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City of Baltimore Sanitary Sewer Overflow
Consent Decree
Civil Action No. JFM-02-1524
Calendar Quarterly Report No. 41 For Calendar Quarter ending December 31, 2012
Submitted: January 30, 2013
Submitted To: United States Environmental Protection Agency
United States Department of Justice Maryland Department of the Environment
Prepared By: City of Baltimore
Department of Public Works, Bureau of Water and Wastewater
Civil Action No. JFM-02-1524 1 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
Table of Contents
Section
Page
A. INTRODUCTION
2
B. PROGRESS OF IMPLEMENTATION OF SECTION VI REQUIREMENTS
3
Paragraph 8: Elimination of Sanitary Sewer Overflow and Combined Sewer Overflow Discharges
3
Paragraph 9: Collection System Evaluation and Sewershed Plans
6
Paragraph 10: Illegal Sewer Connections
10
Paragraph 11: Pumping Station Inspection, Rehabilitation, and Repair
12
Paragraph 12: Collection and Transmission System Model
13
Paragraph 13: Collection System Operation and Maintenance
14
Paragraph 14: Information Management System Program
15
Paragraph 15: Valve Inspection and Repair Program
15
Paragraph 16: Emergency Response Plan – Un-permitted Discharges
16
Paragraph 17: Reporting of Discharge Events and Recordkeeping
16
C. DESCRIPTION OF ANTICIPATED PROBLEMS WITH SECTION VI REQUIREMENTS
17
D. DESCRIPTION OF SEP ACTIVITIES
17
E. ADDITIONAL MATTERS FOR THE ATTENTION OF THE EPA AND MDE
18
Appendix 1 – Status of Paragraph 8 Construction Projects
Appendix 2 – Status of Paragraph 9 Construction Projects Appendix 3 – List of Illegal Connections
Appendix 4 – Pumping Station Work Orders Appendix 5 – Summary of Reported Overflows
Civil Action No. JFM-02-1524 2 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
A. INTRODUCTION This Calendar Quarterly Report is submitted pursuant to the requirements of a Consent Decree entered on September 30, 2002 in the United States District Court for the District of Maryland as part of the response to Civil Action No. JFM-02-1524. This Calendar Quarterly Report is intended to provide an update on the progress of remedial measures required by the Consent Decree and the status of various programs to be implemented. The requirements for the Calendar Quarterly Report are specified in Paragraph 18 of the Consent Decree, which reads as follows:
“Beginning with the first full calendar quarter after the Date of Entry of the Consent Decree, Baltimore shall submit to EPA and MDE within thirty (30) days after the end of each calendar quarter until termination of this Consent Decree a Calendar Quarterly Progress Report (“Calendar Quarterly Report”) covering the subject of this Consent Decree. This Calendar Quarterly Report shall contain the following:
i. Progress reports on the implementation of the requirements of Section VII (Remedial Measures) as described in Paragraphs 8 through 15;
ii. A description of any problems anticipated with respect to meeting the
requirements of Section VII (Remedial Measures) of this Consent Decree; and
iii. A description of all environmentally beneficial projects and SEP implementation activity in accordance with Paragraphs 29-33 of the Consent Decree; and
iv. Any such additional matters as Baltimore believes should be brought to the
attention of EPA and MDE.” It was noted that Paragraph 18 contained a typographical error. The Remedial Measures described in Paragraphs 8 through 15 comprise Section VI of the Consent Decree, and not Section VII. Accordingly, this Calendar Quarterly Report refers to Paragraphs 8 through 17 of the Consent Decree as Section VI.
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B. PROGRESS OF IMPLEMENTATION OF SECTION VI REQUIREMENTS
For reference purposes, this Section B is organized so that the item numbers correspond directly to Paragraphs and subparagraphs in the Consent Decree. Paragraph 8: Elimination of Sanitary Sewer Overflow and Combined Sewer Overflow Discharges
A. General Requirements: During the calendar quarter ending December 31, 2012, the City of Baltimore was in general compliance with the Clean Water Act and Title 9, Subtitle 3 of the Environment Article, Annotated Code of Maryland. Episodes of non-compliance include un-permitted sanitary sewer overflows (SSOs), as reported during the quarter in accordance with Paragraph 17 of the Consent Decree and as summarized in Appendix 5 herein.
B. Construction Projects: Appendix 1 to this Calendar Quarterly Report provides a
status update for each of the construction projects listed in Appendix D of the Consent Decree.
1. Practical Completion
As design and construction progress, concerns and issues have arisen that may impact the schedule for some of the Paragraph 8 projects, are as follows: Project No. 8: Stony Run Interceptor and Pumping Station: Due to significant public opposition to the proposed pumping station site in Wyman Park, additional pumping station locations were investigated. A new location at the Department of Public Works Solid Waste Site, near the intersection of Sisson Street and 29th Street had been selected and approved by MDE and EPA. To expedite the project, this project was split into 3 phases: • SC 819 (Phase 1) is an upper portion of Stony Run interceptor and consists of rehabilitation, and partial replacement of pipelines and manholes located north of Wyndhurst Avenue. Practical completion of this project was complete as of October 14, 2006. • SC 838 (Phase 2) is the middle portion of Stony Run interceptor and consists of rehabilitation and partial replacement of pipelines located between Cold Spring Lane and Wyndhurst Avenue. Practical completion of this project was complete as of March 21, 2007. • SC 839 and SC 847 (Phase 3) consist of 20 mgd pumping station, force main and gravity sewer. Due to delay in siting the pump station, the City has requested and MDE has approved a 6-month extension for the project advertisement and completion dates. Both SC 839 and SC 847 were advertised on June 16, 2006. For Contract SC 839, the city received only one bid 65% above the engineers estimate. The city rejected this bid and had determined that the compressed construction schedule of one year is the primary reason for the unusually high bid amount and lack of competitive bidding. The
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City re-advertised Contract SC 839 on October 27, 2006 and, anticipated that based on bids received in December, contract negotiations will begin. The City sent a letter on October 13, 2006 requesting an additional extension of fourteen (14) months to account for the additional time required for construction due to the increased scope of work. For SC 847 the city had awarded this contract to a successful bidder and the current duration was one year, however the full functionality and operation of the pumping station will depend on the progress of SC 839. Therefore, the City has requested to move the practical completion date for SC 839 and SC 847 from December 31, 2007 to February 28, 2009. A response from MDE was received on February 26, 2007, granting the requested extension. The Practical Completion deadline for both of these projects is now February 28, 2009. The extension letter request for the extension of SC 847 to May 31, 2009 was granted by EPA on June 22, 2009 and MDE on April 15, 2010. Practical Completion was achieved on May 29, 2009, for lower portion of project SC 839RR –Stony Run Interceptor. Conditional acceptance for SC 839RR was achieved on July 21, 2011. 2. SSO Structure Elimination SSO No. 132 is located at the intersection of Springdale Avenue and Hilton Street. It was proposed to monitor this SSO structure for a twelve-month period ending September 18, 2004. During the calendar quarter ending September 30, 2005, activity was observed at this SSO structure on March 23, and March 28, 2005. The City of Baltimore eliminated SSO No. 33 & No. 34 on December 10, 2008 and December 23, respectively. The City of Baltimore eliminated SSO No. 136 on January 21, 2009. SSO No. 132 is located at intersection of Hilton Street & Springdale Ave SSO No. 134 is located near the intersection of Liberty Heights and Elamont Road. SSO No. 135 is located one block away from SSO No. 134, at the intersection of Liberty Heights and Dennlyn Road. SSO No. 137 is located near the intersection of Shannon Drive and Brehms Lane. SSO No. 138 is located at the intersection of Cold Spring Lane & Ayrdale Ave. SSO No. 139 is located at the intersection of W Garrison Ave and Queensberry Ave. The City has engaged the services of an engineering firm to investigate and evaluate the collection system adjacent to SSO Nos. 132, 134 and 135. The design to eliminate these SSOs is complete and the contract was advertised on February 10, 2012, bids were opened on April 4, 2012, contract awarded on September 26, 2012, and Notice to Proceed is scheduled for February 4, 2013. The City will continue to monitor and evaluate activity at these SSO structures and will continue to keep EPA and MDE advised of progress in future Calendar Quarterly Reports. Other than the concerns and issues noted here, all Paragraph 8 projects are complete. The milestone dates specified in Appendix D of the Consent Decree have all been met.
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C. Separate Sanitary Sewer Characterization Report: This requirement has been completed.
D. Elimination of Combined Sewer Overflows:
Walbrook: This project has been completed. Forest Park: During the calendar quarter ending June 30, 2006, combined sewer overflow (CSO) No. 13P was eliminated and the City reported that the Combined Sewer System has been separated and all CSO structures have been eliminated in the Forest Park neighborhood. On October 11, 2006, the City sent a letter to MDE/EPA that included a report dated March 2006 entitled “Confirmatory Testing for Final Separation of Combined Sewer System in Forest Park Area”. The letter also documented the elimination dates for the CSO structures associated with this area, including 10P, 11P, 13P, 18P, 19P, 21P, and 31P. Lastly, the City requested that post-construction monitoring be waived for these CSO structures since the eliminations were performed. MDE responded to this letter on December 11, 2006, and approved the waiving of post monitoring for the CSO structures, with the exception of 13P. For this structure 13P, MDE noted that a site inspection was performed by MDE on October 19, 2006 that revealed the discharge of raw sewage. Therefore, MDE disapproved the waiving of the post-monitoring requirements at this location. On January 16, 2007, the City submitted a letter of response that included additional sampling results indicating that the high bacterial levels are due to stagnant pooling water at the outfall in lieu of a sewage discharge. It is therefore believed by the City that post-monitoring can be waived at overflow structure 13P. EPA requested that the City provide additional clarification regarding CSO 13P. Sampling was carried out on February 8, 2012 and a report and laboratory results were sent to EPA on March 21, 2012.
