Appendix A Condition Assessment Results and Tables

Puget Sound Drainages Basin Plan

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Appendix A

Condition Assessment Results and Tables


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Table of Contents List of Tables ................................................................................................................................................. 2

1. Background and Purpose ...................................................................................................................... 4

2. Inspection Standards and Process ........................................................................................................ 4

2.1 Pipe Condition Assessment .................................................................................................................. 4

2.2 Structure Condition Assessment ............................................................................................................. 6

3. Condition Assessment Results .............................................................................................................. 6

4. Recommendations ................................................................................................................................ 8

4.1 Structural Issues ................................................................................................................................... 8

1.) Recommended Priority Open Cut Pipe Replacement ..................................................................... 8

2.) Recommended Priority Trenchless Pipe Repair ............................................................................... 8

3.) Illicit Utility Crossing ........................................................................................................................ 8

4.) Improper Storm Drain Connection .................................................................................................. 8

5.) Pipes Recommended for Second Tier Repair .................................................................................. 9

6.) Pipes Recommended for Operations and Maintenance (O&M) .................................................... 9

4.2 Maintenance Issues .............................................................................................................................. 9

Pipe Relocations ............................................................................................................................................ 9

5. Prioritization Criteria ............................................................................................................................. 9

List of Tables Table 1. NASSCO Rating Criteria ................................................................................................................... 5

Table 2. Puget Sound Drainages Infrastructure CCTV Inspection Summary ................................................. 7

Table 3. Pipe Condition Summary ................................................................................................................. 7

Table 4. Pipes Inspected Through CCTV ...................................................................................................... 11

Table 5. Pipes Not Inspected....................................................................................................................... 12

Table 6. Pipes with Incomplete Inspections ............................................................................................... 13

Table 7. Pipes not requiring Further Inspection ......................................................................................... 14

Table 8. Recommended Priority Open Cut Replacement ........................................................................... 15

Table 9. Recommended Trenchless Pipe Repair ......................................................................................... 16

Table 10. Illicit Utility Crossings .................................................................................................................. 17

Table 11. Improper Storm Drain Connections ............................................................................................ 18

Table 12. Recommended Second Tier Open Cut Pipe Replacement .......................................................... 19


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Table 13. Pipes Recommended for Operations and Maintenance (O&M) (Spot Repair, etc. by City Crews) .............................................................................................................................................................. 20

Table 14. Pipes Recommended for Jetting or Increased Maintenance ...................................................... 21

Table 15. Priority Reroute Pipes off Private Property ................................................................................. 22

Table 16. Future Reroute Pipes off Private Property .................................................................................. 23

Table 17. Pipes with Recommended Easement Acquisitions ..................................................................... 24


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1. Background and Purpose The condition assessment included inspection of all pipes with a diameter of 12-inches or more and a length 25-feet or more and connecting structures (manholes and catch basins) within the Puget Sound drainages and West Lake Washington drainage basin. Innovac was the vendor selected to inspect and rate the pipes through Closed Circuit Television (CCTV) video recording. Innovac began the CCTV inspections in August 2015 and completed the final inspections in May 2016. The consultant team processed and organized the CCTV inspection videos and reports, and provided a database of results to the City for incorporation into the City’s asset management program, CityWorks™.

2. Inspection Standards and Process 2.1 Pipe Condition Assessment Pipes were attempted to be assessed without pre-cleaning. If during the first attempt to CCTV, it was noted that light cleaning (jetting the pipe with two – three passes) would allow for successful CCTV, a vactor truck and CCTV crew returned on another day to complete the work. Pipes that required heavy cleaning or root removal were placed on a list for additional maintenance.

The inspection ratings for the pipes inspected through CCTV follow the National Association of Sewer Service Companies (NASSCO) system of rating. The rating system includes three categories; structural, maintenance, and overall pipe conditions. The Structural Pipe Rating (SPR), Maintenance Pipe Rating (MPR) and Overall Pipe Rating (OPR) are based on the sum of the defects (ranging from a score of 0 to 5 per defect) found in each pipe segment in each category, resulting in scores of 0 and above. The rating criteria is shown in Table 1.

The pipes were also compared using rating indices. The Structural Pipe Rating Index (SPRI), Maintenance Pipe Rating Index (MPRI), and Overall Pipe Rating Index (OPRI) represent the average of the individual defect scores for all of the defects found in a particular pipe segment, resulting in scores on a 0 to 5 scale.

Quick scores were used to assess the pipe conditions for recommended capital or maintenance projects. The NASSCO quick scoring system consists of 4-digit numbers based on the most severe and second most severe structural or maintenance defects in a pipe segment. Quick structural scores (QSRs) and quick maintenance scores (QMRs) that indicated poor structural or poor maintenance conditions in a pipe were used as a first cut to further evaluate pipe segments for potential capital or maintenance projects.

Quick scores are denoted as follows:

If, QSR = WXYZ

W = Most severe pipe defect (between 0 and 5)

X = Number of defects in the most severe category

Y = Second most severe pipe defect

Z = Number of defects in the most severe category


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For example, a pipe with a QSR = 5123 would indicate that there is one defect that was rated a 5 (requires immediate attention), and 3 defects that are rated as 2 (defects that have not begun to deteriorate). Table 1 provides a description of the NASSCO rating criteria. The same protocol is used for quick maintenance scores (QMRs).

Table 1. NASSCO Rating Criteria

Grade Description Estimated Time to Failure

0 EXCELLENT: No Defects. Unlikely in the foreseeable future

1 EXCELLENT: Minor Defects. Unlikely in the foreseeable future

2 GOOD: Defects that have not begun to deteriorate. 20 years or more

3 FAIR: Moderate defects that will continue to deteriorate.

10 to 20 years

4 POOR: Severe defects that will become grade 5 defects within the foreseeable future.

5 to 10 years

5 IMMEDIATE ATTENTION: Defects requiring immediate attention.

Has failed or will likely fail within the next 5 years

Pipe assessments were conducted using PACP (Pipe Assessment Certification Program) protocol and data results were compiled in an PACP-compliant Access database. Videos and photographs were linked to the database.

Information collected during pipe condition assessment included the following:

General information

• Surveyor and NASSCO Certification Number

• Direction of survey (upstream or downstream)

• Date and Time of Survey • Length of pipe • Weather Conditions • Pipe diameter • Road Conditions • Pipe material • Address • Length of survey • Pipe ID • Comments

Specific information

• Type and location of defects (coded according to PACP protocol) including: o Cracks o Deposits o Collapsed or broken pipes


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o Fractures o Joint offsets o Material changes o Obstacles o Root balls o Debris o Tap break-ins

• Water level in pipe during survey • Sediment depths

2.2 Structure Condition Assessment Manholes and catch basins were assessed by Innovac using a pole-mounted video camera, using modified Manhole Assessment Certification Program (MACP) protocol. Structure elevations were obtained using a Trimble™ GeoExplorer 6000 Series Handheld Global Positioning System (GPS) unit.

Data was collected and reported on an excel spreadsheet. The data was transferred to an Access database with a similar format to the PACP-compliant pipe inspection database. Videos and still photographs were linked to the database. Information collected during the structure condition assessment included the following:

General information

• Surveyor and NASSCO Certification Number

• Shape of structure

• Date and Time of Survey • Structure diameter • Weather Conditions • Cover material • Road Conditions • Access type • Address • Ground surface type • Structure ID • Comments

Specific information

• Type, location and size of inlet and outlet pipes • Frame condition • Cover condition • Wall condition • Sediment depth (measured) • Defects, including cracks, missing bricks, holes, missing grout, obstructions, etc.

3. Condition Assessment Results The consultant team reviewed the videos provided by Innovac and compared pipe inspection reports with data observed in the videos. An assessment was made based on the condition ratings and professional judgement as to whether the pipe condition warranted a potential capital improvement project (pipe repair or replacement) or whether it should be included in the maintenance program. Additionally, the pipes were prioritized for repair or replacement based on pipe criticality analysis conducted by the consultant team.


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A pipe criticality score was assigned to each pipe segment based on the prioritization criteria described in Section 5 below.

The pipes were ranked according to their criticality score from highest (most critical) to lowest (least critical) score. These scores were compared to the raw ranking based on QSR or QMR scores alone. In general, the rankings were fairly similar.

When Innovac was unable to complete an inspection from one end of the pipe due to an obstruction or other unforeseen circumstance, an attempt would be made from the other end of the pipe to complete the inspection. On several instances pipe inspections included videos from an upstream structure and then a downstream structure that concluded in the middle. The consultant team spliced these videos into one so that they could easily be migrated into the City’s asset management program.

The consultant team compiled the information from Innovac, including the number of pipes and structures inspected, approximate length in linear feet of inspected pipes, and the number of pipes in each rating category (See Tables 2 and 3). Sixty-six percent of the inventoried pipes have 20 years or more of life left; however, 23% require immediate attention. Many of the pipes had poor maintenance ratings (over 50%). Eighteen percent of the inventoried structures had defects requiring attention.

Table 2. Puget Sound Drainages Infrastructure CCTV Inspection Summary

Number of Pipes Number of Structures LF of Inspected Pipes

Total 1154* 894 77,930

*Number of pipes that for which CCTV was attempted. Not all pipes resulted in a condition rating because inspection was incomplete on several pipes due to inaccessibility from obstructions, debris or other circumstances. Only 1,081 pipes were assessed.

Table 3. Pipe Condition Summary

Rating=0 Rating=1 Rating=2 Rating=3 Rating=4 Rating=5+

SPR 535 79 100 67 49 251

MPR 381 37 86 83 87 407

OPR 226 34 82 72 72 595

SPRI 532 205 198 77 40 29

MPRI 381 119 323 161 71 26

OPRI 226 194 397 171 64 29

QSR 535 122 155 91 51 127

QMR 381 48 184 262 125 81


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Several tables categorize the results of the inspections and condition of the pipes in Puget Sound drainages. Tables 4 list the pipes inspected via CCTV. The list includes the NASSCO ratings, and the pipe diameter, material, and length. Pipes which were identified to be inspected, but which Innovac did not inspect are shown in Table 5, as well as the reason each pipe was not inspected. With some pipes, Innovac was able to begin inspections, but was unable to complete due to a variety of reasons. Table 6 lists the pipes and the reasons for the incomplete inspection. The Puget Sound drainages contains 1081 pipes which were inspected through CCTV; of these, 232 contain no structural or maintenance issues and do not require further inspection. These pipes are summarized on Table 7.

4. Recommendations 4.1 Structural Issues The pipes that were identified to have a poor SPR (≥ 5) or QSR greater than 4100 were carefully reviewed and several categories were developed to organize the issues including; 1.) Priority Open Cut Pipe Repair and Replacement, 2.) Priority Trenchless Pipe Repair, 3.) Illicit Utility Crossing, 4.) Improper Storm Drain Connection, 5.) Second Tier Open Cut Pipe Repair, and 6.) Pipes Recommended for Operations and Maintenance by City Crews. These categories are described below.

1.) Recommended Priority Open Cut Pipe Replacement From the condition assessment, OCI identified pipes that need to be replaced immediately because of their significant deficiencies. These recommended pipe replacements would fix poorly rated pipes that were identified to be high risk of failure and would result in negative consequences associated with failure if that were to occur, based on the prioritization criteria outlined in Section 5 below. These pipes are summarized on Table 8.

2.) Recommended Priority Trenchless Pipe Repair This category included pipes that received a poor SPR or QSR and were identified to be of relatively high risk of failure and/or would result in negative consequences associated with failure if that were to occur. Upon further investigation by OCI, these pipes were identified to be candidates for a trenchless solution. Trenchless solutions including slip-lining, cured in place pipe (CIPP), pipe bursting, and pipe reaming. These pipes are summarized on Table 9.

3.) Illicit Utility Crossing There were several structural deficiencies that were a direct result of a utility crossing through the storm drain pipe. Gas lines, water lines, and conduits were identified as the primary crossing issues. It is recommended that the City identify the likely utility owner and coordinate relocation of the utility crossings and repair of the stormwater pipe. Innovac and the consultant team has alerted the City to more serious issues, including gas line crossings, for more immediate action. These pipes are summarized on Table 10. Pipes

4.) Improper Storm Drain Connection Lateral or side storm connections improperly connected to the storm mainline is a common issue throughout the basin. Several of the connections were made with different pipe material and/or have not been grouted in and have resulted in a severe structural deficiency of the storm mainline. Generally, the recommended solution for pipes in this category is to install a structure, such as a catch basin or tee


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and properly connect the incoming and outgoing pipes to the new structure. These pipes are summarized on Table 11. Improper storm drains are recommended for replacement when they coincide with a pipe that requires repair or replacement. However, later storm drain connections are otherwise not recommended for repair in a capital project, but rather provided in a list so that the City is aware of these connections and can identify appropriate actions at a later time.

5.) Pipes Recommended for Second Tier Repair Pipes that did not fall into the categories described above, yet have received a poor SPR or QSR were included in this category. Structural deficiencies in this category include pipes that have fractures, holes, or minor deformities. It is recommended that the City place these pipes on a “to be repaired” list to ensure the pipe does not fail before the next assessment period. These pipes are summarized on Table 12.

6.) Pipes Recommended for Operations and Maintenance (O&M) Several of the pipes require repairs that the City’s Operations and Maintenance crews can complete without outside contractor assistance. Pipes that received a poor SPR and were thought to be relatively easy repairs that the City could complete were included in this category. Structural deficiencies in this category include pipes that have fractures, holes, and minor deformities within a relatively short length of pipe. It is recommended that the City monitor the pipes until the Operations and Maintenance crews are able to repair the failures. These pipes are summarized on Table 13.

4.2 Maintenance Issues The pipes that were identified to have a poor MPR (≥ 5) or QMR greater than 3100 were carefully reviewed. The majority of the pipes require additional maintenance due to sediment, debris, or root build-up in the pipe. Several pipes are blocked completely by obstacles other than sediment, such as brick structures or basketballs, which need to be removed to ensure pipe functionality.

From the condition assessment, several pipes were identified that are likely to need pipe jetting or increased maintenance. These pipes may also need to potentially be replaced in the future if the frequent sedimentation is due to an inadequate design. These pipes are summarized on Table 14.

Pipe Relocations A number of City owned pipes in the Puget Sound drainages are located on or crossing private property. A desk-top assessment was made of pipes crossing private parcels to evaluate potential for relocation. Pipes that were in poor condition were prioritized for relocation into City right-of-way. These pipes are summarized on Table 15. Pipes identified for potential future relocation are summarized in Table 16, and pipes for which relocation is infeasible but for which an easement should be considered are summarized in Table 17. The pipe relocation analysis is provided in Appendix F.

5. Prioritization Criteria OCI, in collaboration with the City, developed a list of criteria with which to evaluate the possibility of failure, extent of damage, importance of the pipe and impact to the public for each pipe in poor condition. OCI also considered proximity to other structurally deficient pipes and reviewed other City projects within the Puget Sound drainages. Each pipe was scored based on the below criteria.

• Risk of Failure:


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o Slope > 23% (1 point if slope > 23%, 0 points if slope < 23%) o Flood Hazard (1 point if in a flood hazard zone, 0 points if not) – no pipes within the

Puget Sound drainages were located in a flood hazard zone o Slide Hazard (1 point if in a slide hazard zone, 0 points if not) o Erosion Hazard (1 point if in an erosion hazard zone, 0 points if not) o Presence of Void (1 point if a void is visible outside the pipe walls, 0 points if no void is

visible) • Consequence of Failure:

o Arterial Proximity (1 point if crossing or adjacent to an arterial, 0 points if on a collector street)

o Utility Crossing (1 point if crossed by an outside utility, 0 points if not) • Importance of Pipe:

o Location in basin (0 points if upper reach, 1 point if middle reach, or 2 points if lower reach)

o Size of Storm Drain (0 points if diam. ≤ 12”, 1 point if 12” > diam. < 24”, or 2 points if diam. ≥ 24”)

The QSR and maintenance requirements were also taken into consideration when ranking the pipes. A pipes requiring maintenance due to a poor QMR was given 1 point; no required maintenance received 0 points. Points were then summed to give a total score. The total score dictates the order of priority. For example, a pipe with the following characteristics would receive a total score of 36.

• SPR is 30 (30 points) • Pipe requires maintenance (1 point) • Diameter is 18 inches (1 point) • Is located on an arterial (1 point) • Is located in the middle of the basin (1 point) • Has a utility crossing (1 point) • Does not have a void (0 points) • Is on a steep slope (1 point) • Is not in a slide or erosion hazard zone (0 points)

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Asset_ID QSR QMR SPR MPR OPR SPRI MPRI OPRIDiam. (in.) Material

Length Inspected (ft) Problem

SP-1024 1100 4100 1 4 5 1 4 2.5 12Concrete Pipe (non-reinforced) 34.82 Joint angular medium and alignment left 25%.

SP-1025 4100 3522 4 20 24 4 2.5 2.6667 12Concrete Pipe (non-reinforced) 114.93

From US: Medium roots at joint, 2" tap break-in, cannot pass roots. From DS: Medium break at joint in top of pipe, 4" tap-break in with medium roots in tap-in and bottom of pipe, sediment and roots (15%) in bottom of pipe for 10 LF, sediment (15% and 10%) in bottom of pipe for 5 LF, roots at joints in several places - match to previous inspection.

SP-10374 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 24.7 No Problems

SP-10376 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 21.72 Pipe is 5% full of water, no problems.

SP-10433 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 18.12 Pipe candled (no video). No problems.

SP-10444 0 4200 0 8 8 0 4 4 12 polyvinyl chloride 24.5 From US: 3.2' - 10.34 deposits settled fines (25%)SP-10571 0 0 0 0 0 0 0 0 12 Polyethylene 49.14 Pipe is 5% full of water (flowing). No problems.

SP-10572 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 41.34 Pipe is 5% full of water (flowing). No problems.

SP-1076 3211 0 7 0 7 2.33 0 2.33 12Concrete Pipe (non-reinforced) 71.51

Pipe 5% full of water, multiple fractures and holes with infiltration stains in top of pipe for 4 ft, joint offset medium.


Repair patch with rocks in between joint, longitudinal crack in top of pipe, joint offset medium, joint offset medium, joint offset medium, multiple fracture in top of pipe.

SP-1080 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 103.99 Pipe 5% full of water, no problems.

SP-1081 0 3121 0 5 5 0 2.5 2.5 12Corrugated Metal Pipe 26.84

Pipe 5% full of water, deposits settled fine 5% for 24ft, deposits settle fine 15% at upstream end.

SP-1082 0 3100 0 3 3 0 3 3 12Corrugated Metal Pipe 76.02 Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 4''.


Pipe is 10% full of water (flowing). Roots fine joint at two locations, alignment down 25%, continuous roots medium joint for 13 feet.

SP-10832 1100 3200 1 6 7 1 3 2.33 12 polyvinyl chloride 14.03From DS: 7.61' pipe material change (concrete) with joint offset. 10.05' Roots Medium at joint; 14.03 Roots medium.


Pipe 10% full of water (flowing). Encrusted deposits attached at joints 5% and 10% full for 36 feet, roots fine joint at four locations with infiltration dripper at one of the four locations. Continuous roots fine joint through top of pipe for 13 feet, roots fine joint, and joint offset medium.

SP-1085 0 4100 0 4 4 0 4 4 12 Polyethylene 23.48Pipe 5% full of water (wet but not actively flowing). 6" tap break-in intruding 5" near downstream catch basin.

Table 4. Pipes Inspected Through CCTV

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SP-10900 0 4133 0 17 17 0 2.83 2.83 12 Polyethylene 108.73

Pipe 15% full of water, infiltration weeper in bottom of pipe, deposits attached encrustation 5% at joint, deposits settle fine 15% 31 ft, 4" stormwater pipe tap break-in intruding 6", stormwater pipe tap break-in intruding 3", 4" stormwater pipe tap break-in intruding 5".

SP-10921 0 0 0 0 0 0 0 0 12 Polyethylene 248.29 No problems.SP-10922 0 0 0 0 0 0 0 0 12 Polyethylene 52.19 No problems.SP-10923 0 0 0 0 0 0 0 0 12 Polyethylene 129.86 No problems.SP-10924 0 0 0 0 0 0 0 0 12 Polyethylene 50.18 Pipe 5% full of water, no problems.SP-10925 0 0 0 0 0 0 0 0 12 Polyethylene 112.43 Pipe 5% full of water, no problems. SP-10926 0 0 0 0 0 0 0 0 12 Polyethylene 72.45 No problemsSP-10927 0 0 0 0 0 0 0 0 12 Polyethylene 74.03 No ProblemsSP-10928 0 0 0 0 0 0 0 0 12 Polyethylene 8.41 No ProblemsSP-10929 0 2100 0 2 2 0 2 2 12 Polypropylene 60.52 Deposits settled fine 5%.

SP-1093 0 2100 0 2 2 0 2 2 18Corrugated Metal Pipe 13.77 Deposits settled gravel 5%.

SP-10930 0 3100 0 3 3 0 3 3 12 Polyethylene 20.3 Deposits settled fine 15% entire length of pipe. SP-10934 0 2100 0 2 2 0 2 2 12 Polyethylene 192.22 Deposits settled fine 10%.SP-10936 0 0 0 0 0 0 0 0 12 Polyethylene 161.16 Pipe 5% full of water, no problems.

SP-10937 0 1100 0 1 1 0 1 1 12 Polyethylene 200.16Pipe 5% full of water, fine roots at joint, debris in DS CB-9870 (large piece of plastic? Metal? with cable?).

SP-10938 0 1100 0 1 1 0 1 1 12 Polyethylene 115.73 Pipe 5% full of water, fine roots at joint. SP-10939 0 1100 0 1 1 0 1 1 12 Polyethylene 79.23 Pipe 5% full of water, fine roots at joint.SP-10940 5100 0 5 0 5 5 0 5 12 Polyethylene 111.39 Broken pipe at top (possibly repaired with metal?)SP-10941 0 0 0 0 0 0 0 0 12 Polyethylene 35.27 Pipe 5% full of water, branch with roots in pipe.

SP-10947 5131 4132 10 14 24 2.5 2.8 2.67 36 Other 215.09

Pipe 5% full of water, alignment down 25%, obstacles blocking 10% of pipe at bottom, circumferential crack in top and side of pipe, 8" stormwater pipe tap break-in, surface reinforcement corroded with visible aggregate in top of pipe, infiltration dripper in top of pipe, infiltration dripper in top of pipe x2, circumferential crack in top and side of pipe.

SP-10948 2100 4321 2 14 16 2 3.5 3.2 24Reinforced Concrete Pipe 123.62

Pipe 5% full of water (flowing). Alignment right 25%, alignment down 15%, 8" tap break-in, pipe size reduces to 12", alignment left 25%, crack longitudinal at top of pipe, alignment left 45%.

SP-1096 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 56.78 Pipe 5% full of water, no problems.

SP-1097 1100 2200 1 4 5 1 2 1.67 12Concrete Pipe (non-reinforced) 129.63

Alignment left 15%, joint offset medium with visible soil, deposits ingress fine blocking 10%.


Pipe 5% full of water, joint offset medium, 8" stormwater pipe tap break-in intruding 4". Joint offset medium, repair patch at joint, multiple fractures in top and side of pipe.

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SP-1103 1100 3223 1 13 14 1 2.17 2 12Concrete Pipe (non-reinforced) 69.96

Pipe 5% full of water, deposits settled gravel 15%, obstacles rocks blocking 15% of pipe, obstacles rocks 10% for 25ft, deposits ingress fine 10% in side of pipe, joint separated medium with visible soil, deposits settled compacted 5%, alignment left 10%.


Pipe 5% full of water, deposits settled fine 15% for 45ft, fine roots at joint for 7ft, roots medium at joint blocking 25% of pipe.


Pipe 15% blocked prior to cleaning. Pipe 5% full of water, visible aggregation at bottom surface for 18 f. Longitudinal crack in top of pipe, pipe change from 12" concrete to 10" PVC.


Unable to inspect due to rocks at u/s and d/s ends prior to cleaning. Pipe 10% full of water at sag in pipe. Visible aggregation at bottom surface for 26ft. Joint separated medium with visible soil in bottom of pipe. Joint offset medium with visible soil in top of pipe. Pipe 15% full of water sag in pipe. Joint offset medium in bottom of pipe with visible soil. Joint offset medium in top of pipe with visible soil.

SP-1113 0 0 0 0 0 0 0 0 12Clay Tile (not vitrified clay) 34.23 Debris (leaves, sediment, rocks) in pipe 10% for 25 ft (not in report).


Pipe 5% full of water, joint offset medium, joint offset medium, joint separated medium with visible soil, longitudinal crack in top of pipe, joint separated medium, joint offset medium.


SP-1116 5342 3123 31 9 40 3.4444 2.25 3.0769 12Concrete Pipe (non-reinforced) 172.54

Pipe 40% blocked prior to cleaning. From DS: Deposits settled gravel 15% for 7 ft, rocks 10%, camera unable to pass, inspect from other end. From US: Pipe 5% full of water, joint offset medium, broken (almost collapsed) pipe with visible void, spiral fracture, sag 20%, sag 25%, broken pipe with multiple fractures, hole with visible soil, rocks 5%, hole with visible soil (actually 3" tap break in that has become clogged with debris after heavy cleaning/jetting, see original inspection from 12/4/15), rocks 10%, match previous inspection.

SP-1119 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 10.76 No problems

SP-1120 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 28.89 No problems, but inlet is buried.

SP-1121 4100 0 4 0 4 4 0 4 12Concrete Pipe (non-reinforced) 60.09 Pipe 5% full of water (flowing). 4" tap break-in with multiple fractures at top of pipe.


Pipe 5% full of water, fine roots at joint for 31ft. Pipe 10% full of water at sag in pipe. Fine roots at joint for 90ft. Joint offset medium with visible soil. Alignment right 15%, alignment left 15%, alignment right 10%.

SP-1150 2100 0 2 0 2 2 0 2 12 polypropylene 291.7 From DS: 99.1' - 108' Sag in pipe with approx 5% standing water.

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SP-1153 1200 3B00 2 39 41 1 3 2.73 12polypropylene/ concrete/CMP 153.7

FromUS: 0' - 30' Deposits settled gravel (20%); 4.95' Material Change from Poly to Concrete; 45' roots; 47.94' Joint offset and material change to polypropylene; 67.44' Joint offset and material change to CMP, roots observed.

SP-1154 0 3B00 0 48 48 0 3 3 12Concrete Pipe (non-reinforced) 79.28

From DS: 0' - 5' Deposits settled rock (15%); 5' - 20' gravel and sand deposits (5%); 39' - 48' gravel and sand deposits (5%); 58' rocks (5%); 68' - 74; rocks (20%)

SP-1211 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 10.33 Pipe 5% full of water, no problems.

SP-1214 0 2400 0 8 8 0 2 2 12Concrete Pipe (non-reinforced) 51.2

Pipe 5% full of water, deposits ingress fine 10% at joint, deposits ingress fine 5% at joint, deposits ingress fine 5% at joints for 26 ft, alignment left 15%.


Multiple cracks at top of pipe, deposits settled fine 10%, water mark 25%, longitudinal crack at top, multiple crack at top of pipe for 23ft, multiple cracks at top of pipe, joint offset medium, alignment right 15%, upstream CB-110 buried.


Longitudinal and circumferential cracks on top and sides of pipe for 5 LF, 20% alignment shift for 20 LF, longitudinal fractures on top and side of pipe for 5 LF with sediment at joint offset/broken pipe (void visible), 10% alignment shift for 10 LF, sediment and leaves for 10 LF at pipe outlet.

SP-1245 5141 3100 10 3 13 3.33 3 3.25 12 Polyethylene 132.31Deformation/bulge in side of pipe 5%, broken (small hole?) in top of pipe with joint offset medium and roots medium 10%.


Alignment left 15%, alignment down 10%, 4'' tap break-in (stormwater) intruding 3'' at top of pipe.


Alignment right 10%, infiltration stain around bottom section of a joint, multiple cracks at top of pipe near a 4" stormwater tap break-in.

SP-1246 0 0 0 0 0 0 0 0 12 Polyethylene 113.71 No problems.

SP-1248 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 58.46 No problems.

SP-1251 0 1100 0 1 1 0 1 1 12 Polyethylene 107.04 Alignment up 5%.


Deposits settled compacted 10% full for 11 ft, small broken pipe with visible soil in top of pipe at joint and crack in top of pipe for 3 ft, multiple cracks in top of pipe for 3 ft, broken pipe with visible soil (entire 2 ft section of pipe broken into pieces, pieces protruding into pipe), deposits settled compacted 10% full for 9 ft, multiple cracks in top of pipe for 3 ft, sediment in bottom of pipe for 7 ft (approx. 10% full, not called out in report), material change from concrete to PVC for 6 ft with intruding 4" tap break in in middle of PVC section, joint offset medium at concrete to PVC transition, alignment right 10%.

SP-12531 1100 0 1 0 1 1 0 1 12Concrete Pipe (non-reinforced) 47.47 Joint offset medium.

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SP-1254 0 2211 0 5 5 0 1.67 1.67 12Concrete Pipe (non-reinforced) 85.96 Alignment right 15% x2, fine roots at most joints (hard to tell as video is pixelated).


Alignment right 25%, deposits ingress at joint, alignment right, joint angular medium (soil visible?), joint offset medium, joint separated medium (large? with soil visible and deposits ingress, longitudinal cracks at top of pipe).



Compacted sediment, gravel and rocks in bottom of pipe 10% full for 10 ft, joint offset medium with broken pipe, joint offset medium, compacted sediment 5% full for 3 ft, joint offset medium x4.

SP-12657 1100 2600 1 12 13 1 2 1.86 12Concrete Pipe (non-reinforced) 42 From DS: 12' - 42' deposits ingress fine (10%); 23' joint separated medium

SP-1267 4131 2100 7 2 9 3.5 2 3 12Concrete Pipe (non-reinforced) 53.28

From DS: Intruding sealing grout at joint 10%, camera unable to pass. From US: Pipe 5% full of water, multiple fractures in top and sides of pipe and longitudinal fracture in bottom of pipe (possible hinge fracture), matched to previous intruding sealing grout.


Pipe 20% full of standing water (no flow) for 10 ft, pipe 35% full of water for 12 ft, pipe 50%, pipe 50% full of water and mud at outfall.

SP-1269 3100 3100 3 3 6 3 3 3 12Concrete Pipe (non-reinforced) 11.48 Pipe 5% full of water, medium roots at joint blocking 10%, multiple cracks (fractures).


Spiral crack in top of pipe, deposits settled gravel 25% to 50% for 13 ft, camera unable to continue to outfall, but remaining section of pipe candled/hard taped, no visible structural issues.

SP-1272 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 53.42 No problems


Alignment right 15%, joint offset medium, longitudinal crack in top of pipe, deposits settled fine (ingress from side at one joint) 5% full, roots fine joint, (deposits settled fine 5% full at three consecutive joints), longitudinal crack in top of pipe, material change to PE/HDPE.


Deposits settled gravel 15% full for 10-ft, alignment left 10%, crack longitudinal at bottom of pipe (at outfall).


Pipe cleaned (20% blocked prior to cleaning). Pipe 5% full of water, rock obstacles 15% full, 3" tap break-in intruding 2 inches, joint offset medium, pipe 20% full of water at sag, camera underwater.


Page 6 of 29





Deposits settled fines 15% full at joint, deformed bulge at side of wall 15% deformation, hole with void visible and (soil ingress-gravels and fines)at bottom of joint, deposits settled fine 10% full for 18 feet, roots medium joint, deposits settled fines 10% full, then 15% full for 37 feet.

SP-1295 1100 1100 1 1 2 1 1 1 12 Polyethylene 40.56Pipe 5% full of water, joint offset medium (small) with roots fine joint (or deposit fines and organic material?).

SP-1297 0 0 0 0 0 0 0 0 12 Polyethylene 22.51 Pipe 5% full of water. No problems.SP-1298 0 0 0 0 0 0 0 0 12 Polyethylene 104.13 Pipe 5% full of water. No problems.

SP-1299 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 112.38 Pipe 5% full of water, 4" tap break-in intruding 4".


Stitched video. From DS: Roots from 4" tap-break in, roots fine joint, 4" tap break-in intruding 1", joint separated medium, joint offset medium, roots fine joint, 4" tap break-in intruding 1", joint offset medium, material change to CMP, 4" tap break-in intruding 3", survey abandoned due to traction loss on CMP rib.From US: Survey completed at matching point.

SP-1300 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 71.87 Pipe 5% full of water (flowing). No problems.

SP-1301 2100 1100 2 1 3 2 1 1.5 12Concrete Pipe (non-reinforced) 16.7 Pipe 15% full prior to cleaning. Sag in pipe 5%, alignment up 10%.


From US: Joint offset medium (soil visible), joint separated at alignment down 20% with multiple cracks around joint, pipe size increases to 15", material change to metal, hole with soil visible at joint (rock obstacles 30% full), deformation at crown, hole at joint with defective repair patch, deposits settled compacted 10% full, material change and pipe size change to 12" concrete, 4" tap break-in intruding 4" and obstructing flow, survey abandoned.From DS: Pipe 5% full of water. 4" tap break-in intruding 3", joint offset, longitudinal crack and spiral crack near joint. Survey abandoned matched to previous inspection.

SP-1306 2100 0 2 0 2 2 0 2 12 Polyethylene 10.44 Pipe 10% full due to pipe sag.

SP-1307 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 123.3 No Problems.

SP-1308 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 16.89 No Problems.


Pipe 5% full of water, broken pipe section (6 ft), longitudinal crack in top of pipe and fracture in bottom of pipe (crack also visible on side of pipe, should be a hinge 3 fracture) for 5 ft,

SP-131 0 4121 0 6 6 0 3 3 12Corrugated Metal Pipe 206.13

Pipe 5 % full of water, medium root ball in barrel blocking 25%, fine roots in barrel, pipe material change from CMP to concrete for 36 ft at downstream end, roots at joint at material change.

Page 7 of 29




SP-1311 5114 3123 9 9 18 1.8 2.25 2 12Concrete Pipe (non-reinforced) 35.36

Deposits settled fine 15% for 35 ft, joint separated medium in the side of pipe, deposits ingress fine 10% in the side of pipe, joint offset medium x2, deposits ingress fine 5% in the side of pipe, pipe broken in top of pipe with visible soil, obstacles blocking 5% of pipe, joint offset medium.


Pipe 5% full of water, joint separated large with visible soil, alignment right 10%, pipe 15% full of water at sag in pipe, deposits attached to side of pipe blocking 5% for 6 ft, deposits attached to side of pipe blocking 5% for 20 ft, deposits settled fine 10% for 19ft.


Pipe full of water 5%, multiple fracture at joint, pipe 15% full at sag in pipe, infiltration weeper at joint, pipe 15% full at sag in pipe, deposits settled gravel 10% for 30 ft.

SP-13136 3422 0 16 0 16 2.67 0 2.67 18Reinforced Concrete Pipe 76.88

Pipe 30% blocked prior to cleaning. Visible aggregation at bottom surface for 38ft. Longitudinal crack in top of pipe for 55ft. Multiple crack in top of pipe. Longitudinal fracture in bottom of pipe for 14ft. Longitudinal fracture in bottom of pipe. Longitudinal crack in bottom of pipe for 6ft. Conduit running length of pipe.

SP-1317 1100 2100 1 2 3 1 2 1.5 12 Polyethylene 141.57Pipe cleaned (15% blocked prior to cleaning). Pipe 15% full of water, deposits settled fine 5% full for 80 feet, alignment right 15%, joint angular medium with torn pipe.


Two 3-ft sections with hinge 4 longitudinal cracks, continuous roots fine joints for 12 feet, alignment left 15%, multiple cracks at top of joint, roots fine joint, broken with soil visible at bottom of pipe, longitudinal crack at top of joint, joint offset medium with soil visible at catch basin.


Alignment right 5%, joint offset medium, alignment right 15%, alignment left, 10%, alignment right 10%, multiple cracks at top of pipe, 4" tap break-in intruding 2", joint angular medium at PVC pipe repair section.

SP-1320 0 2200 0 4 4 0 2 2 12Corrugated Metal Pipe 81.96 Deposits fine settled with water 5% at two locations.


SP-1322 5143 2111 17 3 20 4.25 1.5 3.33 12Corrugated Metal Pipe 121.91

Rock obstacles with water 5% full for 24 feet, deformed bulge on pipe side wall, small repair patch (repair material unknown), deformed bulge on pipe side wall, hole with a defective repair patch.


Pipe 10% full of water (with organic debris deposits), roots fine joint followed by continuous root medium joint for 17 feet, deposits settled compacted at joint near catch basin.


Pipe 5% full of water, water level 10% full at pipe sag, joint offset, metal conduit obstacle at crosses bottom of pipe near catch basin.

Page 8 of 29





From D/S: Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 5'', camera unable to continue past intruding tap. From U/S: Pipe 5% full of water, deposits settled gravel 10% for 50ft, deposits ingress fine 5% at joint, deposits settled gravel 10% for 17 ft, deposits ingress fine 5% at joint, 4'' stormwater tap break in intruding 3''.



Pipe 5% full of water, joint offset medium with visible soil, pipe 15% full at sag in pipe, deposits settled fine 15%, 4" stormwater pipe tap break-in, joint offset medium, large joint offset with visible soil.

SP-1328 0 0 0 0 0 0 0 0 12 Polyethylene 82.78 Pipe 5% full of water, no problems.SP-1329 2100 1100 2 1 3 2 1 1.5 12 Polyethylene 64.35 Pipe 5% full of water, alignment left 5%, pipe 10% full at sag in pipe. SP-1330 1100 0 1 0 1 1 0 1 12 Polyethylene 211.95 Joint offset medium.

SP-1333 4100 3100 4 3 7 4 3 3.5 12Corrugated Metal Pipe 37.79

Pipe 5% full of water, 4'' stormwater tap break in intruding 4'', deformation/bulge 5% in sidewall.


Pipe 55% blocked prior to cleaning. Infiltration stains at joints for 95 ft, 6" stormwater tap break in with medium roots (at lateral connection) and spiral fracture, fine roots at joint, alignment right 25 degrees, 6" stormwater tap break in.

SP-1335 5200 0 10 0 10 5 0 5 12 Polyethylene 125.37Pipe broken at top, broken pipe with visible soil in bottom of pipe, intruding sealing ring blocking 15% (not in report).


Deposits settled compacted 15%, joint offset medium with deposits settled compacted 5% (looks like intruding sealing grout), joint separated medium, broken pipe with large visible void and piece of metal pipe material blocking 5%, 2'' stormwater pipe tap break-in intruding 6'', large joint offset.


Deposits settled compacted 5% (looks like intruding sealing grout), joint separated (offset) medium with visible soil, joint separated medium.

SP-13584 0 0 0 0 0 0 0 0 12 Polyethylene 91.44 No problems.SP-13840 0 0 0 0 0 0 0 0 12 polyethelene 20.7 no problemsSP-13842 0 0 0 0 0 0 0 0 12 polypropylene 201.1 No problems

SP-14160 0 3121 0 5 5 0 2.5 2.5 12 Ductile Iron Pipe 26.86Pipe 5% full of water, pipe material change from Ductile iron to concrete, obstacles rocks blocking 10% of pipe, deposits settled fine blocking 15% of pipe.

SP-14403 1200 3700 2 21 23 1 3 2.56 12 polyethelene 46.3From DS: 9.7' - 46.3' Deposits settled fine (15%); 21.4' joint separated medium; 41.2' joint separated medium

SP-14404 1100 3400 1 12 13 1 3 2.6 12 polyvinyl chloride 26.6From DS: 3.2' - 25' deposits settled fine (20%); 5.4' material change (concrete); 7.8' joint offset medium

Page 9 of 29





From US: 37.8' - 108' deposits settle fines (10%); 38.3' roots fine joint; 41.5' joint offset and material change (polyethylene); 48.5' material change (CMP); 51. 75' material change (concrete); 69.6' joint offset and material change (polyethylene); 108.2' material change (concrete); 141' deposits (20%) and broken segment; 159' material change (polyethelene); 169.5' material change (concrete); 204' joint offset' 216' broken pipe; multiple areas of deposits


Pipe 5% full of water, 4" stormwater tap break in intruding 1", hole with visible soil in top of pipe

SP-14528 1200 2211 2 5 7 1 1.67 1.4 12 Polyvinyl Chloride 74.04

Material change (PVC to concrete) with joint offset medium, alignment left 15%, deposits settled fine 10% for 19 ft, joint separated medium, roots fine at joint, material change (concrete to PVC).

SP-14530 0 0 0 0 0 0 0 0 12 Polyethylene 43.15 Pipe 5% full of water, no problems.SP-14533 0 0 0 0 0 0 0 0 18 Polyethylene 100.82 Pipe 5% full of water, no problems.

SP-14550 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 26.89 No problems.SP-14551 2100 0 2 0 2 2 0 2 12 Polyethylene 93.17 Pipe 5% full of water, pipe 15% full at sag in pipe.SP-14553 0 2100 0 2 2 0 2 2 12 Polyethylene 119.78 Pipe 5% full of water, deposits settled gravel 10%.

SP-14554 0 3100 0 3 3 0 3 3 12 Polyethylene 81.74Pipe 5% full of water, leaf obstacles blocking 15% (camera cart pushed leaf ball into CB?)

SP-14555 0 4100 0 4 4 0 4 4 12 Polyethylene 25.03 Pipe 5% full of water, deposits settled fine 25% for 25 ft.SP-14556 0 0 0 0 0 0 0 0 12 Polyethylene 7.82 Pipe 5% full of water, no problems.

SP-14561 5131 0 8 0 8 4 0 4 18 Polyethylene 29.49Pipe 5% full of water, multiple cracks (actually holes) in top of pipe with small hole with visible soil.

SP-14687 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 41.95 No problems


Pipe 5% full of water, pipe 10% full of water at sag, pipe 20% full of water at sag. (looks like water backed up due to rocks and debris in pipe, not sag)


Pipe 20% full of water, roots fine joint with minor joint separation, pipe 20% full of water at sag, deposits settled fine 15% full for 14 feet, deposits settled fine 20% full, pipe 20% full of water at sag, deposits settled fine 20% full.


SP-1481 0 2200 0 4 4 0 2 2 18Reinforced Concrete Pipe 324.64

Pipe 5% full of water, 8" factory pipe tap break-in at top of pipe, infiltration weeper in bottom of pipe, 6" stormwater pipe tap break-in, 6" stormwater tap break-in intruding 2".

SP-1484 2100 0 2 0 2 2 0 2 20Reinforced Concrete Pipe 50.38 Pipe 5% full of water, circumferential fracture in the side of pipe.


Pipe 10% full of water, alignment right 10%, pipe 15% full of water, pipe 20% full of water.

