1 Underground Asset Management Jonathan Mongie
2 Asset Management ► Improved Asset Condition l Increased System Efficiency ► Prolonged Asset Life l Reduced Operating Costs and Optimized Capital Expenditures l Reduced Overall Life-Cycle Costs ► Reduced Risk of Environmental Non- Compliance l Improved Customer Services
3 Asset Management Stages
4 Typical Methods of Data Management: ► All Paper Survey Results and Work Orders Filed Away in a Cabinet or Binder. ► Video in difficult to use formats ► Most Data in the Heads of “Long-Term” Personnel
5 Consequences of Old Methods ► Associating Survey Information with the Asset is Labor Intensive, thus Costly. ► No Effective Tools for Sorting and Querying Historical Data. ► High Risk of Actually Losing Important System Data at Any Moment:
6 Master Plan GIS Flow Monitoring Outputs Hydraulic Conditions Hydraulic Model Software Inputs Field Attribute Collection System Expansion UGAM Database Preventative Maintenance Program Work Management Corrective Maintenance Program Predictive Maintenance Program Work/Status Management Reporting CCTV Software Camera Truck Mobile Applications Data Management
7 Purpose Built Network Database
8 Inventory of Assets ► From GIS or manhole inspections
9 Data Validation ► Assess System Connectivity Situation
10 Criticality Assessment – Impact of Failure ► “Impact of Failure” Query. l Personalized for the Individual Collection System (Highway Names, MH Depths, etc.). l Assigns Scores Depending on Proximity to Geospatial Areas of Interest (Water, Rail, Public Services, Bridges, Schools, etc.). l Then Sums Up the Scores and Sorts Critical Pipes and Manholes to Prioritize for Condition Assessment Surveys.
11 Criticality Assessment – Impact of Failure
12 CMMS/Work Planning
13 Scheduling and Dispatch
14 Field Mobile Application
15 O&M Services for Sanitary and Storm ► CCTV data is collected using NASSCO standard PACP protocol ► Manhole inspections completed using NASSCO standard MACP protocol ► Sewer Cleaning ► Customer complaint response ► SSO data collection ► Repair and Replacement Services
16 Condition Assessment
17 Condition Assessment Pipe View
18 SSES Services ► Smoke Testing ► Dye Testing ► Dye Flooding ► Flow Isolation ► Property Inspections ► Vacuum/Pressure Testing
19 SSES Services – Smoke Testing
20 Smoke Defect Observation
21 Smoke Defect Observation
22 Criticality Environmental Impact within 100' within 200' within 300' within 400' within 500' within 1000' within 100' within 200' within 300' within 400' within 500' (receiving Waters) Of water Supply Water Body PACP Structural Rating PACP Structural Rating PACP Structural Rating PACP Structural Rating PACP Structural Rating
23 Prioritization for Capital Planning
24 Results – Eliminated 10% of Total Flow CITY OF TAUNTON, MASSACHUSETTS SUMMARY OF I/I REMOVAL VEOLIA (gpd) VEOLIA (gpd) VEOLIA (gpd) PHASE (gpd) PHASE (gpd)TOTAL INFLOW ,36253,116108,2301,136,873 INFILTRATIO N ,81772,317220,464673,277 TOTAL ,179125,432328,6941,810,149 Inflow calculated as 4.8 gpm per 1" diameter hole or volume as calculated based on 0.87 inches per hour based on a duration of 6 hrs (1730 gpd) Inflow for downspouts removed estimated at 1000 gpd Estimates per DEP's Guidelines for Performing, Infiltration/Inflow Analyses and Sewer System Evaluation Survey, Revised Jan 1993 (Table 7) I/I removed estimated at 4224 gpd/in/diam mile for line replaced or relined
25 Combined Sewer Overflow Reduction
26