E. Flow and Rainfall Monitoring for Paragraph 8 Construction Projects:
As of December 31, 2012, 3 flow meters are installed as indicated in Table 8-1 specifically for Paragraph 8 Projects.
Table 8-1: Flow Monitor Installations for Paragraph 8 Projects
Consent Decree Project ID No.
ADS Project ID No. Project
No. of Meters
October November December
7 4 Lower Jones Falls Interceptor 1 1 1
8 5 Stony Run Interceptor & P.S. 1 1 1
10 7 Greenmount Interceptor 1 1 1
Total 3 3 3
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A summary of rainfall and flow monitoring data collected during September, October, and November 2012, prepared by ADS Environmental Services is submitted on a compact disk in the inside of the back cover of this Calendar Quarterly Report. The ADS report includes: • Meter location maps • Meter site reports • Rain gauge location maps • Tabular flow monitoring data • Tabular rain gauge data • Depth and velocity scattergraph plots • Flow and rainfall data in Excel format
All flow meters are ADS Model 4000 flow monitors. Each meter was calibrated by manually measuring depth and velocity to confirm that the flow meters are functioning properly. Multiple measurements were obtained for each flow meter. These measurements are shown on the depth-velocity scattergraphs provided for the flow monitoring sites.
F. Progress Reports:
Progress of work under Paragraph 8 is as reported herein.
Paragraph 9: Collection System Evaluation and Sewershed Plans
A. The milestone dates for completion of the Sewershed Study and Plan for each of the City’s eight sewersheds, as established by Paragraph 9.B of the Consent Decree, recognize that evaluation work will not begin in earnest until several years after the Date of Entry.
Sewershed Study and Plan: The City submitted Jones Falls, the first of the sewershed plans to MDE/EPA and DOJ on December 26, 2008 with an approach plan for prioritizing the capital improvements recommended by the Jones Falls team and the other sewersheds. MDE/EPA submitted comments on the Jones Falls Report in a letter dated June 4, 2009. The City responded within 30 days. The Herring Run sewershed plan was submitted to MDE/EPA and DOJ on June 26, 2009. The Low Level sewershed plan was submitted to MDE/EPA and DOJ on December 22, 2009. The High Level sewershed plan was submitted to MDE/EPA and DOJ on December 21, 2009. The Patapsco, Dundalk, Outfall and Gwynns Falls sewershed plan were submitted to MDE, EPA and DOJ on June 15, 2010, June 18, 2010, June 25, 2010 and June 28, 2010, respectively. All eight (8) Sewershed Plans/Reports were submitted by the milestone dates established in the Consent Decree.
In the Planning phase the Sewershed teams have completed quality control and the quantities below are provided as final inspection quantities. • A total of 33,227 manholes were inspected during Paragraph 9 sewershed studies
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• A total of 5,994,171 linear feet of sewers were CCTV inspected during Paragraph 9 sewershed studies (~ 94%).
Any remaining assets will be inspected during Paragraph 9 rehabilitation projects. B. The Sewershed Study and Plan Elements: The Plan Elements in the Consent
Decree are to be followed for each sewershed. C. Collection System Inspections: Please refer to Section A above for a summary of
final inspection quantities.
In accordance with Paragraph 8 and 9 of the Consent Decree, many collection system components have been replaced, rehabilitated, and slip-lined. The City submitted to the EPA/MDE, under Paragraph 9 D (vii), a request for wavier of the Paragraph 9.D inspection requirements for these system components. In a letter dated September 04, 2007, MDE approved the request to waive inspection of selected portions of the collection system.
D. Infiltration and Inflow (“I/I”) Evaluation: Flow monitoring began on May 09,
2006. As of December 31, 2012, the flow monitoring continues at 9 meter locations throughout the City, including a long term monitoring program.
E. Long-Term Capacity/Peak Flow Management: During the calendar quarter ending
December 31, 2012, there was no capacity/flow management analysis activity related to the Sewershed Studies and Plans.
F. Sewershed Study and Plan(s) Approval and Implementation:
Sewershed Study and Plan(s): All eight (8) Sewershed Plans/Reports have been submitted by the milestone dates established in the Consent Decree. Approval The plans have been submitted. The City provided a technical workshop on February 26, 2009, addressed comments sent on June 4, 2009 for Jones Falls and met with MDE and EPA on May 3, 2010 to provide further justification on the use of the 2-year 24 hr design storm. In addition to other items such as an affordability analysis, MDE and EPA also requested that the City consider levels of improvement that would minimize SSOs in sensitive areas. Based on EPA’s definition of “sensitive areas” received on June 28, 2010, the City evaluated an approach that includes the sewershed studies recommended improvements and accounts for higher levels of controls for minimizing SSOs in identified sensitive areas. The City received a letter from United States Environmental Protection Agency (EPA) dated February 10, 2011, stating that it has reviewed the Final Sewershed Plans for Jones Falls, Herring Run, and High Level. Based on its review has concluded that after the City implements the proposed improvements (2-year 24-hour design storm) a significant number of overflows will remain during greater storm events,
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including 5-year and 10-year 24-hour storm events. Therefore, EPA cannot approve these sewershed plans as submitted because the recommended improvements fall short from the goal of the CD in ensuring that Baltimore’s sewage collection system does not cause or contribute to SSOs. EPA’s response provides minimal direction on how the City should proceed with revising the plans. Therefore the City met with EPA and MDE on June 02, 2011, to better understand their expectations. During this meeting, the City presented a revised approach utilizing 64 years of historic rainfall data for determining the appropriate level of protection to be utilized as the basis of design for system improvements to reduce the number of SSOs. Based upon this meeting, EPA and MDE requested further clarification of the proposed methodology. The City submitted a white paper outlining the Continuous Simulation Methodology on June 30, 2011. On July 8, 2011, representatives from EPA, MDE and the City participated in a conference call and the City answered EPA and MDE’s questions regarding the white paper and the continuous simulation methodology. The City sent a follow-up letter to EPA and MDE on July 22, 2011 which further addressed EPA and MDE’s questions. On August 29, 2011, EPA submitted additional comments and questions to the City and MDE. EPA and the City participated in a second conference call on August 31, 2011 during which the City responded to EPA’s questions. In a letter dated November 22, 2011, EPA requested that the City, simultaneously submit a proposed plan of improvements based on the continuous simulation approach in addition to a revised implementation plan based on a 10-year, 24 hour design storm by the end of 2011. The City submitted the requested information to EPA and MDE on December 30, 2011. The City received comments from EPA on the continuous simulation report on March 6, 2012 and responded in a letter dated March 22, 2012. EPA, MDE and the City met on March 8, 2012 to discuss on-going consent decree activities, the appropriate level of protection and modification to the compliance schedule. The EPA, MDE, and the City all agreed that starting with a baseline 5 year level of protection (LOP) to be augmented with greater protection in some areas is the right approach. It was that a series of technical workshops would be coordinated to develop the criteria to be used in selecting the appropriate LOP. The first of these technical workshops was held on March 26, 2012, with representatives of the City, EPA Region 3 and MDE with other technical workshops to follow. During the workshop, EPA and MDE had some questions on the hybrid approach. The City provided the necessary clarification in a letter dated April 13, 2012. On May 10th, 2012, via e-mail, the City received preliminary guidance from EPA Region 3 on behalf of both EPA and MDE on the proposed continuous simulation methodology to address SSOs as follows: “1. Baltimore will submit a continuous simulation study and plan for each sewershed in its collection system to EPA and MDE by December 2012. Baltimore shall evaluate and propose hydraulic and capacity related improvements necessary to achieve a 5-year and 10-year SSO Level of Protection (LOP). 2. The decision on how to comply with the CD will remain with Baltimore. Based on modeling provided to date, the Agencies will not accept anything
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less than a 5-year LOP. However, where the calibrated modeling shows that there are remaining overflows, Baltimore will prioritize these overflows based on volume and develop a plan that will achieve a LOP necessary to meet CD requirements. This plan may include up to a 15-year LOP in some areas. These areas prioritized by volume will be addressed prior to the post construction monitoring phase.” EPA and MDE have indicated that they would be meeting in the near future to discuss the details associated with any proposed modifications to the consent decree and that a letter would be forthcoming once those details have been agreed to. The City submitted a letter dated, June 8th, 2012, to EPA and MDE acknowledging receipt of their e-mail on May 10. Further, the City requested a meeting to discuss the schedule, clarification regarding EPA’s intentions, and regular coordination moving forward. To date the City still awaits a response from EPA and MDE. By letter dated September 10, 2012, the U.S. Department of Justice provided a proposal to modify the CD, extending the compliance deadline and addressing other issues. On October 19, 2012, the EPA sent a letter to the City that included comments on the Integrated Planning Framework (IPF) presentation conducted by the City on September 24, 2012. On December 7, 2012, the City sent a letter to the Regulators regarding among other things the Sewershed Report Revisions and Integrated Planning. The City submitted the Sewershed Study and Plan Amendment n on December 31, 2012. Implementation The sewershed studies and the system-wide hydraulic model clearly demonstrate how the sewage flows generated in the County will impact the recommended improvements within the City. Unfortunately, the timing of the City’s and County’s Consent Decrees limits the ability to best represent the planned improvements in the County. More importantly, County flows could be significant and could render a number of the recommended hydraulic improvements ineffective in eliminating SSOs. Conversely, we understand that the County is planning to reduce wet-weather flows which could result in over-sized hydraulic improvement projects and excessive costs for our downstream facilities. Since an estimate of the reduction in wet-weather flows from the County is not available at this time, the City cannot model this benefit. Therefore, we believe that implementing hydraulic improvements in the sewersheds that are impacted by County flows would be premature, may not result in the most fiscally responsible approach for the City, and may not achieve the Consent Decree goal of eliminating SSO’s. The Final Sewershed Plans as submitted outlined how the City plans to implement all of the identified structural repairs and hydraulic improvement rehabilitation projects by January 1, 2016. However, the City believes this project scheduling ignores the inherent problem of lack of reliable Baltimore County hydraulic flow data crucial to five (5) of the City’s sewersheds. The remaining three (3) sewersheds have no or minimal impacts from County flow. In addition to flow impacts from the County, the February
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10, 2011, letter does not provide clear guidance for the City to evaluate all projects previously identified in the final sewershed plans. However, the City recognizes its responsibility to comply with the Clean Water Act and the Consent Decree, thus, the City is in good faith proceeding with some O&M related projects. These projects include designing other structural defect and hydraulic projects that will improve management of the collection system such as, cleaning and CIPP lining, point repairs, manhole rehabilitation, etc. The City plans on advancing executable projects that are not impacted by the design storm selection while the City and MDE/EPA determine how best to address the misaligned Baltimore County Consent Decree data and the appropriate level of protection selection approach for Baltimore City. The City will monitor the collection system and calibrate the model, perform additional hydraulic simulations and assess the impact of County flows on the City’s collection system, and determine the effectiveness of the selected construction projects and the effectiveness of projects implemented by the County. Doing so will allow the City to design and implement hydraulic improvements that more precisely comply with the intent of the Consent Decree, which is the elimination of SSOs. Appendix 2 of this Calendar Quarterly Report provides a status update for each of the construction projects being carried out under Paragraph 9 of the Consent Decree. The City will continue to coordinate with MDE and EPA to address the aforementioned issues and will revise the sewershed planning recommendations accordingly.