Page 10 of 29





Pipe 5% full of water. Deposits settled fines 10% full for 6.5feet, joint angular medium, alignment left 10%, alignment left 15%, stick obstacles 10% obstruction, alignment left 10%,

SP-15059 3121 3222 6 10 16 2 2.5 2.29 12 Polyethylene 83.95

Deposits settled fines (with leaves) 10% full for 6 ft, ingress deposits from bottom at material change to concrete, broken, chipped, alignment right 15%, pipe 5% full of water for 15 feet due to pipe sag (?), grout obstacle at joint, water level increases to 15%, joint offset medium, material change to PVC.


Pipe 50% blocked prior to cleaning. Joint offset medium in top of pipe. Joint offset medium in top of pipe. Pipe alignment left 15%. Fine roots at joint. Fine roots at joint. Fine roots at joint. Pipe 15% full of water at sag in pipe. Pipe alignment right 10%. Roots tap break in across bottom of pipe blocking 5% of pipe. Fine roots at joint.


Pipe 5% full of water, spiral fracture in top of pipe, deposits settled compacted 5%, longitudinal fracture in top of pipe for 7 ft, multiple crack in top of pipe for 6 ft.

SP-15226 0 0 0 0 0 0 0 0 18 Polyethylene 47.54 Pipe 5% full of water, no problems

SP-15228 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 39.74 No problems.


SP-15230 2400 0 8 0 8 2 0 2 18 Polyethylene 257.91Pipe 10% full of water, pipe 15% full at sag in pipe, pipe 10% full at sag in pipe, pipe 15% full at sag in pipe, pipe 10% full at sag in pipe.

SP-15231 2500 0 10 0 10 2 0 2 18 Polyethylene 297.43Pipe 5% full of water, pipe 10% full at sag in pipe, pipe 10% full at sag in pipe, pipe 15% full at sag in pipe, pipe 20% full at sag in pipe, pipe 15% full at sag in pipe.

SP-15232 1100 0 1 0 1 1 0 1 18 Polyethylene 63.27 Pipe 5% full of water, joint offset medium.



Pipe 5% full of water, deposits settled gravel 15% for 40 ft, deposits settled gravel 10% for 11ft. (Continuous defect distances from report do not match with video inspection)


Pipe 5% full of water, joint offset medium, joint offset medium, joint offset medium, multiple fracture at joint.

SP-15337 2111 0 3 0 3 1.5 0 1.5 12Concrete Pipe (non-reinforced) 127.81 Joint offset medium, pipe 10% full at sag in pipe, 4" stormwater pipe tap break in.

SP-15374 2100 0 2 0 2 2 0 2 12 Ductile Iron Pipe 40.46 Pipe full of water 5%, pipe surface spalling.


Pipe full of water 5%, deposits settled fine 15% for 6ft, deposits ingress fine 10% in bottom of pipe, obstacles rocks blocking 15% of pipe, joint offset medium.

Page 11 of 29





Pipe 50% blocked prior to cleaning. Multiple fracture in top of pipe, pipe broken in top of pipe with visible soil, defective repair patch in top of pipe. Multiple fracture in top of pipe. Joint separated medium. Multiple cracks at joint. Joint offset medium. Joint offset medium in bottom of pipe.


Deposits settled fines (continuous deposits ingress at joints) 10% and 15% full for 15 feet, rock obstacles (at joint), deposits settled fines 15% and 25% at joints, alignment left 15%, deposits settled fines 20% full for 4 feet.

SP-15467 3100 3B00 3 48 51 3 3 3 12Corrugated Metal Pipe 84.9 From US: 0' - 84.9' deposits settled fine (20%); 27.1' surface corrosion


9 alignment lefts, rights, ups and downs 15% (not factory installed bends, just the way the pipe was constructed/shifted), joint offset medium, 6" stormwater tap factory, deposits ingress fine 5% at joint, joint offset large.


Pipe 5% full of water, roots medium at joint 10%, roots fine at joint for 25 ft, roots medium at joint 10%, pipe material change from concrete to CMP for 25 ft at downstream end, deformed 5% at bottom of pipe.



Pipe 5% full of water, deposits settled compacted 5%, longitudinal crack in bottom of pipe, longitudinal crack in top of pipe for 3ft, longitudinal crack in bottom of pipe, longitudinal crack in top of pipe for 8ft, deposits ingress fine 5% at joint for 7ft, fine roots at joint, fine root at joint, deposits ingress fine 10% in bottom of pipe.



Multiple cracks in top of pipe, multiple cracks in top of pipe, spiral cracks in side of pipe, multiple cracks top half of pipe, longitudinal fracture in top of pipe, longitudinal fracture in bottom of pipe, multiple cracks in top half of pipe.

SP-15661 1100 0 1 0 1 1 0 1 12Concrete Pipe (non-reinforced) 50.83 Joint offset medium

SP-15667 0 0 0 0 0 0 0 0 18Corrugated Metal Pipe 9.02 No problems

SP-15668 0 2100 0 2 2 0 2 2 18Corrugated Metal Pipe 40.9 Deposits settled fine 10% for 38 ft.


Deposits settled fines 10% full for 80 feet (some sections have deposits around pipe circumference), deposits settled gravels 10% for 21 feet.

SP-15678 0 1100 0 1 1 0 1 1 12Concrete Pipe (non-reinforced) 47.53 Roots fine joint near catch basin

Page 12 of 29





Object intruding through top of wall (1.5" stake-like object or root intruding approximately 4" into pipe joint), crack longitudinal crack at top of joint, attached deposits on grout at top of pipe.

SP-15680 0 1100 0 1 1 0 1 1 18Corrugated Metal Pipe 32.19 Roots fine joint near catch basin


Pipe 5% full of water, 4" stormwater tap break in at joint (mainline damaged - tap break in defective), 2nd 4" tap break in defective at joint at 19.5 ft at 2 o'clock not in report, alignment right 10% x2 (not factory installed bends).


Pipe 5% full of water, deposits settled fine 10% full for 19 feet, deposits ingress fine 5% full, deposits settled gravel 10% full for 150 feet.


Deposits settled fine 10% at joint, gravel and leaves in bottom of pipe 20% for 11 ft (not in report), roots fine barrel, alignment left up 15%, deposits settled fine at joint 10% (not in report), deposits settled fine and leaves in bottom of the pipe 10% for 6 ft (not in report)

SP-15700 0 0 0 0 0 0 0 0 12 Polyethylene 22.68 No problemsSP-15701 0 0 0 0 0 0 0 0 12 Polyethylene 41.04 No problems


SP-15726 1100 2100 1 2 3 1 2 1.5 12 polyvinyl chloride 171.1From US: 89.2' Material Change (concrete); 164.9' Joint offset Medium. 166.8' Deposits settled gravel 10%

SP-15736 0 0 0 0 0 0 0 0 12 polyvinyl chloride 25.3 No problems


Pipe cleaned(20% blocked prior to cleaning). Pipe 5% full of water, medium roots at joint for 5 ft, fine roots at joint x3, pipe 20% full at sag in pipe (not really a sag, water backed up from outfall).

SP-15829 3121 1100 5 1 6 2.5 1 2 18Reinforced Concrete Pipe 50.73 Alignment right, multiple cracks at top of pipe, spiral crack at joint.


SP-1644 0 3400 0 12 12 0 3 3 12Concrete Pipe (non-reinforced) 19.1 From DS: 0' - 19' deposits settled fine and leaves (20%)

SP-1645 0 0 0 0 0 0 0 0 12 Polyethylene 96.8 No problems noted. Minor sags observed.


Pipe 5% full of water, joint offset medium with deposits ingress 10% full, alignment left 15%, alignment left 15%, deposits settled compacted 15% full, alignment left 15%, alignment left 10%, alignment left 10% for 9 feet.

SP-1683 3100 0 3 0 3 3 0 3 12Concrete Pipe (non-reinforced) 66.25 Pipe 5% full of water, multiple cracks.

Page 13 of 29





From US: 6.73' - 9.81' Multipltiple cracks; 9.81' Joint offset; 12.61' deposits settled gravel (10%); 22.54' - 30.38' longitudinal crack; 32.97' Tap Breack in, 4in pipe intruding 2 inches; 48.03' - 65.21' deposits settled gravel (10%)


From DS: 3' - 21' Deposits settled other (40%); 21' Joint offset Large; 24' Joint offset with void; 35.3' Joint offset large soil/void visible


Pipe 5% full of water, deformation 15% in top of pipe, alignment down 15%, pipe 15% full of water, alignment down 15%, pipe 15% full of water (sag?)


Pipe 10% full of water, obstacles rocks 10% for 39 ft, joint offset medium with visible soil, deposits settled compacted 5%.

SP-1742 1100 2100 1 2 3 1 2 1.5 12Concrete Pipe (non-reinforced) 79.89 Pipe 10% full of water, deposits settled fine 10% full for 22 feet, joint offset medium.


Deposits settled gravel blocking 10% of pipe for 25 ft, water mark 30%, joint separated large, alignment left.

SP-1795 0 0 0 0 0 0 0 0 12 Polyethylene 71.68 Pipe 5% full of water, no problems.

SP-1796 0 0 0 0 0 0 0 0 18Corrugated Metal Pipe 13.13 Pipe cleaned (20% blocked prior to cleaning). No problems


Pipe 20% full of water, water mark at 85% pipe depth, pipe 25% full of water, alignment left 10%.

SP-182 0 2100 0 2 2 0 2 2 18Reinforced Concrete Pipe 195.63 Pipe 15% full of water, pipe 25% full of water, alignment up 15%.


SP-1893 2100 2111 2 3 5 2 1.5 1.67 12 Polyethylene 107.92Pipe 5% full of water, pipe 15% full of water (sag?), alignment left 10%, alignment down 20%, weld failure circumferential at joint (actually an intruding broken sealing ring?)


Alignment right 10% x2, deposits ingress fine 5% (root mass?), joint separated medium at two locations, deposits ingress fine 5% at top of joint (joint separation with soil visible?), deposits attached encrusted 5% (or mushrooms?) at three joints, (small) hole with void (rocks) visible near bottom of pipe with multiple cracks.

SP-1942 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe 96.64 Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 2''.



Pipe 15% full of water, deposits settled fine 15% for 21ft, deposits settled fine for 47ft, joint angular medium, joint offset large with visible soil.

Page 14 of 29




SP-1953 1100 2100 1 2 3 1 2 1.5 12Concrete Pipe (non-reinforced) 39.21 Pipe 5% full of water, joint offset medium, obstacles rocks 5% for 6ft.

SP-1959 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 37.11 No Problems.


Pipe 5% full of water, large joint offset x2, deposits settled fine blocking 15% of pipe for 9ft, deposits ingress fine 10% in side of pipe, obstacles rocks blocking 20% of pipe for 6ft.


Pipe 5% of water, 2" stormwater pipe tap break-in for 6", 3" stormwater pipe tap break-in, 3" stormwater pipe tap break-in, 3" stormwater pipe tap break-in, 4" stormwater pipe tap break-in, joint separated medium with visible soil, joint offset medium with visible soil, longitudinal crack in top of pipe, 4" stormwater pipe tap break-in, spiral fracture in bottom of pipe, joint offset medium with visible soil.

SP-1963 5341 3124 22 13 35 4.4 1.86 2.92 12 Polyethylene 121.16

Pipe 5% full of water, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom, fine roots in barrel, 1" hole in bottom of pipe, fine roots in barrel, 4" stormwater pipe tap break-in intruding 3", fine roots at joint, fine roots at joint for 17 ft, pipe broken in top of pipe.


Pipe 5% full of water, deposits settled gravel 15%, deposits settled compacted 5%, pipe material change from concrete to ADS plastic.




SP-2002 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 47.46 Pipe 25% blocked prior to cleaning. Pipe 5% full of water, no problems.

SP-2086 0 0 0 0 0 0 0 0 18Reinforced Concrete Pipe 48.38 Pipe 5% full of water, no problems.


Pipe 20% blocked prior to cleaning. Pipe 5% full of water. Deposits settled gravel and sticks blocking 15% of pipe, roots at joint for last 40 ft of pipe (not in report), possible sags (increased water level) (not in report).


Deposits settled fine 15% for 4.5 ft, alignment up 15%, joint offset medium, repair pipe replaced defective (pipe material changes to PVC) for 8 ft, joint offset large, multiple cracks in top of pipe, camera unable to pass large joint offset, remaining 5 ft of pipe candled, looks to be in ok condition.

SP-2131 2200 1100 4 1 5 2 1 1.67 12Concrete Pipe (non-reinforced) 63.47 Two locations with longitudinal crack at top of pipe joint and alignment right.

Page 15 of 29




SP-2133 0 3121 0 5 5 0 2.5 2.5 12Concrete Pipe (non-reinforced) 81.12 Deposits settled gravels 10% full at joints and then deposits settled fines for 50 ft.


Deposits settled fine 10%, joint offset medium, deposits settled fine 15%, multiple cracks in side and top of pipe, longitudinal cracks in sides of pipes, multiple cracks in top of pipe (looks like a hinge fracture (FH3) for 6 ft), water mark 20%, deposits settled gravel 10%, multiple cracks, multiple fractures (looks like another hinge fracture (FH3 or FH4) for 6 ft).




Crack for 5 LF along top of pipe around break in joint, joint looks to be repaired with some sort of grey plastic lining pushing through break.


Fine sediment and some rocks blocking 15% of pipe for 60 LF - unable to see the bottom of the pipe, possible joint separation/offsets on multiple joints.


Pipe cleaned (25% blocked prior to cleaning). Pipe 5% full of water, pipe 15% full of water at sag (appears to be water backing up in pipe from downstream CB), joint offset medium with soil visible in two places.


Deposits ingress (concrete?) 15% from bottom of joint, deposits ingress 10% at top of joint, joint angular medium ( with soil visible), deposits ingress 15% from top of joint, roots fine joint from bottom at two locations, then continuous root fine joints for ten feet with joint offset medium (with soil and void visible?), deposits settled fines and gravel (and organics) 15% to 20% full for 17 feet.


Pipe 5% full of water. Continuous root medium joints at bottom of pipe for 40 feet, roots tap joint, alignment right 10%, brick repair at joint, roots fine joint at bottom of pipe, roots medium joint at bottom, broken pipe, 4" tap break-in intruding 6".

SP-2152 2100 0 2 0 2 2 0 2 12 Polyethylene 32.06 Pipe 5% full of water at pipe sag location.


Deposits settled gravel 15% full for 12 feet. roots fine joint, deposits settled gravel 15%, joint offset medium (large), alignment up and down.

SP-2161 0 3100 0 3 3 0 3 3 12 Polyethylene 36.6


Page 16 of 29





From US: Pipe size and material change to 10" CMP (11-ft section) then decreases to 8" concrete pipe. Survey abandoned due to small pipe size.From DS: multiple cracks at joint, roots fine joint, (alignment down), water mark at bottom of pipe, roots medium joint, joint angular medium. Survey abandoned at previous inspection match location.


Pipe 5% full of water. Continuous roots medium barrel (appear to be growing into pipe from inlet).

SP-2170 0 0 0 0 0 0 0 0 12 Polyethylene 111.91 Pipe 5% full of water, no problems.SP-2171 0 3100 0 3 3 0 3 3 18 Polyethylene 35.63 Pipe 10% full of water, deposits settled fine 15% for 14 ft.


Pipe is 5% full of running water, root at two joints (continuous root growth along bottom of barrel for 10-feet)


4" tap break in, 4" tap break in, joint angular medium, alignment right 10% 4" tap break in defective, 4" tap break in, joint offset large, longitudinal crack, longitudinal fracture, joint angular medium, alignment down 25%, sag 10%.

SP-2176 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 81.25 Pipe 5% full of water, no problems


Pipe cleaned (25% blocked prior to cleaning). Pipe 5% full of water, infiltration weeper at joint.


Pipe cleaned (0% blocked prior to cleaning, U/S CB access covered by vegetation). Pipe 5% full of water, no problems.

SP-2179 2111 0 3 0 3 1.5 0 1.5 12Concrete Pipe (non-reinforced) 47.45 Joint offset medium, longitudinal crack in top of pipe for 8ft.

SP-2180 0 3121 0 5 5 0 2.5 2.5 12Concrete Pipe (non-reinforced) 87.26 Deposits settled fine 10% for 71ft, deposits settled fine 15% for 13ft.


Pipe 10% full of water, deposits settled fine 20% for 17ft, deposits settled fine 10% for 17ft, fine roots at joint , pipe 10% full at sag in pipe.

SP-2184 0 3121 0 5 5 0 2.5 2.5 12 Polyethylene 59.15Deposits settled fine 15%, rocks blocking 10% of pipe, deposits settled fine 5% (not in report)

SP-2185 1100 1100 1 1 2 1 1 1 12Concrete Pipe (non-reinforced) 25.18 Pipe 5% full of water, alignment right 10%, joint separated medium with visible soil.


7 alignment changes to the left and right, infiltration stain at joints, two medium joint offsets (with water infiltration stains), deposits settled compacted 10%.


Joint offset medium, joint offset medium at the beginning and end of a 6-ft PVC pipe repair section, PVC alignment to the left, 4" tap break-in after PVC pipe section, alignment left, longitudinal crack at top of pipe (and joint offset small).

Page 17 of 29





From DS: deposits settled fines 20% for 5 feet followed by joint offset medium. Survey abandoned due to debris and joint offset.From US: continuous deposits settled fines 5% for 30 feet, hole with soil visible on side of pipe barrel, small hole at top of pipe, multiple fractures around pipe barrel for 4 feet. Survey abandoned due to debris at previous location match point.

SP-2191 0 3100 0 3 3 0 3 3 18Corrugated Metal Pipe 86.57 Deposits settled gravel 15% full for 17 feet.


Pipe is 10% full of water, continuous 1" perforations spaced every one to three pipe ribs along side of pipe wall for 18 feet, rock obstacles 20% for 15 feet.

SP-2194 0 3100 0 3 3 0 3 3 12Corrugated Metal Pipe 41.9 Pipe 5% full of water, deposits settled gravel 15% for 18 ft.

SP-2195 3100 4100 3 4 7 3 4 3.5 12Concrete Pipe (non-reinforced) 133.58 Pipe 5% full of water, 4" stormwater tap break-in, hole with infiltration runner.


Pipe broken in side of pipe with visible soil, joint offset medium, multiple fracture in side of pipe for 4ft.

SP-2199 0 0 0 0 0 0 0 0 12 Polyethylene 74.23 Pipe 10% full of water, no problems.SP-2200 0 0 0 0 0 0 0 0 12 Polyethylene 58.85 Pipe 5% full of water, no problems.SP-2201 4100 0 4 0 4 4 0 4 12 Polyethylene 78.65 Pipe 5% full of water, deformation 5% at bottom inlet is pushed up.


Pipe 15% full of water, (roots growing or trapped at joint offset) alignment down 25%, rocks blocking 10% of pipe (broken pipe?), pipe broken with visible void in top of pipe, multiple cracks in top of pipe, joint separated large, deposits settled gravel 10%.

SP-2203 0 0 0 0 0 0 0 0 12Corrugated Metal Pipe 55.68 Pipe 40% blocked prior to cleaning. No problems.


Unable to inspect due to heavy gravel deposits prior to cleaning. Pipe 10% full of water at sag in pipe.


Pipe 5% full of water, fine roots in barrel, obstacles other blocking 15% of pipe, deposits settled gravel blocking 15% of pipe for 14 ft.


Pipe 50% blocked prior to cleaning. Pipe 10% full of water. Pipe surface aggregate visible for 124ft. Joint offset medium with visible soil. Pipe 15% full of water at sag in pipe. Large joint offset with visible soil. Joint offset medium with visible soil. Joint separated medium with visible soil. Joint separated medium with visible soil. Joint separated medium with visible soil for 89 ft. Obstacles blocking 10% of pipe. Deposits settled compacted in top of pipe block 5% of pipe. Multiple fracture in top of pipe for 32ft. Surface aggregate visible for 98 ft. Joint offset medium with visible soil. Joint offset medium with visible soil. Large joint offset with visible soil. Joint offset medium with visible soil.

Page 18 of 29





Pipe 15% full of water, longitudinal crack for 11 feet, two 1" utility crossing through top of pipe with soil visible, multiple fractures, broken pipe with soil visible, longitudinal crack, 8" stormwater tap intruding 2 inches, alignment left 20%, joint offset medium.


Pipe 15% full of water, deposits settled fine 15% full for 23 feet, pipe 15% full of water at sag, deposits settled fine 10% full in two places.


Pipe not inspected due to heavy deposits prior to cleaning. Pipe 15% full of water. Pipe 20% full of water at sag in pipe. Pipe deformed 5%. 8" stormwater pipe tap break in.

SP-2370 0 0 0 0 0 0 0 0 12 Polyethylene 64.39 Pipe with running water 5% full. No problems.


Pipe 60% surcharged prior to cleaning. Joint separated medium with visible soil. Joint offset medium. Pipe material change from concrete to corrugated metal. Deposits settled compacted blocking 5% of pipe.



Pipe 5% full of water, 4'' abandoned stormwater pipe tap break-in, multiple cracks in side of pipe, 4'' stormwater pipe tap break-in intruding 1'', spiral crack in top of pipe, top of pipe broken with visible daylight, joint offset medium, longitudinal crack in the side of pipe, joint offset medium, 4'' stormwater pipe tap break-in intruding 3'', deposits settled compacted 5% for 13ft, joint offset medium.

SP-2496 1100 2200 1 4 5 1 2 1.67 12 Polyethylene 20.73 Alignment left 20%, joint angular medium, alignment left 20%.


SP-2540 0 2200 0 4 4 0 2 2 12Concrete Pipe (non-reinforced) 10.74 From DS: 0' - 10' deposits settled gravel (10%)


From DS: 0' Water level (30%); 4.39' Joint separated Medium, soil visible; 10.7' Joint Offset medum


Pipe cleaned (10% blocked prior to cleaning). Pipe 5% full of water, joint offset medium, longitudinal crack in top of pipe.

SP-2588 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 122.95 Pipe 5% full of water, pipe material change from ductile iron to concrete, no problems.


From US: Two alignment shifts to the left and right. Deposits settled fine 15% at the broken pipe joint at 4" tap break-in, 4" tap break-in intruding 1" with pipe material (and gravel) obstacle, multiple cracks at bottom of pipe. Survey abandoned, due to pipe chunk obstacle.From DS: Broken pipe with ingress deposits. Survey abandoned to match previous location.

Page 19 of 29





Deposits settled fine 10% for 8ft, water mark 35%, deposits settled gravel blocking 10% of pipe for 15 ft.


Deposits settled fine 15% for 10 feet, (pipe alignment up) with joint separated medium (small) with rock obstacles 15%, joint offset medium with obstacle at joint, longitudinal hinge fracture, deposits settled fines 15% for 76 feet, 4" tap break-in.

SP-2791 1100 5100 1 5 6 1 5 3 12Concrete Pipe (non-reinforced) 93

Pipe 20% blocked prior to cleaning. Deposits settled fine blocking 45% of pipe. Joint offset medium. Pipe capped at upstream end. Abandoned pipe.


SP-2833 0 3100 0 3 3 0 3 3 12Corrugated Metal Pipe 19.6 Pipe 5% full of water, deposits settled gravel 15% full for 10 feet.

SP-2835 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 41.71 No Problems


Deposits settled compacted 10%, obstacles rocks blocking 10% of pipe, deposits settled fine 20% for 41ft, joint separated medium.

SP-2837 0 2100 0 2 2 0 2 2 12 Ductile Iron Pipe 183.73 Obstacles rocks blocking 5% of pipe.


Pipe 5% full of water, joint separated medium, infiltration dripper in top of pipe, joint separated medium, infiltration dripper in top of pipe, joint separated medium, rocks blocking 10% of pipe.

SP-2839 1100 0 1 0 1 1 0 1 12Concrete Pipe (non-reinforced) 58.42 Joint offset medium.


Alignment down 10%, alignment down 15%, alignment right 10%, 4" stormwater tap-break in intruding 3", hole with soil visible (with possible plastic repair patch) and multiple cracks (fractures) immediately downstream of tap, joint angular medium, alignment left 10%, alignment left 10%, spiral crack at bottom of pipe.


Deposits settled gravel 20% for 14 ft, deformation/bulge in side of pipe 5%, deformation/bulge in top of pipe 10%, rocks 20%, corrosion damage in bottom of pipe (holes), deposits attached encrusted 5%, repair patch at broken pipe, deformation/bulge in top of pipe 5%, deposits settled gravel 15%

SP-2845 3100 0 3 0 3 3 0 3 12Concrete Pipe (non-reinforced) 34.73 multiple crack in top of pipe, (inlet is blocked by vegetation?)


Joint offset large, obstacles rock 10% full with standing water for 45 feet, material change to CMP.


Page 20 of 29





From US: Pipe 5% full of running water, roots medium joint (root mass?), 5" or 6" tap break in intruding 4". Survey abandoned unable to pass intruding pipe.From DS: 5" tap-break-in. Survey abandoned to match at second tap break-in location from previous video. (Fractures observed around tap.)

SP-2849 1100 0 1 0 1 1 0 1 12Concrete Pipe (non-reinforced) 30.94 Joint offset medium at one location.


pipe 5% full of water, deposits settled fine 15% for 17 ft, 4" stormwater pipe tap break-in intruding 3", deposits settled fine 15% for 44 ft.


Pipe 10% full of water, spiral crack in top of pipe, joint offset medium, multiple crack in top of pipe, pipe 15% full at sag in pipe, joint offset medium, alignment down 30%.

SP-2854 0 3322 0 13 13 0 2.6 2.6 12 Polyethylene 96.85

Pipe 5% full of water, fine root ball in barrel, medium root ball at joint blocking 25%, fine roots in barrel (for 11ft?), medium root ball at joint blocking 30%, 4" stormwater pipe tap break-in intruding 4".


Pipe 5% full of running water, four 4" tap break-ins intruding at 2", 3", 1", and 3", one joint offset large and one joint offset medium near one tap, joint separated medium.


Pipe 10% full of water, conduit (power?) intruding across pipe blocking 15%, multiple fracture at joint, fine roots in barrel, deposits attached encrustation 5% for 18 ft, fine roots at joint, deposits attached encrustation 10% x2, alignment down 25%, joint offset medium.


SP-2869 1200 0 2 0 2 1 0 1 12 Polyethylene 93 Joint offset medium, joint separated medium.


Pipe 5% full of water, deposits settled fine blocking 15% of pipe for 50ft, 4" stormwater pipe tap break-in, joint offset large 5", 4" stormwater pipe tap break-in intruding 2", 8" stormwater pipe tap break-in for 6", camera unable to continue. From D/S: pipe 5% full of water, joint offset medium, joint offset medium, deposits settled fine 15%, camera unable to continue past intruding stormwater pipe.

SP-2873 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 24 Pipe 5% full of water, no problems.


Multiple crack in top of pipe, spiral crack in top of pipe, obstacles rocks blocking 15% of pipe.

SP-2875 1100 0 1 0 1 1 0 1 12Corrugated Metal Pipe 74.67 Joint offset medium 1", pipe material change from CMP to concrete.


Joint Offset Medium with visible soil, joint separated medium with visible soil, pipe material change from concrete to PVC.

Page 21 of 29





Pipe 20% blocked prior to cleaning. Pipe 20% full of water. Multiple fractures in top of pipe. Surface aggregate visible for 15ft. Deposits settled gravel blocking 15% of pipe. Pipe material change from concrete to corrugated metal. Joint separated large with visible soil. 4" stormwater pipe tap break in. Pipe material change from corrugated metal to concrete. Joint offset medium with visible soil.

SP-2888 5100 0 5 0 5 5 0 5 12Concrete Pipe (non-reinforced) 84.52 4" pipe tap break-in, 4" pipe tap break-in, hole in top of pipe with visible soil.

SP-2889 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 74.19 Stormwater pipe tap break-in intruding 4".

SP-2890 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 36.58 Pipe 5% full of water, no problem.


SP-2892 2111 3100 3 3 6 1.5 3 2 12 Polyethylene 77.3Pipe 10% full of water, pipe 20% full at sag in pipe, deposits settled gravel 20% for 20 ft, joint offset medium, material change from PVC to concrete.




Pipe cleaned (25% blocked prior to cleaning). Pipe 5% full of water, multiple fractures (hinge fracture - H4) for 10 ft.


Pipe 5% full of water, material change from CMP to concrete, deposits settled gravel 10%, roots fine joint for 60 ft, 4" tap break in (stormwater) with circumferential fracture, deposits settled gravel 10%, roots fine joint, roots fine barrel, circumferential fracture , alignment left 5%, alignment right 5%, deposits settled gravel 5%, rocks 10%, alignment left 5%, 3" tap break in (stormwater) with broken pipe.


SP-2904 1100 4100 1 4 5 1 4 2.5 12Concrete Pipe (non-reinforced) 89.37 Joint separated medium with visible soil, deposits settled fine blocking 25%.


From U/S: Pipe 5% full of water, deposits settled gravel 5%, increasing to deposits settled gravel 20% entire length of pipe. Camera unable to pass gravel, survey from other end. From D/S: Pipe 5% full of water, deposits settled gravel 20% decreasing to deposits settled gravel 15%, entire length of pipe. Camera able to complete inspection.

Page 22 of 29




SP-2930 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 77.3 No Problems in pipe. CB-3021 buried with vegetative growth


Deposits ingress fine from sides of pipe at a joint offset medium, 4" tap break-in intruding 3", deposits settled fine 10% full. (Upstream catch basin fitted with a handmade weir constructed out of bucket cover)

SP-3018 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 22.1 Pipe candled (no video). Deposits settled fine 20% full for 2.5 ft at DS end of pipe.


Deposits settled fine 5% for 10 ft, deposits ingresses fine 20% at joint separated medium, longitudinal crack, deposits ingress fine 15% at joint separated medium, deposits settled fine 5%, deposits settled fine 15%.

SP-3021 0 4131 0 7 7 0 3.5 3.5 12Concrete Pipe (non-reinforced) 40.82 Deposits settled fine 15% for 12 ft, deposits settled fine 25% for 16 ft

SP-3022 0 5131 0 8 8 0 4 4 12Concrete Pipe (non-reinforced) 136.63 Deposits settled fine 20% for 17 ft, deposits settled fine 35% for 83 ft.

SP-3025 1100 2111 1 3 4 1 1.5 1.33 12Concrete Pipe (non-reinforced) 39.11 Rocks, sticks and sediment in joint 10%, joint offset medium, alignment right 10%

SP-3029 0 4131 0 7 7 0 3.5 3.5 12 Polyethylene 55.12Material change PE to concrete, deposits settled fine 15% full, deposits settled fine 30% full for 17 feet (95% full at outfall).


From DS: Multiple cracks in top of pipe, 6" tap break in (stormwater) intruding 4" with hole in pipe and piece of wood protruding, camera unable to continue, survey from other end. From US: 6" tap break in intruding, match to previous inspection.


Pipe 5% full of water, alignment down 10%, multiple fractures, alignment right 15%, longitudinal fracture, alignment left 15%.

SP-3034 0 3121 0 5 5 0 2.5 2.5 12Concrete Pipe (non-reinforced) 79.28 Deposits settled fines 15% full for 8 feet, 6" tap break in, alignment right.


Alignment right 10%, deposits settled compacted 15%, 6" tap break in (stormwater), multiple fractures, deposits attached encrusted 5%


Roots fine joint, deposits settled gravel 15%, joint offset medium, deposits settled gravel 10%, joint offset medium.

SP-3045 5132 1100 11 1 12 3.67 1 3 12Corrugated Metal Pipe 84.16

Pipe begins as ductile iron for approximately 5 feet, change of material to CMP, broken pipe with repair patch from 8 to 4 o'clock, two adjacent 1" or smaller holes, alignment right 10%, deformed pipe with bulge in pipe wall 35% of pipe area.

Page 23 of 29





Pipe 5% full of water, joint offset medium, roots fine joint, roots fine joint for 17 feet with pipe 10% full of water.

SP-3047 1100 3221 1 8 9 1 2.67 2.25 12 Ductile Iron Pipe 222.31Rocks 10%, material change ductile iron to concrete, deposits settled compacted 20% for 167 ft, joint offset medium.

SP-3049 0 0 0 0 0 0 0 0 12 Polyethylene 5.2 Pipe candled (no video). No problems.


From US: Small cracks in top of pipe, gas line crossing through pipe, pipe broken at gas line intrusion. Camera unable to pass gas line. From DS: Alignment right 15% x2, joint separation medium, alignment right 10% x5, multiple cracks with hole in top of pipe, longitudinal crack with gravel deposits 5% full, longitudinal crack with medium joint separation (broken/hole), joint angular medium, alignment left 10%, joint separation medium, multiple fractures in top of pipe, compacted deposits 5% full at joint (grout? Concrete?), longitudinal crack in bottom of pipe, joint separation medium, other side of gas pipe crossing through. Inspection complete

SP-3051 1100 3200 1 6 7 1 3 2.33 12Concrete Pipe (non-reinforced) 141.17 Joint offset medium, deposits settled compacted and gravel 15% for 12 ft.



Obstacles rocks 10% full, material change from ductile iron pipe to non-reinforced concrete, deposits settled compacted 20% for 96 ft, cracks at joint offset medium,


Pipe 40% blocked prior to cleaning. Surface aggregate visible for 110 ft, joint offset medium with visible soil, joint offset medium with visible soil, joint offset medium with visible soil, joint offset medium, sag 20% (rise in water level), sag 25% (rise in water level) for 30 ft at pipe inlet (outlet?)



Pipe cleaned (30% blocked prior to cleaning). Pipe 5% full of water, fine roots at joint for 36 ft, repair patch in top of pipe, multiple cracks in top pipe, repair patch in top of pipe, multiple crack at joint, multiple crack at joint, pipe 10% full at sag in pipe.

SP-3067 0 0 0 0 0 0 0 0 12 Polyethylene 64.68 No problems.SP-3069 0 0 0 0 0 0 0 0 12 Polyethylene 106.71 Pipe 5% full of water, no problems.


SP-3074 0 3100 0 3 3 0 3 3 12Corrugated Metal Pipe 18.06 Pipe 10% full of water, deposits settled gravel 15% for 6 ft.


Page 24 of 29





Pipe 5% full of water, joint offset large, joint separated medium with visible soil, joint separated medium, multiple crack in top of pipe.


Pipe 5% full of water, multiple cracks, spiral crack from 12 to 2 o'clock, longitudinal crack, circumferential fracture from 4 to 8 o'clock with infiltration weeper.

SP-3079 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 192.4 No problems.



Pipe 5% full of water, deposits ingress other blocking 10%,pipe intruding across pipe (gas/power/cable?) blocking 30%.


Alignment right 15%, tap break in 4" stormwater, alignment left 10%, alignment right 15% for 17 ft with joint angular medium. US CB buried.



SP-3254 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 83.77 Pipe cleaned (25% blocked prior to cleaning). Pipe 5% full of water, no problems.


Pipe 60% surcharged prior to cleaning. Pipe 20% full of water at sag in pipe. Joint separated medium with visible soil.

SP-3259 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 32.42 Pipe 5% full of water, deposits settled fine 15% full for 12 feet.

SP-3347 0 1100 0 1 1 0 1 1 18Corrugated Metal Pipe 23.15 Pipe 15% full of water, fine roots at joint.

SP-3348 0 2100 0 2 2 0 2 2 12Concrete Pipe (non-reinforced) 14.04 Pipe 30% blocked prior to cleaning. Deposits settled compacted blocking 5% of pipe.



Water mark 15% , deposits settled compacted 5%, circumferential crack in bottom of pipe, deposits settled other (rocks and debris) 10% for 6 ft, joint separated medium with small visible void in bottom of pipe, deposits settled other (rocks and debris) blocking 10% of pipe for 15 ft.

Page 25 of 29




SP-3425 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 38.6 No Problems


From US: 13.46 - 43.5' Deposits settled compacted (10%); 17.34' Crack longitudinal; 43.5' survey abandoned Rock deposits.From DS: multiple joint offsets medium; 16.65' Tap break-in intruding; 27.26; Tap break-in intruding


From DS: 22.5' Joint separated Medium; 43.8' Crack longitudinal; 43.8' Joint offset; 46.8' Joint offset; 46.8' broken segment; 49.7' Joint offset; 52.7' Joint offset

SP-3428 2200 2100 4 2 6 2 2 2 12 polypropylene 128.69From US: 24.37 slight sag in pipe (water level 5%); 76.4' slight sag in pipe (water level 5%); 125.9' Deposits rocks (10%)

SP-3429 0 0 0 0 0 0 0 0 12Concrete Pipe (non-reinforced) 25.2 no problems

SP-3431 0 2400 0 8 8 0 2 2 12 polyvinyl chloride 145.2From DS: 61.88' Material Change (Concrete non-reinforced); 63'-84' Deposits settled gravel (<10%)


Unknown upstream CB assigned CB-150, pipe 5% full of water, longitudinal crack in top of pipe, multiple crack in side of pipe for 5 ft, longitudinal crack at bottom of pipe for 3 ft, longitudinal crack in top of pipe.


SP-3540 2100 3121 2 5 7 2 2.5 2.33 12Concrete Pipe (non-reinforced) 69

Pipe 10% full of water, deposits settled fine 10% full for 16 feet, pipe 20% full at sag, deposits settled fine 10% full.



Pipe 10% full of water, joint offset medium with visible soil, pipe 15% full at sag in pipe, fine roots at joint, joint offset medium.

SP-3701 2100 0 2 0 2 2 0 2 20Reinforced Concrete Pipe 45.27 Pipe 5% full of water, longitudinal crack in top of pipe for 10 ft.


SP-3704 1100 0 1 0 1 1 0 1 12Concrete Pipe (non-reinforced) 15.01 Pipe 5% full of water, joint offset medium.



Pipe 5% full of water, deposits settled gravel 5% for 16 ft, longitudinal crack in top of pipe, deposits settle gravel 15% for 24ft.

Page 26 of 29






Pipe 5% full of water, longitudinal crack, multiple cracks, 4" stormwater tap intruding 2", joint angular medium with soil visible.

SP-3712 2311 3124 7 11 18 1.75 2.2 2 12 Polyvinyl Chloride 112.93

Pipe 5% full of water, deposits settled fine 15%, longitudinal crack in top of pipe, joint offset medium, longitudinal crack at top for 7 ft, longitudinal crack at bottom, rocks blocking 10%, deposits settled gravel 10%, infiltration weeper at joint X2, 4" stormwater pipe tap break-in.

SP-3713 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe 44.3 Pipe 5% full of water, deposits settled fine 5% for 12 ft.


Pipe 75% blocked prior to cleaning. Surface aggregate visible for 32ft. Joint separated medium with visible soil. Joint angular medium in bottom of pipe with visible soil.


Pipe 10% full at sag, 4" stormwater tap break-in intruding 2 inches, deposits settled fine 10% full for 29 feet, pipe 10% full at sag.


Alignment left 10%, alignment right 10%, alignment left 10%, alignment right 10%, longitudinal crack, deposits ingress 5% full, 4" stormwater tap break-in intruding 3" with multiple cracks.

SP-3721 0 3200 0 6 6 0 3 3 12 Polyethylene 20.32 Deposits settled fine 15% for 10 feet, rock obstacles 20% full.


Pipe 5% full of water, deposits settled gravel 5% for 26 ft, deposits settle gravel 10% for 9 ft, repair patch at top.


Pipe 5% full of water, two holes at top of pipe with visible soil, deposits settled gravel 5%.

SP-3724 0 2100 0 2 2 0 2 2 12 Polyethylene 72.93 Pipe 5% full of water, 4" stormwater tap break-in intruding 2 inches.

SP-3725 3121 4100 5 4 9 2.5 4 3 12Corrugated Metal Pipe 133.44 Pipe 15% full of water, hole in side of pipe, pipe 25% full at sag in pipe.


Pipe 5% full of water, 4" stormwater pipe tap break-in, joint separated medium with visible soil, crack longitudinal in top of pipe, 4" stormwater pipe tap break-in.

SP-3729 5100 0 5 0 5 5 0 5 12Concrete Pipe (non-reinforced) 33.93 Pipe broken at joint.

SP-3730 5100 3100 5 3 8 5 3 4 12Concrete Pipe (non-reinforced) 49.14 Pipe 5% full of water, medium roots at joint for 4ft, pipe broken at top.

SP-3732 4121 0 6 0 6 3 0 3 12 Polyethylene 141.99 Pipe 5% full of water, pipe deformed 5%, pipe 10% full at sag in pipe.


Pipe 5% full of water, deposits attached encrustation 5%, pipe 15% full of water, deposits settled fine blocking 15% of pipe for 23ft.

SP-3739 5100 3100 5 3 8 5 3 4 12Corrugated Metal Pipe 145.65 Pipe 5% full of water, deposits settled gravel 20%m hole in top of pipe with visible soil.

Page 27 of 29





Pipe 5% full of water, deposits settled other blocking 15%, deposits settled fine blocking 10% of pipe for 5ft.


From U/S: Pipe 5% full of water, deposits settled fine blocking 20% of pipe for 4ft, camera unable to pass deposits. From D/S: Pipe 5% full of water, deposits settled fine 15%, 12" stormwater pipe tap break-in, obstacles blocking 25% of pipe.

SP-3753 2100 1100 2 1 3 2 1 1.5 12Concrete Pipe (non-reinforced) 53.63 Spiral crack in side of pipe, fine roots at joint.


4" pipe stormwater pipe tap break-in intruding 4", pipe broken with visible soil, joint offset medium, longitudinal crack in top of pipe.

SP-3756 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 57.68 Pipe 25% full of water, deposits settled fine 15% for 39 ft, 4" stormwater tap break-in.


Pipe 25% blocked prior to cleaning. Pipe 5% full of water, 8" stormwater pipe tap break in, intruding 2".


SP-3760 2111 0 3 0 3 1.5 0 1.5 12Concrete Pipe (non-reinforced) 55.69 Pipe 5% full of water, joint offset medium, longitudinal crack in top of pipe.


Pipe 5% full of water, joint offset medium, multiple fractures in side of pipe, longitudinal cracks in top of pipe for 10ft, longitudinal crack in bottom of pipe, longitudinal crack in bottom of pipe for 7ft, longitudinal fracture in bottom of pipe for 5ft, longitudinal fracture in top of pipe for 5ft, multiple fracture at joint for 6ft, deposits settled compacted 5%, multiple fracture in top of pipe x2.


Surface aggregate visible in bottom of pipe for 38ft, rocks blocking 10% of pipe, joint offset medium 2", longitudinal fracture in top of pipe, longitudinal crack in top of pipe, joint offset medium 2", longitudinal fracture in bottom of pipe for 5ft, longitudinal fracture in top of pipe for 5ft, (deposits settle gravel 10%?)


Pipe 20% full of water at inlet, pipe 5% full of water, deposits settled fine 20% full, pipe 15% full at sag



SP-3913 0 5100 0 5 5 0 5 5 12 Polyethylene 4.6 Pipe candled (no video). Deposits settled fine 75% full.

Page 28 of 29







Pipe cleaned (20% blocked prior to cleaning). Pipe 5% full of water, alignment left 20%, joint angular medium, roots medium joint 15% full for 26 feet, pipe 20% full of water at sag.