G. Progress Reports: Progress of work under Paragraph 9 is as reported herein.
Paragraph 10: Illegal Sewer Connections
A. Illegal Private Connections: During the calendar quarter ending December 31, 2012, Baltimore further addressed the list of suspected illegal connections to the collection system known to the City. The City had previously initiated enforcement actions for 14 suspected illegal connections by notifying the respective property owners of the suspected illegal connections and actions to be taken, as required by Paragraph 10.A of the Consent Decree. In accordance with the City’s enforcement plan, staff of Housing and Community Development (HCD) inspected these 14 properties and determined that two were not illegal connections, ten required dye/smoke testing for confirmation, and two required further evaluation. The City performed dye testing and determined that only 5 are illegal connections. Furthermore, the City has identified and confirmed 33 additional properties within the Western Run Sewershed with potential illegal storm water connections to the sanitary system.
The City has further researched the 38 illegal connections documented in the past Quarterly Reports and has determined that the results of the testing performed to date cannot differentiate between an illegal connection or a privately-owned portion of a customer service connection lateral. Dye testing performed did prove that sources of inflow are connected to the sewer; however, it was not determined whether the connections were via direct connections to the sewer pipe or via the privately owned portion of the lateral. As such, the City should not have positively identified these as
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illegal connections and requests approval to remove the 38 connections from the list in Appendix 3 until further investigation can be performed. In February 2010, the City completed its illegal connections investigations in the Jones Falls Sewershed, including the 38 potential connections in the Western Run Area previously provided in Appendix 3, plus an additional 25 as identified in the Jones Falls Collection System Sewershed Study and Plan, utilizing dye-testing, smoke testing along with CCTV inspections. Based upon these investigations out of the 63 previously suspected illegal connections, only two illegal connections were confirmed. These locations are, 6309 Greenspring Ave and 4424 Marble Hall Rd. 6309 Greenspring Ave: A letter was sent to the property owner on August 08, 2011 and a follow up letter was sent on January 5, 2012. The second letter was returned unclaimed. Dye testing confirmed the location is abated. 4424 Marble Hall Road: On August 11, 2008 while performing dye testing as part of their field investigations, the Herring Run Sewershed team identified an illegal sewer connection at 4424 Marble Hall Road. Once an illegal connection is identified, the approved Illegal Connection Enforcement and Implementation Plan will be adhered to. This illegal connection has been found to be located on private property. The City has contacted its Housing Department (HCD) to send the owner a notice to eliminate this illegal connection. Additional dye-testing was carried out in March 2011 to satisfy HCD requirements and a letter was sent to HCD on May 25, 2011, for further action. A Violation Notice was issued in July 2011. A meeting was held on July 28, 2011, with Marble Hall Apartment management to discuss the progress of eliminating the illegal connection. Per the management of the apartment complex, the connection was re-routed in August 2011. Follow up testing was carried out in September which indicated that the fix did not prevent storm water from getting into the sanitary sewers. The City attempted to coordinate with the property owner to fix the problem permanently but the property owner is not responsive. This location has been referred to the Code Enforcement Legal Section of HCD (ID 28567)
The City plans to perform supplemental investigation as part of the Paragraph 9 Sewershed Studies. Under these studies, each of these connections and any additional connections will be investigated and a distinction will be made between the two types of connections as noted herein.
B. Updated List of Illegal Connections: Appendix 3 contains the updated list of known
illegal connections.
C. Illegal Connection Enforcement and Implementation Plan: This requirement has been completed as reported in Quarterly Report No. 7.
D. In a letter dated May 05, 2003, MDE stated that they had reviewed the draft plan for
implementation and enforcement with regard to illegal connections and found it to be acceptable. As requested by MDE, the City is considering the merits of adding a provision to the Plan that would enable the City Department of Public Works to actually do disconnections themselves and bill people for the materials and labor as a last resort
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if they have a situation where flows may cause a SSO and there is no cooperation from the property owner. To date, the need for this has not occurred. EPA in its letter dated January 12, 2005 has approved the Illegal Sewer Connection Detection and Enforcement Plan.
E. Progress of work under Paragraph 10 is as reported herein.
F. Privately-Owned Portion of a Customer Service Connection Lateral: During the calendar quarter ending December 31, 2012, no privately-owned portion of a customer service connection was identified as a source of I/I that causes or contributes to an overflow from the collection system. During this same quarter, no owners of such laterals were notified of the need to repair, rehabilitate, replace or terminate their laterals, and no enforcement actions in regard to such laterals were pending.
Paragraph 11: Pumping Station Inspection, Rehabilitation, and Repair
A. Pumping Station Rehabilitation and Repair: As reported in Quarterly report No. 8,
all pumping station rehabilitation projects are complete. B. Pumping Station Inspection Procedures: During the calendar quarter ending
December 31, 2012, Baltimore inspected each of the eight pumping stations at least twice daily in accordance with Paragraph 11.B. All inspections were conducted in accordance with the inspection checklist attached as Appendix F to the Consent Decree, and completed inspection checklists are being maintained. All deficiencies noted during inspections were corrected within eight hours, or a work order was issued for correction. A listing of these work orders is attached as Appendix 4 to this Calendar Quarterly Report.
As reported in Quarterly Report No. 8, the project to upgrade the SCADA system for remote monitoring of pumping stations is completed. As such, the City of Baltimore recognizes that once daily pumping station inspections will satisfy the requirements of the Consent Decree in accordance with Paragraph 11.B.i.
C. Pumping Station Remote Monitoring: As of December 31, 2012, Baltimore continuously monitored pumping station data in accordance with Paragraph 11.C. of the Consent Decree. Alarm data was electronically archived.
D. Pumping Station Equipment Inventory: As of December 31, 2012, all pumps,
motors, bar screens, sensors and other critical components of Baltimore’s pumping stations had been assigned unique equipment identification numbers. These numbers are recorded in the maintenance information management system (“MIMS”) operated by Baltimore’s Wastewater Facilities Division.
E. Pumping Station Preventative Maintenance: The MIMS system operated by
Baltimore’s Wastewater Facilities Division automatically generates work orders for preventive maintenance at Baltimore’s eight pumping stations, including standard
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operating procedures and parts lists. During the calendar quarter ending December 31, 2012, the MIMS system was used to initiate and track scheduled preventive maintenance activities at the pumping stations.
During the calendar quarter ending December 31, 2002, a procedure for determining the cause of equipment and/or system failures was submitted as required by Paragraph 11.E.ii of the Consent Decree.
F. Pumping Station Operation and Maintenance Manuals: As of December 31, 2012, operations and maintenance (“O&M”) manuals for each of Baltimore’s eight pumping stations were up to date, reflecting current station configuration, equipment, and characteristics. Operating parameter value ranges for each pumping station are available in the standard operating procedures (“SOPs”) for that pumping station, which are posted at the pumping station and considered part of the O&M manual. Pump run times are kept in the log books at each pumping station.
G. Progress Reports: Table 11-1 Summarizes the status of Baltimore’s pumping station
inspection and repair program during the calendar quarter ending December 31, 2012.
Table 11-1: Pumping Station Inspection and Repair Program
Pumping Station
Date of Inspection Completion
Date of Repair
Completion Repairs or
Improvements No. of
Overflows
Eastern Avenue
All Pumping Stations
inspected twice per day throughout reporting
period
See Appendix 4 See Appendix 4
None Brooklyn None Dundalk None Jones Falls None Locust Point None Quad Avenue None McComas None Westport None
Progress toward installation of the new SCADA system for remote monitoring of pumping stations is reported in item 11.C above
Paragraph 12: Collection and Transmission System Model
A. The hydraulic modeling task for each sewershed will be performed utilizing the previously-selected hydraulic modeling software package: InfoWorks, marketed by Wallingford Software.
B. Model Elements: The InfoWorks hydraulic modeling package is fully compliant with
the requirements listed in Paragraph 12.B.i of the Consent Decree.
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C. Model Project Approach Report: This draft Report was submitted by the February 27, 2003 milestone date (150 days from the Date of Entry of the Consent Decree).
D. EPA in its letter dated January 12, 2005 has approved the Model Project Approach Report. Baltimore has initiated implementation of the Model Project Approach Report. The first phase of model implementation, involving the migration of the four models developed as part of previous sewershed studies into an InfoWorks environment, is underway.
E. Model Certification: Baltimore will complete implementation of the Model for each
sewershed on or before submission of the respective Sewershed Study and Plan required under Paragraph 9, and will certify the model for each sewershed at that time.
F. Progress Report: The City continued development and enhancement of the
model during this Quarterly period.
Paragraph 13: Collection System Operation and Maintenance
A. During the calendar quarter ending December 31, 2012, Baltimore continued to review current practices and procedures for collection system operation and maintenance, and to identify any changes that are needed for full compliance with the requirements of Paragraph 13.A. of the Consent Decree.
B. The draft Operations and Maintenance Program Report required under Paragraph 13.B.
of the Consent Decree was submitted in accordance with the milestone date of January 28, 2003 (120 days from the Date of Entry of the Consent Decree). MDE has indicated approval of this draft Report; EPA has also approved this report in its letter dated January 12, 2005.
C. The City of Baltimore has implemented root and grease control programs after approval
of chemical products that will be used as part of the cleaning for root and grease problem areas. Those pipes that are found to have root and grease problems are being treated under these programs and recorded/tracked in the GIS system.
D. Progress Reports: The implementation period of the Operations and Maintenance
Plan was completed in July 2006. The City submitted the Year 1 Annual Report on October 30, 2007, which covered the time period from July 2006 to July 2007. This report includes all elements as specified in this section of the Consent Decree. The Year 2 Annual Report was submitted on October 30, 2008 and it covers the time period from July 2008 to June 2009. The Year 3 Annual Report was submitted to EPA/MDE and DOJ on October 27, 2009. The City of Baltimore submitted the fourth annual progress report, on October 28, 2010. The fifth annual progress report was submitted to EPA/MDE on October 21, 2011.
Civil Action No. JFM-02-1524 15 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
Paragraph 14: Information Management System Program
A. During the calendar quarter ending December 31, 2012, Baltimore continued to develop an information management system that will facilitate engineering analysis, evaluation, operation and maintenance of the collection system.
B. Geographic Information System: On September 24, 2004, Baltimore demonstrated
to EPA and MDE that the GIS is fully functioning and capable of displaying the information described in Paragraph 14.B.i through iv.
C. 500 Scale Maps: This requirement has been completed as reported in Quarterly
Report No. 7. D. Global Positioning System: Water and Wastewater Maintenance crews are equipped
with eight global positioning system (“GPS”) units for use in collection system maintenance. A standard operating procedure (SOP) has been developed for the use of these units in locating collection system components. Maintenance crews have received appropriate training to use the GPS units.
E. Inventory of Collection System Components: On September 24, 2004, Baltimore
demonstrated to EPA and MDE that the GIS is fully functioning and capable of displaying the information described in Paragraph 14.E for each component.
F. Update Inventory of Collection System Components: Within ninety (90) days of
completion of inspection or rehabilitation of a collection system component as required under Paragraph 9, Baltimore will update the collection system inventory.
G. Progress Reports: Development of the Baltimore collection system inventory
database continued throughout the calendar quarter ending December 31, 2012. Most of the information currently in the database has been taken from record documents (for example, “as-built” drawings). This information will be verified and supplemented with field inspection data/information, and all required database fields are being populated, as part of the Sewershed Studies required under Paragraph 9 of the Consent Decree. Progress toward implementation of the GIS is reported in Item 14.B. above.
Paragraph 15: Valve Inspection and Repair Program
A. All requirements of Paragraph 15 have been completed as summarized in Quarterly Report No. 7.
B. Progress Reports: All requirements of Paragraph 15 have been completed as noted in
Appendix H of Consent Decree.
Civil Action No. JFM-02-1524 16 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
Paragraph 16: Emergency Response Plan – Un-permitted Discharges
A. Emergency Response Plan (ERP): Baltimore has developed and implemented an Emergency Response Plan for protection of public health and the environment in the event of an un-permitted discharge from the wastewater collection system.
B. This requirement has been completed as reported in Quarterly Report No. 7. C. The EPA and MDE reviewed the draft Emergency Response Plan, and review comments
were forwarded to Baltimore in a letter from EPA Region 3 received by Baltimore on July 23, 2002. The City of Baltimore revised the draft Emergency Response Plan accordingly by responding to the review comments within the 30-day requirement established by Paragraph 16.C. of the Consent Decree. MDE and EPA granted approval of the Plan in separate letters received by Baltimore on May 5, 2003, and May 14, 2003, respectively. As of the June 13, 2003 milestone date for implementation of the Plan (30 days from final approval), 70 copies of the Plan had been produced and distributed to appropriate staff.
D. Yearly Review and Update: During the Calendar Quarter ending September 30,
2007, the City submitted the Yearly Update for 2007. The 2008 update was submitted on December 26, 2008. The City of Baltimore submitted updates to the ERP for 2009 on December 28, 2009. The 2010 annual updates to the ERP were submitted to the Regulators on December 28, 2010. The 2011 annual updates to the ERP were submitted to the Regulators on December 23, 2011. The 2012 annual updates to the ERP were submitted to the Regulators on December 21, 2012.
E. No portion of the Emergency Response Plan is in dispute at this time, and Baltimore has implemented the Plan in its entirety.
Paragraph 17: Reporting of Discharge Events and Recordkeeping
A. During the calendar quarter ending December 31, 2012, Baltimore has complied with
the reporting requirements for overflows from the wastewater collection system as established by Paragraph 17 of the Consent Decree, by NPDES Permit Numbers 21555 and 21601, by State Discharge Permit Numbers 89-DP-0581 and 93-DP-0580A, and by State and Federal regulations. Oral notifications of overflows were made to MDE within 24 hours that Baltimore first became aware of them, and written reports were forwarded within 5 days. A summary of reported overflows for the calendar quarter ending December 31, 2012 is provided in Appendix 5.
B. During the calendar quarter ending December 31, 2012, Baltimore maintained a
monitoring, sampling, analysis and reporting program to monitor water quality in Baltimore surface water. This program is administered by the Water Quality Management Section of the Environmental Services Division in accordance with the requirements of the NPDES referenced in item 17.A. above. Monitoring results are published annually in Baltimore’s Water Quality Report.
Civil Action No. JFM-02-1524 17 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
C. Records of all sanitary sewer overflows from Baltimore’s collection system during the
calendar quarter ending December 31, 2012, are being maintained in accordance with the requirements of Paragraph 17.C.
D. Copies of all written reports prepared pursuant to Paragraph 17 will be maintained for a
minimum of 5 years, as required by Paragraph 17.D. C. DESCRIPTION OF ANTICIPATED PROBLEMS WITH SECTION
VI REQUIREMENTS
Issues and concerns related to Paragraph 8 construction projects are reported above in the Paragraph 8 section of this Calendar Quarterly Report. As of December 31, 2012, there were no other anticipated problems with Section VI requirements to report.
D. DESCRIPTION OF SEP ACTIVITIES
The study and 30% design for the Patapsco Wastewater Treatment Plant Enhanced Nutrient Removal (ENR) project was completed and submitted to Maryland Department of the Environment (MDE) and US EPA Region III (EPA) in September 2004. The MDE letter approving the 30% design for the Patapsco Wastewater Treatment Plant was on December 01, 2004. The EPA letter approving the 30% design was on received May 24, 2005. The consultant agreement for the design of the Patapsco Wastewater Treatment Plant ENR project was approved by the City’s Board of Estimates on December 21, 2005. As of the calendar quarter ending December 31, 2012, SC 845 - BAF and tertiary PS bids were rejected and the project was re-advertised in December 2011 and bids were received on February 15, 2012. Notice to Proceed (NTP) for construction was issued on August 1, 2012 and the estimated construction completion date is February 2015. SC 852 - Denitrification filters project was advertised on March 27, 2009 and the bids were rejected. This project was re-advertised on October 13, 2009 and the successful bidder was awarded the NTP on December 29, 2009. This project is currently in the construction phase. The estimated construction completion date is July 2013. In addition, the City has selected the consultant for engineering services for SC 855 - ENR Modifications to the Existing Facilities at the Patapsco Wastewater Treatment Plant. As of the calendar quarter ending December 31, 2012, this contract was advertised on April 30, 2010, and bids were due on September 30, 2010. The construction NTP was issued on February 22, 2011. This project is currently in the construction phase. The estimated construction completion date is May 2013.
Civil Action No. JFM-02-1524 18 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
E. ADDITIONAL MATTERS FOR THE ATTENTION OF THE EPA AND MDE
As of the calendar quarter ending December 31, 2012 the City of Baltimore has updated the Sanitary Discharges of Unknown Origin (SDUO) tracking sheet to the Quarterly Report per the requirements of the policy letter by EPA and MDE dated March 31, 2009. The details of these sites are located in the SDUO tracking sheets in Appendix 5. The City provided a response to MDE/EPA and requested additional time to research and develop possible methods of quantifying SDUOs in a letter dated April 30, 2009. The City submitted the SDUO Quantification Protocol to MDE and EPA for review, comments and approval on August 06, 2009. EPA/MDE issued a SDUO Quantification Protocol comment letter on December 21, 2009. The City of Baltimore issued a response letter to EPA/MDE on February 16, 2010. EPA/MDE approved the quantification protocol on October 12, 2010, and requested that the City apply the protocol to all resolved and outstanding SDUO sites since October 30, 2008, and to all future SDUOs. The City submitted a final approved copy of the SDUO Quantification Protocol to MDE/EPA on November 18, 2010 and sent in the application of the SDUO Protocol on December 28, 2010.
Civil Action No. JFM-02-1524 19 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
APPENDIX 1
STATUS OF PARAGRAPH 8
CONSTRUCTION PROJECTS
APPE
NDIX
1ST
ATUS
OF
PAR
AGR
APH
8 C
ONS
TRUC
TIO
N PR
OJE
CTS
As o
f Dec
embe
r 31,
201
2
App
endi
x 1
- 1N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
PRO
J.
ID N
O.