SP-3917 0 5100 0 5 5 0 5 5 12Concrete Pipe (non-reinforced) 22.25 Pipe candled (no video). Deposits settled fine 35% full.


Deposits settled compacted 5%, joint offset medium, longitudinal crack, alignment down 15% for 10 ft.


Pipe 5% full of water, roots fine barrel, roots fine joint, spiral crack from 10 to 12 o'clock, deposits attached encrustation 15% full, roots fine joint.


Pipe 5% full of water, joint angular medium, alignment right, continuous roots fine joint at bottom of pipe for 10 feet, alignment right 15%, alignment left 15%, alignment left 10%, encrusted deposits 5% full at joint, fine deposits ingress 15% at bottom of joint, alignment left 15%, crack spiral, material change to PVC.

SP-393 0 3121 0 5 5 0 2.5 2.5 12Concrete Pipe (non-reinforced) 43.71 Alignment left 15% for 12 ft, deposits settled fine 15% for 4 ft


SP-3939 0 3122 0 7 7 0 2.33 2.33 12 Polyvinyl Chloride 60.3 Alignment left 20%, alignment left 20%, minor debris deposits settled at outlet.


Alignment right 15%, joint angular medium, alignment right 15% for 7 ft, multiple cracks in top of pipe at joint/alignment change, alignment left 15%, joint offset medium, 6" tap break in (stormwater) intruding 2" with multiple cracks in mainline, alignment left 20%, hole with void in bottom of pipe at joint.

SP-3940 5200 4200 10 8 18 5 4 4.5 12 Polyethylene 84.1

From US: Deposits settled fine 25% full for 26 feet, vertical deformation 30% with broken pipe from 10 to 2 o'clock, camera unable to pass deposits.From DS: Deposits settled fine 25% full for 54 feet.

Page 29 of 29





Pipe 40% blocked prior to cleaning. Deposits settled fine 5% (not in report), fine roots at joints (not in report), pipe 15% full of water at sag in pipe (water backed up to small joint offset), 4" stormwater pipe tap break in, intruding 2", surface aggregate visible for 24ft, hole in bottom of pipe, pipe 5% full of water at sag in pipe.

SP-3950 0 4100 0 4 4 0 4 4 12 Polyethylene 47.51 Pipe 5% full of water, alignment down 25%.

SP-3951 0 2200 0 4 4 0 2 2 12 Polyethylene 24.2 Pipe 5% full of water, alignment down 15%, deposits settled fine 5% full.SP-3952 0 3100 0 3 3 0 3 3 12 Polyethylene 53.22 Pipe 5% full of water, 4" stormwater tap intruding 3".

SP-3953 1100 3100 1 3 4 1 3 2 12 Polyethylene 106.28 Pipe 5% full of water, 4" stormwater tap break-in intruding 4", joint offset medium.


Alignment left 15%, deposits settled compacted 20% full for 6 feet, 4" stormwater tap break-in.

SP-399 2100 0 2 0 2 2 0 2 12Concrete Pipe (non-reinforced) 46.13 Longitudinal crack.


Joint offset medium with protruding grout in bottom half of joint 10%, deposits settled gravel 10%, roots fine joint with multiple cracks, joint offset medium, rocks blocking 25%.


Deposits settled fine 20% full for 13 feet, deposits settled compacted 25% full for 5 feet, alignment left 10%, deposits settled fine 15% full for 14 feet.

Page 1 of 3

Asset_ID Diam. (in.) Material Problem

SP-10708 8 PVC Not inspected - 8" pipe.

SP-10931Unable to access pipe, flow control gate at upstream structure and grade too steep from downstream.

SP-10984 Unable to access pipe due to flow restrictor.

SP-10986 Unable to access pipe due to flow restrictor.

SP-1259

Heavy Cleaning needed. - Unable to locate D/S outfall, U/S inlet is 90% covered with rocks. Unable to place tractor in pipe due to rocks & debris. 8.6.2015

SP-1303Not inspected - both ends are 100% blocked with debris/vegetation.

SP-13056 8 Not inspected - 8" pipe.

SP-13138 Unable to locate pipe.


SP-14411 18 CMP No inspection. Pipe grade too steep.

SP-1468 Unable to inspect, pipe reduces to 8" approximately 3 ft from CB.

SP-14795 Unable to inspect, US and DS CB's are buried.

SP-14959No inspection - pipe 50% full of debris due to d/s discharge point blockage.

SP-14961No inspection - discharge point ditch line is overgrown, backing up CB's u/s.

SP-15652Unable to inspect, Pipe reduces to 8" approx. at 3ft. fro D/S CB. also rocks in pipe approx. 30%.

SP-15702 8 HDPE No CCTV as line is a 8" HDPE and out of scope - 8.27.2015

SP-1675 18Reinforced Concrete Pipe

No inspection. Unable to access both ends of pipe (undercut) without doing entry.

SP-1746 No inspection. Pipe 50% surcharged.

SP-1945 Not inspected, CB-72 buried.

SP-2139 12Concrete Pipe (non-reinforced)

Unable to access. Unable to complete candling for SP-2139 due to Inlet, Ditch line & Outfall being filled in with dirt for plants - 8.28.2015

SP-2182 No inspection - broken pipe 32 ft from CB-201.

SP-2660 No inspection. Pipe 25% surcharged.


SP-2834No inspection - U/S access covered by vegetation, D/S drops in ravine.


Unable to access pipe, inlet 85% full of debris and outfall 70% full of debris.

SP-3033 6Concrete Pipe (non-reinforced) Line is 6" Concrete, scope calls for 12" and larger to be inspected. - 8.27.2015

SP-3042 12Corrugated Metal Pipe

Unable to perform CCTV due to heavy deposits in line, approx. 85% of pipe, line needs heavy cleaning prior to CCTV - 8.28.2015

SP-3048 12 ADS-1Pipe not found. Line, crossing 15th Ave NW, does not exist. Line coming down the hill into the CB is a 12" HDPE - 8.27.2015

SP-3541 No inspection. Discharge point 95% surcharged, ditch line full.

SP-3635No inspection. Both pipe ends covered with mud and vegetation.

SP-3685Heavy Cleaning needed. - Line has about 40% debris & water in line, unable to complete CCTV - 8.17.2015

Table 5. Pipes Not Inspected

Page 2 of 3

Asset_ID Diam. (in.) Material ProblemTable 5. Pipes Not Inspected


SP-3767 No inspection - discharge point 50% plugged.


Unable to perform CCTV due to heavy sediment (50% of pipe) and large rocks in line - 8.19.2015

SP-3927 12 ADS-1

Unable to access. Inlet has large rocks, grass and chicken wire over top, unable to access. Unknown CB and inlet not on maps, lines are 50% to 75% impacted by debris. Outfall is impacted by gravel & debris, approx. 80%. - 8.27.2015

SP-404 8Concrete Pipe (non-reinforced) Pipe is 8" concrete - not inspected.

SP-427 No inspection - both ends of pipe are buried.

SP-4450 No inspection - unable to video due to high water level.

SP-4514No inspection. Both pipe ends covered with mud and vegetation.

SP-4601 8 PVC Not inspected - 8" pipe.

SP-4649 Unable to inspect pipe, however, pipe inspection report and video originally labeled as SP-4649 was actually for SP-6071




SP-5447 Unable to inspect due to heavy debris at both ends of pipe.



SP-5466 No inspection - Broken CB lid.

SP-5479 No inspection - car parked over CB



SP-6120 No inspection. Pipe has 25% to 35% sediment.

SP-6189 No inspection - high water level.

SP-6332 No inspection - heave debris at both ends of pipe.


SP-6519 No inspection - pipe is capped off 3 ft from CB-7784


22' 85% Settled Sediment. Heavy Cleaning Needed 8.18.2015


Unable to locate Inlet or Outfall for culvert. No CCTV performed 8.18.2015

Page 3 of 3

Asset_ID Diam. (in.) Material ProblemTable 5. Pipes Not Inspected

SP-7199Unable to inspect due to rocks and dirt in inlet and 40% dirt and rocks at DS CB-1610.

SP-7284 No inspection - pipe 50% full of debris, u/s CB blocked by car.

SP-7285 No inspection - 30% debris at both ends.

SP-7288No inspection - one end 40% full of debris, the other end is blocked by a car.



Not inspected - end of pipe 50% full.


Not inspected - unable to access.


Not inspected - unable to access.

SP-7346 12Concrete Pipe (non-reinforced) No Inspection


Not inspected - Unable to locate and completed CCTV, only 3 sections of pipe visible from other side of fence line.


Unable to locate pipe for candling. 8.18.2015

SP-9214 No inspection - unable to locate pipe.


Unable to inspect due to debris in line.

SP-9727 6 No inspection - small basin with 6" pipes.


No Inspection - CB full and pipe 75% surcharged.

Page 1 of 40

Asset_ID QSR QMR SPR MPR OPR SPRI MPRI OPRI

Diam. (in.) Material


Important Information from Innovac

Reason Incomplete

SP-1062 0 2200 0 4 4 0 2 2 12 Polyethylene 3.67

Alignment up 15%, deposits settled fine 10% full at downstream end. Unable to locate upstream structure. Camera not able to pass deposits and continue up the steep slope (17% grade). Unable to locate US structure.

Line is not on maps. Unable to complete due to 17% grade, need to locate U/S Structure - 8.27.2015

Maintenance and steep grade


Gravel in bottom of pipe 15% full for 8 ft, deposits ingress fine at joint 5% full and alignment left 15%, deposits settled compacted on side of pipe for 3 ft 5% full, gravel in bottom of pipe 15% full for 20 ft, alignment left 15%, deposits settled compacted on side of pipe 20% full for 2 ft, 6" tap break in (stormwater), rocks and gravel in pipe 50% full, pipe changes to 4" pipe (4" pipe 50% full with sediment), camera unable to continue, upstream structure unknown.

Maintenance and Tap-in


Pipe 5% full of water, pipe 10% full of water at sag in pipe, joint separated (offset) medium, alignment right 10%, pipe 50% full of water and gravel, camera unable to continue, no reverse inspection because discharge point is buried.

Abandoned survey at 59ft. from U/S CB. Pipe is 50% full of debris and discharge point is buried. 11-5-2015. Flagged for Heavy Cleaning. Maintenance

Table 6. Pipes with Incomplete Inspections

Page 2 of 40





Reason Incomplete


SP-10981 2200 5100 4 5 9 2 5 3 12 Polyethylene 42.13

Pipe 5% full of water for 13 ft, pipe 10% full of water for 13 ft (not a sag), pipe 15% full of water for 5 ft (not a sag), pipe 35% full of water and debris, camera unable to continue, no reverse inspection.

Abandoned due to debris/water level 40%, Heavy cleaning needed. 10-21-2015. Flagged for Heavy Cleaning. Maintenance


From D/S: Pipe 5% full of water, alignment right 20%, alignment right 25%, root ball in barrel blocking 90% of pipe, camera unable to continue, no reverse inspection because high water level at U/S.

Abandoned 20ft from D/S CB, Root ball 95%. 12-4-2015, Unable to survey from U/S, HIGH WATER LEVEL. 12-3-2015. Flagged for Heavy Cleaning.

Maintenance and High Water

SP-11192 0 0 0 0 0 0 0 0 12 Polyethylene 13.48

Pipe 5% full of water, camera unable to pass steep grade.

Abandoned 13ft from D/S CB, Grade too steep to climb. 12-22-2015 Steep grade

SP-119 0 5132 0 11 11 0 3.67 3.67 12 Polyethylene 91.9

From DS - Deposits settled fine 20%, camera unable to pass. From US - Water level 5%, deposits settled fine 15%, deposits settled fine 40%, camera unable to pass, unable to match previous inspection, but downstream CB visible in distance.

Heavy deposits in last 10ft of pipe. 10-28-2015. Flagged for Heavy Cleaning. Maintenance

Page 3 of 40





Reason Incomplete



Fine (medium?) roots at joint, fine roots at joint, deposits settled gravel 25% for 7 ft, deposits settled fine 35% for 6 ft, camera unable to pass deposits, no inspection from other end.

Heavy Cleaning needed. - Unable to complete CCTV due to debris, 37' D/S of Inlet. 8.7.2015. Flagged for Heavy Cleaning. Maintenance


Deposits settled other (sediment and rocks) 40% for 5 ft, camera unable to continue, no inspection from other end because pipe inlet 25% full of debris.

Abandoned Due to debris 40%. Upstream inlet is approx. 25% full of debris. 10-21-2015. Flagged for Heavy Cleaning. Maintenance


Attached encrusted deposits 5% full for 1 ft, attached encrusted deposits 10% full for 2 ft at joint (both sides), attached encrusted deposits 35% full for 2 ft at joint (both sides), alignment right 20%, camera unable to continue past deposits, upstream CB visible, pipe looks ok. Maintenance


From US: Pipe 10% full of water for 12 ft, deposits settled gravel 15%, pipe 20% full of water, deposits settled gravel 20%, joint offset medium, pipe 20% full of water, unable to pass debris in line, 10' U/S of CB-10328, camera under water. From DS: Water level 5%, water level 15%, deposits settled fine 15%, camera under water, unable to pass debris underwater @ 54' D/S of CB-5236.


Page 4 of 40





Reason Incomplete



12" tee connection with blind tap (at downstream CB). No problems. Tap-in

SP-1331 0 4131 0 9 9 0 3 3 12 Polyethylene 20.56

Pipe 5% full of water, deposits settled fine 10%, deposits settled fine 20%, deposits settled fine 25%, camera unable to pass heavy deposits, no reverse inspection.

Abandoned at 20ft. Heavy deposits. 11-23-2015 Maintenance

SP-14527 5121 2100 8 2 10 2.67 2 2.5 12

Concrete Pipe (non-reinforced) 28.83

From US: Material change from PVC to non-reinforced concrete at 3.5 ft, hole with void visible on side wall, alignment right 15%, joint angular medium, survey abandoned due to joint offset.From DS: Joint offset large, survey abandoned due to joint offset. Video not complete.

Unable to pass offset joint, unable match to previous inspection - 10.05.2015Unable to pass joint issue 20' D/S of CB-11130 - 10.05.2015 Structural

SP-14575 1100 4132 1 12 13 1 3 2.6 12


Pipe 30% blocked prior to cleaning. From US: PVC pipe for first 4 ft, then change to concrete, pipe 5% full of water, tap roots at joint blocking 50%, camera unable to pass, inspect from other end, jetting nozzle visible downstream.From DS: Pipe 10% full of water, joint offset medium, 4" stormwater tap break-in defective (full of gravel), medium roots at joint for 12 ft, camera jumps from 17.74 ft to 29.61 ft, root ball at joint blocking 80%, camera unable to continue, inspection not complete.

Abandoned 17ft from D/S CB, Heavy roots. Root Ball at 20ft, Car blocking U/S CB. 11-25-2015. Flagged for Heavy Cleaning. Pipe cleaned and reinspected 2/11/16. Maintenance

Page 5 of 40





Reason Incomplete


SP-15323 5212 2200 12 4 16 3 2 2.67 12


LARGE VOID found and reported to the City 11/4/15. City to replace pipe with same size and slope, but different material in November 2015.

Unable to complete, pipe section missing at 9ft. LARGE VOID. 11-3-2015. Unable to locate D/S CB. Structural

SP-15390 0 5131 0 8 8 0 4 4 12


From US: Deposits settled fine 15% full for 9 feet then becomes compacted settled deposits 60% full. Survey abandoned due to debris.No additional videos taken.

Unable to pass 65% debris in line, 8' D/S of CB-11811. Heavy cleaning needed - 10.20.2015. Flagged for Heavy Cleaning. Maintenance

SP-15394 1100 3221 1 8 9 1 2.67 2.25 12


From DS: Deposits settled fines 15% for 16 feet then increases to 25% full for 20 feet, alignment down, joint offset medium. Survey abandoned due to joint offset and debris.No additional videos taken.

Unable to pass debris and offset joint in line - 10.21.2015

Maintenance and Structural

SP-15650 1100 3100 1 3 4 1 3 2 12


From U/S: Pipe 5% full of water, deposits settled compacted 15% for 3ft, camera unable to continue due to compacted deposits (concrete?). From D/S: Pipe 5% full of water, joint offset medium, camera unable to continue past joint offset. Inspection NOT complete.

Abandoned at 17ft from U/S due to deposits compacted on pipe wall. 11-13-2015 Abandoned at 38ft from D/S Due to offset joint. 11-13-2015 Structural

SP-15662 0 4100 0 4 4 0 4 4 12

Corrugated Metal Pipe 74.21

Pipe 5% full of water, 8" stormwater pipe tap break-in intruding 3", camera unable to pass intruding pipe.

Pin contains no information, kept green Tap-in

Page 6 of 40





Reason Incomplete


SP-15806 0 5131 0 8 8 0 4 4 12


Deposits settled fine 15% for 6ft, deposits settled fine blocking 50% of pipe, camera unable to continue past deposits, no reverse inspection.

Unable to complete, deposits at 50% abandoned at 12ft. pipe runs to the west NOT THE SOUTH. 12-1-2015. Flagged for Heavy Cleaning. Maintenance

SP-15807 0 5131 0 8 8 0 4 4 12


deposits settled fine 15% for 35 ft, deposits settled fine blocking 100%, camera unable to continue, no reverse inspection.

100% Blockage at 38ft. 12-1-2015. Flagged for Cleaning. Maintenance


Pipe 5% full of water, deposits settled fine 15% full for 28 feet, deposits settled fine 20% full, camera unable to pass deposits.

Abandoned 47ft from U/S CB, heavy deposits. 12-23-2015. Flagged for Heavy Cleaning.

Maintenance


Pipe 5% full of water, deposits settled fine 10% full for 5 feet, deposits settled fine 20% full for 11 feet, broken pipe with concrete repair patch and soil visible, deposits settled fine 40% full, camera unable to pass deposits.

Abandoned 23ft from U/S CB, Heavy deposits. 12-11-2015


Page 7 of 40





Reason Incomplete


SP-1864 5331 432A 25 32 57 2.78 2.46 2.59 12 Polyethylene 153.08

Alignment down 25%, alignment up 15%, broken with fine roots in bottom of pipe, broken with roots in bottom of pipe, alignment down 15%, holes from 7 to 12 with daylight visible (pipe above ground), joint separated medium with daylight visible (pipe above ground), hole with daylight visible from 6 to 11 (pipe above ground), alignment down 25%, right 15%, left 20%, right 25%, joint separated large (complete separation of pipe, daylight visible, pipe above ground), alignment right 15%, joint offset medium (daylight visible, pipe above ground), alignment right 15%, joint offset medium (daylight visible, pipe above ground), alignment left 15%, joint offset large (daylight visible, downstream pipe section barely visible, pipe above ground), camera unable to continue.

Structural and Maintenance


Deposits settled fine 15% for 6 ft, deposits settled fine blocking 20%, camera unable to pass, no reverse inspection because heavy deposits at D/S.

Abandoned 18ft from U/S, Heavy deposits throughout. 11-30-2015. Flagged for Heavy Cleaning. Maintenance

Page 8 of 40





Reason Incomplete



Pipe 5% full of water, deposits settled fine 15% for 21ft, 4" stormwater pipe tap break-in, obstacles rocks blocking 10% of pipe, deposits ingress fine 15% in side of pipe, circumferential crack in top of pipe, obstacles rocks blocking 10% of pipe, obstacles rocks blocking 15% of pipe, camera unable to continue past rocks, no reverse inspection because heavy deposits at downstream CB.

Abandoned at 31ft, from U/S CB, Heavy deposits. Also heavy deposits at D/S CB. 11-23-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 5% full of water, deposits settled compacted blocking 25% of pipe, camera unable to continue past heavy deposits, no reverse inspection.

Abandoned 9ft from D/S CB, Heavy deposits throughout. 11-25-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 5% full of water, alignment down 25%, 6" stormwater pipe break-in, pipe broken in side of pipe with visible soil, defective repair patch in top of pipe, pipe 15% full at sag in pipe, obstacle rocks blocking 15% of pipe, pipe size change from 12 inch to 8 inch, camera unable to continue, no reverse inspection because pipe size change.

Abandoned at 111ft. From U/S CB, Pipe reduces to 8" Unable to video from D/S 8" pipe at D/S. 11-16-2015 Tap-in

Page 9 of 40





Reason Incomplete



From US: Broken pipe with defective plastic repair patch, 4" stormwater tap break-in intruding 10 inches, camera unable to pass tap.From DS: Deposits settled fine 20% full entire length, basketball in pipe blocking 95%, camera unable to pass basketball.

Abandoned 23ft from U/S. Intruding connection. 12-2-2015 Abandoned 13ft from D/S, basketball in pipe. 12-2-2015 . Flagged for Heavy Cleaning. Tap-in


Pipe 60% blocked prior to cleaning. Pipe 20% full of water. 8" stormwater pipe tap break in intruding 5", camera unable to continue pass intruding pipe. No Reverse inspection.

High water level, 50-60% with debris. 12-22-2015Unable to locate CB. 12-22-2015. Flagged for Heavy Cleaning.Pipe cleaned and reinspected 2/15/16 Tap-in


Gravel and rocks in bottom of pipe 15% full for 8ft, 20% full of sediment at 1 joint, then gravel and rocks in bottom of pipe 10% to 30% full for 30 ft, camera unable to continue past large rock, light at inlet visible.

Flagged for Heavy Cleaning. Maintenance


From US: Pipe 5% full of water, deposits settled fine 10% full, deposits settled fine 20% full for 7 feet, camera unable to pass heavy deposits.From DS: Pipe 5% full of water, deposits settled fine 15% full for 31 feet, camera unable to pass heavy deposits. Maintenance

Page 10 of 40





Reason Incomplete



From DS: 4-ft PVC pipe repair section (large joint offset with visible void at material change - not in report), deposits settled fines 15% for 3.5 feet followed by deposits settled fines 25% full for 16 feet then 40% full for 4 ft. Survey abandoned due to debris. No inspection from upstream end, upstream inlet is 8" concrete.

Unable to pass debris in line @ 27' U/S of CB-10330. U/S Inlet is a 8" Concrete line. Maintenance


Deposits settled fine 25%, deposits settled fine at joints for 7 feet, deposits settled fine 15% for 9 feet, deposits settled fine 20% 9 feet, multiple cracks (fractures) in top of pipe, deposits settled fine 35%, camera unable to continue, no survey from other end due to heavy debris.

Heavy Cleaning needed. - Performed CCTV 97' D/S of Inlet, unable to complete due to debris. Unable to complete from D/S outfall due to debris, cleaning needed. - 8.7.2015. Flagged for Heavy Cleaning. Maintenance


From U/S: pipe 5% full of water, deposits settled fine 5% for 18ft, obstacles rocks blocking 15% of pipe, deposits ingress in bottom of pipe blocking 15% of pipe, repair patch at joint, obstacle basketball blocking 95% of pipe, camera unable to continue past basketball. From D/S: Flow restrictor installed in pipe, pipe material change from concrete to PVC, pipe size change from 12" to 6", camera unable to continue.

Pipes capped off at 64ft. from CB-5171. 11-20-2015At 31ft from D/S CB, some kind of flow restrictor installed in pipe. Pipe reduces to 4" 11-20-2015 Structural

Page 11 of 40





Reason Incomplete



From DS: Pipe is 5% full. Obstacles rock 15% for 4 feet. Survey abandoned due to large rocks.No additional video taken.

Unable to complete from U/S, large rocks in pipe at 19ft. 10-29-2015 Maintenance


Deposits settled fine 10% for 12 ft, obstacles other (sand bags?) blocking 100% of pipe, camera unable to continue, no reverse inspection.

Abandoned 15ft from CB-1696, 100% blockage. 12-1-2015. Flagged for Heavy Cleaning. Maintenance

SP-2576 2100 5131 2 8 10 2 4 3.33 18Reinforced Concrete Pipe 122.34

Pipe 40% full of water, roots medium joint, 4" utility line passing through pipe, pipe 10% full of water. Utility crossing


Broken pipe, 95% blocked with rocks, sporting equipment, concrete pipe chunks, and garbage (possible cross bore?), camera unable to continue, no reverse inspection.

Missing video. Pipe is outside Puget Sound Basin Boundaries. Maintenance


From DS: Multiple fractures along top of pipe for 7 feet, alignment shifts to the right, obstacles (pipe material), pipe wall broken with hole visible at joint and ingress deposits from side wall.No additional video taken.

Unable to pass rocks 11' U/S of CB-107 and unknown location of U/S CB/Inlet. Pipe is broken at 11' - 10.13.2015


Page 12 of 40





Reason Incomplete



From D/S: Pipe 5% full of water, joint offset medium with visible soil, infiltration weepers at joints for 44 ft, medium root ball at joint blocking 30%, camera unable to continue past root ball (broken pipe visible when camera zooms upstream). From U/S: Pipe 5% full of water, roots fine at joint for 5 ft, roots medium at joint blocking 15% for 6 ft, 4" stormwater pipe tap break-in intruding 3", roots fine at joint, pipe broken (almost collapsed) on the side with visible soil, camera unable to continue. Inspection not complete.

Abandoned survey at 58ft from D/S CB due to roots. 11-10-2015. Broken section of pipe 46ft from U/S inlet 11-13-2015 Structural


Pipe broken in side of pipe, pipe 95% blocked by obstacles at beginning of pipe, camera unable to continue, no reverse inspection.

100% Blockage with trash at 5' from D/S CB. 11-25-2015New CB, CB-371. Pipe ID SP-6971. 12-17-2015Unable to remove lid to survey D/S pipe. 12-17-2015 Stuctural

Page 13 of 40





Reason Incomplete



From U/S: Pipe material change from corrugated metal to concrete (first 4 ft of upstream end CMP), longitudinal crack at bottom for 5 ft, alignment left 5%, deposits settled fine 10%, roots fine at joint x3, alignment right down 10%, 4" stormwater tap break in, joint offset medium, multiple cracks (fractures) in top of pipe, roots fine at joint, spiral crack in bottom of pipe (possible hinge fracture), roots medium at joint 20% and size changes from 12" to 8", camera unable to continue, but stormwater tap break in and heavy deposits visible downstream. From D/S: Roots fine at joints for 23 ft, pipe size changes from 12" to 8", camera unable to continue.

Unable to complete, pipe reduces to 8" at 104ft. heavy deposits and intruding connection just in front of that spot approx. 107ft. Pipe reduces to 8" 36ft. From D/S CB. 11-4-2015



Pipe 5% full of water, deposits settled fine 15% for 23ft, deposits settled fine 20% for 24ft, longitudinal crack in top of pipe, longitudinal crack in top of pipe for 9ft, pipe broken in top for 6ft, camera unable to pass heavy deposits, no reverse

Abandoned 50ft from U/S CB, Heavy deposits throughout. 11-25-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 15% full of water, deposits settled gravel 10% for 56 ft, joint offset medium, obstacles rocks blocking 10%, pipe broken in side of pipe with visible soil, pipe 20% full at sag in pipe, obstacles rocks blocking 20% of pipe.

Abandoned 78ft from D/S CB, rocks in pipe. 12-3-2015 Maintenance


Pipe 5% full of standing water. Large joint offset (entire pipe section). Survey abandoned due to offset. No reverse inspection. Structural

Page 14 of 40





Reason Incomplete



Deposits settled gravel 15% at joint, debris blocking 100%, camera unable to continue, upstream CB unknown. Maintenance


Deposits settled fine 25% for 42 ft, multiple fractures top of pipe, alignment left 10% at joint angular medium (large with void), longitudinal cracks on top, obstacles rocks 15%. Unable to pass rock obstruction, survey abandoned. Maintenance


Pipe 5% full of water, rocks blocking 30%, deposits settled gravel 50%, camera unable to continue, no reverse inspection.

Unable to complete, heavy deposits and ball in pipe approx. 16ft. 11-2-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 5% full of water, deposits settled gravel 5%, joint separated medium, deposits settled fine 10% for 10 ft, deposits settled fine 15%, deposits settled fine 25%, camera unable to pass, no reverse inspection. Maintenance


Pipe 5% full of water, pipe 10% full at sag in pipe, pipe size change from 12" to 8", camera unable to continue, no reverse inspection.

Unable to complete, pipe reduces to 8" at 57ft from D/S CB. 11-16-2015 Unable to video from U/S, Pipe is 8". Structural

Page 15 of 40





Reason Incomplete



Pipe 100% blocked prior to cleaning. Deposits settled fine 15% for 14 ft, rocks 10%, pipe 20% full of water, pipe dead ends into dirt, unable to complete survey.

Unable to video, U/S inlet is plugged and no visible Discharge to access. 11-10-2015. Flagged for Heavy Cleaning.Pipe cleaned and reinspected 4/22/16. Structural


Pipe 20% blocked prior to cleaning. Pipe 5% full of water, sag 15% (water level rise), sag 20% (water level rise), 8" stormwater tap break in intruding 3", lots of roots at joints not noted in report, circumferential crack, broken (collapsed) pipe with soil visible and large root ball, camera unable to continue, no reverse inspection.

Abandoned 7ft from U/S CB, Heavy deposits throughout. Deposits, Unable to survey. 12-4-2015. Flagged for Heavy Cleaning. Pipe cleaned and reinspected 2/9/16 Maintenance


Pipe 5% full of water, deposits settled fine 10%, longitudinal crack in top of pipe, rocks blocking 15% of pipe, joint angular medium x2, deposits ingress fine 10% in side of pipe, deposits settled fine 20%, pipe size change from 12" to 8", camera unable to continue, no reverse inspection because D/S pipe size is 8".

Abandoned at 31ft from U/S. Pipe reduces to 8" Pipe is 8" at D/S CB. 11-16-2015 Structural

Page 16 of 40





Reason Incomplete



From US: Deposits settled fine 10%, roots fine at joint, deposits settled fine 5%, deposits settled fine 15% for 7 ft, deposits settled fine 25% for 6 ft, broken pipe with visible soil at joint, deposits settled fine 35%, camera unable to continue, camera unable to complete inspection from outfall due to 75% rocks and debris at outfall, can see daylight at outfall at point where inspection is abandoned. Maintenance


From DS: Deposits settled fine 10%, joint offset medium, deposits settled gravel 5% for 7 ft, rocks 10%, joint offset medium with broken pipe, joint separated medium, deposits settled gravel 5%, rocks 15%, camera unable to pass rocks, upstream end of pipe unknown, unable to inspect from upstream end. Maintenance


Joint separation medium, joint offset large and pipe downstream half full of concrete, camera unable to continue past large joint offset and concrete in pipe.



From US: Deposits settled fine 35%, deposits settled compacted 40%, camera unable to continue, but camera zooms in downstream and the deep sediment suddenly drops off, possibly from a hole? From DS: Deposits settled compacted 20% for 6 ft, deposits settled compacted 30%, camera unable to pass hard deposits.


Page 17 of 40





Reason Incomplete



Deposits settled fine 25% full. Survey abandoned due to rocks and debris. Camera able to zoom to end of pipe. Lots of debris and joint offsets visible, but no reverse inspection.

Heavy Cleaning needed. - Attempted CCTV but unable to complete due to rocks & debris. 8.6.2015. Flagged for Heavy Cleaning. Maintenance


From US: Alignment down 20%, joint angular medium, deposits settled fine 20%, deposits settled fine 25% for 24 ft, piece of metal protruding through joint and blocking 25%, joint offset medium, rocks 15%, repair (looks like broken pipe material used for repair? should probably be called out as broken), chunks of concrete pipe and deposits settled fine blocking 35%, camera unable to continue. From DS: Chunks of concrete pipe blocking 5%, deposits settled fine 35% for 3 ft, camera unable to pass. Inspection not complete. Possible broken line.

Broken pipe material in line, causing blockage. Attempted to match to previous inspection but was unable to complete CCTV due to heavy material & possible broken line - 10.01.2015 Structural


Deposits settled gravel 15% for 11 ft, deposits settled gravel 50%, camera unable to continue, no reverse inspection.

Unable to complete due to HEAVY GRAVEL DEPOSITS 49ft. Continues to U/S end. 11-2-2015. Flagged for Heavy Cleaning. Maintenance

Page 18 of 40





Reason Incomplete



Water mark 20%, alignment left 10", joint separated medium, deposits ingress fine 5% for 8 ft, surface aggregate visible in top of pipe, deposits settled gravel 5%, joint offset medium, joint offset medium, crack longitudinal in side of pipe, 4" stormwater pipe tap break-in intruding 3", circumferential crack, camera unable to pass intruding stormwater pipe, no reverse inspection.

Unable to pass intruding tap - 80' U/S 12.1.2015 Tap-in


Obstacles rocks blocking 20% of pipe, obstacles rocks blocking 10% of pipe, camera unable to continue past rocks, no reverse inspection.

Abandoned at 17ft from U/S, large rocks throughout. 11-25-2015. Flagged for Heavy Cleaning. Maintenance

SP-446 0 3100 0 3 3 0 3 3 12 Polypropylene 40.14

Pipe 5% full of water, 4" stormwater tap break-in intruding 3 inches, camera unable to pass intruding tap. No reverse inspection.

Abandoned 40ft from D/S CB, intruding connection. 12-17-2015 Tap-in


Pipe 5% full of water, pipe material change from concrete to unknown material (CMP?), top of pipe broken with visible soil blocking 50% of pipe, camera unable to continue, no reverse inspection

Broken pipe at 32ft from CB-201. 11-20-2015 Structural

Page 19 of 40





Reason Incomplete



Pipe 5% full of water, roots fine joint, roots fine barrel, joint offset medium, roots fine joint with pipe 10% full of water, roots fine joint, roots fine joint for 35 feet, material change to polyethylene, 4" stormwater tap break-in intruding 3", deposits settled fine, material change back to concrete (non-reinforced), pipe 60% full of water, deposits settled fine 30% full, camera unable to pass deposits.

Heavy Cleaning needed. -Unable to complete CCTV due to debris & water level in line, outfall is full of water & plant matter. Flagged for Heavy Cleaning. Maintenance


Deposits settled gravel 25%, deposits settle gravel 45%, camera unable to pass, no reverse inspection because U/S pipe is 50% full of rocks.

Unable to complete, Pipe is approx. 50% full of rocks/debris. 11ft from U/S and 9ft from D/S 11-6-2015. Flagged for Heavy Cleaning. Maintenance

SP-4632 0 2100 0 2 2 0 2 2 12 Polyethylene 23.47

From D/S: 4" stormwater pipe tap break-in intruding 2", (large rock blocking 45%?) camera unable to continue past rock, no reverse inspection.

Abandoned survey at 23ft. intruding connection, also have large rock and soccer ball approx. 2ft. in front of connection near pipe inlet. 11-4-2015 Maintenance

Page 20 of 40





Reason Incomplete



Pipe 5% full of water, 4" stormwater tap break-in, deposits settled fine 10% full for 18 feet, 4" stormwater tap intruding 4 inches.

Abandoned 86ft from U/S CB, intruding connection. Unable to complete from D/S CB, Intruding connection and debris 40%. 11-23-2015. Flagged for Heavy Cleaning. Maintennace


Pipe 5% full of water, joint offset medium, pipe 10% full at sag, pipe material change to CMP with debris and trash blocking pipe at material change, camera unable to pass debris.

Abandoned 67ft from D/s CB, 95% debris in pipe. 12-17-2015. Flagged for Heavy Cleaning. Maintenance


4" stormwater pipe tap break-in intruding 4", camera unable to pass the intruding pipe, no reverse because large rocks at pipe inlet.

Unable to complete, Large rocks at pipe inlet. 11-30-2015; Abandoned at 5ft from D/S, Intruding connection. 11-30-2015 Maintenance


Pipe 5% full of water, joint offset medium, pipe material change from concrete to PVC, repair patch, pipe size change from 12" to 8", material change from PVC to concrete, pipe size change, camera unable to continue, no reverse inspection because cannot access to D/S discharge point.

Unable to complete. Material obstructing flow, pipe size reduces to 8" concrete. No access to D/S discharge point. 11-5-2015 Structural

Page 21 of 40





Reason Incomplete



Broken pipe from 1 to 8 o'clock, joint offset medium, multiple fractures, joint angular medium, alignment left 50%, broken pipe material in pipe 30% full, camera unable to pass pipe material.

Unable to pass large chunk of concrete pipe in line - 10.16.2015 Structural


Deposits settled fine 5% full for 11 feet, deposits settled fine 15% full for 19 feet. Deposits compacted 30% full, debris and trash obstacles, camera unable to pass debris. Outfall buried, unable to locate.



From US: Multiple cracks, broken pipe (possible hinge fracture), longitudinal crack, alignment right 15%, rock obstacles 20% full, camera unable to pass rocks. From DS: Rock obstacles 15% full, camera unable to pass rocks. Maintenance


Deposits settled fine 10% full, alignment right 15%, joint offset medium, alignment left 15%, deposits settled fine 40% full, deposits settled compacted 85% full, camera unable to pass deposits.

Unable to pass debris in line, heavy cleaning needed. - 10.21.2015. Flagged for Heavy Cleaning. Maintenance


Multiple cracks, alignment up 10%, deposits settled compacted 15% full, joint offset medium, rock obstacles 55% full, camera unable to pass rocks, can see daylight of inlet ahead.



Pipe 5% full of water, 6" stormwater tap break-in intruding 4 inches, camera unable to pass tap. Tap-in

Page 22 of 40





Reason Incomplete



Pipe 5% full of water, obstacles rocks blocking 100% of pipe, camera unable to pass rocks, no reverse inspection.

Abandoned 30ft from D/S CB, 100% blockage. 12-3-2015 Maintenance


Pipe 15% full of water, deposits ingress fine 5% in bottom, joint separated medium with visible soil, deposits settled fine 10% for 21 ft, joint offset medium, fine roots at joint, joint offset medium, obstacles rocks blocking 15% of pipe, obstacles rocks blocking 15% of pipe, camera unable to continue past rocks, no reverse inspection.

Abandoned 95ft from U/S CB, Rocks. 12-3-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 5% full of water, pipe 20% full at sag in pipe, deposits settled fine 20%, pipe (gas/water?) intruding across pipe blocking 50%, camera unable to continue, no reverse inspection because heavy deposits at D/S.

Unable to complete from U/S CB, intersecting pipe at 28ft.Abandoned at 42ft. heavy deposits 11-3-2015 Utility crossing


From D/S: Pipe 5% full of water, joint offset medium, joint offset large, camera unable to continue, no reverse inspection because U/S inlet is 8" and partially buried.

Abandoned at 17ft. Large offset, unable to continue. U/S inlet is 8" and partially buried. 11-9-2015 Structural

Page 23 of 40





Reason Incomplete



From DS: two adjacent 4" stormwater tap break-ins intruding 3", soccer ball and trash obstacles fully blocking pipe can be seen from tap location, camera unable to pass tap intrusions. From US: Repair patch at joint separation, repair patch at multiple crack location, broken pipe, soccer ball obstacle fully blocking pipe (appears to be a different soccer ball than was viewed from downstream), camera unable to pass obstacle.

Obstacles in pipe. soccer ball, wood debris. 10-29-2015Intruding connection at 19ft. 10-29-2015 Tap-in

SP-5483 0 4131 0 13 13 0 2.6 2.6 15Polyvinyl Chloride 103.24

Pipe full of water 15%, 6" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break in intruding 4", infiltration dripper on the side of pipe, pipe size change to 15", alignment up 45%, camera unable to continue, no reverse inspection because of rocks and heavy debris.

Unable to complete, Pipe alignment goes up steep grade at 103ft. Unsure of pipe inlet. 11-13-2015

Tap-in and Steep Grade


Pipe 50% blocked prior to cleaning. From DS: Pipe 5% full of water, surface aggregate visible for 20 ft, sag 15%, joint separated medium, alignment down 25% (inspection direction upstream), joint offset large, camera unable to continue. From US: Pipe 15% full of water, surface aggregate visible for 25 ft, sag 20%, sag 50%, camera under water, unable to continue, not clear if inspection matched to other side.

Unable to survey, water level at U/S and D/S is 50%. 12-2-2015. Flagged for Heavy Cleaning. Pipe cleaned and reinspected 2/25/16


Page 24 of 40





Reason Incomplete



Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 4", deposits settled fine blocking 15% of pipe, camera unable to continue past intruding connection, no reverse inspection.

Unable to complete, intruding connection 27ft from U/S. Car blocking D/S CB. 11-17-2015 Tap-in


From US: Deposits settled gravel 30% full for 5 feet, camera unable to pass gravel.From DS: Deposits settled gravel 10% full for 7 feet, deposits settled gravel 20% full for 13 feet, deposits settled gravel 30% full, camera unable to pass gravel.

Unable to complete, 30ft from D/S CB, heavy deposits throughout. Heavy deposits 38ft from U/S CB. 11-30-2015. Flagged for Heavy Cleaning. Maintenance

SP-5519 2200 3100 4 3 7 2 3 2.33 12 Polyethylene 52.15

From US: joint offset large, camera unable to pass joint.From DS: Deposits settled gravel 15% full, joint angular large at material change to polyethylene, camera unable to pass angled joint.

Large angled joint 45ft from D/S 12-2-2015Large offset 7ft from U/S. 12-2-2015 Structural

SP-5520 2200 0 4 0 4 2 0 2 12 Polyethylene 32.87Pipe 20% full of water, joint offset large, camera unable to pass offset.

Abandoned 32ft from D/S CB, Large offset 12-3-2015 Structural

Page 25 of 40





Reason Incomplete



Deposits settled gravel 15% full for 10 feet, deposits settled gravel 25% full for 5 feet, deposits settled fine 70% full, camera unable to pass settled deposits. Most likely missing pipe sections where ditch was filled and no pipe installed.

Unknown Inlet not on maps. Assigned Asset ID - SP-2857 - 10.20.2015Unable to pass debris in line @ 21' D/S of CB-8152, heavy cleaning needed. - 10.20.2015. Flagged for Heavy Cleaning. Maintenance


From DS: Gravel in bottom of pipe 5% full, gravel in bottom of pipe 15% full increasing to 75% full, camera unable to continue, survey from other end. From US: Gravel in bottom of pipe 20% full to joint offset medium, then gravel 75% full, camera unable to continue, but light at the other end of the pipe is visible. Maintenance


From US: Compacted deposits 30% full (looks almost like broken concrete chunks?), camera unable to continue, inspect from other end. From DS: Rocks in bottom of pipe 15% full, oil filter in pipe blocking 25%, camera unable to pass. Did not meet location where camera stopped from other end.


Page 26 of 40





Reason Incomplete



Tree branch obstacles 15% full, multiple cracks, obstacles in joint 15% full, longitudinal crack, deposits settled gravel and obstacles in joint 15% full, deposits settled compacted 20% full, camera unable to pass settled deposits and debris.

Unable to pass debris in line, 28' U/S of CB-67, U/S Inlet has rocks and debris in line and cleaning is needed prior to attempting CCTV again - 8.28.2015. Flagged for Heavy Cleaning. Maintenance


Joint offset medium, joint offset large, camera unable to pass offset.

Large offset 20ft from CB-1735, 12-2-2015 Structural


Joint offset medium, deposits settled fine 10% full for 10 feet, roots medium joint 10% full, roots medium joint 30% full, roots fine joint, deposits settled fine 10% full, rocks 30% full for 4 feet, camera unable to pass rocks.

Unable to pass rocks in line - 88' D/S 12.01.2015

Maintenance


Pipe 15% full of water, deposits settled 15% full for 19 feet, joint offset medium, roots medium joint 25% full, roots medium joint 20% full, joint separation medium with soil visible, roots medium joint 20% full, roots medium joint 40% full, camera unable to pass roots.

Abandoned 34ft from D/S CB, roots. Water level to high at U/S. 12-3-2015


Page 27 of 40





Reason Incomplete



Deposits settled fine 10% full, deposits settled gravel 15% full for 10 feet, material change to polyethylene pipe, obstacle rocks, broken pipe with soil visible and roots fine barrel, broken pipe with roots tap barrel, deformed pipe 15% out of round at joint offset medium, camera unable to pass offset.


SP-6294 5231 3325 16 23 39 3.2 1.92 2.29 12 Polyethylene 301.85

Pipe material is polyethylene at downstream start of pipe, 4" stormwater tap break-in intruding 2", hole with soil visible, deposits attached encrustation 5% full, deposits settled fine 15% full for 6 feet, deposits attached encrustation 10% full, alignment left 10% alignment right 10%, material change to concrete pipe (non-reinforced), infiltration stain, longitudinal crack, circumferential crack, multiple cracks, rock obstacles 5% full, roots fine joint, two adjacent 4" stormwater tap break-ins each intruding 3" with broken pipe at intrusion, deposits attached encrustation 5% full, material change to polyethylene, alignment right 10%, material change to concrete (non-reinforced), survey stops at 301 ft (not sure why?), pipe inlet visible upstream. Tap-in

Page 28 of 40





Reason Incomplete



Roots medium joint (plant overgrowth intruding from culvert inlet), multiple fractures at utility intrusion that passes through pipe - appears to be 1" or 2" water or gas line.

Heavy plant overgrowth into culvert pipe. Unable to pass thru connection in pipe wall, 7' D/S of Inlet - 10.05.2015 Maintenance


Pipe 15% blocked prior to cleaning. Deposits settled fine blocking 10% of pipe for 7ft. Deposits settled fine blocking 20% of pipe. Longitudinal fracture in top of pipe. Joint offset medium in top of pipe. Pipe size change from 12" to 8" camera unable to continue.

Unable to pass debris and offset joint, 66' D/S of CB-5302 - 10.16.2015. Flagged for Heavy Cleaning. Pipe cleaned and reinspected 2/9/16 Maintenance


Pipe 5% full of water, infiltration weeper at joint, joint offset medium, joint offset medium with visible soil, spiral crack in top of pipe, deposits settled compacted 5%, joint offset medium, pipe size change to 8", camera unable to continue, no reverse inspection due to pipe size change to 8".

Abandoned at 74ft. pipe reduces to 8" 11-9-2015 Structural

SP-6342 0 5131 0 8 8 0 4 4 12 Polyethylene 36.93

Pipe 5% full of water, deposits settled gravel 15% for 17 ft, heavy debris/rocks/obstacles blocking 100% of pipe, camera unable to pass, no reverse inspection.

Unable to continue , due to heavy debris in pipe. 100% blockage 11-2-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 10% full of water, 4" stormwater tap break-in intruding 8 inches, camera unable to pass tap.

Abandoned 37ft from D/S CB, intruding connection. 12-17-2015 Tap-in

Page 29 of 40





Reason Incomplete



From U/S: Pipe 5% full of water, obstacles external connection intruding across pipe blocking 25%, pipe broken in top with visible soil, camera unable to pass intruding connection. From D/S: Pipe 5% full of water, obstacle external connection intruding across pipe blocking 25%.

Cross bore at 35ft from U/S CB. 11-24-2015; Cross Bore at 30ft from D/S CB 11-24-2015

Utility crossing


From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 2 inches, broken pipe with metal protruding and metal repair patch, camera unable to pass broken pipe.From DS: Pipe 5% full of water, roots medium barrel 10% full, 4" stormwater tap break-in intruding 4 inches.

Abandoned at 47ft from U/S CB, pipe material intruding from repair patch. 11-2015; Abandoned at 26ft from D/S CB, intruding connection. 11-24-2015 Tap-in


Multiple crack in top of pipe, multiple fracture in top of pipe, deposits settled fine 45%, deposits settled gravel 50%, camera unable to continue past deposits, no reverse inspection.

Abandoned at 17ft. from U/S, heavy deposits to discharge point. 11-16-2015. Flagged for Heavy Cleaning. Maintenance


Pipe broken with concrete debris 10% full and possible voids in multiple places, camera unable to pass debris..

Unable to complete, large rock s at 31ft from D/S CB. No access from U/S CB. 11-30-2015. Flagged for Heavy Cleaning. Maintenance

Page 30 of 40





Reason Incomplete



Leaves and debris blocking pipe that appear to be at pipe outfall, camera unable to pass debris.

Abandoned 43ft from U/S CB, Deposits at 50%. DOES NOT CONNECT TO CB-3715. 12-3-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 15% full of water, bottle blocking pipe, camera unable to pass bottle.

Abandoned 18ft from U/S CB, Obstacle in pipe (bottle) 12-3-2015

Maintenance


Rock and debris deposits 5% full, rocks and debris have built up in front of trash rack on inlet. Maintenance


Water mark 15% full, deposits settled gravel 10% full for 37 feet, joint offset medium, longitudinal crack for 4 feet, longitudinal crack, deposits settled rocks and debris 10% full for 18 feet, multiple cracks from 11 to 1 o'clock, joint offset medium, deposits settled gravel 10% full for 5 feet, rock obstacles 15% full, camera unable to pass rocks.

Unable to pass rocks 101' D/S 12.1.2015 Maintenance


Pipe 20% full of water, 4" stormwater pipe tap break-in. Obstacles rocks blocking 15% of pipe, camera unable to continue. No reverse inspection because rocks in invert.

Abandoned at 13ft from U/S, Rocks in invert. 12-21-2015. Flagged for cleaning. Maintenance


Pipe 5% full, deposits settled fine 100% full, camera unable to pass deposits. Maintenance

Page 31 of 40





Reason Incomplete



Pipe 5% full of water, roots fine joint, joint offset large, roots fine joint for 4 feet, broken pipe with soil visible at large joint offset, camera unable to pass offset.

Abandoned 15ft from U/S CB, Large offset. 12-22-2015 Structural


Pipe 15% full of water, joint offset large with soil visible, camera unable to pass offset.

New asset ID SP-7087, New CB, ID CB-396.12-22-2015. Structural


From DS: Rock obstacles 10%, deposits settled fine 10% full for 3.5 ft, joint separation medium, material change to ductile iron for approximately 13 feet, deposits settled gravel 10% full, deposits settled fine 35% full, camera unable to pass debris. From US: Hole with soil visible, camera unable to pass broken pipe. Maintenance


Longitudinal crack, compressed pipe deformation 15%, joint offset medium in two places, longitudinal crack, longitudinal hinge crack, compressed pipe deformation 25%, vertical pipe deformation 20%, broken pipe with void visible from 2 to 9 o'clock. Camera unable to pass broken pipe.

Unable to pass broken line, 33' D/S of CB-8928 - 10.20.2015 Stuctural

Page 32 of 40





Reason Incomplete



From US: Cracked pipe and multiple fractures at 4" (stormwater) break-in tap intruding 3", deposits settled compacted 5% full, deposits settled compacted 10% full, deposits settled compacted 35% full, concrete debris in pipe, camera unable to continue. From DS: Longitudinal cracks in top of pipe x4, deposits settled compacted 10% full, alignment right 20%, joint angular medium, alignment down 15%, multiple fractures with repair patches for 9 ft, deposits ingress fine 5% full, joint separated medium with bell fracture, joint offset medium, deposits settled compacted 5% full, camera unable to pass concrete obstruction.

Flagged for Heavy Cleaning.

Tap-in and Maintenance


From DS: Pipe 5% full of water, 4" tap break-in intruding 4", camera unable to pass tap intrusion (not same intruding tap as seen from DS video), inspection not complete.From US: Pipe 5% full of water, 4" tap break-in intruding 8", camera unable to pass tap intrusion

Unable to complete, intruding connections at 28ft. From D/S and 11ft. From U/S. Tap-in


Pipe 10% full of water, joint offset medium, longitudinal fracture in top of pipe for 4ft, fracture longitudinal in bottom of pipe, intruding external pipe (gas?) across pipe at top blocking 20%, alignment down 90%, camera unable to continue, no reverse inspection.

Natural gas cross bore 11/17/15. GAS CROSS BORE at 31ft from U/S CB. Unable to complete survey, pipe alignment drops at 37ft. Utility crossing

Page 33 of 40





Reason Incomplete



Unable to complete inspection, pipe alignment drops down 45% 10.02 ft from upstream end, camera unable to continue. Possible crack in top of pipe at alignment change.

Unable to complete, pipe alignment drops down 45% at 10ft. grade to steep for crawler. 11-3-2015 Steep grade

SP-7235 0 4100 0 4 4 0 4 4 12 Polyethylene 7.79

Obstacles blocking 25%, intruding pipe conduit material through pipe from top of to bottom, camera unable to continue, no reverse inspection.

Unable to complete survey, pipe material intruding thru crown at 7.8ft. Unable to access U/S CB, Car parked over it. 11-4-2015 Utility crossing


Pipe 5% full of water, deposits settled fine 20% full for 22 feet, camera unable to pass heavy deposits but outfall is visible approximately 6 feet from camera. Maintenance


2" stormwater tap break-in, intruding 2 inches, rock obstacles 5% full, camera unable to pass rocks.

Abandoned at 8ft, rock in pipe. 11-23-2015. Pipe end is 40% full of debris, unable to access with camera. 11-23-2015. Flagged for Heavy Cleaning. Maintenance


Joint separated medium with visible soil, rocks 15% for 4 ft, large joint offset, pipe changes from 12" to 8", camera unable to continue, no reverse inspection as pipe is 8" at DS end. Hole visible downstream?

Pipe reduces to 8" at 14ft from U/S. Also 8" at D/S 11-4-2015 Structural

Page 34 of 40





Reason Incomplete



From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 6 inches, camera unable to pass tap.From DS: Pipe 5% full of water, broken pipe with 3" hole and possible void, broken pipe with metal patch at 1" utility line crossing - voids visible at break, camera unable to pass utility crossing.

Intruding connection 5ft from U/S CB. Unable to complete. 11-24-2015; CROSS BORE 75ft from D/S CB, Unable to continue survey. 11-24-2015 Utility crossing


Pipe 5% full of water, pipe 25% full of water at sag, 3 inch hole with void visible, roots tap joint 5% full at two locations, pipe 50% full of water at sag, camera unable to continue due to high water level.

High water level at CB. 12-17-2015Abandoned 71ft from U/S. High water level (50%). 12-17-2015. Flagged for Heavy Cleaning.

Maintenance and High water


From US: Medium joint offset, deposits settled fine 10% full for 6 feet, broken pipe with concrete protruding in invert, medium joint offset, broken pipe at 2" utility line crossing, camera unable to pass utility crossing.From DS: Longitudinal crack in two places, pipe broken with soil visible at 2" utility crossing (different crossing than from upstream), camera unable to pass crossing.

CROSS BORE 67ft from U/S CB. 11-25-2015; CROSS BORE 73ft from D/S CB. 11-25-2015 Utility crossing

Page 35 of 40





Reason Incomplete


SP-7305 2100 4100 2 4 6 2 4 3 12 Polyethylene 7.11

From US: Pipe 15% full of water, pipe 20% full of water at sag, deposits settled fine 25% full, camera unable to pass deposits.

Unable to complete heavy deposits at 7ft. from U/S, Car blocking D/S CB. 11-17-2015. Flagged for Heavy Cleaning. Maintenance


Pipe 5% full of water, multiple cracks/fractures from 6" (stormwater) defective break-in tap, deposits settled gravel 15% full for 7 ft, deposits settled fine 15% full, unable to pass rocks. Tap-in


4" stormwater tap break-in, deposits settled fine 85% full, camera unable to pass deposits.

Unable to pass debris in line, 85% material. - 10.21.2015. Flagged for Heavy Cleaning. Tap-in


Deposits settled compacted 10% full, alignment right 15%, alignment right 15%, deposits ingress fine 5% full, deposits settled compacted 20% full for 5 feet, roots fine joint, deposits settled fine 30% full for 9 feet, unable to pass debris. Needs Heavy Cleaning.


Page 36 of 40





Reason Incomplete



From US: Pipe 5% full of water, alignment right 15%, alignment down 15%, longitudinal crack for 5 feet, infiltration stain, alignment right 20% for 4 feet, material change to corrugated metal pipe with medium joint separation at material change, 2" hole with soil visible form 2 to 3 o'clock, horizontal pipe deformation 15%, medium joint separation, pipe deformation 15% with broken joint seam, tap roots in barrel 15% full, broken pipe from 10 to 5 o'clock with horizontal pipe deformation 10%, camera unable to pass broken pipe.From DS: Pipe 5% full of water, broken pipe from 1 to 2 o'clock with repair patch, inspection complete.

Unable to complete CCTV due to broken pipe, will attempt to match inspection from D/S CB - 10.07.2015 Structural


1" pvc pipe protruding through wall and continuing upstream, camera unable to pass, upstream structure unknown. Utility crossing

Page 37 of 40





Reason Incomplete


SP-8837 5141 4221 17 10 27 2.43 3.33 2.7 18Polyvinyl Chloride 47.24

pipe 5% full of water, pipe material change from PVC to concrete, pipe 15% full at sag in pipe, pipe size change to 15'', pipe size change to 12'', alignment down 45%, longitudinal cracks in top and bottom of pipe for 5 ft, circumferential crack in side of pipe, multiple fractures for 20 ft, pipe broken, fine root in barrel, joint offset medium, alignment down 25%, camera unable to continue due to COLLAPSED pipe ahead, no reverse inspection because heavy vegetation at outfall.

Abandoned at 47ft. large offset and just ahead of that, pipe is compromised. 11-11-2015.Might want to pass this one on. At 26ft. where pipe start's to get bad there's a crack forming in the road, and after that it goes under guardrail (pipe, not crack) and down toward BNSF tracks. Might not be a major concern but I can't see where discharge point is or if it could potentially effect tracks. Just an FYI. TimAnother area of concern from Tim, PDF report is attached. He was unable to locate the Outfall as there was heavy vegetation adjacent to the BNSF tracks. Nirpaul Structural


Pipe 30% full of debris for 4 ft, camera unable to continue due to heavy debris, no reverse inspection.

Heavy debris at 4ft. Unable to continue. 11-10-2015 Maintenance

Page 38 of 40





Reason Incomplete



From U/S: Pipe 5% full of water, obstacles rocks blocking 20% of pipe, camera unable to continue past rocks.From D/S: Pipe 5% full of water, 6" stormwater pipe tap break-in intruding 3", obstacles rocks blocking 10% of pipe for 13 ft, camera unable to continue past rocks.

Unable to complete, due to large rocks in pipe. 10-29-2015. Flagged for Heavy Cleaning. Maintenance


hole on top of pipe with visible soil, 4'' stormwater tap break in intruding for 3'', gas line through pipe blocking 50% camera unable to pass, no reverse inspection because D/S CB covered by bushes.

From U/S CB-5128 coming down at 91ft there is GAS CROSS BORE. Unable to access D/S CB-5128, covered by bushes. 11-5-2015 Utility crossing


From US: Pipe 20% full of water, camera unable to pass unknown underwater material.From DS: Pipe 5% full of water, infiltration stain, deposits settled fine 10% full, deposits settled compacted, 20% full, root ball barrel, 55% full, camera unable to pass roots.

Unable to pass heavy material under water @ 9' D/S of CB-10339, attempted to complete inspection from D/S CB-5265 and encountered roots. Heavy cleaning needed - 10.01.2015. Flagged for Heavy Cleaning. Maintenance

Page 39 of 40





Reason Incomplete



Pipe 5% full of water, longitudinal crack for 16 feet, material change to CMP with minor joint separation, material change back to reinforced concrete pipe with multiple fractures and alignment down 90%, camera unable to pass material change.

Abandoned 38ft from U/S CB, steep grade. 12-22-2015 Steep grade


4" tap break in, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint separated medium with deposits ingressed fine 10%, 4" tap break in, broken pipe with gas line cross bore, camera unable to continue.

Gas line cross bore 12/1/15. Missing video. Utility crossing


From DS: Pipe broken in multiple places near catch basin with concrete debris and possible repair patches, alignment left 25 ft, and pipe size changes from 12" to 8" camera unable to pass debris/angle/size change.From US: 4" stormwater tap break-in with aggregate showing, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint offset medium with deposits ingress fines 10% full, 4" stormwater tap break-in, 1" utility line crossing bottom of pipe with broken pipe and concrete debris in pipe, camera unable to pass broken pipe. Stormwater tap break in visible downstream. Inspection not complete.

Unable to complete, pipe size reduces to 8" at 9ft from D/S CB. Pipe is also broken with heavy deposits at approx. 15ft from D/S CB. 11-30-2015 Maintenance

Page 40 of 40





Reason Incomplete



Pipe 5% full of water, joint offset large with soil visible and void, camera unable to pass offset.

Unable to complete, large offset 17ft from U/S CB. 11-30-2015 Structural

Page 1 of 5


Length Inspected (ft)

SP-10374 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 24.7SP-10376 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 21.72SP-10433 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 18.12SP-10571 0 0 0 0 0 0 0 0 12 Polyethylene 49.14SP-10572 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 41.34SP-1080 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 103.99SP-10921 0 0 0 0 0 0 0 0 12 Polyethylene 248.29SP-10922 0 0 0 0 0 0 0 0 12 Polyethylene 52.19SP-10923 0 0 0 0 0 0 0 0 12 Polyethylene 129.86SP-10924 0 0 0 0 0 0 0 0 12 Polyethylene 50.18SP-10925 0 0 0 0 0 0 0 0 12 Polyethylene 112.43SP-10926 0 0 0 0 0 0 0 0 12 Polyethylene 72.45SP-10927 0 0 0 0 0 0 0 0 12 Polyethylene 74.03SP-10928 0 0 0 0 0 0 0 0 12 Polyethylene 8.41SP-10936 0 0 0 0 0 0 0 0 12 Polyethylene 161.16SP-10941 0 0 0 0 0 0 0 0 12 Polyethylene 35.27SP-1096 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 56.78SP-1113 0 0 0 0 0 0 0 0 12 Clay Tile (not vitrified clay) 34.23SP-1115 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 76.1SP-1119 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 10.76SP-11192 0 0 0 0 0 0 0 0 12 Polyethylene 13.48SP-1120 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 28.89SP-1211 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 10.33SP-1246 0 0 0 0 0 0 0 0 12 Polyethylene 113.71SP-1248 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 58.46SP-12602 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 57.28SP-1268 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 25.9SP-1272 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 53.42SP-1291 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 13.06SP-1297 0 0 0 0 0 0 0 0 12 Polyethylene 22.51SP-1298 0 0 0 0 0 0 0 0 12 Polyethylene 104.13SP-1300 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 71.87SP-1304 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 6SP-1307 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 123.3SP-1308 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 16.89SP-1321 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 39.83SP-1326 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 27.26SP-1328 0 0 0 0 0 0 0 0 12 Polyethylene 82.78SP-13584 0 0 0 0 0 0 0 0 12 Polyethylene 91.44SP-13840 0 0 0 0 0 0 0 0 12 polyethelene 20.7SP-13842 0 0 0 0 0 0 0 0 12 polypropylene 201.1SP-14530 0 0 0 0 0 0 0 0 12 Polyethylene 43.15SP-14533 0 0 0 0 0 0 0 0 18 Polyethylene 100.82SP-14550 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 26.89SP-14556 0 0 0 0 0 0 0 0 12 Polyethylene 7.82SP-14687 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 41.95SP-1479 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 93.88SP-15226 0 0 0 0 0 0 0 0 18 Polyethylene 47.54SP-15228 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 39.74SP-15229 0 0 0 0 0 0 0 0 18 Polyethylene 11.87SP-15234 0 0 0 0 0 0 0 0 24 Ductile Iron Pipe 10.11SP-15651 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 19.47SP-15659 0 0 0 0 0 0 0 0 12 Polyethylene 49.29SP-15667 0 0 0 0 0 0 0 0 18 Corrugated Metal Pipe 9.02SP-15700 0 0 0 0 0 0 0 0 12 Polyethylene 22.68

Table 7. Pipes Not Requiring Further Inspection

Page 2 of 5




SP-15701 0 0 0 0 0 0 0 0 12 Polyethylene 41.04SP-15703 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 24.8SP-15726 1100 2100 1 2 3 1 2 1.5 12 polyvinyl chloride 171.1SP-15736 0 0 0 0 0 0 0 0 12 polyvinyl chloride 25.3SP-1643 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 6.8SP-1644 0 3400 0 12 12 0 3 3 12 Concrete Pipe (non-reinforced) 19.1SP-1645 0 0 0 0 0 0 0 0 12 Polyethylene 96.8SP-1795 0 0 0 0 0 0 0 0 12 Polyethylene 71.68SP-1796 0 0 0 0 0 0 0 0 18 Corrugated Metal Pipe 13.13SP-1881 0 0 0 0 0 0 0 0 18 Corrugated Metal Pipe 105.38SP-1946 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 29.98SP-1959 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 37.11SP-1970 0 0 0 0 0 0 0 0 12 Polyethylene 28.01SP-1971 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 19.2SP-199 0 0 0 0 0 0 0 0 12 Polyethylene 76.1SP-2002 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 47.46SP-2086 0 0 0 0 0 0 0 0 18 Reinforced Concrete Pipe 48.38SP-2136 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 5.12SP-2137 0 0 0 0 0 0 0 0 12 Polyethylene 83.14SP-2162 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 35.14SP-2170 0 0 0 0 0 0 0 0 12 Polyethylene 111.91SP-2176 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 81.25SP-2178 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 10.14SP-2199 0 0 0 0 0 0 0 0 12 Polyethylene 74.23SP-2200 0 0 0 0 0 0 0 0 12 Polyethylene 58.85SP-2203 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 55.68SP-2370 0 0 0 0 0 0 0 0 12 Polyethylene 64.39SP-2468 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 23.47SP-2539 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 4.9SP-2543 1200 0 2 0 2 1 0 1 12 Concrete Pipe (non-reinforced) 20.6SP-2588 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 122.95SP-2830 0 0 0 0 0 0 0 0 12 Polyethylene 146.1SP-2835 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 41.71SP-2847 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 14.69SP-2868 0 0 0 0 0 0 0 0 18 Corrugated Metal Pipe 33.2SP-2873 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 24SP-2890 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 36.58SP-2891 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 16.1SP-2894 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 32.46SP-2895 0 0 0 0 0 0 0 0 12 Polyethylene 82.61SP-2903 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 183.67SP-2930 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 77.3SP-3049 0 0 0 0 0 0 0 0 12 Polyethylene 5.2SP-3056 0 0 0 0 0 0 0 0 12 Polyethylene 17.63SP-3062 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 27.2SP-3067 0 0 0 0 0 0 0 0 12 Polyethylene 64.68SP-3069 0 0 0 0 0 0 0 0 12 Polyethylene 106.71SP-3070 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 36.4SP-3075 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 8.47SP-3079 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 192.4SP-3080 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 50.03SP-3225 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 81.8SP-3226 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 64.12SP-3254 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 83.77SP-3349 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 19.63

Page 3 of 5




SP-3425 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 38.6SP-3428 2200 2100 4 2 6 2 2 2 12 polypropylene 128.69SP-3429 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 25.2SP-3431 0 2400 0 8 8 0 2 2 12 polyvinyl chloride 145.2SP-3539 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 69.02SP-3560 0 0 0 0 0 0 0 0 12 Polyethylene 40.92SP-3703 0 0 0 0 0 0 0 0 12 Polyethylene 66.29SP-3706 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 59.24SP-3710 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 69.5SP-3759 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 32.75SP-3766 0 0 0 0 0 0 0 0 12 Polyethylene 23.52SP-3876 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 90.62SP-3914 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 36.67SP-3915 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 33.17SP-3935 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 74.6SP-408 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 59.26SP-4132 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 100.69SP-424 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 47.67SP-429 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 50.26SP-430 0 0 0 0 0 0 0 0 12 Polyethylene 49.4SP-433 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 132.8SP-4589 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 41.89SP-4592 0 0 0 0 0 0 0 0 12 Polyethylene 25.26SP-4600 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 113.34SP-4605 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 32.45SP-4639 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 32.41SP-4656 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 28.63SP-4662 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 57.02SP-4811 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 42.08SP-4812 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 52.62SP-4974 0 0 0 0 0 0 0 0 24 Reinforced Concrete Pipe 20.6SP-5011 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 23.06SP-5101 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 147.84SP-5448 0 0 0 0 0 0 0 0 12 Polyethylene 136.64SP-5450 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 32.38SP-5454 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 61.55SP-5456 0 0 0 0 0 0 0 0 12 Polyethylene 52.06SP-5462 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 7.47SP-5470 0 0 0 0 0 0 0 0 12 Polyethylene 162.29SP-5471 0 0 0 0 0 0 0 0 12 Polyethylene 101.21SP-5473 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 22.64SP-5477 0 0 0 0 0 0 0 0 12 Polyethylene 129.11SP-5478 0 0 0 0 0 0 0 0 12 Polyethylene 137.79SP-5494 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 71.31SP-5500 0 0 0 0 0 0 0 0 12 Polyethylene 103.98SP-5501 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 10.12SP-5614 0 0 0 0 0 0 0 0 12 Polypropylene 11.7SP-5616 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 46.93SP-5620 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 99.15SP-5634 0 0 0 0 0 0 0 0 12 Polyethylene 11.82SP-5679 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 72.9SP-5684 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 25.88SP-5685 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 14.08SP-5827 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 74.43SP-5862 0 0 0 0 0 0 0 0 18 Corrugated Metal Pipe 47.21

Page 4 of 5




SP-6019 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 44SP-6020 0 0 0 0 0 0 0 0 12 Polyethylene 66.7SP-6021 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 5.6SP-6071 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 48.2SP-6117 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 78.27SP-626 0 0 0 0 0 0 0 0 24 Reinforced Concrete Pipe 380.09SP-6292 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 101.75SP-6321 0 0 0 0 0 0 0 0 12 Polyethylene 45.49SP-6327 0 0 0 0 0 0 0 0 12 Ductile Iron Pipe 10.43SP-6329 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 41.37SP-6337 0 0 0 0 0 0 0 0 12 Polyethylene 23.54SP-6341 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 20.41SP-6351 0 0 0 0 0 0 0 0 12 Polyethylene 25.45SP-6352 0 0 0 0 0 0 0 0 12 Polyethylene 17.64SP-6382 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 23.2SP-6384 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 75.77SP-6387 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 83.9SP-6401 0 0 0 0 0 0 0 0 12 Polyethylene 79.29SP-6525 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 12.62SP-6536 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 54.16SP-6548 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 33.55SP-6551 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 21.13SP-6696 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 6.2SP-6698 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 42.7SP-6699 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 21.5SP-6753 0 0 0 0 0 0 0 0 12 Polyethylene 127.96SP-6756 0 0 0 0 0 0 0 0 18 Reinforced Concrete Pipe 140.45SP-6757 0 0 0 0 0 0 0 0 18 Reinforced Concrete Pipe 141.38SP-6852 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 45.69SP-6971 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 107.63SP-6977 0 0 0 0 0 0 0 0 12 Polyethylene 8.63SP-7204 0 0 0 0 0 0 0 0 12 Polyethylene 6.3SP-7212 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 20.15SP-7232 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 37.99SP-7239 0 0 0 0 0 0 0 0 12 Polyethylene 39.77SP-7245 0 0 0 0 0 0 0 0 12 Polyethylene 17.3SP-7252 0 0 0 0 0 0 0 0 12 Polyethylene 31.31SP-7261 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 122.83SP-7262 0 0 0 0 0 0 0 0 12 Polyethylene 150.37SP-7266 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 40.86SP-7280 0 0 0 0 0 0 0 0 12 Polyethylene 140.55SP-7293 0 0 0 0 0 0 0 0 12 Corrugated Metal Pipe 54.05

SP-7307 0 0 0 0 0 0 0 0 12 Polyethylene 96.77

SP-7308 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 33.92



SP-7355 0 0 0 0 0 0 0 0 12 Polyethylene 62.49

SP-797 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced) 31

SP-797 0 0 0 0 0 0 0 0 12 Concrete Pipe (non-reinforced)

SP-8197 0 0 0 0 0 0 0 0 15 Corrugated Metal Pipe 196.07

SP-8504 0 0 0 0 0 0 0 0 12 Polyethylene 35.62

SP-8659 0 0 0 0 0 0 0 0 12 polyvinyl chloride 100.5

Page 5 of 5




SP-8659 0 0 0 0 0 0 0 0 12 polyvinyl chloride 100.5

SP-8697 0 0 0 0 0 0 0 0 12 Polyethylene 42.16




SP-8762 0 0 0 0 0 0 0 0 12 Polyethylene 122.12

SP-8942 0 0 0 0 0 0 0 0 12 Polyethylene 13




SP-9127 0 0 0 0 0 0 0 0 18 Ductile Iron Pipe 35.92




SP-9751 0 0 0 0 0 0 0 0 12 Polyvinyl Chloride 74.75

Note: Pipes listed in order of priority Page 1 of 5

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SP-7194 5522 0 31 0 31 3.44 0 3.44 12


Longitudinal crack, compressed pipe deformation 15%, joint offset medium in two places, longitudinal crack, longitudinal hinge crack, compressed pipe deformation 25%, vertical pipe deformation 20%, broken pipe with void visible from 2 to 9 o'clock. Camera unable to pass broken pipe. N Y X

SP-7194 54 0 0 1 0 0 1 0 0 56

SP-1116 5342 3123 31 9 40 3.444 2.25 3.0769 12


Pipe 40% blocked prior to cleaning. From DS: Deposits settled gravel 15% for 7 ft, rocks 10%, camera unable to pass, inspect from other end. From US: Pipe 5% full of water, joint offset medium, broken (almost collapsed) pipe with visible void, spiral fracture, sag 20%, sag 25%, broken pipe with multiple fractures, hole with visible soil, rocks 5%, hole with visible soil (actually 3" tap break in that has become clogged with debris after heavy cleaning/jetting, see original inspection from 12/4/15), rocks 10%, match previous inspection. Y Y N Stormwater X X

Data stitched by Innovac not correct. Correct numbers are noted in this row.

SP-1116 53 0 1 0 1 1 1 0 0 57

SP-1963 5341 3124 22 13 35 4.4 1.86 2.92 12Polyethylene 121.16

Pipe 5% full of water, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom, fine roots in barrel, 1" hole in bottom of pipe, fine roots in barrel, 4" stormwater pipe tap break-in intruding 3", fine roots at joint, fine roots at joint for 17 ft, pipe broken in top of pipe. Y Y Y Stormwater X Y

SP-1963 52 0 1 1 1 1 0 0 0 56

SP-1305 5341 3422 29 16 45 2.9 2.6667 2.8125 12


From US: Joint offset medium (soil visible), joint separated at alignment down 20% with multiple cracks around joint, pipe size increases to 15", material change to metal, hole with soil visible at joint (rock obstacles 30% full), deformation at crown, hole at joint with defective repair patch, deposits settled compacted 10% full, material change and pipe size change to 12" concrete, 4" tap break-in intruding 4" and obstructing flow, survey abandoned.From DS: Pipe 5% full of water. 4" tap break-in intruding 3", joint offset, longitudinal crack and spiral crack near joint. Survey abandoned matched to previous inspection. Y N Stormwater x2 X X Y

SP-1305 51 0 1 0 1 1 1 0 0 55

SP-1252 5241 3122 21 8 29 3.5 2 2.9 12


Deposits settled compacted 10% full for 11 ft, small broken pipe with visible soil in top of pipe at joint and crack in top of pipe for 3 ft, multiple cracks in top of pipe for 3 ft, broken pipe with visible soil (entire 2 ft section of pipe broken into pieces, pieces protruding into pipe), deposits settled compacted 10% full for 9 ft, multiple cracks in top of pipe for 3 ft, sediment in bottom of pipe for 7 ft (approx. 10% full, not called out in report), material change from concrete to PVC for 6 ft with intruding 4" tap break in in middle of PVC section, joint offset medium at concrete to PVC transition, alignment right 10%. Y Y N Stormwater Y

SP-1252 50 0 1 0 1 0 0 0 0 52

SP-2606 5231 3123 13 11 24 4.333 1.8333 2.6667 12


From US: Two alignment shifts to the left and right. Deposits settled fine 15% at the broken pipe joint at 4" tap break-in, 4" tap break-in intruding 1" with pipe material (and gravel) obstacle, multiple cracks at bottom of pipe. Survey abandoned, due to pipe chunk obstacle.From DS: Broken pipe with ingress deposits. Survey abandoned to match previous location. Y N Stormwater x2 X

SP-2606 49 0 1 0 1 0 1 0 0 52

SP-14405 5214 4439 14 74 88 2.33 2.55 2.51 12


From US: 37.8' - 108' deposits settle fines (10%); 38.3' roots fine joint; 41.5' joint offset and material change (polyethylene); 48.5' material change (CMP); 51. 75' material change (concrete); 69.6' joint offset and material change (polyethylene); 108.2' material change (concrete); 141' deposits (20%) and broken segment; 159' material change (polyethelene); 169.5' material change (concrete); 204' joint offset' 216' broken pipe; multiple areas of deposits Y Y N

SP-14405 48 0 1 0 0 0 0 0 0 49

SP-6677 5212 3624 12 26 38 3 2.6 2.71 12


From DS: Multiple areas of deposits throughout; 14.4' broken pipe, soil visible; 18.8' Broken pipe, repair patch; 15.6' Broken pipe, repair patch; 53' Offset joint; 53' tap break-in Intruding; 64.7' joint offset and hole void visible; Y Y N Stormwater N N

SP-6677 47 0 1 0 1 0 0 0 0 49


Deposits settled fines 15% full at joint, deformed bulge at side of wall 15% deformation, hole with void visible and (soil ingress-gravels and fines)at bottom of joint, deposits settled fine 10% full for 18 feet, roots medium joint, deposits settled fines 10% full, then 15% full for 37 feet. Y Y Y X X

SP-1294 46 0 1 1 0 1 1 0 0 50

SP-3940 5200 4200 10 8 18 5 4 4.5 12Polyethylene 84.1

From US: Deposits settled fine 25% full for 26 feet, vertical deformation 30% with broken pipe from 10 to 2 o'clock, camera unable to pass deposits.From DS: Deposits settled fine 25% full for 54 feet. Y Y Y

SP-3940 45 0 1 1 0 0 0 0 0 47

SP-1335 5200 0 10 0 10 5 0 5 12Polyethylene 125.37

Pipe broken at top, broken pipe with visible soil in bottom of pipe, intruding sealing ring blocking 15% (not in report). Y N X

SP-1335 44 0 1 0 0 1 0 0 0 46


Rock obstacles with water 5% full for 24 feet, deformed bulge on pipe side wall, small repair patch (repair material unknown), deformed bulge on pipe side wall, hole with a defective repair patch. Y N X Y

SP-1322 43 0 1 0 0 1 0 0 0 45

SP-15386 5143 0 23 0 23 2.88 0 2.88 12


Pipe 50% blocked prior to cleaning. Multiple fracture in top of pipe, pipe broken in top of pipe with visible soil, defective repair patch in top of pipe. Multiple fracture in top of pipe. Joint separated medium. Multiple cracks at joint. Joint offset medium. Joint offset medium in bottom of pipe. Y Y N

SP-15386 42 0 1 0 0 0 0 0 0 43

Table 8: Recommended Priority Open Cut Pipe Replacement


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SP-4779 5141 4200 11 8 19 2.75 4 3.17 12


Broken pipe from 1 to 8 o'clock, joint offset medium, multiple fractures, joint angular medium, alignment left 50%, broken pipe material in pipe 30% full, camera unable to pass pipe material. N Y

SP-4779 41 0 0 1 0 0 0 0 0 42

SP-2607 5141 3111 9 4 13 4.5 2 3.25 12


From DS: Multiple fractures along top of pipe for 7 feet, alignment shifts to the right, obstacles (pipe material), pipe wall broken with hole visible at joint and ingress deposits from side wall.No additional video taken. N N X

SP-2607 40 0 0 0 0 0 1 0 0 41

SP-6385 5141 2200 9 4 13 4.5 2 3.25 12


Pipe broken with concrete debris 10% full and possible voids in multiple places, camera unable to pass debris.. N Y N X

SP-6385 39 0 0 0 0 0 1 0 0 40

SP-8837 5141 4221 17 10 27 2.43 3.33 2.7 18Polyvinyl Chloride 47.24

pipe 5% full of water, pipe material change from PVC to concrete, pipe 15% full at sag in pipe, pipe size change to 15'', pipe size change to 12'', alignment down 45%, longitudinal cracks in top and bottom of pipe for 5 ft, circumferential crack in side of pipe, multiple fractures for 20 ft, pipe broken, fine root in barrel, joint offset medium, alignment down 25%, camera unable to continue due to COLLAPSED pipe ahead, no reverse inspection because heavy vegetation at outfall. N Y N Y

City notified by Nirpaul of collapsed pipe on 11/12/15

SP-8837 38 0 0 0 0 0 0 0 0 38

SP-8678 5135 2315 30 11 41 2.73 1.38 2.16 18

Reinforced Concrete Pipe 303.47

Longitudinal crack, multiple infiltration stains, multiple cracks, roots fine joint, spiral crack, multiple cracks, surface aggregate visible for 220 feet, spiral crack at 6" stormwater tap break-in, alignment left 10%, 6" stormwater tap break-in intruding 3", surface reinforcement corroded at tap, longitudinal crack, alignment right 10%, roots fine joint, longitudinal crack, multiple cracks, alignment left 15%, alignment right 10% for 10 feet, 6" stormwater tab break-in intruding 3", multiple cracks at tap. Y N Stormwater x3 X Y

Pipe will not be replaced in CIP-8. Pipe conveys stream flow.

SP-8678 37 0 1 0 1 1 0 0 0 40

SP-2202 5131 4122 10 8 18 3.33 2.67 3 12


Pipe 15% full of water, (roots growing or trapped at joint offset) alignment down 25%, rocks blocking 10% of pipe (broken pipe?), pipe broken with visible void in top of pipe, multiple cracks in top of pipe, joint separated large, deposits settled gravel 10%. Y Y N X

SP-2202 36 0 1 0 0 0 1 0 0 38

SP-5474 5131 5131 8 8 16 4 4 4 12


From DS: two adjacent 4" stormwater tap break-ins intruding 3", soccer ball and trash obstacles fully blocking pipe can be seen from tap location, camera unable to pass tap intrusions. From US: Repair patch at joint separation, repair patch at multiple crack location, broken pipe, soccer ball obstacle fully blocking pipe (appears to be a different soccer ball than was viewed from downstream), camera unable to pass obstacle. N Y N Stormwater x2

Soccer balls galore in this pipe. Would probably be worth looking into where they are coming from and installing a new grate at open inlet. Replace pipe and install CB or trash rack at upstream end. This pipe is also on the O&M by City Crews CIP to install a trash rack at upstream end of pipe.

SP-5474 35 0 0 0 1 0 0 0 0 36

SP-7296 5131 0 14 0 14 2.8 0 2.8 12


Pipe 15% full of water, multiple cracks, longitudinal crack for 10 feet, broken pipe with soil visible at large joint offset, pipe 20% full of water at sag. Y N

SP-7296 34 0 1 0 0 0 0 0 0 35

SP-3755 5122 4100 10 4 14 2.5 4 2.8 12


Pipe 20% blocked prior to cleaning. Pipe 5% full of water, sag 15% (water level rise), sag 20% (water level rise), 8" stormwater tap break in intruding 3", lots of roots at joints not noted in report, circumferential crack, broken (collapsed) pipe with soil visible and large root ball, camera unable to continue, no reverse inspection. N Y N Stormwater X

Data labeled SP-1116 in excel export after heavy cleaning. Video labeled SP-1116 on screen, but video file named correctly. Report labeled correctly.

SP-3755 33 0 0 0 1 1 0 0 0 35

SP-6996 5122 1200 9 2 11 3 1 2.2 12


Pipe 5% full of water, roots fine joint, joint offset large, roots fine joint for 4 feet, broken pipe with soil visible at large joint offset, camera unable to pass offset. N N

Original video mislabeled as CB instead of SP.

SP-6996 32 0 0 0 0 0 0 0 0 32

SP-14527 5121 2100 8 2 10 2.667 2 2.5 12


From US: Material change from PVC to non-reinforced concrete at 3.5 ft, hole with void visible on side wall, alignment right 15%, joint angular medium, survey abandoned due to joint offset.From DS: Joint offset large, survey abandoned due to joint offset. Video not complete. N Y X

Upstream end of pipe is PVC for 3.5 ft, remainder of pipe is concrete. Pipe material should be listed as concrete overall. No pipe material listed in GIS at the time of inspection. Innovac originally labeled CB-1591 as CB-80 and CB 11130 as CB-1591, since CB-80 never existed, SP-14527 flows from CB-11130 to CB-1591. 4/20/2016

SP-14527 31 0 0 1 0 0 1 0 0 33

SP-1336 5121 3222 9 10 19 2.25 2.5 2.38 12


Deposits settled compacted 15%, joint offset medium with deposits settled compacted 5% (looks like intruding sealing grout), joint separated medium, broken pipe with large visible void and piece of metal pipe material blocking 5%, 2'' stormwater pipe tap break-in intruding 6'', large joint offset. Y N Stormwater X

SP-1336 30 0 1 0 1 1 0 0 0 33


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SP-6018 5121 2500 8 10 18 2.67 2 2.25 12


From DS:0' - 19.3' Deposits (10%); 3.75' Joint offset medium; 10.1' Joint separated causing void; 19.3' grout pretruding from joint Y N N N N

SP-6018 29 0 1 0 0 0 0 0 0 30

SP-4305 5115 3327 10 23 33 1.67 2.3 2.06 12


From US: 11.9' - 26', 33'-25.8', and 63.9' - 74' Deposits Settled Gravel (10% - 15%); 22' Offset join; 25.6' Grout pretruding from joint; 67.5' Grout pretruding from joint; 70' offset joint; 76.6' offset joint; 80' offset joint; 86.15' Hole, Void visible Y

SP-4305 28 0 1 0 0 0 0 0 0 29

SP-8752 5114 3100 9 3 12 1.8 3 2 12


From US: 13.07' Joint offset medium; 34.83' Tap break-in intruding 4"; 86.75' Joint offset medium; 87.79' Joind offset medium; 105.4' Joint separated medium/ soil visible; 108.1' broken, soil visible Y N N Stormwater N N

SP-8752 27 0 1 0 1 0 0 0 0 29

SP-2832 5111 3321 6 13 19 3 2.17 2.38 12


From D/S: Pipe 5% full of water, joint offset medium with visible soil, infiltration weepers at joints for 44 ft, medium root ball at joint blocking 30%, camera unable to continue past root ball (broken pipe visible when camera zooms upstream). From U/S: Pipe 5% full of water, roots fine at joint for 5 ft, roots medium at joint blocking 15% for 6 ft, 4" stormwater pipe tap break-in intruding 3", roots fine at joint, pipe broken (almost collapsed) on the side with visible soil, camera unable to continue. Inspection not complete. N Y N Stormwater X

Report combined by Innovac, but uninspected length is NOT equal to 0.