PRO
JEC
TD
ESC
RIP
TIO
N A
ND
REM
ARK
S
DAT
E C
ON
STR
UC
TIO
N
CO
NTR
ACT
ADVE
RTI
SED
DAT
E O
F PR
ACTI
CAL
C
OM
PLET
ION
DAT
E SS
O
STR
UC
TUR
ES
ELIM
INAT
EDSS
O/C
SO S
TRU
CTU
RES
ELI
MIN
ATED
STAT
US
1W
este
rn R
un In
terc
epto
r (JP
I Bra
nch)
Sani
tary
Con
tract
Nos
. 760
& 7
89
1. In
stal
l app
roxi
mat
ely
880
linea
r fee
t of 3
0-in
ch p
aral
lel r
elie
f sew
er fr
om J
PIB4
9 to
JPI
10 (a
long
JPI
90A-
JPI9
4) (S
C76
0)2.
Inst
all a
ppro
xim
atel
y 9,
400
linea
r fee
t of 2
1- to
24-
inch
par
alle
l rel
ief s
ewer
from
JPI
20 to
JPI
65 (S
C78
9)3.
Reh
abili
tate
app
roxi
mat
ely
3,30
0 lin
ear f
eet o
f exi
stin
g 18
-inch
sew
er fr
om J
PI07
to J
PI20
(SC
789)
June
30,
200
2Ju
ne 3
0, 2
004
June
30,
200
5El
imin
ates
SSO
nos
. 21,
22,
23,
24
and
29C
ompl
ete
2U
pper
Jon
es F
alls
Inte
rcep
tor
(Nor
th &
Sou
th o
f Pep
si C
ola
Plan
t)Sa
nita
ry C
ontra
ct N
os. 7
72 &
824
1. R
ehab
ilita
tion
of a
ppro
xim
atel
y 1,
800
linea
r fee
t of e
xist
ing
42- t
o 48
-inch
sew
er lo
cate
d be
twee
n JP
01 (M
t. W
ashi
ngto
n Fl
ume)
and
JP1
0, a
nd a
ppro
xim
atel
y 6,
570
linea
r fee
t of 4
8- to
60-
inch
sew
er lo
cate
d be
twee
n JP
42 a
nd th
e JP
70.
Rep
lace
men
t of a
ppro
xim
atel
y 1,
900
linea
r fee
t of 4
8" s
ewer
bet
wee
n JP
10 a
nd J
P18,
and
ap
prox
imat
ely
1,55
0 lin
ear f
eet o
f 60"
sew
er b
etw
een
JP70
and
the
Jone
s Fa
lls P
umpi
ng S
tatio
n (S
C 7
72).
2. R
epla
cem
ent o
f app
roxi
mat
ely
7,08
0 lin
ear f
eet o
f 48-
inch
sew
er b
etw
een
JP18
and
JP4
2 (S
C 8
24).
3. M
anho
le a
nd s
tream
ban
k re
stor
atio
n.
June
30,
200
4D
ecem
ber 2
7, 2
006
12/3
0/20
08 *
*El
imin
ates
SSO
Nos
. 33
and
34
SC 7
72- P
ract
ical
Com
plet
ion
was
ach
ieve
on
June
30,
20
06.
S
C 8
24 -
Con
stru
ctio
n Ph
ase*
* Le
tter s
ent t
o M
DE
and
EPA
on 6
-25-
07 re
ques
ting
an
exte
nsio
n of
the
SSO
elim
inat
ion
date
to D
ecem
ber
2008
. MD
E re
spon
se le
tter a
ppro
ving
ext
ensi
on w
as
rece
ived
on
Sept
embe
r 5, 2
007.
Elim
inat
ed S
SO N
os
33 a
nd 3
4 on
12/
10 a
nd 1
2/23
/08,
resp
ectiv
ely.
3
New
Jon
es F
alls
For
ce M
ain/
Pres
sure
Se
wer
- Lo
wer
Sec
tion
and
Valv
es
impr
ovem
ents
of e
xist
ing
forc
e/pr
essu
re s
ewer
Sani
tary
Con
tract
Nos
. SC
779
& SC
805
1. R
epla
cem
ent o
f app
roxi
mat
ely
1600
line
ar fe
et o
f for
ce m
ain/
pres
sure
sew
er in
Bro
adw
ay fr
om O
liver
to E
ast
Cha
se S
treet
con
nect
ing
to H
igh
Leve
l sew
er (S
C 7
79)
2. Im
prov
emen
ts to
gat
e va
lves
, blo
w-o
ff va
lves
and
air
rele
ase
valv
es fo
r exi
stin
g fo
rce
mai
n/pr
essu
re s
ewer
(S
C 8
05)
Dec
embe
r 30,
200
2Ju
ne 3
0, 2
004
6/30
/200
5 - S
EE
STAT
US
Con
tribu
tes
to e
limin
atio
n of
SSO
No.
5SS
O N
o. 5
can
not b
e el
imin
ated
unt
il pr
ojec
ts 4
and
5
are
com
plet
ed.
4Jo
nes
Falls
Pum
ping
Sta
tion
Forc
e M
ain/
Pres
sure
Sew
erSa
nita
ry C
ontra
ct N
o. 8
00
Upg
rade
exi
stin
g fo
rce
mai
ns/p
ress
ure
sew
er to
han
dle
incr
ease
d flo
ws
from
reha
bilit
ated
/upg
rade
d Jo
nes
Falls
Pu
mpi
ng S
tatio
n as
wel
l as
addi
tiona
l flo
ws
from
pos
sibl
e fu
ture
pum
ping
sta
tions
in S
tony
Run
and
alo
ng th
e JG
A br
anch
June
30,
200
512
/29/
2007
**M
ay 2
,200
8C
ontri
bute
s to
elim
inat
ion
of S
SO N
o. 5
Con
stru
ctio
n Ph
ase*
* Le
tter s
ent t
o M
DE
and
EPA
on 6
-11
-07
requ
estin
g ad
ditio
nal 9
0 da
y pr
actic
al c
ompl
etio
n ex
tens
ion
to D
ecem
ber 2
007.
MD
E re
spon
se le
tter
appr
ovin
g ad
ditio
nal e
xten
sion
rece
ived
Sep
tem
ber 5
, 20
07.
Lette
r sen
t to
MD
E an
d EP
A o
n 12
/17/
07
requ
estin
g ad
ditio
nal 6
0 da
y ex
tens
ion
for p
ratic
al
com
plet
ion.
Pra
ctic
al c
ompl
etio
n oc
cure
d on
1/
23/0
8. E
xten
sion
requ
est a
ppro
val g
rant
ed b
y M
DE
in a
lette
r dat
ed A
pril
15, 2
010.
Aw
aitin
g re
spon
se fr
om E
PA.
5Jo
nes
Falls
Pum
ping
Sta
tion
Sani
tary
Con
tract
No.
822
Upg
rade
exi
stin
g pu
mpi
ng s
tatio
n to
han
dle
at le
ast 5
0 m
gdD
ecem
ber 3
0, 2
005
12/2
9/20
07**
June
30,
200
8El
imin
ates
SSO
No.
5
Con
stru
ctio
n Ph
ase*
* Le
tter s
ent t
o M
DE
and
EPA
on 6
-11
-07
requ
estin
g ad
ditio
nal 9
0 da
y pr
actic
al c
ompl
etio
n ex
tens
ion
to D
ecem
ber 2
007.
MD
E re
spon
se le
tter
appr
ovin
g ad
ditio
nal e
xten
sion
rece
ived
Sep
tem
ber 5
, 20
07.
Beni
ficia
l Occ
upan
cy a
chie
ved
11/1
6/07
.
6
Elim
inat
ion
of C
olle
ctio
n Sy
stem
O
verfl
ows
in U
pper
Jon
es F
alls
Se
wer
shed
Sani
tary
Con
tract
No.
876
Asse
ss h
ydra
ulic
s an
d de
sign
impr
ovem
ents
to a
reas
adj
acen
t to
over
flow
sEx
istin
g on
-cal
l co
ntra
ctJu
ne 3
0, 2
003
June
30,
200
4El
imin
ates
SSO
Nos
. 20,
31,
32
and
36C
ompl
ete
UPP
ER J
ON
ES F
ALLS
SEW
ERSH
ED
APPE
NDIX
1ST
ATUS
OF
PAR
AGR
APH
8 C
ONS
TRUC
TIO
N PR
OJE
CTS
As o
f Dec
embe
r 31,
201
2
App
endi
x 1
- 2N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
PRO
J.
ID N
O.
PRO
JEC
TD
ESC
RIP
TIO
N A
ND
REM
ARK
S
DAT
E C
ON
STR
UC
TIO
N
CO
NTR
ACT
ADVE
RTI
SED
DAT
E O
F PR
ACTI
CAL
C
OM
PLET
ION
DAT
E SS
O
STR
UC
TUR
ES
ELIM
INAT
EDSS
O/C
SO S
TRU
CTU
RES
ELI
MIN
ATED
STAT
US
7Lo
wer
Jon
es F
alls
Inte
rcep
tor
(Upp
er P
ortio
n of
Gra
vity
Mai
nlin
e)Sa
nita
ry C
ontra
ct N
os. 7
73 &
818
1. In
stal
l app
roxi
mat
ely
7,90
0 lin
ear f
eet o
f 18-
to 2
4-in
ch p
aral
lel r
elie
f sew
er fr
om J
G03
0 (n
ear J
ones
Fal
ls
Pum
ping
Sta
tion)
to J
G06
1 (a
t the
con
nect
ion
of th
e JG
E br
anch
) (SC
818)
2. R
ehab
ilita
tion
of a
ppro
xim
atel
y 16
,500
line
ar fe
et o
f exi
stin
g se
wer
rang
ing
from
12-
to 5
0-in
ch (S
C77
3)3.
Inve
rted
siph
on re
habi
litat
ion
in F
alls
Roa
d (m
anho
le J
G06
2) (S
C77
3)4.
Stre
am b
ank
rest
orat
ion
alon
g U
nion
Ave
nue
near
Mea
dow
Mill
s at
Woo
dber
ry
July
31,
200
3Ju
ne 3
0, 2
006
2/28
/10*
**El
imin
ates
SSO
No.
67
Post
Con
stru
ctio
n M
onito
ring
Phas
e. M
onito
ring
perio
d is
ext
ende
d at
one
site
.