SP-2832 26 0 0 0 1 1 0 0 0 28

SP-5940 5111 4223 6 14 20 3 2.8 2.86 12


From D/S: Pipe 5% full of water, deposits settled fine 10%, deposits settle gravel 10% for4 ft, deposits settled compacted 10% for 13ft, obstacles at joint blocking 30% of pipe. From U/S: Pipe 5% full of water, pipe broken at joint obstacles at joint blocking 30% of pipe, camera unable to pass obstacles. Y Y N X

SP-5940 25 0 1 0 0 1 0 0 0 27

SP-7187 5111 5123 6 11 17 3 2.75 2.8333 12


From DS: Rock obstacles 10%, deposits settled fine 10% full for 3.5 ft, joint separation medium, material change to ductile iron for approximately 13 feet, deposits settled gravel 10% full, deposits settled fine 35% full, camera unable to pass debris. From US: Hole with soil visible, camera unable to pass broken pipe. N Y N Y

SP-7187 24 0 0 0 0 0 0 0 0 24

SP-4537 5100 0 5 0 5 5 0 5 12


Pipe 5% full of water, pipe material change from concrete to unknown material (CMP?), top of pipe broken with visible soil blocking 50% of pipe, camera unable to continue, no reverse inspection N N

SP-4537 23 0 0 0 0 0 0 0 0 23

SP-2129 4131 3121 10 5 15 2.5 2.5 2.5 12


Deposits settled fine 15% for 4.5 ft, alignment up 15%, joint offset medium, repair pipe replaced defective (pipe material changes to PVC) for 8 ft, joint offset large, multiple cracks in top of pipe, camera unable to pass large joint offset, remaining 5 ft of pipe candled, looks to be in ok condition. Y Y Y Y

SP-2129 22 0 1 1 0 0 0 0 0 24

SP-2469 4131 3122 14 7 21 2 2.33 2.1 12


Pipe 5% full of water, 4'' abandoned stormwater pipe tap break-in, multiple cracks in side of pipe, 4'' stormwater pipe tap break-in intruding 1'', spiral crack in top of pipe, top of pipe broken with visible daylight, joint offset medium, longitudinal crack in the side of pipe, joint offset medium, 4'' stormwater pipe tap break-in intruding 3'', deposits settled compacted 5% for 13ft, joint offset medium. Y Y N Stormwater X3 X X

City notified by Nirpaul of hole with daylight visible on 11/16/15. Priority Pipe Open Cut.

SP-2469 21 0 1 0 1 1 1 0 0 25

SP-5508 3423 4100 19 4 23 2.375 4 2.5556 12


Pipe 50% blocked prior to cleaning. From DS: Pipe 5% full of water, surface aggregate visible for 20 ft, sag 15%, joint separated medium, alignment down 25% (inspection direction upstream), joint offset large, camera unable to continue. From US: Pipe 15% full of water, surface aggregate visible for 25 ft, sag 20%, sag 50%, camera under water, unable to continue, not clear if inspection matched to other side. N Y N

Survey not complete, camera does not reach same location from both ends. Stitched data provided by Innovac not correct.

SP-5508 20 0 0 0 0 0 0 0 0 20

SP-6386 3222 4100 10 4 14 2.5 4 2.8 12


Pipe 75% blocked prior to cleaning. From DS: Pipe 25% full of water, sag 50% (rise in water level), camera unable to continue, large offset visible, inspect from other end. From US: Pipe 5% full of water, sag 10% (rise in water level), joint offset large, sag 50% (rise in water level), camera unable to continue, match to previous inspection. Y Y N

Stitched data from Innovac not correct.

SP-6386 19 0 1 0 0 0 0 0 0 20

SP-2175 3123 4131 11 8 19 1.83 2.67 2.11 12


4" tap break in, 4" tap break in, joint angular medium, alignment right 10% 4" tap break in defective, 4" tap break in, joint offset large, longitudinal crack, longitudinal fracture, joint angular medium, alignment down 25%, sag 10%. Y N Stormwater X4 Missing video.

SP-2175 18 0 1 0 1 0 0 0 0 20

SP-3076 3121 0 7 0 7 1.75 0 1.75 12


Pipe 5% full of water, joint offset large, joint separated medium with visible soil, joint separated medium, multiple crack in top of pipe. Y N

SP-3076 17 0 1 0 0 0 0 0 0 18

SP-171 2300 5400 6 20 26 2 5 3.71 12


From DS: 3' - 21' Deposits settled other (40%); 21' Joint offset Large; 24' Joint offset with void; 35.3' Joint offset large soil/void visible Y

SP-171 16 0 1 0 0 0 0 0 0 17


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SP-4586 2200 3121 4 8 12 2 1.6 1.7143 12


From US: Pipe 5% full of water, roots fine joint, deposits settled compacted 5% full, pipe 15% full of water at sag in pipe, joint offset large with obstacle in pipe 20% full (appears to be a steel pipe or tree branch)From DS: Pipe 5% full of water, roots fine joint in two places, location of abandoned US survey appears to have a short 12" concrete lateral connection with daylight visible and broken concrete and potential voids, survey complete. Y N Stormwater X X

SP-4586 15 0 1 0 1 1 1 0 0 19

SP-5855 2111 0 3 0 3 1.5 0 1.5 12

Concrete Pipe (non-reinforced) 19.77 Joint offset medium, joint offset large, camera unable to pass offset. N Y X

SP-5855 14 0 0 1 0 0 1 0 0 16

SP-5460 2111 0 3 0 3 1.5 0 1.5 12


From D/S: Pipe 5% full of water, joint offset medium, joint offset large, camera unable to continue, no reverse inspection because U/S inlet is 8" and partially buried. N N

SP-5460 13 0 0 0 0 0 0 0 0 13

SP-5174 2111 5400 3 20 23 1.5 5 3.83 12


From US: 23.7'-38.4' Deposits settled Gravel (40%); 26.2' Joint separated medium soil visible; 29.3' Joint offset large; survey abandoned at 38.5' but end of pipe can be seen Y

SP-5174 12 0 1 0 0 0 0 0 0 13

SP-2871 2100 5131 2 10 12 2 3.33 3 12


Pipe 5% full of water, deposits settled fine blocking 15% of pipe for 50ft, 4" stormwater pipe tap break-in, joint offset large 5", 4" stormwater pipe tap break-in intruding 2", 8" stormwater pipe tap break-in for 6", camera unable to continue. From D/S: pipe 5% full of water, joint offset medium, joint offset medium, deposits settled fine 15%, camera unable to continue past intruding stormwater pipe. Y Y N Stormwater x3 X

SP-2871 11 0 1 0 1 1 0 0 0 14

SP-7295 2100 0 2 0 2 2 0 2 12


From US: joint offset large with soil visible, camera unable to pass offset.From DS: joint offset medium, joint offset large with soil visible, deposits settled fine 25% full, survey complete. Y Y N X

SP-7295 10 0 1 0 0 0 1 0 0 12

SP-3007 2100 0 2 0 2 2 0 2 12


Pipe 5% full of standing water. Large joint offset (entire pipe section). Survey abandoned due to offset. No reverse inspection. N N

SP-3007 9 0 0 0 0 0 0 0 0 9

SP-7087 2100 0 2 0 2 2 0 2 12


Pipe 15% full of water, joint offset large with soil visible, camera unable to pass offset. N N

More large offset joints are visible from point where camera stops.

SP-7087 8 0 0 0 0 0 0 0 0 8

SP-9856 2100 0 2 0 2 2 0 2 12


Pipe 5% full of water, joint offset large with soil visible and void, camera unable to pass offset. N N X

Pipe in need of repair. In vicinity of CIP-14. Add to Priority Open Cut Repair CIP per John Featherstone.

SP-9856 7 0 0 0 0 0 1 0 0 8

SP-397 1200 5342 2 33 35 1 3.6667 3.1818 12


From US: Alignment down 20%, joint angular medium, deposits settled fine 20%, deposits settled fine 25% for 24 ft, piece of metal protruding through joint and blocking 25%, joint offset medium, rocks 15%, repair (looks like broken pipe material used for repair? should probably be called out as broken), chunks of concrete pipe and deposits settled fine blocking 35%, camera unable to continue. From DS: Chunks of concrete pipe blocking 5%, deposits settled fine 35% for 3 ft, camera unable to pass. Inspection not complete. Possible broken line. N N

SP-397 6 0 0 0 0 0 0 0 0 6

SP-14575 1100 4132 1 12 13 1 3 2.6 12


Pipe 30% blocked prior to cleaning. From US: PVC pipe for first 4 ft, then change to concrete, pipe 5% full of water, tap roots at joint blocking 50%, camera unable to pass, inspect from other end, jetting nozzle visible downstream.From DS: Pipe 10% full of water, joint offset medium, 4" stormwater tap break-in defective (full of gravel), medium roots at joint for 12 ft, camera jumps from 17.74 ft to 29.61 ft, root ball at joint blocking 80%, camera unable to continue, inspection not complete. N Y N Stormwater X

Data stitched by Innovac incorrect. Pipe material should be concrete pipe (non-reinforced).

SP-14575 5 0 0 0 1 1 0 0 0 7

SP-5176 1100 4300 1 12 13 1 4 3.25 12


From DS: 3.2' - 9.1' Deposits settled fines (30); 23.75' Deposits settled gravel (30%); 25.1' Joint separated medium/ soil visible; 26.7' survey abandoned N

SP-5176 4 0 0 0 0 0 0 0 0 4

SP-2181 0 5132 0 13 13 0 3.25 3.25 12


From U/S: pipe 5% full of water, deposits settled fine 5% for 18ft, obstacles rocks blocking 15% of pipe, deposits ingress in bottom of pipe blocking 15% of pipe, repair patch at joint, obstacle basketball blocking 95% of pipe, camera unable to continue past basketball. From D/S: Flow restrictor installed in pipe, pipe material change from concrete to PVC, pipe size change from 12" to 6", camera unable to continue. N Y N

SP-2181 3 0 0 0 0 0 0 0 0 3

SP-2182 No inspection - broken pipe 32 ft from CB-201. N Y N 2182 2 0 0 0 0 0 0 0 0 2


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SP-8671 18

Concrete Pipe (non-reinforced)

Not inspected - Unable to locate and completed CCTV, only 3 sections of pipe visible from other side of fence line. N Y N Y


SP-8671 1 0 0 0 0 0 0 0 0 1

Note: Pipes are listed in order of priority. Page 1 of 3

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Joint separated medium, pipe 10% full of water, joint offset medium, spiral fracture at joint, multiple fractures at 3" tap break-in intruding 1", circumferential cracks at side of pipe, multiple fractures (and hole with soil/void visible?) at 4" tap break-in, hole (small) in pipe barrel with soil visible at four locations at top of pipe, 4" tap break in intruding 1", circumferential crack, fracture spiral, encrusted deposits attached to side, joint separated medium (with infiltration dripping) , encrusted deposits on side wall 5% for 6 feet, alignment right 15%, 2" break-in tap intruding 2", multiple fractures around pipe, 3" tap break-in intruding 1" (with infiltration dripping around outside of pipe surface), material change to PE/HDPE, pipe 15% full of water at pipe sag. Y N Stormwater x6 Y 5444 39 0 1 0 1 0 0 0 0 41


Two 3-ft sections with hinge 4 longitudinal cracks, continuous roots fine joints for 12 feet, alignment left 15%, multiple cracks at top of joint, roots fine joint, broken with soil visible at bottom of pipe, longitudinal crack at top of joint, joint offset medium with soil visible at catch basin. Y Y X 5331 38 0 1 1 0 0 1 0 0 41


From US: Pipe 5% full of water, joint offset medium, roots fine joint, broken pipe at 6" (stormwater) intruding 2" break-in tap, camera unable to protruding tap. From DS: Pipe 5% full of water, 6" (stormwater) break-in tap intruding 3" with multiple cracks, broken pipe with soil visible. Inspection complete. Y Y Stormwater x2 5231 37 0 1 1 1 0 0 0 0 40

SP-6294 5231 3325 16 23 39 3.2 1.9 2.29 12 Polyethylene 301.85

Pipe material is polyethylene at downstream start of pipe, 4" stormwater tap break-in intruding 2", hole with soil visible, deposits attached encrustation 5% full, deposits settled fine 15% full for 6 feet, deposits attached encrustation 10% full, alignment left 10% alignment right 10%, material change to concrete pipe (non-reinforced), infiltration stain, longitudinal crack, circumferential crack, multiple cracks, rock obstacles 5% full, roots fine joint, two adjacent 4" stormwater tap break-ins each intruding 3" with broken pipe at intrusion, deposits attached encrustation 5% full, material change to polyethylene, alignment right 10%, material change to concrete (non-reinforced), survey stops at 301 ft (not sure why?), pipe inlet visible upstream. N N Stormwater x3 X

Camera stops short of pipe end by 10 to 20 feet - end of pipe can be seen with no obvious defects. Camera cable possibly reached maximum length? 5231 36 0 0 0 1 1 0 0 0 38


Pipe 5% full of water, roots fine joint, deposits settled fine 10% full, hole with soil and rebar visible and multiple cracks, hole with soil visible, deposits settled fine 10% full. Y N 5231 35 0 1 0 0 0 0 0 0 36


Pipe 5% full of water, deposits attached encrustation 5% full, alignment down 15%, 3" hole with 2" void visible, deposits attached encrustation 5% full for 10 feet, roots medium joint, pipe 5% full at sag in pipe, roots medium joint, multiple cracks, 3" hole with soil visible. Y N X 5231 34 0 1 0 0 0 1 0 0 36


Broken pipe with soil visible, longitudinal crack for 6 feet, multiple fractures, deposits ingress fine 15% full at medium joint separation. Y Y N 5141 33 0 1 0 0 0 0 0 0 34


Longitudinal and circumferential cracks on top and sides of pipe for 5 LF, 20% alignment shift for 20 LF, longitudinal fractures on top and side of pipe for 5 LF with sediment at joint offset/broken pipe (void visible), 10% alignment shift for 10 LF, sediment and leaves for 10 LF at pipe outlet. Y N X Y 5132 32 0 1 0 0 0 1 0 0 34


Alignment down 10%, alignment down 15%, alignment right 10%, 4" stormwater tap-break in intruding 3", hole with soil visible (with possible plastic repair patch) and multiple cracks (fractures) immediately downstream of tap, joint angular medium, alignment left 10%, alignment left 10%, spiral crack at bottom of pipe. Y Y Stormwater X 5131 31 0 1 1 1 1 0 0 0 35


Pipe 40% blocked prior to cleaning. Deposits settled fine 5% (not in report), fine roots at joints (not in report), pipe 15% full of water at sag in pipe (water backed up to small joint offset), 4" stormwater pipe tap break in, intruding 2", surface aggregate visible for 24ft, hole in bottom of pipe, pipe 5% full of water at sag in pipe. Y Y Y Stormwater X 5131 30 0 1 1 1 1 0 0 0 34


Pipe 5% full of water, broken pipe section (6 ft), longitudinal crack in top of pipe and fracture in bottom of pipe (crack also visible on side of pipe, should be a hinge 3 fracture) for 5 ft, Y N 5131 29 0 1 0 0 0 0 0 0 30


Pipe 25% blocked prior to cleaning. Pipe 5% full of water. Pipe broken in side of pipe. Surface aggregative visible for 23ft. Roots fine at joint for 12ft. Pipe 20% full of water at sag in pipe. Pipe material change from concrete to PVC. Y Y N 5131 28 0 1 0 0 0 0 0 0 29

Table 9: Recommended Trenchless Pipe Repair


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From US: Multiple cracks, broken pipe (possible hinge fracture), longitudinal crack, alignment right 15%, rock obstacles 20% full, camera unable to pass rocks. From DS: Rock obstacles 15% full, camera unable to pass rocks. N Y N Y 5131 27 0 0 0 0 0 0 0 0 27


Pipe broken in side of pipe at bell end, multiple crack in top of pipe, fine roots at joint, deposits settled gravel blocking 40% of pipe. Y Y N 5131 26 0 1 0 0 0 0 0 0 27


Deposits settled fine 15% for 10 feet, (pipe alignment up) with joint separated medium (small) with rock obstacles 15%, joint offset medium with obstacle at joint, longitudinal hinge fracture, deposits settled fines 15% for 76 feet, 4" tap break-in. Y Y N Stormwater

Hinge fracture looks like it may collapse. 5112 25 0 1 0 1 0 0 0 0 27


Water mark 15% , deposits settled compacted 5%, circumferential crack in bottom of pipe, deposits settled other (rocks and debris) 10% for 6 ft, joint separated medium with small visible void in bottom of pipe, deposits settled other (rocks and debris) blocking 10% of pipe for 15 ft. Y Y Y 5112 24 0 1 1 0 0 0 0 0 26


Pipe 5% full of water. Continuous root medium joints at bottom of pipe for 40 feet, roots tap joint, alignment right 10%, brick repair at joint, roots fine joint at bottom of pipe, roots medium joint at bottom, broken pipe, 4" tap break-in intruding 6". Y N Stormwater 5100 23 0 1 0 1 0 0 0 0 25

SP-3730 5100 3100 5 3 8 5 3 4 12Concrete Pipe (non-reinforced) 49.14 Pipe 5% full of water, medium roots at joint for 4ft, pipe broken at top. Y N 5100 22 0 1 0 0 0 0 0 0 23


From US: Deposits settled fine 10%, roots fine at joint, deposits settled fine 5%, deposits settled fine 15% for 7 ft, deposits settled fine 25% for 6 ft, broken pipe with visible soil at joint, deposits settled fine 35%, camera unable to continue, camera unable to complete inspection from outfall due to 75% rocks and debris at outfall, can see daylight at outfall at point where inspection is abandoned. N Y N Y 5100 21 0 0 0 0 0 0 0 0 21

SP-7310 5100 0 5 0 5 5 0 5 12Concrete Pipe (non-reinforced) 59.65 3" hole with soil visible and apparent small void. Y N X 5100 20 0 1 0 0 0 1 0 0 22


Pipe 5% full of water, joint offset medium, multiple fractures in side of pipe, longitudinal cracks in top of pipe for 10ft, longitudinal crack in bottom of pipe, longitudinal crack in bottom of pipe for 7ft, longitudinal fracture in bottom of pipe for 5ft, longitudinal fracture in top of pipe for 5ft, multiple fracture at joint for 6ft, deposits settled compacted 5%, multiple fracture in top of pipe x2. Y N 4432 19 0 1 0 0 0 0 0 0 20


Deposits settled fine 10%, joint offset medium, deposits settled fine 15%, multiple cracks in side and top of pipe, longitudinal cracks in sides of pipes, multiple cracks in top of pipe (looks like a hinge fracture (FH3) for 6 ft), water mark 20%, deposits settled gravel 10%, multiple cracks, multiple fractures (looks like another hinge fracture (FH3 or FH4) for 6 ft). Y Y Y Y 4134 18 0 1 1 0 0 0 0 0 20


Multiple crack in top of pipe, multiple fracture in top of pipe, deposits settled fine 45%, deposits settled gravel 50%, camera unable to continue past deposits, no reverse inspection. N Y N 4131 17 0 0 0 0 0 0 0 0 17


Deposits settled fine 25% for 42 ft, multiple fractures top of pipe, alignment left 10% at joint angular medium (large with void), longitudinal cracks on top, obstacles rocks 15%. Unable to pass rock obstruction, survey abandoned. N Y Y X 4121 16 0 0 1 0 0 1 0 0 18


Pipe cleaned (25% blocked prior to cleaning). Pipe 5% full of water, multiple fractures (hinge fracture - H4) for 10 ft. Y Y N 4100 15 0 1 0 0 0 0 0 0 16


Multiple cracks in top of pipe, multiple cracks in top of pipe, spiral cracks in side of pipe, multiple cracks top half of pipe, longitudinal fracture in top of pipe, longitudinal fracture in bottom of pipe, multiple cracks in top half of pipe. Y N Missing video. 3621 14 0 1 0 0 0 0 0 0 15

SP-13136 3422 0 16 0 16 2.7 0 2.67 18Reinforced Concrete Pipe 76.88

Pipe 30% blocked prior to cleaning. Visible aggregation at bottom surface for 38ft. Longitudinal crack in top of pipe for 55ft. Multiple crack in top of pipe. Longitudinal fracture in bottom of pipe for 14ft. Longitudinal fracture in bottom of pipe. Longitudinal crack in bottom of pipe for 6ft. Conduit running length of pipe. Y Y N

Conduit (runs along pipe

length) Y 3422 13 0 1 0 1 0 0 0 0 15


Pipe 5% full of water, multiple fractures and holes with infiltration stains in top of pipe for 4 ft, joint offset medium. Y N X 3211 12 0 1 0 0 1 0 0 0 14


Water mark 15% full, deposits settled gravel 10% full for 37 feet, joint offset medium, longitudinal crack for 4 feet, longitudinal crack, deposits settled rocks and debris 10% full for 18 feet, multiple cracks from 11 to 1 o'clock, joint offset medium, deposits settled gravel 10% full for 5 feet, rock obstacles 15% full, camera unable to pass rocks. N Y Y 3122 11 0 0 1 0 0 0 0 0 12


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Pipe 5% full of water, joint offsets medium, spiral fracture in side of pipe, repair patch (looks like hole not repaired?) in top of pipe, joint separated medium, joint offset medium, longitudinal crack in top of pipe for 11 ft, 4'' stormwater tap break in intruding 2''. Y N Stormwater X 3121 10 0 1 0 1 1 0 0 0 13

SP-6494 3111 0 4 0 4 2 0 2 18Reinforced Concrete Pipe 63.49 Pipe 5% full of water, multiple cracks for 20 feet, broken pipe at medium joint offset. Y Y 3111 9 0 1 1 0 0 0 0 0 11


Pipe 20% full of water, roots fine joint with minor joint separation, pipe 20% full of water at sag, deposits settled fine 15% full for 14 feet, deposits settled fine 20% full, pipe 20% full of water at sag, deposits settled fine 20% full. Y Y Y 2200 8 0 1 1 0 0 0 0 0 10


Spiral crack in top of pipe, deposits settled gravel 25% to 50% for 13 ft, camera unable to continue to outfall, but remaining section of pipe candled/hard taped, no visible structural issues. Y Y N 2100 7 0 1 0 0 0 0 0 0 8


Pipe cleaned(20% blocked prior to cleaning). Pipe 5% full of water, medium roots at joint for 5 ft, fine roots at joint x3, pipe 20% full at sag in pipe (not really a sag, water backed up from outfall). Y Y Y 2100 6 0 1 1 0 0 0 0 0 8


From DS: 13.2' Roots fine joint; 15' Roots fine joint; 21' joint separated, soil exposed. Roots; 34.2' roots fine joint Y N N

Lining to seal joints where roots are pretruding and gap in joint separation. 2100 5 0 1 0 0 0 0 0 0 6


From US: 3.66' Rock deposits (10%); 4.13' joint offset; 13' joint offset; 19.5' joint separated medium and deposits Y Y N

Jetting required, solids likely because of multiple separated joints and joint offsets 1300 4 0 1 0 0 0 0 0 0 5


Pipe 10% full of water, roots fine joint, roots medium joint 15% full, medium joint offset with soil visible, roots tap joint, roots fine joint, roots tap joint 5% full for 13 feet, pipe 15% full of water at slight sag. Y Y N 1100 3 0 1 0 0 0 0 0 0 4


Pipe 5% full of water, medium roots at joint 15%, medium roots in barrel 25%, medium root at joint 10% for 27 ft, medium roots in barrel blocking 15% for 33ft, medium roots at joint 25%, fine roots at joint, medium roots at joint 10%, fine roots at joint. Y Y N 0 2 0 1 0 0 0 0 0 0 3


From US: 3.2' - 15.7' Deposits Settled Gravel (10%); 11.8' Joint Angular Medium; 15.7' Joint Angular medium; 15.7' - 19.8' Multiple cracks Y N N

Low priority CIP. Sliplining possible to seal angular joints and reinforce spiderweb cracking. 3212 1 0 1 0 0 0 0 0 0 2

Note: Pipes listed in numerical order, not in order of priority. Page 1 of 3

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SP-1324 2111 3100 3 3 6 1.5 3 2 12Concrete Pipe (non-reinforced)

Pipe 5% full of water, water level 10% full at pipe sag, joint offset, metal conduit obstacle at crosses bottom of pipe near catch basin. N

Unknown (cable or other conduit) X

SP-2362 4222 3122 13 7 20 2.6 2.3 2.5 12Concrete Pipe (non-reinforced)

Pipe 15% full of water, longitudinal crack for 11 feet, two 1" utility crossing through top of pipe with soil visible, multiple fractures, broken pipe with soil visible, longitudinal crack, 8" stormwater tap intruding 2 inches, alignment left 20%, joint offset medium. Y

Stormwater and Utility X

SP-2576 2100 5131 2 8 10 2 4 3.33 18Reinforced Concrete Pipe

Pipe 40% full of water, roots medium joint, 4" utility line passing through pipe, pipe 10% full of water. Y Y Unknown 4" X


Pipe 10% full of water, conduit (power?) intruding across pipe blocking 15%, multiple fracture at joint, fine roots in barrel, deposits attached encrustation 5% for 18 ft, fine roots at joint, deposits attached encrustation 10% x2, alignment down 25%, joint offset medium. Y N Conduit X City notified by Nirpaul of cross bore conduit 11/13/15.


From US: Small cracks in top of pipe, gas line crossing through pipe, pipe broken at gas line intrusion. Camera unable to pass gas line. From DS: Alignment right 15% x2, joint separation medium, alignment right 10% x5, multiple cracks with hole in top of pipe, longitudinal crack with gravel deposits 5% full, longitudinal crack with medium joint separation (broken/hole), joint angular medium, alignment left 10%, joint separation medium, multiple fractures in top of pipe, compacted deposits 5% full at joint (grout? Concrete?), longitudinal crack in bottom of pipe, joint separation medium, other side of gas pipe crossing through. Inspection complete N Gas X

SP-3081 0 4121 0 6 6 0 3 3 12 Corrugated Metal PipePipe 5% full of water, deposits ingress other blocking 10%,pipe intruding across pipe (gas/power/cable?) blocking 30%. N Gas/Power/Cable? X City notified by Nirpaul of cross bore on 11/9/15

SP-5451 2100 5131 2 8 10 2 4 3.33 12Concrete Pipe (non-reinforced)

Pipe 5% full of water, pipe 20% full at sag in pipe, deposits settled fine 20%, pipe (gas/water?) intruding across pipe blocking 50%, camera unable to continue, no reverse inspection because heavy deposits at D/S. N gas/water? X

SP-6300 4100 5131 4 8 12 4 4 4 12Concrete Pipe (non-reinforced)

Roots medium joint (plant overgrowth intruding from culvert inlet), multiple fractures at utility intrusion that passes through pipe - appears to be 1" or 2" water or gas line. N Water or Gas X

SP-6366 5100 4100 5 4 9 5 4 4.5 12Concrete Pipe (non-reinforced)

From U/S: Pipe 5% full of water, obstacles external connection intruding across pipe blocking 25%, pipe broken in top with visible soil, camera unable to pass intruding connection. From D/S: Pipe 5% full of water, obstacle external connection intruding across pipe blocking 25%. N Unknown x2 X


Pipe 10% full of water, joint offset medium, longitudinal fracture in top of pipe for 4ft, fracture longitudinal in bottom of pipe, intruding external pipe (gas?) across pipe at top blocking 20%, alignment down 90%, camera unable to continue, no reverse inspection. Y Gas X

Table 10: Illicit Utility Crossing


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SP-7235 0 4100 0 4 4 0 4 4 12 PolyethyleneObstacles blocking 25%, intruding pipe conduit material through pipe from top of to bottom, camera unable to continue, no reverse inspection. N

Unknown 1" conduit X

SP-7242 0 5142 0 31 31 0 3.4 3.44 12Concrete Pipe (non-reinforced)

Pipe 5% full of water, obstacles rocks blocking 15%, 4"stormwater pipe tap break-in intruding 4", obstacles rocks 15% for 7 ft, large external pipe intruding across pipe blocking 50%, deposits settled fine 25% for 12 ft, deposits settled fine 20% x2, deposits settled fine 15% for 13 ft, alignment left 25%. N

Stormwater and unknown large pipe X


Pipe 5% full of water, broken concrete in pipe 5% full, multiple cracks and broken pipe with soil visible at utility crossing (gas line), hole with soil visible in two places, deposits settled fine 5% full, roots medium barrel for 30%. Y N Gas Line X Gas line cross bore reported to City 12/7/15.


From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 6 inches, camera unable to pass tap.From DS: Pipe 5% full of water, broken pipe with 3" hole and possible void, broken pipe with metal patch at 1" utility line crossing - voids visible at break, camera unable to pass utility crossing. N

Stormwater and 1" Utility X X

Survey is not complete. Report is combined and shown as complete, but camera does not reach the same point from both sides. Utility is likely a water service, possibly a gas line? Uninspected length does not equal zero and stitched data provided by Innovac is not correct.

SP-7294 5231 4131 19 9 28 2.71 3 2.8 12Concrete Pipe (non-reinforced)

From US: Medium joint offset, deposits settled fine 10% full for 6 feet, broken pipe with concrete protruding in invert, medium joint offset, broken pipe at 2" utility line crossing, camera unable to pass utility crossing.From DS: Longitudinal crack in two places, pipe broken with soil visible at 2" utility crossing (different crossing than from upstream), camera unable to pass crossing. N Unknown 2" x2 X X

Survey is not complete, camera stops at two different crossings from upstream and downstream directions . Crossings may be water services. Uninspected length does not equal zero and stitched data provided by Innovac is not correct.

SP-8709 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced)

1" pvc pipe protruding through wall and continuing upstream, camera unable to pass, upstream structure unknown. N

Unknown 1" pvc pipe X Intruding pipe appears to be 1-IN PVC

SP-9075 5333 2312 24 8 32 4 1.6 2.91 18 Corrugated Metal Pipe

Pipe 20% blocked prior to cleaning. Pipe 10% full of water. Hole in top of pipe with visible soil. Pipe alignment right 15%. Pipe alignment right 15%. Surface corrosion in top of pipe for 29ft. Hole in top of pipe. Fine roots at joint. Surface corrosion in bottom of pipe. Two 4" stormwater pipes tap break in intruding 3". Hole in side of pipe with visible void and utility pipe/valve, pipe horizontal deformation 45%. Alignment left 10%. Repair patch in top of pipe. 4" stormwater pipe tap break in. 4" stormwater pipe tap break in intruding 3". Y N

Stormwater x4 & Unknown

utility/valve XOriginal inspection - D/S surveyed on Nov.10, 2015; U/S surveyed on Dec.16, 2015.

SP-947 5100 5131 5 8 13 5 4 4.33 12 Corrugated Metal Pipe

hole on top of pipe with visible soil, 4'' stormwater tap break in intruding for 3'', gas line through pipe blocking 50% camera unable to pass, no reverse inspection because D/S CB covered by bushes. N Gas, Stormwater X Gas Line Found and reported to the City 11/5/15


4" tap break in, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint separated medium with deposits ingressed fine 10%, 4" tap break in, broken pipe with gas line cross bore, camera unable to continue. N

Gas and Stormwater x2 X

Gas line found and reported to City 12/1/15. Report sent via email, but not included in pdf of reports for the week. No video provided.


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From DS: Pipe broken in multiple places near catch basin with concrete debris and possible repair patches, alignment left 25 ft, and pipe size changes from 12" to 8" camera unable to pass debris/angle/size change.From US: 4" stormwater tap break-in with aggregate showing, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint offset medium with deposits ingress fines 10% full, 4" stormwater tap break-in, 1" utility line crossing bottom of pipe with broken pipe and concrete debris in pipe, camera unable to pass broken pipe. Stormwater tap break in visible downstream. Inspection not complete. N

Stormwater x3, Unknown 1" X X

Survey is not complete, camera does not reach same point from upstream and downstream. significant damage to pipe at broken pipe sections.

Note: Pipes listed in order of priority. Page 1 of 13

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SP-1025 4100 3522 4 20 24 4 2.5 2.67 12


From US: Medium roots at joint, 2" tap break-in, cannot pass roots. From DS: Medium break at joint in top of pipe, 4" tap-break in with medium roots in tap-in and bottom of pipe, sediment and roots (15%) in bottom of pipe for 10 LF, sediment (15% and 10%) in bottom of pipe for 5 LF, roots at joints in several places - match to previous inspection. Y N Stormwater

SP-1074 0 3324 0 17 17 0 2.4 2.43 12


Gravel in bottom of pipe 15% full for 8 ft, deposits ingress fine at joint 5% full and alignment left 15%, deposits settled compacted on side of pipe for 3 ft 5% full, gravel in bottom of pipe 15% full for 20 ft, alignment left 15%, deposits settled compacted on side of pipe 20% full for 2 ft, 6" tap break in (stormwater), rocks and gravel in pipe 50% full, pipe changes to 4" pipe (4" pipe 50% full with sediment), camera unable to continue, upstream structure unknown. Y N Stormwater Locate upstream end of 4" pipe, and install CB at pipe size change.

SP-1082 0 3100 0 3 3 0 3 3 12Corrugated Metal Pipe Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 4''. N Stormwater X Distance measured freezes and lurches forward during video.

SP-1085 0 4100 0 4 4 0 4 4 12 PolyethylenePipe 5% full of water (wet but not actively flowing). 6" tap break-in intruding 5" near downstream catch basin. Y N Stormwater

SP-10900 0 4133 0 17 17 0 2.8 2.83 12 Polyethylene

Pipe 15% full of water, infiltration weeper in bottom of pipe, deposits attached encrustation 5% at joint, deposits settle fine 15% 31 ft, 4" stormwater pipe tap break-in intruding 6", stormwater pipe tap break-in intruding 3", 4" stormwater pipe tap break-in intruding 5". N Stormwater x3 X

SP-10947 5131 4132 10 14 24 2.5 2.8 2.67 36 Other

Pipe 5% full of water, alignment down 25%, obstacles blocking 10% of pipe at bottom, circumferential crack in top and side of pipe, 8" stormwater pipe tap break-in, surface reinforcement corroded with visible aggregate in top of pipe, infiltration dripper in top of pipe, infiltration dripper in top of pipe x2, circumferential crack in top and side of pipe. N Stormwater X

SP-10948 2100 4321 2 14 16 2 3.5 3.2 24Reinforced Concrete Pipe

Pipe 5% full of water (flowing). Alignment right 25%, alignment down 15%, 8" tap break-in, pipe size reduces to 12", alignment left 25%, crack longitudinal at top of pipe, alignment left 45%. N Stormwater

SP-1098 4112 4100 6 4 10 2 4 2.5 12


Pipe 5% full of water, joint offset medium, 8" stormwater pipe tap break-in intruding 4". Joint offset medium, repair patch at joint, multiple fractures in top and side of pipe. N Stormwater X

SP-1116 5342 3123 31 9 40 3.44 2.3 3.077 12


Pipe 40% blocked prior to cleaning. From DS: Deposits settled gravel 15% for 7 ft, rocks 10%, camera unable to pass, inspect from other end. From US: Pipe 5% full of water, joint offset medium, broken (almost collapsed) pipe with visible void, spiral fracture, sag 20%, sag 25%, broken pipe with multiple fractures, hole with visible soil, rocks 5%, hole with visible soil (actually 3" tap break in that has become clogged with debris after heavy cleaning/jetting, see original inspection from 12/4/15), rocks 10%, match previous inspection. Y N Stormwater X X

Data stitched by Innovac not correct. Correct numbers are noted in this row.

SP-1121 4100 0 4 0 4 4 0 4 12

Concrete Pipe (non-reinforced) Pipe 5% full of water (flowing). 4" tap break-in with multiple fractures at top of pipe. N Stormwater

SP-12456 0 3121 0 6 6 0 2 2 12


Alignment left 15%, alignment down 10%, 4'' tap break-in (stormwater) intruding 3'' at top of pipe. N Stormwater

SP-12457 3100 1100 3 1 4 3 1 2 12


Alignment right 10%, infiltration stain around bottom section of a joint, multiple cracks at top of pipe near a 4" stormwater tap break-in. N Stormwater

SP-1252 5241 3122 21 8 29 3.5 2 2.9 12


Deposits settled compacted 10% full for 11 ft, small broken pipe with visible soil in top of pipe at joint and crack in top of pipe for 3 ft, multiple cracks in top of pipe for 3 ft, broken pipe with visible soil (entire 2 ft section of pipe broken into pieces, pieces protruding into pipe), deposits settled compacted 10% full for 9 ft, multiple cracks in top of pipe for 3 ft, sediment in bottom of pipe for 7 ft (approx. 10% full, not called out in report), material change from concrete to PVC for 6 ft with intruding 4" tap break in in middle of PVC section, joint offset medium at concrete to PVC transition, alignment right 10%. Y N Stormwater

SP-1275 2111 4131 3 9 12 1.5 3 2.4 12


Pipe cleaned (20% blocked prior to cleaning). Pipe 5% full of water, rock obstacles 15% full, 3" tap break-in intruding 2 inches, joint offset medium, pipe 20% full of water at sag, camera underwater. Y N Stormwater

Table 11: Improper Storm Drain Connections


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SP-1299 0 3100 0 3 3 0 3 3 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" tap break-in intruding 4". N Stormwater

SP-130 1300 3123 3 11 14 1 1.8 1.56 12


Stitched video. From DS: Roots from 4" tap-break in, roots fine joint, 4" tap break-in intruding 1", joint separated medium, joint offset medium, roots fine joint, 4" tap break-in intruding 1", joint offset medium, material change to CMP, 4" tap break-in intruding 3", survey abandoned due to traction loss on CMP rib.From US: Survey completed at matching point. Y N Stormwater x4

Majority of pipe is concrete, so pipe material should be concrete in the database/GIS with material change to CMP listed in problem statement.

SP-1305 5341 3422 29 16 45 2.9 2.67 2.81 12


From US: Joint offset medium (soil visible), joint separated at alignment down 20% with multiple cracks around joint, pipe size increases to 15", material change to metal, hole with soil visible at joint (rock obstacles 30% full), deformation at crown, hole at joint with defective repair patch, deposits settled compacted 10% full, material change and pipe size change to 12" concrete, 4" tap break-in intruding 4" and obstructing flow, survey abandoned.From DS: Pipe 5% full of water. 4" tap break-in intruding 3", joint offset, longitudinal crack and spiral crack near joint. Survey abandoned matched to previous inspection. N Stormwater x2 X X

SP-1319 3112 2213 5 7 12 1.67 1.4 1.5 12


Alignment right 5%, joint offset medium, alignment right 15%, alignment left, 10%, alignment right 10%, multiple cracks at top of pipe, 4" tap break-in intruding 2", joint angular medium at PVC pipe repair section. Y Stormwater

SP-1325 0 3324 0 17 17 0 2.4 2.43 12Corrugated Metal Pipe

From D/S: Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 5'', camera unable to continue past intruding tap. From U/S: Pipe 5% full of water, deposits settled gravel 10% for 50ft, deposits ingress fine 5% at joint, deposits settled gravel 10% for 17 ft, deposits ingress fine 5% at joint, 4'' stormwater tap break in intruding 3''. Y N Stormwater x2

SP-1327 2212 3100 6 3 9 1.5 3 1.8 12


Pipe 5% full of water, joint offset medium with visible soil, pipe 15% full at sag in pipe, deposits settled fine 15%, 4" stormwater pipe tap break-in, joint offset medium, large joint offset with visible soil. Y Y Stormwater X

SP-1333 4100 3100 4 3 7 4 3 3.5 12Corrugated Metal Pipe

Pipe 5% full of water, 4'' stormwater tap break in intruding 4'', deformation/bulge 5% in sidewall. N Stormwater X

SP-1334 3100 4131 3 8 11 3 2.7 2.75 12


Pipe 55% blocked prior to cleaning. Infiltration stains at joints for 95 ft, 6" stormwater tap break in with medium roots (from lateral) and spiral fracture, fine roots at joint, alignment right 25 degrees, 6" stormwater tap break in. N N Stormwater x2 X

SP-1336 5121 3222 9 10 19 2.25 2.5 2.38 12


Deposits settled compacted 15%, joint offset medium with deposits settled compacted 5% (looks like intruding sealing grout), joint separated medium, broken pipe with large visible void and piece of metal pipe material blocking 5%, 2'' stormwater pipe tap break-in intruding 6'', large joint offset. N Stormwater X

SP-14526 3100 2100 3 2 5 3 2 2.5 12


Pipe 5% full of water, 4" stormwater tap break in intruding 1", hole with visible soil in top of pipe Y Stormwater X

SP-14575 1100 4132 1 12 13 1 3 2.6 12


Pipe 30% blocked prior to cleaning. From US: PVC pipe for first 4 ft, then change to concrete, pipe 5% full of water, tap roots at joint blocking 50%, camera unable to pass, inspect from other end, jetting nozzle visible downstream.From DS: Pipe 10% full of water, joint offset medium, 4" stormwater tap break-in defective (full of gravel), medium roots at joint for 12 ft, camera jumps from 17.74 ft to 29.61 ft, root ball at joint blocking 80%, camera unable to continue, inspection not complete. Y N Stormwater X

Data stitched by Innovac incorrect. Pipe material should be concrete pipe (non-reinforced).