8
Ston
y R
un In
terc
epto
r and
Pum
ping
St
atio
n (J
GF
Bran
ch)*
*Sa
nita
ry C
ontra
ct N
o. 8
19, 8
38, 8
39 &
84
7
1. C
onst
ruct
a 2
0 m
gd c
apac
ity p
umpi
ng s
tatio
n ne
ar D
epar
tmen
t of P
ublic
Wor
ks S
olid
Was
te S
ite n
ear t
he
inte
rsec
tion
of 2
9th
Stre
et a
nd S
isso
n St
reet
.2.
Inst
all a
ppro
xim
atel
y 1,
200
linea
r fee
t of 2
4-in
ch fo
rce
mai
n fro
m n
ew p
umpi
ng s
tatio
n to
JFP
S pr
essu
re
sew
er [l
engt
h de
pend
s on
loca
tion
of p
umpi
ng s
tatio
n]3.
Par
alle
l app
roxi
mat
ely
10,8
00 li
near
feet
of e
xist
ing
sew
er fr
om s
outh
of C
olds
prin
g La
ne (J
GF4
8) to
the
new
pu
mpi
ng s
tatio
n w
ith 1
8 to
36-
inch
sew
er
Dec
embe
r 30,
200
5
(SC
-819
& 8
38)
Ju
ne 3
0, 2
006
*
(SC
-839
& 8
47)
5/31
/200
9***
2/28
/10*
**C
ontri
bute
s to
elim
inat
ion
of S
SO N
o. 7
2;
elim
inat
es S
SO N
o. 1
29
Pra
ctic
al c
ompl
etio
n w
as a
chei
ved
on M
ay 2
9,
2009
for t
he lo
wer
por
tion
of th
e St
ony
Run
in
terc
epto
r (SC
- 83
9).
Non
-CD
por
tion
of th
e pr
ojec
t is
near
ly c
ompl
ete.
Flo
w m
onito
r ins
talle
d at
new
Sto
ny R
un P
ump
Stat
ion
on A
ugus
t 26,
20
09.
The
City
sub
mitt
ed a
n ex
tens
ion
requ
est t
o EP
A a
nd M
DE
for S
SO 6
7 an
d 72
dat
ed F
ebru
ary
16, 2
010
requ
estin
g an
ext
ensi
on to
Feb
ruar
y 28
, 20
11.
The
City
furt
her s
ubm
itted
ano
ther
ext
ensi
on
lette
r dat
ed F
ebru
ary
15, 2
011
requ
estin
g an
ex
tens
ion
to J
une
29, 2
019
to a
llow
for a
dequ
ate
time
for t
he C
ity to
com
plet
e th
e h
ydra
ulic
re
stric
tion
proj
ect a
t the
BR
-WW
TP, w
hich
the
City
be
lieve
s is
a m
ajor
con
trib
utor
to n
ot b
eing
abl
e to
el
imin
ate
thes
e SS
Os.
9
Mar
ylan
d Av
enue
Inte
rcep
tor (
JGB
Bran
ch)
Sani
tary
Con
tract
No.
799
1. R
epla
ce (u
psiz
e) a
ppro
xim
atel
y 4,
400
linea
r fee
t of e
xist
ing
12- t
o 24
-inch
sew
er w
ith n
ew 2
1- to
36-
inch
se
wer
alo
ng b
ranc
h in
terc
epto
r, ex
clud
ing
prop
osed
901
N. H
owar
d pr
ojec
t are
a2.
Impr
ovem
ents
to s
ipho
n/SS
O N
o. 1
25 u
nder
I-83
(JG
B18-
JGB1
9)3.
Sew
er re
plac
emen
t may
requ
ire c
ross
ing
the
CLR
L
Dec
embe
r 30,
200
3Ju
ly 1
4, 2
005
*Ju
ne 3
0, 2
006
Elim
inat
es S
SO N
os. 6
9 &
125
Com
plet
e
10G
reen
mou
nt A
venu
e In
terc
epto
r (JG
A Br
anch
)*Sa
nita
ry C
ontra
ct N
o. 8
20, 8
33
1. In
stal
l app
roxi
mat
ely
7,32
5 lin
ear f
eet o
f 36
to 4
2-in
ch p
aral
lel r
elie
f sew
er fr
om B
onap
arte
Ave
nue
to th
e H
igh
leve
l Int
erce
ptor
on
Eage
r Stre
et.
2. L
ine
appr
oxim
atel
y 6,
000
linea
r fee
t of 1
5- to
33-
inch
exi
stin
g se
wer
.
Dec
embe
r 30,
200
512
/27/
07 *
*2/
28/1
0***
Con
tribu
tes
to e
limin
atio
n of
SSO
No.
72
Con
stru
ctio
n Ph
ase.
SC
833
-Ext
ensi
on le
tter w
as
sent
on
12-7
-07
for a
90
day
exte
nsio
n th
roug
h M
arch
29,
200
8. T
his
exte
nsio
n w
as a
ppro
ved
and
a su
bseq
uent
ext
ensi
on fo
r 90
days
, thr
ough
Jun
e 27
, 200
8 w
as s
ubm
itted
. A
wai
ting
resp
onse
from
M
DE/
EPA
. Pr
actic
al c
ompl
etio
n ac
heiv
ed o
n M
ay
27, 2
008.
Mon
itorin
g pe
riod
bega
n Ju
ly 2
5, 2
008.
In
a le
tter d
ated
11/
08/2
011,
EPA
app
rove
d th
e m
inor
sc
hedu
le m
odifi
catio
n.
11
Elim
inat
ion
of S
ipho
n Bl
owof
f (S
ipho
n N
o. 6
- so
uth
of N
orth
Ave
nue
Brid
ge,
wes
t of R
R tr
acks
)Sa
nita
ry C
ontra
ct N
o. 8
30
1. C
lean
ing
and
insp
ectio
n of
sip
hon
with
repa
irs a
s ne
cess
ary.
2. E
limin
atio
n of
blo
w-o
ff.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
004
June
30,
200
5El
imin
ates
SSO
No.
68
Com
plet
e
* App
rove
d by
MD
E\EP
A. *
* App
rove
d by
MD
E, **
*App
rove
d by
EPA
12
Moo
res
Run
Inte
rcep
tor -
Mid
dle
Sect
ion
Stor
m W
ater
Con
tract
Nos
. 774
6 an
d 77
51
Con
stru
ctio
n of
app
roxi
mat
ely
400
linea
r fee
t of 1
8-in
ch, a
ppro
xim
atel
y 60
0 lin
ear f
eet o
f 21-
inch
, app
roxi
mat
ely
4900
line
ar fe
et 2
4-in
ch, a
ppro
xim
atel
y 10
00 li
near
feet
of 2
7-in
ch, a
nd a
ppro
xim
atel
y 10
0 lin
ear f
eet o
f 30-
inch
se
wer
to re
plac
e ex
istin
g in
terc
epto
rJu
ne 3
0, 2
003
July
14,
and
Sep
t 2, 2
005*
*Ju
ne 3
0, 2
006
Con
tribu
tes
to e
limin
atio
n of
SSO
Nos
. 118
and
11
9C
ompl
ete
13M
oore
s R
un In
terc
epto
r - L
ower
Se
ctio
nSa
nita
ry C
ontra
ct N
o. 8
01 a
nd 8
43
Con
stru
ctio
n of
app
roxi
mat
ely
6900
line
ar fe
et o
f 42-
inch
, app
roxi
mat
ely
2700
line
ar fe
et o
f 36-
inch
sip
hon,
and
ap
prox
imat
ely
3700
line
ar fe
et o
f 54-
inch
sew
er to
repl
ace
the
exis
ting
inte
rcep
tor
June
30,
200
5Ju
ne 3
0, 2
007
June
30,
200
8El
imin
ates
SSO
No.
93
and
94C
onst
ruct
ion
Phas
e - C
ompl
ete
14M
oore
s R
un In
terc
epto
r - U
pper
Se
ctio
nSa
nita
ry C
ontra
ct N
o. 8
17
Con
stru
ctio
n of
app
roxi
mat
ely
1700
line
ar fe
et o
f 18-
inch
and
app
roxi
mat
ely
2200
line
ar fe
et o
f 21-
inch
sew
er to
re
plac
e th
e ex
istin
g in
terc
epto
rJu
ne 3
0, 2
004
June
30,
200
5Ju
ne 3
0, 2
006
Con
tribu
tes
to e
limin
atio
n of
SSO
Nos
. 118
and
11
9C
ompl
ete
15El
imin
atio
n of
Col
lect
ion
Syst
em
Ove
rflow
s in
Her
ring
Run
Sew
ersh
edAs
sess
hyd
raul
ics
and
desi
gn im
prov
emen
ts to
are
as a
djac
ent t
o ov
erflo
ws
Exis
ting
on-c
all
cont
ract
June
30,
200
3Ju
ne 3
0, 2
004
Elim
inat
es S
SO N
os. 8
8 an
d 10
9C
ompl
ete
16
Elim
inat
ion
of S
ipho
n Bl
owof
fs (S
ipho
n N
o. 2
- Ba
y Vi
ew Y
ard
sout
h of
RR
tra
cks;
Sip
hon
No.
4 -
Bow
leys
La
ne/M
orav
ia R
oad)
Sani
tary
Con
tract
No.
830
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
repa
irs a
s ne
cess
ary.
2. E
limin
atio
n of
blo
w-o
ffs.
On-
call
cont
ract
June
30,
200
4Ju
ne 3
0, 2
005
Elim
inat
es S
SO N
os. 9
2C
ompl
ete*
HER
RIN
G R
UN
SEW
ERSH
ED
LOW
ER J
ON
ES F
ALLS
SEW
ERSH
ED
APPE
NDIX
1ST
ATUS
OF
PAR
AGR
APH
8 C
ONS
TRUC
TIO
N PR
OJE
CTS
As o
f Dec
embe
r 31,
201
2
App
endi
x 1
- 3N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
PRO
J.
ID N
O.
PRO
JEC
TD
ESC
RIP
TIO
N A
ND
REM
ARK
S
DAT
E C
ON
STR
UC
TIO
N
CO
NTR
ACT
ADVE
RTI
SED
DAT
E O
F PR
ACTI
CAL
C
OM
PLET
ION
DAT
E SS
O
STR
UC
TUR
ES
ELIM
INAT
EDSS
O/C
SO S
TRU
CTU
RES
ELI
MIN
ATED
STAT
US
17
Pow
der M
ill S
yste
m Im
prov
emen
ts
incl
udin
g G
FG b
ranc
h in
Gw
ynns
Fal
ls
Sew
ersh
edSa
nita
ry C
ontra
ct N
os. 7
77 &
804
Reh
abili
tatio
n of
app
roxi
mat
ely
12,0
00 li
near
feet
of 1
2- to
24-
inch
con
veya
nce
pipi
ng (S
C77
7) a
nd
appr
oxim
atel
y 33
,000
line
ar fe
et o
f 8- t
o 10
-inch
col
lect
ion
pipi
ng (S
C80
4)
June
30,
200
3Ju
ne 3
0, 2
006
June
30,
200
7El
imin
ates
SSO
Nos
. 28P
, 29P
and
33P
Com
plet
e
18D
ead
Run
Sys
tem
Impr
ovem
ents
DR
A Br
anch
Sani
tary
Con
tract
No.
788
, 825
Cle
an, i
nspe
ct a
nd re
habi
litat
e of
app
roxi
mat
ely
20,0
00 li
near
feet
of 1
2- to
24-
inch
con
veya
nce
pipi
ng (C
OE)
an
d ap
prox
imat
ely
11,0
00 li
near
feet
of 8
- to
12-in
ch c
olle
ctio
n pi
ping
(SC
788)
.Ju
ne 3
0, 2
003
June
30,
200
6Ju
ne 3
0, 2
007
Elim
inat
es S
SO N
os. 1
6P a
nd 1
7PC
ompl
ete
19M
aide
ns C
hoic
e In
terc
epto
rSa
nita
ry C
ontra
ct N
o. 8
26C
lean
, ins
pect
, and
reha
bilit
ate
12,4
00 li
near
feet
of 1
2- to
24-
inch
con
veya
nce
pipi
ng.
On-
call
cont
ract
June
30,
200
7Ju
ne 3
0, 2
008
Elim
inat
es S
SO N
os. 2
3P a
nd 2
4PC
onst
ruct
ion
Phas
e - C
ompl
ete
20
Elim
inat
ion
of S
ipho
n Bl
owof
fs (S
ipho
n N
o. 1
1 - A
nnap
olis
Roa
d an
d C
lare
St
reet
; Sip
hon
No.
12
- Che
shol
m R
d.
wes
t of F
rank
linto
wn
Rd.
) SC
No.
827
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
repa
irs a
s ne
cess
ary.
2. E
limin
atio
n of
blo
w-o
ffs.
On-
call
cont
ract
June
30,
200
4Ju
ne 3
0, 2
005
Elim
inat
es S
SO N
os. 8
4 an
d 22
PC
ompl
ete*
21
Wal
broo
kSa
nita
ry C
ontra
ct N
o. 7
80Im
plem
enta
tion
of L
ong
Term
Con
trol P
lan
and
com
bine
d se
wer
sep
arat
ion
desi
gn in
Wal
broo
k ar
eaJu
ne 3
0, 2
002
June
30,
200
3El
imin
ates
CSO
No.
21P
Com
plet
e
22Fo
rest
Par
kSa
nita
ry C
ontra
ct N
os. 7
80 a
nd 8
13Im
plem
enta
tion
of L
ong
Term
Con
trol P
lan
and
com
bine
d se
wer
sep
arat
ion
desi
gn in
For
est P
ark
are
aD
ecem
ber 3
0, 2
003
June
30,
200
5Ju
ne 3
0, 2
006
Elim
inat
es C
SO N
o. 1
3P a
nd S
SO N
os. 1
0P,
11P,
12P
, 18P
, 19P
, 25P
, 26P
, 27P
and
31P
.
SSO
Nos
. 10P
, 18P
, 19P
& 3
1P a
re e
limin
ated
.C
ompl
ete
23G
wyn
ns R
un In
terc
epto
rSa
nita
ry C
ontra
ct N
o. 8
12Im
prov
emen
ts to
the
Gw
ynns
Run
Inte
rcep
tor
Dec
embe
r 30,
200
4Fe
brua
ry 2
5, 2
007
12/2
7/20
07**
Elim
inat
es S
SO N
os. 1
06,1
07 a
nd 1
30C
ompl
ete
24G
wyn
ns R
un S
yste
m Im
prov
emen
tsSa
nita
ry C
ontra
ct N
o. 8
07As
sess
hyd
raul
ics
and
desi
gn im
prov
emen
ts to
are
as a
djac
ent t
o ov
erflo
ws
June
30,
200
3Ju
ne 3
0, 2
006
June
30,
200
7El
imin
ates
SSO
Nos
. 55,
56,
57,
60,
63,
103
, 12
6, 1
27, 1
28 a
nd 1
31C
ompl
ete
25
Elim
inat
ion
of S
ipho
n Bl
owof
fs (S
ipho
n N
os. 9
and
10
- eas
t of D
ukel
and
Stre
et, s
outh
of W
ilken
s Av
enue
) SC
N
o. 8
27
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
repa
irs a
s ne
cess
ary.
2. E
limin
atio
n of
blo
w-o
ffs.
On-
call
cont
ract
June
30,
200
4Ju
ne 3
0, 2
005
Elim
inat
es S
SO N
os. 7
9 an
d 81
Com
plet
e*
26El
imin
atio
n of
Sip
hon
Blow
off (
Siph
on
No.
8 -
rear
of 8
00 U
netta
Ave
nue)
Sani
tary
Con
tract
No.
827
1. C
lean
ing
and
insp
ectio
n of
sip
hon
with
repa
irs a
s ne
cess
ary.
2. E
limin
atio
n of
blo
w-o
ff.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
004
June
30,
200
5El
imin
ates
SSO
No.
32P
Com
plet
e
* App
rove
d by
MD
E\EP
A. *
* App
rove
d by
MD
E, **
*App
rove
d by
EPA
LOW
LEV
EL S
EWER
SHED
HIG
H L
EVEL
SEW
ERSH
ED
CO
MB
INED
SEW
ER A
REA
S
GW
YNN
S FA
LLS
SEW
ERSH
ED
Civil Action No. JFM-02-1524 20 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
APPENDIX 2
STATUS OF PARAGRAPH 9
CONSTRUCTION PROJECTS
STAT
US
OF
PAR
AGR
APH
9 C
ON
STR
UC
TIO
N P
RO
JEC
TSAs
of D
ecem
ber 3
1, 2
012
Ap
pend
ix 2
-1N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
Proj
. No.
PRO
JEC
TD
ESC
RIP
TIO
N A
ND
REM
AR
KS
DA
TE
CO
NST
RU
CTI
ON
C
ON
TRA
CT
AD
VER
TISE
D
DA
TE O
F C
ON
STR
UC
TIO
N
CO
MPL
ETIO
N
DA
TE O
F EV
ALU
ATI
ON
C
OM
PLET
ION
STA
TUS
JF-3
Low
er J
ones
Fal
ls S
ewer
Cle
anin
g
SC
876
- Th
e w
ork
incl
udes
the
Low
er J
ones
Fal
ls In
terc
epto
r, lo
cate
d in
the
grav
ity s
ewag
e co
llect
ion
syst
em. T
ypic
al w
ork
incl
udes
initi
al S
ON
AR
ass
essm
ent o
f the
san
itary
sew
ers
to
quan
tify
sedi
men
t and
deb
ris le
vels
, cle
anin
g 8,
400
feet
of 1
0” to
75”
san
itary
sew
ers
betw
een
Falls
Rd
Sip
hon
to th
e H
igh
Leve
l Int
erce
ptor
, with
pro
per d
ispo
sal o
f rem
oved
mat
eria
l, an
d po
st c
lean
ing
CC
TV/S
ON
AR
/Las
er a
sses
smen
t to
docu
men
t the
inte
rnal
con
ditio
n of
the
pipe
s.
5/20
/200
9 (A
)1/
1/20
12 (P
)1/
1/20
13 (P
)
This
con
tract
was
aw
arde
d to
Vid
eo P
ipe
Ser
vice
s (V
PS
) on
Oct
ober
21,
200
9. T
he
Cle
anin
g of
the
Low
er J
ones
Fal
ls a
nd
Mar
ylan
d A
ve. S
ipho
n C
lean
ing
wer
e co
mbi
ned
into
one
Pro
ject
(SC
876
).
JF-5
Mar
ylan
d A
venu
e S
ewer
Sip
hon
Cle
anin
g
SC
876
- Th
e w
ork
incl
udes
Mar
ylan
d A
venu
e S
ipho
n, a
nd s
ewer
s up
stre
am o
f the
Mar
ylan
d A
venu
e S
ipho
n (1
8 an
d 24
-inch
sew
er s
ipho
n). T
ypic
al w
ork
incl
udes
initi
al S
ON
AR
ass
essm
ent
of th
e sa
nita
ry s
ewer
s to
qua
ntify
sed
imen
t and
deb
ris le
vels
, cle
anin
g of
Mar
ylan
d A
venu
e S
ipho
n, a
nd v
ario
us s
ewer
s up
stre
am o
f the
Mar
ylan
d A
venu
e S
ipho
n, w
ith p
rope
r dis
posa
l of
rem
oved
mat
eria
l, an
d po
st c
lean
ing
CC
TV/S
ON
AR
/Las
er a
sses
smen
t to
docu
men
t the
inte
rnal
co
nditi
on o
f the
pip
es.