SP-1481 0 2200 0 4 4 0 2 2 18Reinforced Concrete Pipe

Pipe 5% full of water, 8" factory pipe tap break-in at top of pipe, infiltration weeper in bottom of pipe, 6" stormwater pipe tap break-in, 6" stormwater tap break-in intruding 2". Y Stormwater x3 X

SP-15337 2111 0 3 0 3 1.5 0 1.5 12

Concrete Pipe (non-reinforced) Joint offset medium, pipe 10% full at sag in pipe, 4" stormwater pipe tap break in. N Stormwater X

SP-15537 2111 2911 3 19 22 1.5 1.9 1.83 12


9 alignment lefts, rights, ups and downs 15% (not factory installed bends, just the way the pipe was constructed/shifted), joint offset medium, 6" stormwater tap factory, deposits ingress fine 5% at joint, joint offset large. N Stormwater


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SP-15662 0 4100 0 4 4 0 4 4 12Corrugated Metal Pipe

Pipe 5% full of water, 8" stormwater pipe tap break-in intruding 3", camera unable to pass intruding pipe. Y Stormwater X

SP-15681 0 1100 0 1 1 0 1 1 12


Pipe 5% full of water, 4" stormwater tap break in at joint (mainline damaged - tap break in defective), 2nd 4" tap break in defective at joint at 19.5 ft at 2 o'clock not in report, alignment right 10% x2 (not factory installed bends). Y Stormwater x2

SP-1657 0 2A00 0 24 24 0 2 2 12

Concrete Pipe (non-reinforced) From US: 13.4' - 75.2' deposits settled fine (10%); 63' Tap break-in N N Stormwater

SP-170 3222 2800 11 16 27 2.2 2 2.08 12


From US: 6.73' - 9.81' Multipltiple cracks; 9.81' Joint offset; 12.61' deposits settled gravel (10%); 22.54' - 30.38' longitudinal crack; 32.97' Tap Breack in, 4in pipe intruding 2 inches; 48.03' - 65.21' deposits settled gravel (10%) N stormwater

SP-1942 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe Pipe 5% full of water, 4'' stormwater pipe tap break in intruding 2''. N Stormwater X

SP-1951 1100 3322 1 13 14 1 2.6 2.33 12


Pipe 5% full of water, deposits settled fine 15% for 21ft, 4" stormwater pipe tap break-in, obstacles rocks blocking 10% of pipe, deposits ingress fine 15% in side of pipe, circumferential crack in top of pipe, obstacles rocks blocking 10% of pipe, obstacles rocks blocking 15% of pipe, camera unable to continue past rocks, no reverse inspection because heavy deposits at downstream CB. Y N Stormwater X

SP-1962 3121 3100 8 3 11 1.6 3 1.83 12


Pipe 5% of water, 2" stormwater pipe tap break-in for 6", 3" stormwater pipe tap break-in, 3" stormwater pipe tap break-in, 3" stormwater pipe tap break-in, 4" stormwater pipe tap break-in, joint separated medium with visible soil, joint offset medium with visible soil, longitudinal crack in top of pipe, 4" stormwater pipe tap break-in, spiral fracture in bottom of pipe, joint offset medium with visible soil. N Stormwater x6 X

SP-1963 5341 3124 22 13 35 4.4 1.9 2.92 12 Polyethylene

Pipe 5% full of water, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom of pipe, fine roots in barrel, pipe broken in bottom, fine roots in barrel, 1" hole in bottom of pipe, fine roots in barrel, 4" stormwater pipe tap break-in intruding 3", fine roots at joint, fine roots at joint for 17 ft, pipe broken in top of pipe. Y Y Stormwater X

SP-1972 4100 5231 4 13 17 4 4.33 4.25 12


From US: Broken pipe with defective plastic repair patch, 4" stormwater tap break-in intruding 10 inches, camera unable to pass tap.From DS: Deposits settled fine 20% full entire length, basketball in pipe blocking 95%, camera unable to pass basketball. Y N Stormwater X

Survey not complete - stitched report shows as complete, but camera does not reach same point from both sides.Report originally stitched, but stitched data did not match individual reports. Stitched data deleted and recalculated by OCI for incomplete inspection.


Unable to inspect due to water and debris blocking 60%. Pipe 20% full of water. 8" stormwater pipe tap break in intruding 5", camera unable to continue pass intruding pipe. No Reverse inspection. Y Y Stormwater X

SP-2151 5100 4134 5 20 25 5 2.5 2.78 12


Pipe 5% full of water. Continuous root medium joints at bottom of pipe for 40 feet, roots tap joint, alignment right 10%, brick repair at joint, roots fine joint at bottom of pipe, roots medium joint at bottom, broken pipe, 4" tap break-in intruding 6". N Stormwater

SP-2175 3123 4131 11 8 19 1.83 2.7 2.11 12


4" tap break in, 4" tap break in, joint angular medium, alignment right 10% 4" tap break in defective, 4" tap break in, joint offset large, longitudinal crack, longitudinal fracture, joint angular medium, alignment down 25%, sag 10%. N Stormwater X4 Missing video.

SP-2189 2113 1200 5 2 7 1.25 1 1.17 12


Joint offset medium, joint offset medium at the beginning and end of a 6-ft PVC pipe repair section, PVC alignment to the left, 4" tap break-in after PVC pipe section, alignment left, longitudinal crack at top of pipe (and joint offset small). Y Stormwater


Pipe 5% full of water, 4" tap break in intruding 2" 1 ft from downstream end of pipe (not visible on video, assume stormwater), deposits settled fine 15% for 12 ft, 4'' stormwater pipe tap break-in intruding for 3'', repair patch, deposits settled gravel 10%, obstacles intruding through top blocking 45% (looks like rebar, with another hole nearby), bulge in side of pipe at 120 ft (not in report), deposits settled fine 5%, deposits settled fine 5% for 8 ft, obstacles at joint 25% (looks like big pile of leaves - leaves could be obscuring a bigger problem). Y N Stormwater x2 X Remove intruding rebar and tap break ins and line pipe.

SP-2195 3100 4100 3 4 7 3 4 3.5 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" stormwater tap break-in, hole with infiltration runner. N Stormwater X


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SP-2362 4222 3122 13 7 20 2.6 2.3 2.5 12


Pipe 15% full of water, longitudinal crack for 11 feet, two 1" utility crossing through top of pipe with soil visible, multiple fractures, broken pipe with soil visible, longitudinal crack, 8" stormwater tap intruding 2 inches, alignment left 20%, joint offset medium. Y

Stormwater and Utility X


Pipe not inspected due to heavy deposits prior to cleaning. Pipe 15% full of water. Pipe 20% full of water at sag in pipe. Pipe deformed 5%. 8" stormwater pipe tap break in. Y Y Stormwater X

SP-2469 4131 3122 14 7 21 2 2.3 2.1 12


Pipe 5% full of water, 4'' abandoned stormwater pipe tap break-in, multiple cracks in side of pipe, 4'' stormwater pipe tap break-in intruding 1'', spiral crack in top of pipe, top of pipe broken with visible daylight, joint offset medium, longitudinal crack in the side of pipe, joint offset medium, 4'' stormwater pipe tap break-in intruding 3'', deposits settled compacted 5% for 13ft, joint offset medium. Y N Stormwater x3 X X

City notified by Nirpaul of hole with daylight visible on 11/16/15. Priority Pipe Open Cut.

SP-2606 5231 3123 13 11 24 4.33 1.83 2.67 12


From US: Two alignment shifts to the left and right. Deposits settled fine 15% at the broken pipe joint at 4" tap break-in, 4" tap break-in intruding 1" with pipe material (and gravel) obstacle, multiple cracks at bottom of pipe. Survey abandoned, due to pipe chunk obstacle.From DS: Broken pipe with ingress deposits. Survey abandoned to match previous location. N Stormwater x2 X

SP-2716 5112 3222 7 10 17 2.33 2.5 2.43 12


Deposits settled fine 15% for 10 feet, (pipe alignment up) with joint separated medium (small) with rock obstacles 15%, joint offset medium with obstacle at joint, longitudinal hinge fracture, deposits settled fines 15% for 76 feet, 4" tap break-in. Y N Stormwater Hinge fracture looks like it may collapse.

SP-2832 5111 3321 6 13 19 3 2.2 2.38 12


From D/S: Pipe 5% full of water, joint offset medium with visible soil, infiltration weepers at joints for 44 ft, medium root ball at joint blocking 30%, camera unable to continue past root ball (broken pipe visible when camera zooms upstream). From U/S: Pipe 5% full of water, roots fine at joint for 5 ft, roots medium at joint blocking 15% for 6 ft, 4" stormwater pipe tap break-in intruding 3", roots fine at joint, pipe broken (almost collapsed) on the side with visible soil, camera unable to continue. Inspection not complete. Y N Stormwater X

Report combined by Innovac, but uninspected length is NOT equal to 0.

SP-2843 5131 3121 11 9 20 2.75 1.5 2 12


Alignment down 10%, alignment down 15%, alignment right 10%, 4" stormwater tap-break in intruding 3", hole with soil visible (with possible plastic repair patch) and multiple cracks (fractures) immediately downstream of tap, joint angular medium, alignment left 10%, alignment left 10%, spiral crack at bottom of pipe. Y Stormwater X

SP-2848 0 4132 0 10 10 0 3.33 3.33 12


From US: Pipe 5% full of running water, roots medium joint (root mass?), 5" or 6" tap break in intruding 4". Survey abandoned unable to pass intruding pipe.From DS: 5" tap-break-in. Survey abandoned to match at second tap break-in location from previous video. (Fractures observed around tap.) Y N Stormwater x2


pipe 5% full of water, deposits settled fine 15% for 17 ft, 4" stormwater pipe tap break-in intruding 3", deposits settled fine 15% for 44 ft. Y N Stormwater

SP-2854 0 3322 0 13 13 0 2.6 2.6 12 Polyethylene

Pipe 5% full of water, fine root ball in barrel, medium root ball at joint blocking 25%, fine roots in barrel (for 11ft?), medium root ball at joint blocking 30%, 4" stormwater pipe tap break-in intruding 4". Y N Stormwater X

SP-2855 2112 3322 4 13 17 1.33 2.6 2.13 12


Pipe 5% full of running water, four 4" tap break-ins intruding at 2", 3", 1", and 3", one joint offset large and one joint offset medium near one tap, joint separated medium. N Stormwater x4

SP-2856 3122 3121 8 12 20 2 1.33 1.54 12


From U/S: Pipe material change from corrugated metal to concrete (first 4 ft of upstream end CMP), longitudinal crack at bottom for 5 ft, alignment left 5%, deposits settled fine 10%, roots fine at joint x3, alignment right down 10%, 4" stormwater tap break in, joint offset medium, multiple cracks (fractures) in top of pipe, roots fine at joint, spiral crack in bottom of pipe (possible hinge fracture), roots medium at joint 20% and size changes from 12" to 8", camera unable to continue, but stormwater tap break in and heavy deposits visible downstream. From D/S: Roots fine at joints for 23 ft, pipe size changes from 12" to 8", camera unable to continue. Y N Stormwater x2 X


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SP-2871 2100 5131 2 10 12 2 3.3 3 12


Pipe 5% full of water, deposits settled fine blocking 15% of pipe for 50ft, 4" stormwater pipe tap break-in, joint offset large 5", 4" stormwater pipe tap break-in intruding 2", 8" stormwater pipe tap break-in for 6", camera unable to continue. From D/S: pipe 5% full of water, joint offset medium, joint offset medium, deposits settled fine 15%, camera unable to continue past intruding stormwater pipe. Y N Stormwater x3 X

SP-2883 4131 3100 10 3 13 2.5 3 2.6 12


Pipe 20% blocked prior to cleaning. Pipe 20% full of water. Multiple fractures in top of pipe. Surface aggregate visible for 15ft. Deposits settled gravel blocking 15% of pipe. Pipe material change from concrete to corrugated metal. Joint separated large with visible soil. 4" stormwater pipe tap break in. Pipe material change from corrugated metal to concrete. Joint offset medium with visible soil. Y N Stormwater X

SP-2888 5100 0 5 0 5 5 0 5 12

Concrete Pipe (non-reinforced) 4" pipe tap break-in, 4" pipe tap break-in, hole in top of pipe with visible soil. N Stormwater x2 X

SP-2889 0 3100 0 3 3 0 3 3 12

Concrete Pipe (non-reinforced) Stormwater pipe tap break-in intruding 4". N Stormwater X

SP-290 5121 2516 8 16 24 2.67 1.5 1.71 12Corrugated Metal Pipe

Pipe 5% full of water, material change from CMP to concrete, deposits settled gravel 10%, roots fine joint for 60 ft, 4" tap break in (stormwater) with circumferential fracture, deposits settled gravel 10%, roots fine joint, roots fine barrel, circumferential fracture , alignment left 5%, alignment right 5%, deposits settled gravel 5%, rocks 10%, alignment left 5%, 3" tap break in (stormwater) with broken pipe. Y N Stormwater x2

SP-3030 3100 4100 3 4 7 3 3.5 4 12


From DS: Multiple cracks in top of pipe, 6" tap break in (stormwater) intruding 4" with hole in pipe and piece of wood protruding, camera unable to continue, survey from other end. From US: 6" tap break in intruding, match to previous inspection. N Stormwater

SP-3034 0 3121 0 5 5 0 2.5 2.5 12

Concrete Pipe (non-reinforced) Deposits settled fines 15% full for 8 feet, 6" tap break in, alignment right. Y Stormwater

SP-3039 4100 3121 4 6 10 4 2 2.5 12


Alignment right 10%, deposits settled compacted 15%, 6" tap break in (stormwater), multiple fractures, deposits attached encrusted 5% Y Stormwater

SP-3426 2118 2700 10 14 24 1.11 2 1.5 12


From US: 13.46 - 43.5' Deposits settled compacted (10%); 17.34' Crack longitudinal; 43.5' survey abandoned Rock deposits.From DS: multiple joint offsets medium; 16.65' Tap break-in intruding; 27.26; Tap break-in intruding Y N Stormwater

Crew surveyed from DS and US seperately to complete segment. Large amount of deposits in middle of pipe. Multiple joint offsets with soil exposed. Pipe clearly has shifted over time. Rating was from 1st survey from US structure down. Need rerating to combine both survey's

SP-3444 0 5100 0 5 5 0 5 5 12 polyetheleneFrom DS: 6.12 Material change Polyethelne?; 24.5' Tap break-in intruding 11 inches into pipe. Survey abandoned N Stormwater Cut intruding stormwater pipe to allow for flow and video survey.

SP-3711 3121 2100 6 2 8 2 2 2 12


Pipe 5% full of water, longitudinal crack, multiple cracks, 4" stormwater tap intruding 2", joint angular medium with soil visible. N Stormwater

SP-3712 2311 3124 7 11 18 1.75 2.2 2 12Polyvinyl Chloride

Pipe 5% full of water, deposits settled fine 15%, longitudinal crack in top of pipe, joint offset medium, longitudinal crack at top for 7 ft, longitudinal crack at bottom, rocks blocking 10%, deposits settled gravel 10%, infiltration weeper at joint X2, 4" stormwater pipe tap break-in. N Stormwater X

SP-372 2300 2200 6 4 10 2 2 2 12


Pipe 10% full at sag, 4" stormwater tap break-in intruding 2 inches, deposits settled fine 10% full for 29 feet, pipe 10% full at sag. Y Stormwater X Distance for SP-372 in field does not match CCTV inspection length.


Alignment left 10%, alignment right 10%, alignment left 10%, alignment right 10%, longitudinal crack, deposits ingress 5% full, 4" stormwater tap break-in intruding 3" with multiple cracks. Y Stormwater X

SP-3724 0 2100 0 2 2 0 2 2 12 Polyethylene Pipe 5% full of water, 4" stormwater tap break-in intruding 2 inches. N Stormwater

SP-3726 2111 0 3 0 3 1.5 0 1.5 12


Pipe 5% full of water, 4" stormwater pipe tap break-in, joint separated medium with visible soil, crack longitudinal in top of pipe, 4" stormwater pipe tap break-in. N Stormwater X


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SP-3752 0 4132 0 10 10 0 3.3 3.33 12


From U/S: Pipe 5% full of water, deposits settled fine blocking 20% of pipe for 4ft, camera unable to pass deposits. From D/S: Pipe 5% full of water, deposits settled fine 15%, 12" stormwater pipe tap break-in, obstacles blocking 25% of pipe. Y N Stormwater X

SP-3754 5121 3100 8 3 11 2.67 3 2.75 12


4" pipe stormwater pipe tap break-in intruding 4", pipe broken with visible soil, joint offset medium, longitudinal crack in top of pipe. Y Stormwater X

SP-3755 5122 4100 10 4 14 2.5 4 2.8 12


Pipe 20% blocked prior to cleaning. Pipe 5% full of water, sag 15% (water level rise), sag 20% (water level rise), 8" stormwater tap break in intruding 3", lots of roots at joints not noted in report, circumferential crack, broken (collapsed) pipe with soil visible and large root ball, camera unable to continue, no reverse inspection. Y N Stormwater X

Data labeled SP-1116 in excel export after heavy cleaning. Video labeled SP-1116 on screen, but video file named correctly. Report labeled correctly.

SP-3756 0 3100 0 3 3 0 3 3 12

Concrete Pipe (non-reinforced) Pipe 25% full of water, deposits settled fine 15% for 39 ft, 4" stormwater tap break-in. Y N Stormwater X

SP-3757 0 3100 0 3 3 0 3 3 12


Pipe 25% blocked prior to cleaning. Pipe 5% full of water, 8" stormwater pipe tap break in, intruding 2". Y N Stormwater X

SP-394 5132 3124 13 11 24 2.6 2.2 2.4 12


Alignment right 15%, joint angular medium, alignment right 15% for 7 ft, multiple cracks in top of pipe at joint/alignment change, alignment left 15%, joint offset medium, 6" tap break in (stormwater) intruding 2" with multiple cracks in mainline, alignment left 20%, hole with void in bottom of pipe at joint. N Stormwater X

SP-3946 5131 2100 12 2 14 3 2 2.8 12


Pipe 40% blocked prior to cleaning. Deposits settled fine 5% (not in report), fine roots at joints (not in report), pipe 15% full of water at sag in pipe (water backed up to small joint offset), 4" stormwater pipe tap break in, intruding 2", surface aggregate visible for 24ft, hole in bottom of pipe, pipe 5% full of water at sag in pipe. Y Y Stormwater X

SP-3952 0 3100 0 3 3 0 3 3 12 Polyethylene Pipe 5% full of water, 4" stormwater tap intruding 3". N Stormwater

SP-3953 1100 3100 1 3 4 1 3 2 12 Polyethylene Pipe 5% full of water, 4" stormwater tap break-in intruding 4", joint offset medium. N Stormwater

SP-396 0 3121 0 5 5 0 2.5 2.5 12

Concrete Pipe (non-reinforced) Alignment left 15%, deposits settled compacted 20% full for 6 feet, 4" stormwater tap break-in. Y N Stormwater


Pipe 5% full of water, 3" stormwater tap break-in intruding 3", material change to concrete (non-reinforced, roots medium joint 15% full, deposits settled compacted 15% full, roots medium joint 10% full, roots medium joint 15% full. N Stormwater x2

SP-4108 2100 4132 2 12 14 2 3 2.8 12


From D/S: Pipe 5% full of water, pipe 10% full of water at sag in pipe, deposits settled fine 10%, deposits settled gravel 15%, 4"stormwater pipe tap break-in intruding 6'', camera unable to continue (the intruding pipe is active, deposits most likely coming from the intruding pipe). From U/S: Pipe 5% full of water, 4'' stormwater pipe tap break-in intruding 5", camera unable to continue. Y N Stormwater X

SP-4132 0 0 0 0 0 0 0 0 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" stormwater pipe tap break-in. N Stormwater X

SP-4142 2100 2100 2 2 4 2 2 2 12


Pipe 5 full of water, longitudinal crack in top of pipe, 4" stormwater pipe tap break in, infiltration weeper in side of pipe. N Stormwater X

SP-423 5122 2111 13 3 16 1.86 1.5 1.78 12


Pipe 5% full of water, pipe repair - lined with 10" HDPE for approximately 2 feet, joint offset medium and spiral crack from 10 to 2 o'clock at 4" stormwater tap break-in intruding 1", joint offset medium in two places, joint separated medium with void visible at 4" stormwater tap break-in, broken pipe with void visible, roots fine joint, joint separated large. N Stormwater x2 X X

SP-4232 4131 2100 8 2 10 2.67 2 2.5 12


Pipe 5% full of water, multiple fracture in top of pipe, joint offset medium, 4" stormwater pipe tap break-in intruding 2", abandoned 4" stormwater pipe tap break-in, multiple crack in top of pipe at outfall. N Stormwater x2 X


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SP-425 4131 0 10 0 10 2.5 0 2.5 12


Repair patch (with plastic and grout, defective), joint offset medium, 3" stormwater pipe tap break in, multiple crack (fractures?) in top of pipe, longitudinal crack at top, pipe broken at top. N Stormwater

SP-436 2200 2200 4 4 8 2 2 2 12


From DS: joint offset large with soil visible, camera unable to pass offset.From US: two adjacent 4" stormwater tap break-ins intruding 2" each, survey complete. N Stormwater x2 X

SP-444 0 4100 0 4 4 0 4 4 12


From U/S: 6" stormwater pipe tap break-in intruding for 5", camera unable to pass intruding connection. From D/S: Pipe 5% full of water, 4" stormwater pipe tap break-in intruding for 2", 8" stormwater pipe tap break-in N Stormwater x2 X

SP-446 0 3100 0 3 3 0 3 3 12 PolypropylenePipe 5% full of water, 4" stormwater tap break-in intruding 3 inches, camera unable to pass intruding tap. No reverse inspection. Y Stormwater

SP-455 0 4100 0 4 4 0 4 4 12

Concrete Pipe (non-reinforced) Pipe 20% full of water and debris, camera underwater, 4" stormwater pipe tap break in. Y N Stormwater

SP-4558 1100 4132 1 16 17 1 2 1.89 12


Pipe 5% full of water, roots fine joint, roots fine barrel, joint offset medium, roots fine joint with pipe 10% full of water, roots fine joint, roots fine joint for 35 feet, material change to polyethylene, 4" stormwater tap break-in intruding 3", deposits settled fine, material change back to concrete (non-reinforced), pipe 60% full of water, deposits settled fine 30% full, camera unable to pass deposits. Y N Stormwater Reroute to ROW with SP-6924, 2801, 6274 and 3685


Pipe 5% full of water, hole in bottom of pipe (bottom of pipe corroded away - camera pixelated, hard to tell if defect continues), 4" break-in tap (stormwater) intruding 2", gravel in bottom of pipe. N Stormwater

SP-4586 2200 3121 4 8 12 2 1.6 1.71 12


From US: Pipe 5% full of water, roots fine joint, deposits settled compacted 5% full, pipe 15% full of water at sag in pipe, joint offset large with obstacle in pipe 20% full (appears to be a steel pipe or tree branch)From DS: Pipe 5% full of water, roots fine joint in two places, location of abandoned US survey appears to have a short 12" concrete lateral connection with daylight visible and broken concrete and potential voids, survey complete. N Stormwater X X

SP-4587 1100 0 1 0 1 1 0 1 12

Concrete Pipe (non-reinforced) 4" stormwater tap break-in, joint separated medium N Stormwater X

SP-4607 4121 3225 7 20 27 2.33 1.8 1.93 12


Defective hole repair patch, deposits settled compacted 10%, 4" tap break-in intruding 1", defective 4" tap break-in intruding 3", 4" tap break-in intruding 2", 4" tap break-in intruding 2", spiral crack at 4" tap break-in intruding 3", alignment right 10%, alignment down 10%, alignment right 15%, alignment left 10%, alignment right 15%, joint offset medium, alignment up 5%. N Stormwater x5

SP-4632 0 2100 0 2 2 0 2 2 12 PolyethyleneFrom D/S: 4" stormwater pipe tap break-in intruding 2", (large rock blocking 45%?) camera unable to continue past rock, no reverse inspection. Y N Stormwater X

SP-4635 0 3121 0 5 5 0 2.5 2.5 12


Pipe 5% full of water, 4" stormwater tap break-in, deposits settled fine 10% full for 18 feet, 4" stormwater tap intruding 4 inches. Y N Stormwater x2 X

SP-4641 2200 5100 4 5 9 2 5 3 12


From US: Pipe 5% full of water, large joint offset, ball blocking pipe at stormwater tap intrusion, camera unable to pass ball.From DS: Pipe 5% full of water, broken and missing pipe section that appears to be repaired by concrete casing - casing is cracked, deposits settled fine 15% full for 8 feet, medium joint offset, rock obstacles 15% full for 8 feet, deposits settled fine 15% full for 10 feet, 4" tap break-in intruding 12 inches, survey complete. N Stormwater X Loos like a bowling ball, but is floating.

SP-4652 2211 1100 5 1 6 1.67 1 1.5 12


4" stormwater tap break-in, joint angular medium, alignment right 10%, longitudinal crack in top of pipe, longitudinal crack in top of pipe for 3 ft. N Stormwater X

SP-4654 5100 0 5 0 5 5 0 5 12

Concrete Pipe (non-reinforced) 4" stormwater tap break-in, minor break in pipe at joint offset with soil visible. N Stormwater X

SP-4655 5111 0 6 0 6 3 0 3 12


Pipe 5% full of water, pipe broken at top with visible soil, 4"stromwater pipe tap break-in, joint offset medium. N Stormwater X


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SP-4657 0 3100 0 3 3 0 3 3 12


4" stormwater pipe tap break-in intruding 4", camera unable to pass the intruding pipe, no reverse because large rocks at pipe inlet. Y N Stormwater X

SP-4658 1100 4137 1 29 30 1 2.9 2.73 12


Pipe 50% full prior to cleaning. Deposits settled fine 15%, deposits settled gravel 10%, 4" stormwater tap break-in intruding 1", alignment right 25 degrees, deposits settled fine 15% for 30 ft, joint offset medium. Y N Stormwater

SP-4812 0 0 0 0 0 0 0 0 12

Concrete Pipe (non-reinforced) Active 6" break-in tap (stormwater). Y Stormwater

SP-4814 3122 2612 8 14 22 2 1.8 1.83 12


Pipe 5% full of water. Deposits attached encrustation , crack longitudinal, alignment shifts to right for 6 feet, then to the left at a joint angular medium, 6" tap break-in with multiple cracks, 4" tap break-in, deposits attached encrusted at two location, pipe 10% full of water due to pipe sag for 8 feet, pipe alignment shifts to the left for 11 ft then to the right (alignment shifts down) and pipe is 15% full of water near the catch basin. Y N Stormwater

Unable to locate CB-80 (new asset) in GIS, pipe lengths don't add up. Originally labeled as SP-2605, CB-80 did not exist and removed from database. 4/20/2016

SP-4820 5231 3121 14 6 20 3.5 2 2.86 12


From US: Pipe 5% full of water, joint offset medium, roots fine joint, broken pipe at 6" (stormwater) intruding 2" break-in tap, camera unable to protruding tap. From DS: Pipe 5% full of water, 6" (stormwater) break-in tap intruding 3" with multiple cracks, broken pipe with soil visible. Inspection complete. Y Stormwater x2

SP-4822 0 3124 0 13 13 0 1.9 1.86 12


Encrusted deposits attached at bottom of pipe 10%, 4" tap break-in with encrusted deposits, deposits ingress fine from side of joints, roots fine at two joints, grass in joint (looks like floating grass debris caught at joint). Y N Stormwater

SP-4824 0 2100 0 2 2 0 2 2 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" stormwater tap intruding 2". N Stormwater

SP-4829 3121 3100 7 3 10 1.75 3 2 12


Pipe cleaned twice (20% and 15% blocked prior to cleaning). Pipe 5% full of water, multiple crack in top of pipe. Pipe 20% full of water at sag in pipe. Joint offset medium in top of pipe with visible soil. Joint offset medium. Pipe material change from concrete to PVC. 4" stormwater pipe tap break in, intruding 5". Y N Stormwater X

Pipe pre-cleaned with jetting. Pipe appears blocked with debris beyond location where camera stopped - difficult to see exactly. Pipe cleaned a second time and reinspected.

SP-5003 0 4100 0 4 4 0 4 4 12Corrugated Metal Pipe Pipe 5% full of water, 6" stormwater tap break-in intruding 4 inches, camera unable to pass tap. Y Stormwater


Pipe 15% full of water, unknown obstacles 15% full, pipe 20% full of water, roots fine joint, pipe 25% full of water, roots medium joint, roots fine joint in two places, pipe 20% full of water, pipe 10% full of water, 8" stormwater tap break-in. N Stormwater

SP-5241 0 2111 0 3 3 0 1.5 1.5 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, alignment right 15%, alignment right 10%, 3" stormwater tap break-in. N Stormwater X

SP-5458 3C21 2300 68 6 74 2.96 2 2.85 12


Pipe 50% blocked prior to cleaning. Spiral crack, surface aggregate visible for 111 ft, 4" stormwater tap break-in intruding 1", 4" stormwater tap break-in intruding 1", 4" stormwater tap break-in intruding 1", 4" tap break-in. Y N Stormwater x4 X

SP-5474 5131 5131 8 8 16 4 4 4 12


From DS: two adjacent 4" stormwater tap break-ins intruding 3", soccer ball and trash obstacles fully blocking pipe can be seen from tap location, camera unable to pass tap intrusions. From US: Repair patch at joint separation, repair patch at multiple crack location, broken pipe, soccer ball obstacle fully blocking pipe (appears to be a different soccer ball than was viewed from downstream), camera unable to pass obstacle. Y N Stormwater x2

Soccer balls galore in this pipe. Would probably be worth looking into where they are coming from and installing a new grate at open inlet. Replace pipe and install CB at upstream end, OR replace this pipe as part of PSB-CIP-10 (NW 195th Place and Richmond Beach Drive NW Flooding) in order to divert flow away from problem area.

SP-5475 3121 2100 5 2 7 2.5 2 2.33 12


Pipe 20% blocked prior to cleaning. Pipe 10% full of water. Multiple cracks around pipe. Joint offset large with visible soil. Pipe material change from concrete to corrugated metal. 6" stormwater pipe tap break in, intruding 1". Y Y Stormwater X

SP-5483 0 4131 0 13 13 0 2.6 2.6 15Polyvinyl Chloride

Pipe full of water 15%, 6" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break in intruding 4", infiltration dripper on the side of pipe, pipe size change to 15", alignment up 45%, camera unable to continue, no reverse inspection because of rocks and heavy debris. Y N Stormwater x2 X Install CB at pipe size and grade change.


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SP-5485 5121 5136 7 28 35 3.5 2.8 2.92 12 Polyethylene

From D/S: Pipe 5% full of water, deposits settled gravel 10%, pipe broken in the side of pipe, medium root ball at joint blocking 10%, fine roots at joint, 4" stormwater pipe tap break-in intruding 4" x2, 4" stormwater pipe tap break-in intruding 3" x2, deposits settled gravel 10% for 18 ft, stormwater pipe tap break-in intruding 5", camera unable to pass. From U/S: Pipe 5% full of water, pipe 15% full at sag in pipe, obstacle rocks blocking 15%, camera unable to continue Y N Stormwater x4 X

SP-5499 1100 3224 1 14 15 1 2.3 2.14 12


Pipe 5% full of water, deposits settled fine 10% for 27 ft, 6" stormwater pipe tap break-in, deposits settled fine blocking 20% of pipe, 4" stormwater pipe tap break-in intruding for 3", obstacles rocks blocking 10% for 8 ft, 4" stormwater tap break-in, deposits settled gravel 10%, deposits settled compacted 10% for 10ft, 4" stormwater pipe tap break-in, 4" stormwater pipe tap break-in, joint offset medium with visible soil. N Stormwater x5 X

SP-5502 1200 3100 2 3 5 1 3 1.67 12


Pipe 5% full of water, roots medium joint 25% full, circumferential crack, 4" stormwater tap break-in, circumferential crack. Y Stormwater X

SP-5514 0 3200 0 6 6 0 3 3 12


Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 4", deposits settled fine blocking 15% of pipe, camera unable to continue past intruding connection, no reverse inspection. Y N Stormwater x4 X

SP-5517 2100 2200 2 4 6 2 2 2 12


Pipe 10% full of water, 4" stormwater tap break-in intruding 2 inches, pipe 15% full of water at sag, deposits settled gravel 10% full. N Stormwater X

SP-5673 4111 3123 5 12 17 2.5 1.7 1.89 12


Alignment down 15%, roots fine joint at bottom of pipe, alignment right 10%, alignment down 15% at material change to PE, ditch line is filled, broken pipe at joint separated medium at top, 4" tap break-in intruding 3", deposits settled fine 10%. N Stormwater

Two videos - one video covers a few seconds at the beginning of the video (moved to videos not used folder). Full inspection coverage is covered in the second video.

SP-5854 5444 2700 53 14 67 3.12 2 2.79 12


Joint separated medium, pipe 10% full of water, joint offset medium, spiral fracture at joint, multiple fractures at 3" tap break-in intruding 1", circumferential cracks at side of pipe, multiple fractures (and hole with soil/void visible?) at 4" tap break-in, hole (small) in pipe barrel with soil visible at four locations at top of pipe, 4" tap break in intruding 1", circumferential crack, fracture spiral, encrusted deposits attached to side, joint separated medium (with infiltration dripping) , encrusted deposits on side wall 5% for 6 feet, alignment right 15%, 2" break-in tap intruding 2", multiple fractures around pipe, 3" tap break-in intruding 1" (with infiltration dripping around outside of pipe surface), material change to PE/HDPE, pipe 15% full of water at pipe sag. N Stormwater x6

SP-6047 0 3522 0 19 19 0 2.7 2.71 12

Concrete Pipe (non-reinforced) From DS: 10%-20% deposits noted throughout; 44.55' Tap break-in intruding, survey abandoned Y N stormwater Intruding pipe needs to be cut. Line needs jetting.

SP-622 3317 3125 16 17 33 1.6 1.7 1.65 12


6" (stormwater) active break-in tap with surface aggregate visible, alignment left 10%, joint angular medium, joint separated medium, alignment right 10%, joint angular medium, 4" (stormwater) active break-in tap with surface aggregate visible, joint offset medium, alignment down 20%, joint offset medium, alignment left 10%, alignment down 15%, joint angular medium, defective break-in tap with aggregate visible, alignment right 10%, alignment down 15%, deposits settled compacted 10% full, alignment right 20% with joint separation medium at bend. Y N Stormwater x2

SP-6294 5231 3325 16 23 39 3.2 1.9 2.29 12 Polyethylene

Pipe material is polyethylene at downstream start of pipe, 4" stormwater tap break-in intruding 2", hole with soil visible, deposits attached encrustation 5% full, deposits settled fine 15% full for 6 feet, deposits attached encrustation 10% full, alignment left 10% alignment right 10%, material change to concrete pipe (non-reinforced), infiltration stain, longitudinal crack, circumferential crack, multiple cracks, rock obstacles 5% full, roots fine joint, two adjacent 4" stormwater tap break-ins each intruding 3" with broken pipe at intrusion, deposits attached encrustation 5% full, material change to polyethylene, alignment right 10%, material change to concrete (non-reinforced), survey stops at 301 ft (not sure why?), pipe inlet visible upstream. N Stormwater x3 X

Camera stops short of pipe end by 10 to 20 feet - end of pipe can be seen with no obvious defects. Camera cable possibly reached maximum length?


Pipe 5% full of water, deformed pipe with repair patch fro 8 to 10 o'clock, 4" stormwater tap break-in intruding 2". N Stormwater


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SP-6328 5131 0 11 0 11 2.75 0 2.75 12


Pipe 5% full of water, 4" stormwater pipe tap break-in, multiple crack in top of pipe, longitudinal crack in top of pipe for 14ft, joint offset medium, pipe broken at bottom with visible soil. Y Stormwater X

SP-6334 5121 2400 7 8 15 3.5 2 2.5 12


Deposits ingress fine 5% full for 105 feet, deposits settled fine 5% full for 16 feet, pipe 5% full of water at sag in pipe, 4" stormwater tap break-in intruding 1", 2" perforations in side of pipe with gravel fill visible - approximately 10 perforations observed at 2 foot spacing, deposits settled fine 10% full for 21 feet. N Stormwater

SP-6340 3121 3221 5 8 13 2.5 2.7 2.6 12


From US: 4" stormwater tap break-in intruding 3", infiltration stain, 4" stormwater active tap break-in, 4" stormwater tap break-in intruding 2", 4" stormwater active tap break-in with longitudinal crack, 4" stormwater tap break-in intruding across full pipe diameter with multiple cracks, camera unable to pass intruding tap.From DS: No problems, inspection complete. Y Stormwater x5 X


Pipe 10% full of water, 4" stormwater tap break-in intruding 8 inches, camera unable to pass tap. Y Stormwater X

SP-6350 3322 3121 13 5 18 2.6 2.5 2.57 12


Pipe 5% full of water, pipe 10% full at sag in pipe, joint separated large, 3" stormwater pipe tap break-in intruding 3", multiple crack in top of pipe for 4 ft, 6" stormwater pipe tap break in, multiple crack in bottom of pipe, 4" stormwater pipe tap break in intruding 3", multiple crack in top of pipe. N Stormwater x3 X


From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 2 inches, broken pipe with metal protruding and metal repair patch, camera unable to pass broken pipe.From DS: Pipe 5% full of water, roots medium barrel 10% full, 4" stormwater tap break-in intruding 4 inches. N Stormwater x2 X

Survey is not complete. Report is combined as labeled as complete, but camera does not reach the same location from both sides. Uninspected length does not equal zero and stitched data provided by Innovac is not correct.

SP-6492 4121 0 7 0 7 2.33 0 2.33 12


Pipe 5% full of water, 8" stormwater tap break-in in two places, pipe 25% full of water at sag, joint offset medium with soil visible, multiple fractures, 4" stormwater tap break-in. Y Stormwater x3 X

SP-6493 3100 2100 3 2 5 3 2 2.5 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, longitudinal fracture, 4" stormwater tap break-in intruding 2 inches. Y Stormwater

SP-6543 0 2100 0 2 2 0 2 2 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 2" stormwater tap break-in intruding 4". N Stormwater X

SP-6549 4100 4132 4 14 18 4 3.5 3.6 12


From US: Multiple fractures at 4" (stormwater) break-in tap intruding 3", deposits ingress other (looks like grout?) 10% full for 10 ft, deposits settled fine 20% full, obstacle rocks 25%, camera unable to pass. From DS: Deposits settled gravel 10% full for 14 ft. Inspection complete. Y Y Stormwater

SP-6677 5212 3624 12 26 38 3 2.6 2.71 12


From DS: Multiple areas of deposits throughout; 14.4' broken pipe, soil visible; 18.8' Broken pipe, repair patch; 15.6' Broken pipe, repair patch; 53' Offset joint; 53' tap break-in Intruding; 64.7' joint offset and hole void visible; Y N stormwater

Slip lining possible, however multiple holes in pipe and joint offsets indicate pipe replacement a better option.

SP-6746 1100 4131 1 9 10 1 3 2.5 12


Pipe cleaned (20% blocked prior to cleaning). Pipe 20% full of water, 4" stormwater tap break-in intruding 1 inch, joint offset medium, deposits settled compacted 20% full, camera underwater, 4" stormwater tap break-in, 3" stormwater tap break-in, upstream CB is buried. Y N Stormwater x3 X

SP-6851 0 2100 0 2 2 0 2 2 18Corrugated Metal Pipe 6" stormwater tap break-in, 6" stormwater tap break-in intruding 3 inches. N Stormwater x2

SP-6944 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe 3" (stormwater) tap break-in intruding 2" N Stormwater

SP-6973 0 3100 0 3 3 0 3 3 12


Pipe 20% full of water, 4" stormwater pipe tap break-in. Obstacles rocks blocking 15% of pipe, camera unable to continue. No reverse inspection because rocks in invert. y N Stormwater x

SP-7195 3111 2417 4 15 19 2 1.4 1.46 12


Alignment left 10%, alignment right 10%, alignment down 10%, 4" stormwater tap break-in intruding 1" with multiple cracks at tap, joint offset medium, alignment down 15%, alignment right 10%, deposits settled compacted 10% full, alignment down 10%, alignment left down 15%, alignment right 10%, alignment left 10%. N Stormwater X


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SP-7198 4225 5131 21 22 43 2.1 2.44 2.26 12


From US: Cracked pipe and multiple fractures at 4" (stormwater) break-in tap intruding 3", deposits settled compacted 5% full, deposits settled compacted 10% full, deposits settled compacted 35% full, concrete debris in pipe, camera unable to continue. From DS: Longitudinal cracks in top of pipe x4, deposits settled compacted 10% full, alignment right 20%, joint angular medium, alignment down 15%, multiple fractures with repair patches for 9 ft, deposits ingress fine 5% full, joint separated medium with bell fracture, joint offset medium, deposits settled compacted 5% full, camera unable to pass concrete obstruction. Y N Stormwater Two videos from US: first video section skips from 59-ft to 67-ft.

SP-7201 5241 3121 16 5 21 3.2 2.5 3 12


From US: Joint offset medium, defective repair patch, broken pipe with soil visible, broken pipe at 3" (stormwater) break-in tap intruding 2", infiltration stain, joint offset medium, unable to pass joint offset. From DS: deposits settled compacted 20% full for 6 ft, 4" (stormwater) factory tap, same joint separated medium as inspection from other direction. Y Y Stormwater x2 X

SP-7207 0 3122 0 8 8 0 2 2 12


4" stormwater tap break-in, roots fine joint, alignment right 15% for 24 feet, rock obstacles 15% full, rock obstacles 10% full. Y N Stormwater

SP-7219 1200 3229 2 24 26 1 2.2 2 12


Pipe 5% full of water, deposits attached encrustation 10% full in two places, deposits attached encrustation 15% full, deposits settled fine 10% full, 6" stormwater tap break-in intruding 2", deposits attached encrustation 10% full at tap intrusion, joint offset medium, alignment right 15%, pipe flowing 15% full of water at sag in pipe, joint angular medium, alignment right down 15%, deposits ingress other 5% full, alignment left down 15%, deposits settled fine 5% full. Y N Stormwater X

SP-7228 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe Pipe 5% full of water, 4" tap break-in intruding 1". N Stormwater

SP-7230 0 4131 0 7 7 0 3.5 3.5 12


From DS: Pipe 5% full of water, 4" tap break-in intruding 4", camera unable to pass tap intrusion (not same intruding tap as seen from DS video), inspection not complete.From US: Pipe 5% full of water, 4" tap break-in intruding 8", camera unable to pass tap intrusion N Stormwater x2 X

SP-7242 0 5142 0 31 31 0 3.4 3.44 12


Pipe 5% full of water, obstacles rocks blocking 15%, 4"stormwater pipe tap break-in intruding 4", obstacles rocks 15% for 7 ft, large external pipe intruding across pipe blocking 50%, deposits settled fine 25% for 12 ft, deposits settled fine 20% x2, deposits settled fine 15% for 13 ft, alignment left 25%. N

Stormwater and unknown large

pipe X

SP-7249 0 2100 0 2 2 0 2 2 12


2" stormwater tap break-in, intruding 2 inches, rock obstacles 5% full, camera unable to pass rocks. Y N Stormwater X

SP-7281 5241 5141 14 9 23 4.67 4.5 4.6 12


From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 6 inches, camera unable to pass tap.From DS: Pipe 5% full of water, broken pipe with 3" hole and possible void, broken pipe with metal patch at 1" utility line crossing - voids visible at break, camera unable to pass utility crossing. N

Stormwater and 1" Utility X X

Survey is not complete. Report is combined and shown as complete, but camera does not reach the same point from both sides. Utility is likely a water service, possibly a gas line? Uninspected length does not equal zero and stitched data provided by Innovac is not correct.

SP-7282 5123 3221 15 17 32 1.88 1.4 1.6 15


Pipe 5% full of water, joint offset medium with tap root (not in report), roots fine joint, 8" stormwater tap break-in with exposed rebar, joint angular medium, alignment right 10%, obstacles in joint 5% full, roots fine joint, roots fine joint for 20 feet, alignment right 10%, alignment down 10%, pipe 20% full at sag, joint angular medium, alignment left 10%, roots fine joint for 123 feet, obstacles in pipe 20% full, pipe 20% full at sag, roots medium joint, joint offset medium, longitudinal crack for 10 feet, alignment down 10%, pipe broken in half at catch basin connection (bottom half of pipe missing. Y N Stormwater X

SP-7283 2111 0 3 0 3 1.5 0 1.5 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" stormwater tap break-in, pipe 10% full at sag, circumferential crack. N Stormwater

SP-7314 2113 4100 5 4 9 1.25 4 1.8 12


From US: joint offset medium in three places, longitudinal crack, 4" stormwater tap break-in intruding 6 inches, camera unable to pass tap.From DS: pipe 5% full of water, inspection complete. N Stormwater


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SP-7315 1100 2100 1 2 3 1 2 1.5 12

Concrete Pipe (non-reinforced) Pipe 10% full of water, 4" stormwater tap break-in intruding 2 inches, joint offset medium. Y Stormwater

SP-7318 2100 0 2 0 2 2 0 2 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, longitudinal crack, 4" stormwater break-in tap. N Stormwater

SP-7319 4122 0 8 0 8 2.67 0 2.67 12


Multiple fractures, two longitudinal cracks for 4 feet, 8" stormwater tap break-in with minor cracking. N Stormwater X

SP-7325 3100 3300 3 9 12 3 3 3 12


Pipe 5% full of water, multiple cracks/fractures from 6" (stormwater) defective break-in tap, deposits settled gravel 15% full for 7 ft, deposits settled fine 15% full, unable to pass rocks. Y Y Stormwater X


Pipe 5% full of water, 4" stormwater tap break-in with corrosion, pipe 10% full of water at sag in pipe. N Stormwater X


Pipe 5% full of water, 4" stormwater tap break-in intruding 1", pipe bulge deformation at tap, deposits settled fine 15% full. N Stormwater X


From U/S: Rocks 5%, 4" stormwater tap break in, deposits settled fine 10% for 5 ft, deposits settled fine 20% for 40 ft, camera unable to continue past deposits, inspect from other end. From D/S: Deposits settled fine 15% for 45 ft, camera unable to continue past deposits, but able to reach same location from opposite direction. Y N Stormwater X

SP-8201 0 3223 0 12 12 0 2.4 2.4 12


4" capped stormwater tap break-in, deposits settled fine 10% full, 6" stormwater tap break-in intruding 2", deposits settled gravel 10% full for 10 feet, deposits settled gravel 15% full. N

Stormwater plus capped

stormwater

SP-8202 0 5100 0 5 5 0 5 5 12

Concrete Pipe (non-reinforced) 4" stormwater tap break-in, deposits settled fine 85% full, camera unable to pass deposits. Y N Stormwater


Pipe 5% full of water, 4" stormwater tap break-in intruding 1", 4" stormwater tap break-in intruding 3", 4" stormwater tap break-in, hole with soil visible from 3 to 4 o'clock at tap, infiltration stain. N Stormwater x3 X

SP-8389 2100 0 2 0 2 2 0 2 12


Pipe 5% full of water, longitudinal crack at 4" stormwater tap break-in, 6" stormwater tap break-in. Y Stormwater x2 X

SP-8678 5135 2315 30 11 41 2.73 1.4 2.16 18Reinforced Concrete Pipe

Longitudinal crack, multiple infiltration stains, multiple cracks, roots fine joint, spiral crack, multiple cracks, surface aggregate visible for 220 feet, spiral crack at 6" stormwater tap break-in, alignment left 10%, 6" stormwater tap break-in intruding 3", surface reinforcement corroded at tap, longitudinal crack, alignment right 10%, roots fine joint, longitudinal crack, multiple cracks, alignment left 15%, alignment right 10% for 10 feet, 6" stormwater tab break-in intruding 3", multiple cracks at tap. N Stormwater x3 X

Pipe noted at Brainstorming Workshop as conveying stream flow. Potential CIP.

SP-8758 1100 4231 1 16 17 1 2.7 2.43 12


Pipe 60% blocked prior to cleaning. Deposits settled compacted 25% for 7 ft, rocks 20%, fine roots at joint offset medium, 4" stormwater tap break-in intruding 1", alignment right 15 degrees. Y N Stormwater X

SP-8760 0 3100 0 3 3 0 3 3 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, 4" tap break-in intruding 3 inches with small amount of deposits. N Stormwater

SP-8774 0 4131 0 8 8 0 2.7 2.67 12


Deposits settled fines 15% to 25% full for entire pipe length. Root fine joint at the stormwater 4" break-in tap. Y Y Stormwater


Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 2", hole in top of pipe with visible soil. N Stormwater X

SP-9006 0 2100 0 2 2 0 2 2 24Corrugated Metal Pipe Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 4". N Stormwater X


Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 3", 4" stormwater pipe tap break-in 3", roots tap in from the intruding stormwater pipe blocking 20%. N Stormwater x2 X


Pipe 5% full of water, multiple fractures in top of pipe, 8" stormwater tap break in, US catch basin is not a true catch basin, noted as a tap break in in top of pipe. Install new CB. N Stormwater

Video and report clipped. CB-4834 is not a true catch basin. Install new CC.


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Pipe 20% blocked prior to cleaning. Pipe 10% full of water. Hole in top of pipe with visible soil. Pipe alignment right 15%. Pipe alignment right 15%. Surface corrosion in top of pipe for 29ft. Hole in top of pipe. Fine roots at joint. Surface corrosion in bottom of pipe. Two 4" stormwater pipes tap break in intruding 3". Hole in side of pipe with visible void and utility pipe/valve, pipe horizontal deformation 45%. Alignment left 10%. Repair patch in top of pipe. 4" stormwater pipe tap break in. 4" stormwater pipe tap break in intruding 3". Y N


utility/valve XOriginal inspection - D/S surveyed on Nov.10, 2015; U/S surveyed on Dec.16, 2015.


From U/S: Pipe 5% full of water, obstacles rocks blocking 20% of pipe, camera unable to continue past rocks.From D/S: Pipe 5% full of water, 6" stormwater pipe tap break-in intruding 3", obstacles rocks blocking 10% of pipe for 13 ft, camera unable to continue past rocks. Y N Stormwater X

SP-9217 0 3321 0 11 11 0 2.8 2.75 12


Pipe 5% full of water, deposits settled fine 15% full, deposits settled compacted 20% full for 10 feet, 4"stormwater tap break-in intruding 2", deposits settled gravel 15% full for 7 feet. N Stormwater

SP-946 3121 2100 8 2 10 1.6 2 1.67 12


Pipe 5% full of water, joint offsets medium, spiral fracture in side of pipe, repair patch (looks like hole not repaired?) in top of pipe, joint separated medium, joint offset medium, longitudinal crack in top of pipe for 11 ft, 4'' stormwater tap break in intruding 2''. N Stormwater X


hole on top of pipe with visible soil, 4'' stormwater tap break in intruding for 3'', gas line through pipe blocking 50% camera unable to pass, no reverse inspection because D/S CB covered by bushes. N Stormwater and Gas X Gas Line Found and reported to the City 11/5/15

SP-9747 0 4121 0 6 6 0 3 3 12

Concrete Pipe (non-reinforced) Pipe 5% full of water, alignment down 25%, 4" stormwater tap break-in intruding 2 inches Y Stormwater X

SP-9854 5113 2211 8 5 13 2 1.7 1.86 12


4" tap break in, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint separated medium with deposits ingressed fine 10%, 4" tap break in, broken pipe with gas line cross bore, camera unable to continue. N

Stormwater x2 and Gas X

Gas line found and reported to City 12/1/15. Report sent via email, but not included in pdf of reports for the week. No video provided.

SP-9855 5113 4122 8 9 17 2 2.3 2.13 12


From DS: Pipe broken in multiple places near catch basin with concrete debris and possible repair patches, alignment left 25 ft, and pipe size changes from 12" to 8" camera unable to pass debris/angle/size change.From US: 4" stormwater tap break-in with aggregate showing, joint offset medium, alignment right 10%, joint offset medium with soil visible, joint offset medium with deposits ingress fines 10% full, 4" stormwater tap break-in, 1" utility line crossing bottom of pipe with broken pipe and concrete debris in pipe, camera unable to pass broken pipe. Stormwater tap break in visible downstream. Inspection not complete. N

Stormwater x3, Unknown 1" X X

Survey is not complete, camera does not reach same point from upstream and downstream. significant damage to pipe at broken pipe sections.


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From US: Joint offset medium, defective repair patch, broken pipe with soil visible, broken pipe at 3" (stormwater) break-in tap intruding 2", infiltration stain, joint offset medium, unable to pass joint offset. From DS: deposits settled compacted 20% full for 6 ft, 4" (stormwater) factory tap, same joint separated medium as inspection from other direction. Y Y Y

Stormwater x2 X 5241 27 0 1 1 1 1 0 0 0 31


Deposits settled fine 10% full, deposits settled gravel 15% full for 10 feet, material change to polyethylene pipe, obstacle rocks, broken pipe with soil visible and roots fine barrel, broken pipe with roots tap barrel, deformed pipe 15% out of round at joint offset medium, camera unable to pass offset.

N Y N 5311 28 0 1 0 0 0 0 0 0 29


Pipe 5% full of water, deposits settled gravel 5% full, multiple cracks, roots fine joint, pipe 10% full at sag for 13 feet, joint offset large, alignment up 20%, hole with soil visible on both sides of pipe at joint, joint offset medium, roots fine barrel 15% full for 11 feet, roots ball joint 55% full.

Y Y N 5231 26 0 1 0 0 0 0 0 0 27


Pipe 15% full of water, broken pipe with soil visible from 2 to 5 o'clock, deposits settled gravel 15% full for 43 feet, broken pipe with soil visible from 2 to 4 o'clock, joint offset medium, rock obstacles 10% full. Y N 5211 25 0 0 0 0 0 0 0 0 25


Pipe 5% full of water, joint offset medium with tap root (not in report), roots fine joint, 8" stormwater tap break-in with exposed rebar, joint angular medium, alignment right 10%, obstacles in joint 5% full, roots fine joint, roots fine joint for 20 feet, alignment right 10%, alignment down 10%, pipe 20% full at sag, joint angular medium, alignment left 10%, roots fine joint for 123 feet, obstacles in pipe 20% full, pipe 20% full at sag, roots medium joint, joint offset medium, longitudinal crack for 10 feet, alignment down 10%, pipe broken in half at catch basin connection (bottom half of pipe missing.

Y Y N Stormwater X 5123 21 1 1 0 1 1 0 0 0 25


Joint offset medium, multiple fracture in top of pipe, pipe broken in side of pipe with visible soil. Y N 5141 24 0 0 0 0 0 0 0 0 24


Alignment right 15%, joint angular medium, alignment right 15% for 7 ft, multiple cracks in top of pipe at joint/alignment change, alignment left 15%, joint offset medium, 6" tap break in (stormwater) intruding 2" with multiple cracks in mainline, alignment left 20%, hole with void in bottom of pipe at joint.

Y N Stormwater X Y Y 5132 22 0 0 0 1 0 1 0 0 24


Pipe 5% full of water, pipe broken at top with visible soil, pipe broken at bottom, longitudinal fracture in top of top for 4 ft, longitudinal fracture in bottom of pipe for 4ft, longitudinal fracture in bottom of pipe, longitudinal crack in top of pipe.

Y N 5133 23 0 0 0 0 0 0 0 0 23


Pipe 5% full of water, pipe repair - lined with 10" HDPE for approximately 2 feet, joint offset medium and spiral crack from 10 to 2 o'clock at 4" stormwater tap break-in intruding 1", joint offset medium in two places, joint separated medium with void visible at 4" stormwater tap break-in, broken pipe with void visible, roots fine joint, joint separated large.

Y N Stormwater x2 X X Y 5122 20 0 0 0 1 1 1 0 0 23


Pipe 5% full of water, deposits settled fine 15% for 23ft, deposits settled fine 20% for 24ft, longitudinal crack in top of pipe, longitudinal crack in top of pipe for 9ft, pipe broken in top for 6ft, camera unable to pass heavy deposits, no reverse

N Y N 5122 19 0 1 0 0 0 0 0 0 20

SP-6349 4234 3125 20 14 34 3.33 2 2.62 12Corrugated Metal Pipe 181.42

From U/S: pipe 5% full of water, right sidewall pushed in deformed 10%, deposits settle compacted 5% x2, roots tap at joint, hole in top of pipe x2, pipe crown pushed in deformed 10%, fine roots at joint, medium roots at joint, surface of pipe corroded for 5 ft, root tap at joint blocking 25% of pipe, camera unable to continue past root. From D/S: Pipe 5% full of water, roots tap at joint blocking 30%, camera unable to continue.

Y Y N Y 4234 18 0 1 0 0 0 0 0 0 19

Table 12: Recommended Second Tier Open Cut Pipe Replacement


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Pipe 20% blocked prior to cleaning. Pipe 20% full of water. Multiple fractures in top of pipe. Surface aggregate visible for 15ft. Deposits settled gravel blocking 15% of pipe. Pipe material change from concrete to corrugated metal. Joint separated large with visible soil. 4" stormwater pipe tap break in. Pipe material change from corrugated metal to concrete. Joint offset medium with visible soil.

Y Y N Stormwater X 4131 16 0 1 0 1 1 0 0 0 19


Pipe 50% blocked prior to cleaning. Pipe 10% full of water. Pipe surface aggregate visible for 124ft. Joint offset medium with visible soil. Pipe 15% full of water at sag in pipe. Large joint offset with visible soil. Joint offset medium with visible soil. Joint separated medium with visible soil. Joint separated medium with visible soil. Joint separated medium with visible soil for 89 ft. Obstacles blocking 10% of pipe. Deposits settled compacted in top of pipe block 5% of pipe. Multiple fracture in top of pipe for 32ft. Surface aggregate visible for 98 ft. Joint offset medium with visible soil. Joint offset medium with visible soil. Large joint offset with visible soil. Joint offset medium with visible soil.

Y Y N Y 4132 17 0 1 0 0 0 0 0 0 18


Pipe 5% full of water, 8" stormwater tap break-in in two places, pipe 25% full of water at sag, joint offset medium with soil visible, multiple fractures, 4" stormwater tap break-in. Y Y Stormwater x3 X 4121 15 0 0 1 1 1 0 0 0 18


From U/S: Pipe material change from corrugated metal to concrete (first 4 ft of upstream end CMP), longitudinal crack at bottom for 5 ft, alignment left 5%, deposits settled fine 10%, roots fine at joint x3, alignment right down 10%, 4" stormwater tap break in, joint offset medium, multiple cracks (fractures) in top of pipe, roots fine at joint, spiral crack in bottom of pipe (possible hinge fracture), roots medium at joint 20% and size changes from 12" to 8", camera unable to continue, but stormwater tap break in and heavy deposits visible downstream. From D/S: Roots fine at joints for 23 ft, pipe size changes from 12" to 8", camera unable to continue.

N Y N Stormwater X2 X 3122 14 0 1 0 1 1 0 0 0 17


Pipe 5% full of water, repair patch in top of pipe (looks like broken pipe, possibly put back together with grout?) with multiple cracks (fractures) and fine roots in barrel and circumferential fracture, fine roots at joint for 16 ft, pipe 10% full at sag in pipe.

Y N 3122 13 0 0 0 0 0 0 0 0 13


Pipe 5% full of water, joint offset medium, joint separated large with visible void, joint angular large, alignment left 25%, pipe material change from concrete to CMP, pipe material change from CMP to concrete, longitudinal crack in top of pipe, longitudinal crack in top of pipe for 4 ft, joint offset medium x2, rocks blocking 5%, joint offset medium x4, infiltration weeper at joint, pipe 20% full at sag in pipe, camera underwater.

Y N 2517 12 0 0 0 0 0 0 0 0 12


From US: Pipe 5% full of water, deposits attached encrustation 35% full, deposits attached encrustation 5% full, infiltration stain, alignment down 15%, deposits attached encrustation 15% full, material change to PVC for 5 feet with medium joint offset at material change, 20% sag in PVC pipe, material change back to concrete with large joint offset, camera unable to pass offset. From DS: Pipe 5% full of water, longitudinal crack, deposits ingress other 10% full, alignment down 10%, camera able to match previous inspection.

Y Y 2411 11 0 0 1 0 0 0 0 0 12


From US: Pipe 5% full of water, large joint offset, ball blocking pipe at stormwater tap intrusion, camera unable to pass ball.From DS: Pipe 5% full of water, broken and missing pipe section that appears to be repaired by concrete casing - casing is cracked, deposits settled fine 15% full for 8 feet, medium joint offset, rock obstacles 15% full for 8 feet, deposits settled fine 15% full for 10 feet, 4" tap break-in intruding 12 inches, survey complete.

Y N Stormwater X Loos like a bowling ball, but is floating. 2200 9 0 0 0 1 1 0 0 0 11


Pipe 5% full of water, medium joint offset in three places, pipe 25% full at sag in pipe with large joint offset, camera underwater for 5 feet in sag.

Y N 2213 10 0 0 0 0 0 0 0 0 10


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SP-5519 2200 3100 4 3 7 2 3 2.33 12 Polyethylene 52.15

From US: joint offset large, camera unable to pass joint.From DS: Deposits settled gravel 15% full, joint angular large at material change to polyethylene, camera unable to pass angled joint.

N N

Survey is not complete. Report is combined as labeled as complete, but camera does not reach the same location from both sides. 2200 8 0 0 0 0 0 0 0 0 8

SP-5520 2200 0 4 0 4 2 0 2 12 Polyethylene 32.87Pipe 20% full of water, joint offset large, camera unable to pass offset.

N N 2200 7 0 0 0 0 0 0 0 0 7


Pipe 5% full of running water, four 4" tap break-ins intruding at 2", 3", 1", and 3", one joint offset large and one joint offset medium near one tap, joint separated medium.

Y N Stormwater x4 2112 6 0 0 0 1 0 0 0 0 7


Pipe 5% full of water, medium joint separation with soil visible, large joint offset with soil visible. Y N 2111 5 0 0 0 0 0 0 0 0 5


From US: Pipe 5% full of water, 4" stormwater tap break-in intruding 2 inches, broken pipe with metal protruding and metal repair patch, camera unable to pass broken pipe.From DS: Pipe 5% full of water, roots medium barrel 10% full, 4" stormwater tap break-in intruding 4 inches.

N N Stormwater x2 X

Survey is not complete. Report is combined as labeled as complete, but camera does not reach the same location from both sides. Uninspected length does not equal zero and stitched data provided by Innovac is not correct. 0 3 0 0 0 1 1 0 0 0 5


From D/S: Pipe broken in bottom of pipe with visible soil, pipe 15% full of water, medium joint offset, medium joint offset medium, large joint offset, pipe 20% full at sag in pipe, large joint offset with visible soil, unable to pass joint offset. From U/S: pipe 5% full of water, large joint offset, camera unable to pass joint offset.

Y N 2100 4 0 0 0 0 0 0 0 0 4


Unable to complete inspection, pipe alignment drops down 45% 10.02 ft from upstream end, camera unable to continue. Possible crack in top of pipe at alignment change.

N N Y

Have complete video. There were two lines of data in the excel export file. One line had data, which appears to match the video, but the other line was blank, which appears to match the report we received with no coding or ratings. Need new report with scores and codes (alignment down 45% and MSA). 0 2 0 0 0 0 0 0 0 0 2


Pipe 95% blocked prior to cleaning. Pipe 5% full of water, fine roots at joint, medium roots at joint (15%), medium roots at joints (10%) for 18 ft, tap roots at joint (10%), fine roots at joint, last section of pipe has fallen off at outfall. Y Y N 0 1 0 1 0 0 0 0 0 0 2


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SP-1958 5141 4131 11 7 18 3.7 3.5 3.6 12


Pipe 5% full of water, alignment down 25%, 6" stormwater pipe break-in, pipe broken in side of pipe with visible soil, defective repair patch in top of pipe, pipe 15% full at sag in pipe, obstacle rocks blocking 15% of pipe, pipe size change from 12 inch to 8 inch, camera unable to continue, no reverse inspection because pipe size change. Y N Install CB at pipe size change. 5141 25 1 0 0 0 0 0 0 26

SP-5474 5131 5131 8 8 16 4 4 4 12 Concrete Pip 70.38

From DS: two adjacent 4" stormwater tap break-ins intruding 3", soccer ball and trash obstacles fully blocking pipe can be seen from tap location, camera unable to pass tap intrusions. From US: Repair patch at joint separation, repair patch at multiple crack location, broken pipe, soccer ball obstacle fully blocking pipe (appears to be a different soccer ball than was viewed from downstream), camera unable to pass obstacle. Y N Stormwater x2

Install trash rack at upstream end to prevent soccer balls from entering the system. This pipe is broken and is also included on the priority open cut CIP. 5131 24 1 0 1 0 0 0 0 26

SP-1311 5114 3123 9 9 18 1.8 2.3 2 12


Deposits settled fine 15% for 35 ft, joint separated medium in the side of pipe, deposits ingress fine 10% in the side of pipe, joint offset medium x2, deposits ingress fine 5% in the side of pipe, pipe broken in top of pipe with visible soil, obstacles blocking 5% of pipe, joint offset medium. Y N X

Appears to be a 2x4 poking through hole in top of pipe. Pipe is shallow. Spot repair by city crews. 5114 23 1 0 0 1 0 0 0 25

SP-7356 4132 2200 12 4 16 3 2 2.7 12Polyethylene 139.63

Pipe 5% full of water. Obstacles (rebar) intruding in top of pipe blocking 5% of pipe. 1" Hole in top of pipe. Obstacles (rebar) intruding in top of pipe blocking 5% of pipe. Multiple cracks in top of pipe. Pipe 5% full of water at sag in pipe. 1" hole in top of pipe. Y

Rebar protruding through top of pipe in multiple locations. Repair shallow pipe. Per Innovac's pin in GIS online, this pipe runs from CB-3061 to CB-9800, NOT from CB-3061 to CB-10307 as shown in GIS and in Innovac's report, video and database. 4132 22 0 1 0 0 0 0 0 23

SP-9009 4100 0 4 0 4 4 0 4 20

Reinforced Concrete Pipe 164.23

Pipe 5% full of water, multiple fractures in top of pipe, 8" stormwater tap break in, US catch basin is not a true catch basin, noted as a tap break in in top of pipe. Install new CB. N Stormwater

Video and report clipped. CB-4834 is not a true catch basin. Install new CB. 4100 21 0 0 1 0 0 0 0 22

SP-6319 3111 3121 4 5 9 2 2.5 2.3 12


Pipe 15% blocked prior to cleaning. Deposits settled fine blocking 10% of pipe for 7ft. Deposits settled fine blocking 20% of pipe. Longitudinal fracture in top of pipe. Joint offset medium in top of pipe. Pipe size change from 12" to 8" camera unable to continue. Y Y Install CB at pipe size change. 3111 20 1 1 0 0 0 0 0 22

Table 13: Pipes Recommended for Operations and Maintenance (O&M) (Spot Repair, etc by City Crews)


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SP-6339 2113 2200 5 4 9 1.3 2 1.5 12


Pipe 5% full of water, infiltration weeper at joint, joint offset medium, joint offset medium with visible soil, spiral crack in top of pipe, deposits settled compacted 5%, joint offset medium, pipe size change to 8", camera unable to continue, no reverse inspection due to pipe size change to 8". N Install CB at pipe size change. 2113 19 0 0 0 0 0 0 0 19

SP-3758 2112 3222 4 10 14 1.3 2.5 2 12


Pipe 5% full of water, deposits settled fine 10%, longitudinal crack in top of pipe, rocks blocking 15% of pipe, joint angular medium x2, deposits ingress fine 10% in side of pipe, deposits settled fine 20%, pipe size change from 12" to 8", camera unable to continue, no reverse inspection because D/S pipe size is 8". Y N Install CB at pipe size change. 2112 18 1 0 0 0 0 0 0 19

SP-7267 2111 3100 3 3 6 1.5 3 2 12


Joint separated medium with visible soil, rocks 15% for 4 ft, large joint offset, pipe changes from 12" to 8", camera unable to continue, no reverse inspection as pipe is 8" at DS end. Hole visible downstream? Y N

Install new CB at pipe size change and repair 8" shallow pipe. 2111 17 1 0 0 0 0 0 0 18

SP-15679 2100 2200 2 4 6 2 2 2 12


Object intruding through top of wall (1.5" stake-like object or root intruding approximately 4" into pipe joint), crack longitudinal crack at top of joint, attached deposits on grout at top of pipe. N Y

Remove stake and repair shallow pipe section. 2100 16 0 0 0 0 0 0 0 16

SP-3596 2100 0 2 0 2 2 0 2 12


Pipe 5% full of water, pipe 10% full at sag in pipe, pipe size change from 12" to 8", camera unable to continue, no reverse inspection. N Install CB at pipe size change. 2100 15 0 0 0 0 0 0 0 15

SP-4663 2100 0 2 0 2 2 0 2 12Polyethylene 30.66

Pipe 5% full at sag in pipe, repair other - crown of pipe cut to fit joint (deformation 25% in top or pipe, approx 1 ft from shallow CB) N Repair pipe section at CB 2100 14 0 0 0 0 0 0 0 14

SP-2986 1100 3221 1 8 9 1 2.7 2.3 12


Deposits ingress fine from sides of pipe at a joint offset medium, 4" tap break-in intruding 3", deposits settled fine 10% full. (Upstream catch basin fitted with a handmade weir constructed out of bucket cover) Y N

Investigate purpose and functionality of hand-made weir. 1100 13 1 0 0 0 0 0 0 14

SP-1074 0 3324 0 17 17 0 2.4 2.4 12


Gravel in bottom of pipe 15% full for 8 ft, deposits ingress fine at joint 5% full and alignment left 15%, deposits settled compacted on side of pipe for 3 ft 5% full, gravel in bottom of pipe 15% full for 20 ft, alignment left 15%, deposits settled compacted on side of pipe 20% full for 2 ft, 6" tap break in (stormwater), rocks and gravel in pipe 50% full, pipe changes to 4" pipe (4" pipe 50% full with sediment), camera unable to continue, upstream structure unknown. Y N Stormwater

Locate upstream end of 4" pipe, and install CB at pipe size change. 0 11 1 0 1 0 0 0 0 13


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Pipe 5% full of water, 4" tap break in intruding 2" 1 ft from downstream end of pipe (not visible on video, assume stormwater), deposits settled fine 15% for 12 ft, 4'' stormwater pipe tap break-in intruding for 3'', repair patch, deposits settled gravel 10%, obstacles intruding through top blocking 45% (looks like rebar, with another hole nearby), bulge in side of pipe at 120 ft (not in report), deposits settled fine 5%, deposits settled fine 5% for 8 ft, obstacles at joint 25% (looks like big pile of leaves - leaves could be obscuring a bigger problem). Y N Stormwater x2 X Y

Remove intruding rebar and tap break ins and line pipe. 0 10 1 0 1 1 0 0 0 13

SP-4664 1100 0 1 0 1 1 0 1 12


Pipe 5% full of water, joint offset medium, pipe material change from concrete to PVC, repair patch, pipe size change from 12" to 8", material change from PVC to concrete, pipe size change, camera unable to continue, no reverse inspection because cannot access to D/S discharge point. N Install CB at pipe size change. 1100 12 0 0 0 0 0 0 0 12

SP-1120 0 0 0 0 0 0 0 0 12

Concrete Pipe (non-reinforced) 28.89 No problems, but inlet is buried. Y N Locate inlet and clear debris. 0 9 1 0 0 0 0 0 0 10

SP-13138 Unable to locate pipe. Y N Y

Pipe shown in GIS underneath a house. Innovac unable to locate pipe in field. City crews to verify pipe, and obtain easement if necessary. 0 8 1 0 0 0 0 0 0 9

SP-1468Unable to inspect, pipe reduces to 8" approximately 3 ft from CB. N Install CB at pipe size change 0 7 0 0 0 0 0 0 0 7

SP-2834No inspection - U/S access covered by vegetation, D/S drops in ravine. Y N

Locate upstream and downstream end of pipe 0 6 1 0 0 0 0 0 0 7

SP-3048 12 ADS-1 27.07

Pipe not found. Line, crossing 15th Ave NW, does not exist. Line coming down the hill into the CB is a 12" HDPE - 8.27.2015 Y Y Y Y Locate pipe. 0 5 1 1 0 0 0 0 0 7

SP-6535 12


Unable to locate Inlet or Outfall for culvert. No CCTV performed 8.18.2015 Y N Y Locate inlet and outlet. 0 4 1 0 0 0 0 0 0 5

SP-8710 12

Concrete Pipe (non-reinforced) Unable to locate pipe for candling. 8.18.2015 Y N Y Locate pipe. 0 3 1 0 0 0 0 0 0 4

SP-9214 No inspection - unable to locate pipe. Y N Locate Pipe. 0 2 1 0 0 0 0 0 0 3

SP-5466 No inspection - Broken CB lid. Y N Repair CB lid 0 1 1 0 0 0 0 0 0 2


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SP-1259

Heavy Cleaning needed. - Unable to locate D/S outfall, U/S inlet is 90% covered with rocks. Unable to place tractor in pipe due to rocks & debris. 8.6.2015 Y N Y 170 1 0 0 0 0 0 0 1 172

SP-1303Not inspected - both ends are 100% blocked with debris/vegetation. Y N 169 1 0 0 0 0 0 0 0 170

SP-14795 Unable to inspect, US and DS CB's are buried. Y N Y 168 1 0 0 0 0 1 0 0 170

SP-14959No inspection - pipe 50% full of debris due to d/s discharge point blockage. Y N 167 1 0 0 0 0 0 0 0 168

SP-14961No inspection - discharge point ditch line is overgrown, backing up CB's u/s. Y N 166 1 0 0 0 0 0 0 0 167

SP-15652Unable to inspect, Pipe reduces to 8" approx. at 3ft. fro D/S CB. also rocks in pipe approx. 30%. Y N 165 1 0 0 0 0 0 0 0 166

SP-1675 18Reinforced Concrete Pipe

No inspection. Unable to access both ends of pipe (undercut) without doing entry. Y Y 164 1 1 0 0 0 0 0 0 166

SP-1746 No inspection. Pipe 50% surcharged. Y Y 163 1 1 0 0 0 0 0 0 165

SP-1945 Not inspected, CB-72 buried. Y N 162 1 0 0 0 0 0 0 0 163

SP-2139 12Concrete Pipe (non-reinforced) 21.38

Unable to access. Unable to complete candling for SP-2139 due to Inlet, Ditch line & Outfall being filled in with dirt for plants - 8.28.2015 Y N Y 161 1 0 0 0 0 0 1 0 163


Unable to access pipe, inlet 85% full of debris and outfall 70% full of debris. Y N Y No video. 160 1 0 0 0 0 0 0 1 162

SP-3042 12Corrugated Metal Pipe 59.03

Unable to perform CCTV due to heavy deposits in line, approx. 85% of pipe, line needs heavy cleaning prior to CCTV - 8.28.2015 Y N Y 159 1 0 0 0 0 0 1 0 161

SP-3541 No inspection. Discharge point 95% surcharged, ditch line full. Y Y 158 1 1 0 0 0 0 0 0 160

SP-3635 No inspection. Both pipe ends covered with mud and vegetation. Y N 157 1 0 0 0 0 0 0 0 158

SP-3767 No inspection - discharge point 50% plugged. Y N 156 1 0 0 0 0 0 0 0 157


Unable to perform CCTV due to heavy sediment (50% of pipe) and large rocks in line - 8.19.2015 Y N Y 155 1 0 0 0 0 0 0 1 157

SP-3927 12 ADS-1 75.07

Unable to access. Inlet has large rocks, grass and chicken wire over top, unable to access. Unknown CB and inlet not on maps, lines are 50% to 75% impacted by debris. Outfall is impacted by gravel & debris, approx. 80%. - 8.27.2015 Y N 154 1 0 0 0 0 0 0 0 155

SP-427 No inspection - both ends of pipe are buried. Y N 153 1 0 0 0 0 0 0 0 154

SP-4450 No inspection - unable to video due to high water level. Y N 152 1 0 0 0 0 0 0 0 153

SP-4514 No inspection. Both pipe ends covered with mud and vegetation. Y N 151 1 0 0 0 0 0 0 0 152

SP-4649 Unable to inspect pipe, however, pipe inspection report and video originally labeled as SP-4649 was actually for SP-6071 Y N

Unable to inspect pipe, however, pipe inspection report and video originally labeled as SP-4649 was actually for SP-6071 150 1 0 0 0 0 0 0 0 151

SP-5447 Unable to inspect due to heavy debris at both ends of pipe. Y N Y 149 1 0 0 0 0 0 1 0 151

SP-5479 No inspection - car parked over CB Y N 148 1 0 0 0 0 0 0 0 149

SP-6120 No inspection. Pipe has 25% to 35% sediment. Y N 147 1 0 0 0 0 0 0 0 148

SP-6189 No inspection - high water level. Y N 146 1 0 0 0 0 0 0 0 147

SP-6332 No inspection - heave debris at both ends of pipe. Y N 145 1 0 0 0 0 0 0 0 146

SP-6534 12Concrete Pipe (non-reinforced) 21.38 22' 85% Settled Sediment. Heavy Cleaning Needed 8.18.2015 Y N Y 144 1 0 0 0 0 0 0 1 146

Table 14: Pipes Recommended for Jetting or Increased Maintenance


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SP-7199Unable to inspect due to rocks and dirt in inlet and 40% dirt and rocks at DS CB-1610. Y Y 143 1 1 0 0 0 0 0 0 145

SP-7284 No inspection - pipe 50% full of debris, u/s CB blocked by car. Y N 142 1 0 0 0 0 0 0 0 143

SP-7285 No inspection - 30% debris at both ends. Y N 141 1 0 0 0 0 0 0 0 142

SP-7288No inspection - one end 40% full of debris, the other end is blocked by a car. Y N 140 1 0 0 0 0 0 0 0 141

SP-7338 12Concrete Pipe (non-reinforced) Not inspected - end of pipe 50% full. Y N

Pipe added by OCI. Pipe SP-3876 split into two pipes by CB-424. Pipe discovered in the field during heavy cleaning also assigned SP-7338. The duplicate pipe has been renamed to SP-7344. 139 1 0 0 0 0 0 0 0 140

SP-7340 12Concrete Pipe (non-reinforced) Not inspected - unable to access. Y N

Pipe added by OCI. Pipe SP-1683 split into two pipes by CB-393. 138 1 0 0 0 0 0 0 0 139

SP-7346 12Concrete Pipe (non-reinforced) No Inspection Y

Originally assigned duplicate Asset ID SP-4367 137 1 0 0 0 0 0 0 0 138

SP-971 12Concrete Pipe (non-reinforced) Unable to inspect due to debris in line. Y N 136 1 0 0 0 0 0 0 0 137

SP-986 12Concrete Pipe (non-reinforced) No Inspection - CB full and pipe 75% surcharged. Y Y

Pipe on Heavy Cleaning list. No inspection data. No pin data. Pipe not originally included in GIS inquiries. 135 1 1 0 0 0 0 0 0 137

SP-8750 0 513A 0 59 59 0 2.68 2.68 12Concrete Pipe (non-reinforced) 89.48

From DS: 3.82' roots medium joint; 3.82' - 20.1' Deposits settled fine (10%); 20.1' roots obstructing - survey abandoned. Survey continued from other direction. Multiple root inrusions and deposits Y N 134 1 0 0 0 0 0 0 135

SP-4078 5100 3B21 5 41 46 5 2.93 3.07 12Concrete Pipe (non-reinforced) 117.2

From DS: 39.9' Broken, soil visible; 39.9' tap break-in; 51.9' -116.3' deposits settled fine (20%) Y N 133 1 0 0 0 0 0 0 0 134

SP-1153 1200 3B00 2 39 41 1 3 2.73 12polypropylene/ concrete/CMP 153.7

FromUS: 0' - 30' Deposits settled gravel (20%); 4.95' Material Change from Poly to Concrete; 45' roots; 47.94' Joint offset and material change to polypropylene; 67.44' Joint offset and material change to CMP, roots observed. Y N 132 1 0 0 0 0 0 0 133

SP-15467 3100 3B00 3 48 51 3 3 3 12Corrugated Metal Pipe 84.9

From US: 0' - 84.9' deposits settled fine (20%); 27.1' surface corrosion Y N 131 1 0 0 0 0 0 0 0 132

SP-9942 3312 3A11 11 34 45 2.2 2.83 2.65 12Concrete Pipe (non-reinforced) 149.2

From US: 4.3' - 10.1' Multiple cracks; 10.1' Joint offset; 28.2 Roots fine joint; 75.7' Joint offset medium; 76.8' Multiple Cracks; 90.3'-145.6' Deposits settled fine (20%) Y N 130 1 0 0 0 0 0 0 131

SP-813 0 2B00 0 28 28 0 2 2 12 polyvinyl chloride 91.9From DS: 0' Water level (20%); 21.7' - 91.9' deposits settled fine (10%) Y N 129 1 0 0 0 0 0 0 130

SP-9941 0 2B00 0 28 28 0 2 2 12Corrugated Metal Pipe 141.6

From DS: 26.2 - 53.6' and 80.9' - 127.9' Deposits settled gravel (10%) Y N 128 1 0 0 0 0 0 0 129

SP-10443 0 5900 0 45 45 0 5 5 12 polyvinyl chloride 115.2 From DS: 68.3' - 114.1' deposits settled fine (35%) Y N 127 1 0 0 0 0 0 0 128


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From US: Deposits settled fine 35%, deposits settled compacted 40%, camera unable to continue, but camera zooms in downstream and the deep sediment suddenly drops off, possibly from a hole? From DS: Deposits settled compacted 20% for 6 ft, deposits settled compacted 30%, camera unable to pass hard deposits. Y Y Y 125 1 1 0 0 0 0 0 1 128


From US: 0' - 22' deposits settled gravel (20%); 22' deposits rock 100% blocked. Y N 126 1 0 0 0 0 0 0 0 127


From US: Broken pipe with defective plastic repair patch, 4" stormwater tap break-in intruding 10 inches, camera unable to pass tap.From DS: Deposits settled fine 20% full entire length, basketball in pipe blocking 95%, camera unable to pass basketball. Y N Stormwater X

Survey not complete - stitched report shows as complete, but camera does not reach same point from both sides.Report originally stitched, but stitched data did not match individual reports. Stitched data deleted and recalculated by OCI for incomplete inspection. 123 1 0 1 1 0 0 0 0 126


Deposits settled gravel 25%, deposits settle gravel 45%, camera unable to pass, no reverse inspection because U/S pipe is 50% full of rocks. Y N 124 1 0 0 0 0 0 0 0 125


Deposits settled fine 5% full, rock obstacles 45% full, soccer ball in pipe, camera unable to pass soccer ball. Y N Y 121 1 0 0 0 0 0 1 0 123


Deposits settled fine 10% full, alignment right 15%, joint offset medium, alignment left 15%, deposits settled fine 40% full, deposits settled compacted 85% full, camera unable to pass deposits. Y N 122 1 0 0 0 0 0 0 0 123

SP-434 3100 5221 3 12 15 3 4 3.75 12 Polyethylene 64.73Pipe 5% full of water, trash obstacles in pipe 50% full, 2" hole with infiltration weeper, rock obstacles 40% full. Y Y 120 1 1 0 0 0 0 0 0 122

SP-10445 0 5200 0 10 10 0 5 5 12 polyvinyl chloride 23.7 From DS: 3.2' - 10.2' deposits settled fines (40%) Y N 119 1 0 0 0 0 0 0 120


From D/S: Pipe 5% full of water, alignment right 20%, alignment right 25%, root ball in barrel blocking 90% of pipe, camera unable to continue, no reverse inspection because high water level at U/S. Y N 118 1 0 0 0 0 0 0 0 119


Fine (medium?) roots at joint, fine roots at joint, deposits settled gravel 25% for 7 ft, deposits settled fine 35% for 6 ft, camera unable to pass deposits, no inspection from other end. Y N Y 117 1 0 0 0 0 0 1 0 119


Rocks and deposits settled fine 15% blocked, deposits settled fine 10%, rocks 20%, deposits 25%, rocks 35% Y N Y 116 1 0 0 0 0 0 0 1 118


From DS: 4-ft PVC pipe repair section (large joint offset with visible void at material change - not in report), deposits settled fines 15% for 3.5 feet followed by deposits settled fines 25% full for 16 feet then 40% full for 4 ft. Survey abandoned due to debris. No inspection from upstream end, upstream inlet is 8" concrete. Y Y 115 1 1 0 0 0 0 0 0 117


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Deposits settled fine 25%, deposits settled fine at joints for 7 feet, deposits settled fine 15% for 9 feet, deposits settled fine 20% 9 feet, multiple cracks (fractures) in top of pipe, deposits settled fine 35%, camera unable to continue, no survey from other end due to heavy debris. Y Y Y 114 1 1 0 0 0 0 1 0 117


Pipe 5% full of water, rocks blocking 30%, deposits settled gravel 50%, camera unable to continue, no reverse inspection. Y N 113 1 0 0 0 0 0 0 0 114

SP-4582 0 5141 0 9 9 0 4.5 4.5 12 Polyethylene 54.91Pipe 5% full of water, deposits settled fine 25%, deposits settle fine 45% at discharge point. Y N Y 112 1 0 0 0 0 0 1 0 114


Deposits settled fine 5% full for 11 feet, deposits settled fine 15% full for 19 feet. Deposits compacted 30% full, debris and trash obstacles, camera unable to pass debris. Outfall buried, unable to locate. Y N Y

Video skips from 40-FT to 60-FT. 111 1 0 0 0 0 0 0 1 113

SP-5485 5121 5136 7 28 35 3.5 2.8 2.92 12 Polyethylene 156.62

From D/S: Pipe 5% full of water, deposits settled gravel 10%, pipe broken in the side of pipe, medium root ball at joint blocking 10%, fine roots at joint, 4" stormwater pipe tap break-in intruding 4" x2, 4" stormwater pipe tap break-in intruding 3" x2, deposits settled gravel 10% for 18 ft, stormwater pipe tap break-in intruding 5", camera unable to pass. From U/S: Pipe 5% full of water, pipe 15% full at sag in pipe, obstacle rocks blocking 15%, camera unable to continue Y N Stormwater x4 X Y 108 1 0 1 1 0 0 1 0 112


Deposits settled gravel 15% full for 10 feet, deposits settled gravel 25% full for 5 feet, deposits settled fine 70% full, camera unable to pass settled deposits. Most likely missing pipe sections where ditch was filled and no pipe installed. Y N Y

New pipe SP-2857 added, but location of new pipe and splitting of existing SP-5633 not clear in GIS. Pipe needs to be added correctly to GIS before data submitted to City. Pipe 2857 determined to be a portion of SP-5633. There are probably sections of missing pipe where ditches were filled in and no pipe was installed. Data for SP-2857 stitched to SP-5633. 110 1 0 0 0 0 0 0 1 112

SP-3799 0 5141 0 9 9 0 4.5 4.5 12 polyethelene 52.9From US: 40.5' Deposits settled fine (30%); 52.9' Deposits settled fine (45%) survey abandoned Y N 109 1 0 0 0 0 0 0 0 110


Deposits settled fine 20% full for 26 feet, obstacle rocks 15% full, deposits settled fine 15% full for 16 feet, deposits settled fine 35% full. Y N 107 1 0 0 0 0 0 0 0 108

SP-119 0 5132 0 11 11 0 3.67 3.67 12 Polyethylene 91.9

From DS - Deposits settled fine 20%, camera unable to pass. From US - Water level 5%, deposits settled fine 15%, deposits settled fine 40%, camera unable to pass, unable to match previous inspection, but downstream CB visible in distance. Y N 106 1 0 0 0 0 0 0 0 107


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From US: obstacles in joint 5% of cross sectional area, alignment right 10%, deposits settled fine 15% full, joint offset medium, alignment left 15%, deposits ingress fine 45% full, joint offset medium, alignment right 15%, camera unable to pass offset joint and debris. From DS: joint offset medium at 3 joints, alignment right 15%, joint angular medium, joint offset medium, deposits settled fine 10% full, joint offset medium at 2 joints, deposits settled compacted 15% full, deposits settled fine 10% full, infiltration stain, joint offset medium, camera unable to bass debris. Inspection complete. Y N Y 105 1 0 0 0 0 0 0 1 107


From US: Deposits settled fine 15% full for 9 feet then becomes compacted settled deposits 60% full. Survey abandoned due to debris.No additional videos taken. Y N Y 104 1 0 0 0 0 0 0 1 106


Deposits settled fine 15% for 6ft, deposits settled fine blocking 50% of pipe, camera unable to continue past deposits, no reverse inspection. Y N 103 1 0 0 0 0 0 0 0 104


Deposits settled fine 20% for 17 ft, deposits settled fine 35% for 83 ft. Y N Y Y 101 1 0 0 0 0 0 1 1 104


deposits settled fine 15% for 35 ft, deposits settled fine blocking 100%, camera unable to continue, no reverse inspection. Y N 102 1 0 0 0 0 0 0 0 103


Multiple cracks, alignment up 10%, deposits settled compacted 15% full, joint offset medium, rock obstacles 55% full, camera unable to pass rocks, can see daylight of inlet ahead. Y N Y Y Y 99 1 0 0 0 0 1 1 1 103


Deposits settled gravel 15% at joint, debris blocking 100%, camera unable to continue, upstream CB unknown. Y N

Pipe originally named duplicate SP-1719. 100 1 0 0 0 0 0 0 0 101


From US: Cracked pipe and multiple fractures at 4" (stormwater) break-in tap intruding 3", deposits settled compacted 5% full, deposits settled compacted 10% full, deposits settled compacted 35% full, concrete debris in pipe, camera unable to continue. From DS: Longitudinal cracks in top of pipe x4, deposits settled compacted 10% full, alignment right 20%, joint angular medium, alignment down 15%, multiple fractures with repair patches for 9 ft, deposits ingress fine 5% full, joint separated medium with bell fracture, joint offset medium, deposits settled compacted 5% full, camera unable to pass concrete obstruction. Y N Stormwater Y Y

Two videos from US: first video section skips from 59-ft to 67-ft. 97 1 0 1 0 0 0 1 1 101


Deposits settled gravel 15% for 11 ft, deposits settled gravel 50%, camera unable to continue, no reverse inspection. Y N Y 98 1 0 0 0 0 0 1 0 100

SP-6342 0 5131 0 8 8 0 4 4 12 Polyethylene 36.93

Pipe 5% full of water, deposits settled gravel 15% for 17 ft, heavy debris/rocks/obstacles blocking 100% of pipe, camera unable to pass, no reverse inspection. Y N 96 1 0 0 0 0 0 0 0 97


Attached encrusted deposits 5% full for 1 ft, attached encrusted deposits 10% full for 2 ft at joint (both sides), attached encrusted deposits 35% full for 2 ft at joint (both sides), alignment right 20%, camera unable to continue past deposits, upstream CB visible, pipe looks ok. Y Y Y 93 1 1 0 0 0 0 1 0 96


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From US: Pipe 20% full of water, camera unable to pass unknown underwater material.From DS: Pipe 5% full of water, infiltration stain, deposits settled fine 10% full, deposits settled compacted, 20% full, root ball barrel, 55% full, camera unable to pass roots. Y N 95 1 0 0 0 0 0 0 0 96


From DS: 0'-24' deposits ingress fines and rock (10%); 56.6' Joint offset medium. 59.4' Rocks - survey abandoned Y N 94 1 0 0 0 0 0 0 0 95


Pipe 5% full of water, deposits ingress fine 10% full, medium joint separation, deposits ingress fine 5% full, deposits ingress fine 5% full for 32 feet, deposits settled fine 35% full, longitudinal crack in two places. Y N 92 1 0 0 0 0 0 0 0 93


Pipe 5% full of water (stagnant) downstream of gravel deposits 10%, rock obstacles 10% at material change to ductile iron pipe, material change to concrete pipe, rock obstacles 40%. Y N 91 1 0 0 0 0 0 0 0 92


Deposits settled fine 10% for 12 ft, obstacles other (sand bags?) blocking 100% of pipe, camera unable to continue, no reverse inspection. Y N 90 1 0 0 0 0 0 0 0 91


Pipe 10% full of water, pipe 15% full of water, pipe 20% full of water, water mark 80% full, alignment right 10%, pipe 15% full of water, roots fine joint, pipe 15% full of water. Y Y 89 1 1 0 0 0 0 0 0 91


Pipe 5% full of water, pipe 10% full of water at sag in pipe, joint separated (offset) medium, alignment right 10%, pipe 50% full of water and gravel, camera unable to continue, no reverse inspection because discharge point is buried. Y N 88 1 0 0 0 0 0 0 0 89

SP-10981 2200 5100 4 5 9 2 5 3 12 Polyethylene 42.13

Pipe 5% full of water for 13 ft, pipe 10% full of water for 13 ft (not a sag), pipe 15% full of water for 5 ft (not a sag), pipe 35% full of water and debris, camera unable to continue, no reverse inspection. Y N Y Y 86 1 0 0 0 0 1 1 0 89


Pipe 20% full of water, water mark at 85% pipe depth, pipe 25% full of water, alignment left 10%. Y Y 87 1 1 0 0 0 0 0 0 89


Broken pipe, 95% blocked with rocks, sporting equipment, concrete pipe chunks, and garbage (possible cross bore?), camera unable to continue, no reverse inspection. Y N Unknown? X

Missing video. Data added from report to this spreadsheet (not included in data export to excel provided by Innovac). Pipe is outside Puget Sound Basin Boundaries. 85 1 0 1 1 0 0 0 0 88

SP-3913 0 5100 0 5 5 0 5 5 12 Polyethylene 4.6 Pipe candled (no video). Deposits settled fine 75% full. Y Y Y Y 83 1 1 0 0 0 0 1 1 87


Deposits settled other (sediment and rocks) 40% for 5 ft, camera unable to continue, no inspection from other end because pipe inlet 25% full of debris. Y N 84 1 0 0 0 0 0 0 0 85


Pipe 20% blocked prior to cleaning. Deposits settled fine blocking 45% of pipe. Joint offset medium. Pipe capped at upstream end. Abandoned pipe. Y N 82 1 0 0 0 0 0 0 0 83


Pipe broken in side of pipe, pipe 95% blocked by obstacles at beginning of pipe, camera unable to continue, no reverse inspection. Y N

Remove lid at downstream end of pipe, inspect from downstream end. Clean pipe for full inspection. 81 1 0 0 0 0 0 0 0 82

SP-3917 0 5100 0 5 5 0 5 5 12Concrete Pipe (non-reinforced) 22.25 Pipe candled (no video). Deposits settled fine 35% full. Y N Y 80 1 0 0 0 0 0 1 0 82


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SP-6296 0 5100 0 5 5 0 5 5 12 Polyethylene 4.6 Pipe candled (no video). Deposits settled fine 75% full. Y Y Y Y 78 1 1 0 0 0 0 1 1 82


Pipe 5% full of water, joint offset medium, pipe 10% full at sag, pipe material change to CMP with debris and trash blocking pipe at material change, camera unable to pass debris. Y Y 79 1 1 0 0 0 0 0 0 81


Pipe 5% full of water, obstacles rocks blocking 100% of pipe, camera unable to pass rocks, no reverse inspection. Y N 77 1 0 0 0 0 0 0 0 78


Leaves and debris blocking pipe that appear to be at pipe outfall, camera unable to pass debris. Y N

Clean pipe and verify end point. 76 1 0 0 0 0 0 0 0 77


Pipe 5% full, deposits settled fine 100% full, camera unable to pass deposits. Y N 75 1 0 0 0 0 0 0 0 76

SP-7203 0 5100 0 5 5 0 5 5 12 Polyethylene 41.1

Pipe candled (no video) - Attempted to perform candling but was unable to complete due to 60% gravel at D/S 12" HDPE pipe end and inlet is a 8" HDPE, with Mini CB & grate. 8.6.2015 Y N Y 74 1 0 0 0 0 0 0 1 76


From DS: 3.84' - 6' Deposits settled fines (40%). Survey abandoned at 6' due to deposits Y N 73 1 0 0 0 0 0 0 0 74


From DS: Over 40% full of debris. Inspections topped due to amount of debris Y N 72 1 0 0 0 0 0 0 73

SP-8619 0 4300 0 12 12 0 4 4 12 Ductile Iron Pipe 48.2 From DS: 3.2' - 17.71' Deposits settled fine (25%) Y N 71 1 0 0 0 0 0 0 72


Gravel and rocks in bottom of pipe 15% full for 8ft, 20% full of sediment at 1 joint, then gravel and rocks in bottom of pipe 10% to 30% full for 30 ft, camera unable to continue past large rock, light at inlet visible. Y N 70 1 0 0 0 0 0 0 0 71


From US: Compacted deposits 30% full (looks almost like broken concrete chunks?), camera unable to continue, inspect from other end. From DS: Rocks in bottom of pipe 15% full, oil filter in pipe blocking 25%, camera unable to pass. Did not meet location where camera stopped from other end. Y N Y 69 1 0 0 0 0 0 0 1 71


From US: 20.5' Deposits settled gravel (30%); 25.9' Roots Medium Joint (15% lost); 26.3 Survey abandoned due to debris (large rocks) Y N 68 1 0 0 0 0 0 0 0 69

SP-10444 0 4200 0 8 8 0 4 4 12 polyvinyl chloride 24.5 From US: 3.2' - 10.34 deposits settled fines (25%) Y N 67 1 0 0 0 0 0 0 68


From DS: 3.65 - 10.5' Multiple cracks; 3.2 - 10.5 Deposits settled gravel (30%) Y N 66 1 0 0 0 0 0 0 0 67


Joint offset medium, deposits settled fine 10% full for 10 feet, roots medium joint 10% full, roots medium joint 30% full, roots fine joint, deposits settled fine 10% full, rocks 30% full for 4 feet, camera unable to pass rocks. Y Y 65 1 1 0 0 0 0 0 0 67

SP-1331 0 4131 0 9 9 0 3 3 12 Polyethylene 20.56

Pipe 5% full of water, deposits settled fine 10%, deposits settled fine 20%, deposits settled fine 25%, camera unable to pass heavy deposits, no reverse inspection. Y Y 63 1 1 0 0 0 0 0 0 65


Deposits settled compacted 10% full, alignment right 15%, alignment right 15%, deposits ingress fine 5% full, deposits settled compacted 20% full for 5 feet, roots fine joint, deposits settled fine 30% full for 9 feet, unable to pass debris. Needs Heavy Cleaning. Y N

Video labels asset as SP-403, but saved as correct asset SP-821. SP-812 is a new asset number for the pipe upstream of CB-10348 64 1 0 0 0 0 0 0 65


Pipe 5% full of water, pipe 25% full of water at sag, 3 inch hole with void visible, roots tap joint 5% full at two locations, pipe 50% full of water at sag, camera unable to continue due to high water level. Y Y X 61 1 1 0 0 1 0 0 0 64


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Pipe 5% full of water, deposits settled gravel 5%, joint separated medium, deposits settled fine 10% for 10 ft, deposits settled fine 15%, deposits settled fine 25%, camera unable to pass, no reverse inspection. Y N 62 1 0 0 0 0 0 0 0 63


Pipe 5% full of water, deposits settled compacted blocking 25% of pipe, camera unable to continue past heavy deposits, no reverse inspection. Y N 60 1 0 0 0 0 0 0 0 61


Deposits settled fine 25% full. Survey abandoned due to rocks and debris. Camera able to zoom to end of pipe. Lots of debris and joint offsets visible, but no reverse inspection. Y N Y 59 1 0 0 0 0 0 0 1 61

SP-7305 2100 4100 2 4 6 2 4 3 12 Polyethylene 7.11From US: Pipe 15% full of water, pipe 20% full of water at sag, deposits settled fine 25% full, camera unable to pass deposits. Y N 58 1 0 0 0 0 0 0 0 59


Pipe 30% full of debris for 4 ft, camera unable to continue due to heavy debris, no reverse inspection. Y N Y 57 1 0 0 0 0 0 1 0 59

SP-10833 0 4100 0 4 4 0 4 4 12 polyvinyl chloride 4.3 Rootball obstrucing pipe Y N 56 1 0 0 0 0 0 0 57


From US: 0' - 3.2' Pipe is PVC; 0' 20% water; 10.5' camera submerged. 12.89' survey abandoned Y N 55 1 0 0 0 0 0 0 0 56

SP-6694 0 4100 0 4 4 0 4 4 12Concrete Pipe (non-reinforced) 4.7 Deposits throughout pipe Y N 54 1 0 0 0 0 0 0 0 55


From DS: 36.5' Joint separated medium/ void visible; 40.1' roots blocking pipe. Y N 53 1 0 0 0 0 0 0 0 54

SP-4303 0 3800 0 24 24 0 3 3 12Corrugated Metal Pipe 41.3 From DS: 0'-41.3' deposits settled gravel (15%). Y N 52 1 0 0 0 0 0 0 0 53


From DS: 0'-39.5' deposits settled fine/rock (10%); 21.8' Material Change (Concrete) Y N 51 1 0 0 0 0 0 0 0 52


From US: 9.43' Tap break-in 3"; 100.3'-135' deposits settled fines (15%); Survey abandoned at 135' due to trash and sediment deposits Y N 50 1 0 0 0 0 0 0 0 51

SP-14403 1200 3700 2 21 23 1 3 2.56 12 polyethelene 46.3From DS: 9.7' - 46.3' Deposits settled fine (15%); 21.4' joint separated medium; 41.2' joint separated medium Y N 49 1 0 0 0 0 0 0 50

SP-3430 0 3600 0 18 18 0 3 3 12Concrete Pipe (non-reinforced) 30.2 From DS: 0' - 30' deposits settled fines (20%) Y N 48 1 0 0 0 0 0 0 0 49


From DS: 10%-20% deposits noted throughout; 44.55' Tap break-in intruding, survey abandoned Y N Stormwater 47 1 0 1 0 0 0 0 0 49


Tree branch obstacles 15% full, multiple cracks, obstacles in joint 15% full, longitudinal crack, deposits settled gravel and obstacles in joint 15% full, deposits settled compacted 20% full, camera unable to pass settled deposits and debris. Y N Y 46 1 0 0 0 0 0 1 0 48


Pipe 15% full of water, deposits settled 15% full for 19 feet, joint offset medium, roots medium joint 25% full, roots medium joint 20% full, joint separation medium with soil visible, roots medium joint 20% full, roots medium joint 40% full, camera unable to pass roots. Y N 45 1 0 0 0 0 0 0 0 46


From US: 3.9' Roots fine joint; 6.5' roots medium joint; 10.65' Roots medium joint, 30.9' pipe inlet blocked by ivy growth. Y N 44 1 0 0 0 0 0 0 0 45


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Pipe 5% full of water, deposits settled fine 15% for 21ft, 4" stormwater pipe tap break-in, obstacles rocks blocking 10% of pipe, deposits ingress fine 15% in side of pipe, circumferential crack in top of pipe, obstacles rocks blocking 10% of pipe, obstacles rocks blocking 15% of pipe, camera unable to continue past rocks, no reverse inspection because heavy deposits at downstream CB. Y N Stormwater X 41 1 0 1 1 0 0 0 0 44

SP-6695 0 3500 0 15 15 0 3 3 12Concrete Pipe (non-reinforced) 29.9 Deposits throughout pipe (20%) Y N 43 1 0 0 0 0 0 0 0 44


Pipe 5% full of water, multiple cracks/fractures from 6" (stormwater) defective break-in tap, deposits settled gravel 15% full for 7 ft, deposits settled fine 15% full, unable to pass rocks. Y Y Stormwater X Y 39 1 1 1 1 0 0 0 1 44

SP-14404 1100 3400 1 12 13 1 3 2.6 12 polyvinyl chloride 26.6From DS: 3.2' - 25' deposits settled fine (20%); 5.4' material change (concrete); 7.8' joint offset medium Y N 42 1 0 0 0 0 0 0 43


From US: Pipe 10% full of water for 12 ft, deposits settled gravel 15%, pipe 20% full of water, deposits settled gravel 20%, joint offset medium, pipe 20% full of water, unable to pass debris in line, 10' U/S of CB-10328, camera under water. From DS: Water level 5%, water level 15%, deposits settled fine 15%, camera under water, unable to pass debris underwater @ 54' D/S of CB-5236. Y Y Y 38 1 1 0 0 0 0 1 0 41


Pipe 100% blocked prior to cleaning. Deposits settled fine 15% for 14 ft, rocks 10%, pipe 20% full of water, pipe dead ends into dirt, unable to complete survey. Y N 40 1 0 0 0 0 0 0 0 41


Pipe 15% full of water, deposits ingress fine 5% in bottom, joint separated medium with visible soil, deposits settled fine 10% for 21 ft, joint offset medium, fine roots at joint, joint offset medium, obstacles rocks blocking 15% of pipe, obstacles rocks blocking 15% of pipe, camera unable to continue past rocks, no reverse inspection. Y Y 36 1 1 0 0 0 0 0 0 38


From DW: 0' - 14.9' Deposits settled gravel (15%); 10.2' fractured joint Y N 37 1 0 0 0 0 0 0 0 38


From DS: Deposits settled fines 15% for 16 feet then increases to 25% full for 20 feet, alignment down, joint offset medium. Survey abandoned due to joint offset and debris.No additional videos taken. Y N 35 1 0 0 0 0 0 0 0 36


From US: Pipe 5% full of water, deposits settled fine 10% full, deposits settled fine 20% full for 7 feet, camera unable to pass heavy deposits.From DS: Pipe 5% full of water, deposits settled fine 15% full for 31 feet, camera unable to pass heavy deposits. Y Y

Survey not complete, camera does not reach same location from both ends. Stitched data provided by Innovac not correct. 34 1 1 0 0 0 0 0 0 36


From DS: Gravel in bottom of pipe 5% full, gravel in bottom of pipe 15% full increasing to 75% full, camera unable to continue, survey from other end. From US: Gravel in bottom of pipe 20% full to joint offset medium, then gravel 75% full, camera unable to continue, but light at the other end of the pipe is visible. Y N Y Y 33 1 0 0 0 0 0 1 1 36


Pipe 5% full of water, deposits settled fine 15% full for 28 feet, deposits settled fine 20% full, camera unable to pass deposits. Y Y 31 1 1 0 0 0 0 0 0 33


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Pipe 5% full of water, 4" stormwater pipe tap break-in intruding 4", deposits settled fine blocking 15% of pipe, camera unable to continue past intruding connection, no reverse inspection. Y N Stormwater x4 X 30 1 0 1 1 0 0 0 0 33

SP-6697 0 3221 0 8 8 0 2.67 2.67 12Concrete Pipe (non-reinforced) 50 From US: 34.2'-40' Deposits settled fine (15%) Y N 32 1 0 0 0 0 0 0 0 33


Deposits settled fine 15% for 6 ft, deposits settled fine blocking 20%, camera unable to pass, no reverse inspection because heavy deposits at D/S. Y N 29 1 0 0 0 0 0 0 0 30

SP-10832 1100 3200 1 6 7 1 3 2.33 12 polyvinyl chloride 14.03From DS: 7.61' pipe material change (concrete) with joint offset. 10.05' Roots Medium at joint; 14.03 Roots medium. Y N 28 1 0 0 0 0 0 0 29

SP-6168 0 3200 0 6 6 0 3 3 12Concrete Pipe (non-reinforced) 8.6 From DS: 0'-8.6' Deposits settled gravel (15%) Y N 27 1 0 0 0 0 0 0 0 28


From DS: Deposits settled fine 10%, joint offset medium, deposits settled gravel 5% for 7 ft, rocks 10%, joint offset medium with broken pipe, joint separated medium, deposits settled gravel 5%, rocks 15%, camera unable to pass rocks, upstream end of pipe unknown, unable to inspect from upstream end. Y N Y 25 1 0 0 0 0 0 0 1 27

SP-8751 0 3200 0 6 6 0 3 3 12Concrete Pipe (non-reinforced) 102.5 From DS: 3.2' - 12.6' Deposits settled fine (20%). Y N 26 1 0 0 0 0 0 0 27


Pipe 15% full of water, deposits settled gravel 10% for 56 ft, joint offset medium, obstacles rocks blocking 10%, pipe broken in side of pipe with visible soil, pipe 20% full at sag in pipe, obstacles rocks blocking 20% of pipe. Y N 24 1 0 0 0 0 0 0 0 25


Water mark 20%, alignment left 10", joint separated medium, deposits ingress fine 5% for 8 ft, surface aggregate visible in top of pipe, deposits settled gravel 5%, joint offset medium, joint offset medium, crack longitudinal in side of pipe, 4" stormwater pipe tap break-in intruding 3", circumferential crack, camera unable to pass intruding stormwater pipe, no reverse inspection. Y Y 23 1 1 0 0 0 0 0 0 25


Pipe 5% full of water, 4" stormwater tap break-in, deposits settled fine 10% full for 18 feet, 4" stormwater tap intruding 4 inches. Y N Stormwater x2 X Y 21 1 0 1 1 0 1 0 0 25


From U/S: Pipe 5% full of water, obstacles rocks blocking 20% of pipe, camera unable to continue past rocks.From D/S: Pipe 5% full of water, 6" stormwater pipe tap break-in intruding 3", obstacles rocks blocking 10% of pipe for 13 ft, camera unable to continue past rocks. Y N Stormwater X 22 1 0 1 1 0 0 0 0 25


Obstacles rocks blocking 20% of pipe, obstacles rocks blocking 10% of pipe, camera unable to continue past rocks, no reverse inspection. Y N 20 1 0 0 0 0 0 0 0 21


4" stormwater pipe tap break-in intruding 4", camera unable to pass the intruding pipe, no reverse because large rocks at pipe inlet. Y N Stormwater X 18 1 0 1 1 0 0 0 0 21


From U/S: Pipe 5% full of water, deposits settled compacted 15% for 3ft, camera unable to continue due to compacted deposits (concrete?). From D/S: Pipe 5% full of water, joint offset medium, camera unable to continue past joint offset. Inspection NOT complete. Y N

Report combined by Innovac, but uninspected length is NOT equal to 0. 19 1 0 0 0 0 0 0 0 20


Pipe 20% full of water, 4" stormwater pipe tap break-in. Obstacles rocks blocking 15% of pipe, camera unable to continue. No reverse inspection because rocks in invert. Y N Stormwater x 16 1 0 1 1 0 0 0 0 19


Asse

t ID

QSR

QM

R

SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

. (in

.)

Mat

eria

l

Leng

th (f

t)

Problem Incr

ease

d M

aint

enan

ce

Arte

rial

Mid

-pip

e Co

nnec

tion

or

cros

sbor

e?

Poss

ible

Util

ity

Void

Ease

men

t Nee

ded?

Slid

e Ha

zard

Eros

ion

Haza

rd

Notes Rank

Incr

ease

d M

aint

enan

ce

Arte

rial

Mid

-pip

e Co

nnec

tion

or

cros

sbor

e?

Poss

ible

Util

ity

Void

Ease

men

tNee

ded

Slid

e Ha

zard

Eros

ion

Haza

rd

Scor

e



From DS: Pipe is 5% full. Obstacles rock 15% for 4 feet. Survey abandoned due to large rocks.No additional video taken. Y N 17 1 0 0 0 0 0 0 0 18


Pipe 5% full of water, deposits settled fine 20% full for 22 feet, camera unable to pass heavy deposits but outfall is visible approximately 6 feet from camera. Y N 15 1 0 0 0 0 0 0 0 16


From US: 13.46 - 43.5' Deposits settled compacted (10%); 17.34' Crack longitudinal; 43.5' survey abandoned Rock deposits.From DS: multiple joint offsets medium; 16.65' Tap break-in intruding; 27.26; Tap break-in intruding Y N Stormwater 13 1 0 1 0 0 0 0 0 15

SP-6425 0 3100 0 3 3 0 3 3 12Concrete Pipe (non-reinforced) 4 Deposits throughout pipe Y N 14 1 0 0 0 0 0 0 0 15

SP-12657 1100 2600 1 12 13 1 2 1.86 12Concrete Pipe (non-reinforced) 42

From DS: 12' - 42' deposits ingress fine (10%); 23' joint separated medium Y N 12 1 0 0 0 0 0 0 13


From US: entire pipe - deposits settled gravel (5%); 8.38' Roots fine joint; 14.2' Roots fine joint. Y N 11 1 0 0 0 0 0 0 0 12

SP-1062 0 2200 0 4 4 0 2 2 12 Polyethylene 3.67

Alignment up 15%, deposits settled fine 10% full at downstream end. Unable to locate upstream structure. Camera not able to pass deposits and continue up the steep slope (17% grade). Unable to locate US structure. Y N 10 1 0 0 0 0 0 0 0 11

SP-4632 0 2100 0 2 2 0 2 2 12 Polyethylene 23.47

From D/S: 4" stormwater pipe tap break-in intruding 2", (large rock blocking 45%?) camera unable to continue past rock, no reverse inspection. Y N Stormwater X 8 1 0 1 1 0 0 0 0 11

SP-5186 0 2200 0 4 4 0 2 2 12Concrete Pipe (non-reinforced) 38.3 From DS: 26.8' - 40' Deposits settled fine (10%-20%); Y N 9 1 0 0 0 0 0 0 0 10


2" stormwater tap break-in, intruding 2 inches, rock obstacles 5% full, camera unable to pass rocks. Y N Stormwater X 7 1 0 1 1 0 0 0 0 10


Pipe 15% full of water, bottle blocking pipe, camera unable to pass bottle. Y N 6 1 0 0 0 0 0 0 0 7

SP-3428 2200 2100 4 2 6 2 2 2 12 polypropylene 128.69From US: 24.37 slight sag in pipe (water level 5%); 76.4' slight sag in pipe (water level 5%); 125.9' Deposits rocks (10%) Y N 5 1 0 0 0 0 0 0 0 6


Rock and debris deposits 5% full, rocks and debris have built up in front of trash rack on inlet. Y N

Inlet appears partially blocked 4 1 0 0 0 0 0 0 0 5


From US: Clear inlet vegetation. No problems in pipe. Clear outlet vegetation Y N 3 1 0 0 0 0 0 0 0 4


From US: 76' Multiple cracks; 79' - 82' Longitudinal Crack; 92.6' Joint offset Medium Y N

higher priority for reinspection due to cracks observed 2 1 0 0 0 0 0 0 3


From DS: 99.87' Hole soil visible; 105' Hole soil visible; 140.6' Hole soil visible Y N

three holes are small with no voids behind. 1 1 0 0 0 0 0 0 2

Page 1 of 2

Project Asse

t ID

QSR

QM

R

SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

.

Mat

eria

l

Insp

ecte

d Le

ngth

Problem Incr

ease

d M

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ce

Arte

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Mid

-pip

e st

orm

dr

ain

conn

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Poss

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Void Notes


Pipe 5% full of water, deposits settled fine 10% full for 5 feet, deposits settled fine 20% full for 11 feet, broken pipe with concrete repair patch and soil visible, deposits settled fine 40% full, camera unable to pass deposits.

Y Y

SP-6723 0 4100 0 4 4 0 4 4 12Concrete Pipe (non-reinforced) 36.88 Deposits settled fine 25% full at connection to downstream catch basin. Y

SP-6519No inspection - pipe is capped off 3 ft from CB-7784

YVerify pipe capped and abandoned.

SP-1881 0 0 0 0 0 0 0 0 18Corrugated Metal Pipe 105.38 Pipe 15% full of water, no problems. N


Pipe 20% blocked prior to cleaning. Pipe 10% full of water. Hole in top of pipe with visible soil. Pipe alignment right 15%. Pipe alignment right 15%. Surface corrosion in top of pipe for 29ft. Hole in top of pipe. Fine roots at joint. Surface corrosion in bottom of pipe. Two 4" stormwater pipes tap break in intruding 3". Hole in side of pipe with visible void and utility pipe/valve, pipe horizontal deformation 45%. Alignment left 10%. Repair patch in top of pipe. 4" stormwater pipe tap break in. 4" stormwater pipe tap break in intruding 3".

Y N


utility/valve X

Original inspection - D/S surveyed on Nov.10, 2015; U/S surveyed on Dec.16, 2015.

Relocate 3 SP-1952 2111 3200 3 6 9 1.5 3 2.25 12Concrete Pipe (non-reinforced) 313.87

Pipe 15% full of water, deposits settled fine 15% for 21ft, deposits settled fine for 47ft, joint angular medium, joint offset large with visible soil. Y N

Relocate 4* SP-3050 5142 5124 30 18 48 2.31 1.8 2.09 12Concrete Pipe (non-reinforced) 181.1

From US: Small cracks in top of pipe, gas line crossing through pipe, pipe broken at gas line intrusion. Camera unable to pass gas line. From DS: Alignment right 15% x2, joint separation medium, alignment right 10% x5, multiple cracks with hole in top of pipe, longitudinal crack with gravel deposits 5% full, longitudinal crack with medium joint separation (broken/hole), joint angular medium, alignment left 10%, joint separation medium, multiple fractures in top of pipe, compacted deposits 5% full at joint (grout? Concrete?), longitudinal crack in bottom of pipe, joint separation medium, other side of gas pipe crossing through. Inspection complete N Gas X

Relocate 5 SP-3919 2111 0 3 0 3 1.5 0 1.5 12Concrete Pipe (non-reinforced) 9.21

Joint separation medium, joint offset large and pipe downstream half full of concrete, camera unable to continue past large joint offset and concrete in pipe. Y N

SP-3685

Heavy Cleaning needed. - Line has about 40% debris & water in line, unable to complete CCTV - 8.17.2015

Y NReroute to ROW with SP-6924, 2801, 6274 and 4558


Pipe 5% full of water, roots fine joint, roots fine barrel, joint offset medium, roots fine joint with pipe 10% full of water, roots fine joint, roots fine joint for 35 feet, material change to polyethylene, 4" stormwater tap break-in intruding 3", deposits settled fine, material change back to concrete (non-reinforced), pipe 60% full of water, deposits settled fine 30% full, camera unable to pass deposits.

Y N StormwaterReroute to ROW with SP-6924, 2801, 6274 and 3685

Table 15: Priority Reroute Pipes Off Private Property

Relocate 1

Relocate 2*

Relocate 6*

Page 2 of 2

Project Asse

t ID

QSR

QM

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SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

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Mat

eria

l

Insp

ecte

d Le

ngth

Problem Incr

ease

d M

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Arte

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Table 15: Priority Reroute Pipes Off Private Property

Relocate 7 SP-5516 0 4231 0 13 13 0 3.25 3.25 12Concrete Pipe (non-reinforced) 73.81

From US: Deposits settled gravel 30% full for 5 feet, camera unable to pass gravel.From DS: Deposits settled gravel 10% full for 7 feet, deposits settled gravel 20% full for 13 feet, deposits settled gravel 30% full, camera unable to pass gravel.

Y N

Survey is not complete. Report is combined as labeled as complete, but camera does not reach the same location from both sides.

Relocate 8 SP-6943 5100 3223 5 12 17 5 2.4 2.83 12Corrugated Metal Pipe 35.07

Deposits settled fine 20% full for 10 feet, deposits settled fine 15% for 3 feet, deformed pipe with 15% compression in wall. Y N

Reroute with SP-292 (not inspected)

Relocate 9* SP-6300 4100 5131 4 8 12 4 4 4 12Concrete Pipe (non-reinforced) 7.95

Roots medium joint (plant overgrowth intruding from culvert inlet), multiple fractures at utility intrusion that passes through pipe - appears to be 1" or 2" water or gas line. N Water or Gas X

* Utility crossings will need to be removed prior to relocation.

Page 1 of 1

Table 16: Future Reroute Pipes Off Private Property

Project Asse

t ID

QSR

QM

R

SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

. (in

.)

Mat

eria

l

Insp

ecte

d Le

ngth

(ft)

Problem Incr

ease

d M

aint

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ce

Arte

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Mid

-pip

e st

orm

dra

in

conn

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ible

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Notes

SP-6322 1100 0 1 0 1 1 0 1 12 Polyethylene 29.35 Joint angular medium. N

SP-1295 1100 1100 1 1 2 1 1 1 12 Polyethylene 40.56Pipe 5% full of water, joint offset medium (small) with roots fine joint (or deposit fines and organic material?). Y N

Relocate Future 2 SP-1676 1100 3124 1 13 14 1 1.9 1.75 12


Pipe 5% full of water, joint offset medium with deposits ingress 10% full, alignment left 15%, alignment left 15%, deposits settled compacted 15% full, alignment left 15%, alignment left 10%, alignment left 10% for 9 feet. Y

CB is buried and not on maps, notes in report say ID of CB-299 was assigned.

Relocate Future 3 SP-2161 0 3100 0 3 3 0 3 3 12 Polyethylene 36.6 Y N Reroute with SP-15385 (not inspected)

Relocate Future 4Removed - RRF4 not used (new GIS files sent by City on 4/26/16 show pipe SP-2660 in ROW, not crossing property corner)

Relocate Future 5Removed - RRF5 not used (new GIS files sent by City on 4/26/16 show pipe SP-3914 in ROW, not crossing property corner)

Relocate Future 6 SP-4611 0 2100 0 2 2 0 2 2 12Corrugated Metal Pipe 135.44 Pipe 5% full of water, deposits settled other 5%. N

Relocate Future 7 SP-9728 0 1200 0 2 2 0 1 1 12

Concrete Pipe (non-reinforced) 69.3 Pipe 5% full of water, roots fine joint, alignment right 10%. N

Downstream CB buried and not on maps, assigned asset number CB-127. Pipe between CB-127 and CB-250 was assigned asset number SP-3007.

Relocate Future 1


Table 17: Pipes with Recommended Easement Acquisitions

Ease

men

t Num

ber

Asse

t ID

QSR

QM

R

SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

. (in

)

Mat

eria

l

Insp

ecte

d Le

ngth

(ft)

Problem Incr

ease

d M

aint

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Arte

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Mid

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Poss

ible

Util

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Void

Notes

Easement 1 SP-10900 0 4133 0 17 17 0 2.83 2.83 12 Polyethylene 108.73

Pipe 15% full of water, infiltration weeper in bottom of pipe, deposits attached encrustation 5% at joint, deposits settle fine 15% 31 ft, 4" stormwater pipe tap break-in intruding 6", stormwater pipe tap break-in intruding 3", 4" stormwater pipe tap break-in intruding 5". Y N Stormwater x3 X

Easement 2 SP-12456 0 3121 0 6 6 0 2 2 12

Concrete Pipe (non-reinforced) 149.98 Alignment left 15%, alignment down 10%, 4'' tap break-in (stormwater) intruding 3'' at top of pipe. Y N Stormwater

Easement 3 SP-12457 3100 1100 3 1 4 3 1 2 12


Alignment right 10%, infiltration stain around bottom section of a joint, multiple cracks at top of pipe near a 4" stormwater tap break-in. Y N Stormwater

Easement 4 SP-14411 18 CMP No inspection. Pipe grade too steep. N N Downstream pipes on reroute list.

Easement 5 SP-15234 0 0 0 0 0 0 0 0 24Ductile Iron Pipe 10.11 Pipe 15% full of water, no problems. Y N

Easement 6 SP-15537 2111 2911 3 19 22 1.5 1.9 1.83 12


9 alignment lefts, rights, ups and downs 15% (not factory installed bends, just the way the pipe was constructed/shifted), joint offset medium, 6" stormwater tap factory, deposits ingress fine 5% at joint, joint offset large. Y N Stormwater Need easement on 2 properties

Easement 7 SP-2195 3100 4100 3 4 7 3 4 3.5 12

Concrete Pipe (non-reinforced) 133.58 Pipe 5% full of water, 4" stormwater tap break-in, hole with infiltration runner. Y N Stormwater X

Easement 8 SP-3923 2111 3125 3 15 18 1.5 1.88 1.8 12


Pipe 5% full of water, joint angular medium, alignment right, continuous roots fine joint at bottom of pipe for 10 feet, alignment right 15%, alignment left 15%, alignment left 10%, encrusted deposits 5% full at joint, fine deposits ingress 15% at bottom of joint, alignment left 15%, crack spiral, material change to PVC. Y N

Easement 9 SP-394 5132 3124 13 11 24 2.6 2.2 2.4 12


Alignment right 15%, joint angular medium, alignment right 15% for 7 ft, multiple cracks in top of pipe at joint/alignment change, alignment left 15%, joint offset medium, 6" tap break in (stormwater) intruding 2" with multiple cracks in mainline, alignment left 20%, hole with void in bottom of pipe at joint. Y N Stormwater X Possibly need easement on 2 properties

Easement 10 SP-4803 3111 5131 4 9 13 2 3 2.6 12


Multiple cracks, alignment up 10%, deposits settled compacted 15% full, joint offset medium, rock obstacles 55% full, camera unable to pass rocks, can see daylight of inlet ahead. N N

SP-4819 1100 2211 1 5 6 1 1.67 1.5 12

Concrete Pipe (non-reinforced) 30.94 Alignment right 10%, deposits settled compacted 5%, alignment right 15%, joint separated medium. Y Y

Located Unknown CB not on map, assigned CB-16 and assigned SP-622. SP-622 included on same easement.

SP-622 3317 3125 16 17 33 1.6 1.7 1.65 12


6" (stormwater) active break-in tap with surface aggregate visible, alignment left 10%, joint angular medium, joint separated medium, alignment right 10%, joint angular medium, 4" (stormwater) active break-in tap with surface aggregate visible, joint offset medium, alignment down 20%, joint offset medium, alignment left 10%, alignment down 15%, joint angular medium, defective break-in tap with aggregate visible, alignment right 10%, alignment down 15%, deposits settled compacted 10% full, alignment right 20% with joint separation medium at bend. Y N Stormwater x2Easement 11


Table 17: Pipes with Recommended Easement Acquisitions

Ease

men

t Num

ber

Asse

t ID

QSR

QM

R

SPR

MPR

OPR

SPRI

MPR

I

OPR

I

Diam

. (in

)

Mat

eria

l

Insp

ecte

d Le

ngth

(ft)

Problem Incr

ease

d M

aint

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ce

Arte

rial

Mid

-pip

e st

orm

dra

in c

onne

ctio

ns

Poss

ible

Util

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Void

Notes

Easement 12 SP-5483 0 4131 0 13 13 0 2.6 2.6 15Polyvinyl Chloride 103.24

Pipe full of water 15%, 6" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break-in intruding 1 inch, 4" stormwater pipe tap break in intruding 4", infiltration dripper on the side of pipe, pipe size change to 15", alignment up 45%, camera unable to continue, no reverse inspection because of rocks and heavy debris. N N Stormwater x2 X

Install CB at pipe size and grade change. Need easements on 2 properties.

Easement 13 SP-5499 1100 3224 1 14 15 1 2.33 2.14 12


Pipe 5% full of water, deposits settled fine 10% for 27 ft, 6" stormwater pipe tap break-in, deposits settled fine blocking 20% of pipe, 4" stormwater pipe tap break-in intruding for 3", obstacles rocks blocking 10% for 8 ft, 4" stormwater tap break-in, deposits settled gravel 10%, deposits settled compacted 10% for 10ft, 4" stormwater pipe tap break-in, 4" stormwater pipe tap break-in, joint offset medium with visible soil. Y N Stormwater x5 X Need easements on 2 properties.

SP-5502 1200 3100 2 3 5 1 3 1.67 12


Pipe 5% full of water, roots medium joint 25% full, circumferential crack, 4" stormwater tap break-in, circumferential crack. Y Y Stormwater X

SP-7341 12

Concrete Pipe (non-reinforced) Not inspected - unable to access. Y N

Pipe added by OCI. Pipe SP-5502 split into two pipes by CB-306. Pipe split at distance recorded in CCTV inspection, which places the CB underneath a house. CB-306 is most likely located in the adjacent private driveway at an angle point. Verify location of pipe and CB when obtaining easement. Same easement as SP-5502.

Easement 15 SP-8671 18


Not inspected - Unable to locate and completed CCTV, only 3 sections of pipe visible from other side of fence line. N N


Easement 16 SP-8678 5135 2315 30 11 41 2.7 1.38 2.16 18Reinforced Concrete Pipe 303.47

Longitudinal crack, multiple infiltration stains, multiple cracks, roots fine joint, spiral crack, multiple cracks, surface aggregate visible for 220 feet, spiral crack at 6" stormwater tap break-in, alignment left 10%, 6" stormwater tap break-in intruding 3", surface reinforcement corroded at tap, longitudinal crack, alignment right 10%, roots fine joint, longitudinal crack, multiple cracks, alignment left 15%, alignment right 10% for 10 feet, 6" stormwater tab break-in intruding 3", multiple cracks at tap. Y N Stormwater x3 X

Pipe noted at Brainstorming Workshop as conveying stream flow. Potential CIP.Pipe will not be replaced in CIP-8.

Easement 17 SP-9205 0 3100 0 3 3 0 3 3 12 Polyethylene 143.05 Pipe 15% full of water, deposits settled fine 15% for 19 feet. Y N


Pipe 5% full of water, longitudinal crack for 16 feet, material change to CMP with minor joint separation, material change back to reinforced concrete pipe with multiple fractures and alignment down 90%, camera unable to pass material change. N Y

SP-9747 0 4121 0 6 6 0 3 3 12

Concrete Pipe (non-reinforced) 86.7 Pipe 5% full of water, alignment down 25%, 4" stormwater tap break-in intruding 2 inches Y Y Stormwater X

Easement 14

Easement 18

Documents

Appendix A Condition Assessment Results and Tables