5/20
/200
9 (A
)1/
1/20
13 (P
)1/
1/20
14 (P
)
This
con
tract
was
aw
arde
d to
Vid
eo P
ipe
Ser
vice
s (V
PS
) on
Oct
ober
21,
200
9. T
he
Cle
anin
g of
the
Low
er J
ones
Fal
ls a
nd
Mar
ylan
d A
ve. S
ipho
n C
lean
ing
wer
e co
mbi
ned
into
one
Pro
ject
(SC
876
).
JF-7
Upp
er J
ones
Fal
ls In
terc
epto
r R
eact
ivat
ion
Rea
ctiv
atio
n of
an
inac
tive
42-in
ch d
iam
eter
inte
rcep
tor s
ewer
alo
ng J
ones
Fal
ls fr
om N
orth
ern
Par
kway
(MH
S19
CC
_204
5MH
) to
Col
d S
prin
g La
ne (M
H S
19O
O_1
042M
H).
Prio
r to
reac
tivat
ion
of th
e 42
-inch
sew
er, a
n in
tern
al in
spec
tion
of th
e se
wer
was
nec
essa
ry to
find
the
actu
al c
ondi
tion
of th
e lin
e. T
he C
ity u
tiliz
ed it
s te
chni
cal s
uppo
rt co
nsul
tant
(KC
I) to
car
ry o
ut th
e in
spec
tion
proc
ess.
The
fiel
d w
ork
was
sta
rted
in S
epte
mbe
r 200
9 an
d th
eir f
indi
ngs
wer
e co
mpl
eted
and
a fi
nal r
epor
t was
del
iver
ed o
n Ju
ne 3
0, 2
010.
07/1
5/20
09 (A
)08
/08/
2010
(A)
N/A
Per
Con
sulta
nt's
(KC
I) ev
alua
tion
of th
e
insp
ectio
n an
d cl
eani
ng w
ork,
the
line
is in
fa
irly
good
con
ditio
n an
d ca
n be
re-a
ctiv
ated
w
ithou
t any
maj
or re
pair/
reha
bilit
atio
n w
ork.
Th
is p
roje
ct is
com
plet
e an
d th
e C
ity w
ill ut
ilize
this
line
in th
e fu
ture
as
deem
ed
nece
ssar
y a
Con
stru
ctio
n pr
ojec
t will
not b
e pu
rsue
d. A
ll Fu
ture
wor
k fo
r thi
s pi
pe w
ill be
tra
cked
inde
pend
ently
by
the
City
. C
ondi
tiona
l Acc
epta
nce
was
on
11/1
7/10
, an
d Fi
nal A
ccep
tanc
e w
as o
n 09
/22/
11.
JF-8
SC
895
- M
D A
ve S
ewer
Reh
abR
epai
r and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e M
aryl
and
Ave
sub
-sew
ersh
ed o
f th
e Jo
nes
Falls
Sew
ersh
ed.
11/0
4/11
(A)
04/3
0/13
(P)
10/3
0/14
(P)
Bid
s w
ere
open
ed o
n 12
/14/
11 a
nd A
M L
iner
w
as th
e lo
wes
t bid
der.
Con
tract
was
aw
arde
d to
AM
Lin
er o
n 03
/21/
2012
. Pre
-co
nstrc
utio
n m
eetin
g w
as h
eld
on M
ay 1
7,
2012
.
OF-
6S
edim
ent C
lean
ing
Trun
k S
ewer
s in
City
of B
altim
ore.
SC
894
- C
lean
ing
of O
utfa
ll S
ewer
shed
99-
Inch
and
Out
fall
Inte
rcep
tor (
From
N. B
ond
Stre
et to
63
00 B
lock
of E
. Lom
bard
Stre
et)
08/0
5/11
(A)
06/2
5/20
12 (A
)
te
rmin
ated
N/A
This
con
tract
was
aw
arde
d to
Met
ra
Indu
strie
s, w
ho w
as th
e lo
wes
t bid
der,
on
June
08,
201
1. N
otic
e-to
-Pro
ceed
was
is
sued
on
Aug
ust 0
8, 2
011.
Cle
anin
g of
the
outfa
ll st
oppe
d as
of J
une
25, 2
012.
HL-
8Li
berty
Hei
ghts
Rel
ief S
ewer
SC
879
- D
esig
n an
d co
nstru
ctio
n 18
” Rel
ief S
ewer
from
inte
rsec
tion
of S
prin
gdal
e R
d an
d N
H
ilton
St t
o in
ters
ectio
n of
Wab
ash
Ave
and
Lib
erty
Hei
ghts
Ave
. (S
09U
U_0
07M
H to
S
13U
U_0
08M
H).
Wor
k in
clud
es e
xcav
atio
n an
d re
mov
al o
f exi
stin
g 12
inch
sew
er li
ne,
inst
alla
tion
of 2
400
LF o
f new
18-
inch
sew
er li
ne a
nd re
loca
tion
of 7
20 L
F of
20-
inch
wat
er li
ne.
Eva
luat
ion
phas
e w
ill in
clud
e co
ntin
ual m
onito
ring
of e
xist
ing
engi
neer
ed S
SO
s 13
2, 1
34 a
nd
135
to e
nsur
e no
ove
rflow
s du
ring
a tw
o ye
ar e
vent
.
2/10
/201
2 (A
)12
/15/
2013
(P)
6/15
/201
5 (P
)
The
cont
ract
was
adv
ertis
ed o
n Fe
brua
ry 1
0,
2012
. Bid
s w
ere
due
by M
arch
21,
201
2, b
ut
date
was
ext
ende
d to
Apr
il 4,
201
2. T
he
cont
ract
was
aw
arde
d on
Sep
tem
ber 2
6,
2012
. NTP
will
be
issu
ed o
n 2/
4/20
13.
Key
: "S
S -
XX" =
Sew
ersh
ed N
ame
- CD
Pro
ject
No.
HIG
H L
EVEL
SEW
ERSH
ED
JON
ES F
ALL
S SE
WER
SHED
OU
TFA
LL S
EWER
SHED
Civil Action No. JFM-02-1524 21 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
APPENDIX 3
LIST OF ILLEGAL CONNECTIONS
Appe
ndix
3-1
Janu
ary-
13
List
of
Ille
gal C
onn
ecti
ons
Per
son
/En
tity
Res
pon
sibl
eS
ourc
e Ty
peD
ate
Iden
tifi
edD
ye R
esu
ltC
urr
ent
Sta
tus
Com
men
ts1.
5904
Berk
eley
Ave
.17
2B
2Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l2.
6203
Biltm
ore
Ave.
311
A2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
3.33
10Cl
arks
Ln.
212
B7
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
4.33
12Cl
arks
Ln.
212
B6
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
5.36
01Cl
arks
Ln.
256
B1
Prop
erty
Ow
ner
Area
Dra
in3/
21/2
005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
6.22
38Cr
est
Rd.
14A
2Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l7.
2302
Cres
t R
d.13
A5
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
8.13
A6
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
9.56
16Cr
oss
Coun
try
Blvd
.99
A2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
10.
6309
Fairl
ane
Dr.
154
B2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
11.
154
B1
Prop
erty
Ow
ner
Dow
nspo
ut C
onne
ctio
n6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
12.
6908
Fiel
dcre
st R
d.27
2B
3Pr
oper
ty O
wne
rD
owns
pout
Con
nect
ion
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l13
.38
00G
leng
yle
Ave.
275
B13
Prop
erty
Ow
ner
Dow
nspo
ut C
onne
ctio
n6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
14.
6309
.G
reen
sprin
g Av
e.15
3.B
5.Pr
oper
ty O
wne
rD
owns
pout
4034
7.Ill
egal
It w
as c
onfir
med
as
an il
lega
l con
nect
ion
in J
anua
ry
2011
aft
er c
arry
ing
out
mor
e dy
e-te
stin
g.
A le
tter
was
se
nt t
o th
e pr
oper
ty o
wne
r on
Aug
ust
08,
2011
. A
follo
w u
p le
tter
dat
ed 0
1/05
/201
2 w
as s
ent
to t
he
prop
erty
ow
ner
requ
estin
g th
at t
he d
rain
be
disc
onne
cted
. Co
rrec
tive
actio
n ha
s be
en t
aken
. Th
is
loca
tion
was
tes
ted
and
conf
irmed
tha
t th
e pr
oble
m
has
been
aba
ted.
15.
153
B4
Prop
erty
Ow
ner
Area
Dra
in3/
28/2
005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
16.
2212
Ken
Oak
Rd.
100
A1
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
17.
100
A2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
18.
2416
Ken
Oak
Rd.
103
A1
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
19.
5609
Key
Ave.
50B
4Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l20
.25
04La
rryv
ale
Rd.
154
B7
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
21.
5815
Loch
lea
Rd.
116
B1
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
22.
4424
Mar
ble
Hal
l Roa
dPr
oper
ty M
anag
erSt
orm
wat
er D
rain
4/13
/201
1Ill
egal
A le
tter
was
sen
t to
HCD
on
May
25,
201
1, f
or
furt
her
actio
n.
A vi
olat
ion
Not
ice
was
issu
ed in
Jul
y 20
11.
A m
eetin
g w
as h
eld
on J
uly
28,
2011
, w
ith
Mar
ble
Hal
l Apa
rtm
ent
man
agem
ent
to d
iscu
ss t
he
prog
ress
of
relo
catin
g th
e ill
egal
con
nect
ion.
Pe
r th
e m
anag
emen
t of
the
apa
rtm
ent
com
plex
, th
e co
nnec
tion
was
re-
rout
ed in
Aug
ust
2011
. F
ollo
w u
p te
stin
g w
as c
arrie
d ou
t in
Sep
tem
ber
whi
ch in
dica
ted
that
the
fix
has
not
pre
vent
ed s
torm
wat
er g
ettin
g in
to t
he s
anita
ry s
ewer
s. F
urth
er c
oord
inat
ion
is
bein
g do
ne t
o pe
rman
ently
res
olve
the
issu
e. A
lett
er
date
d 11
/28/
11 w
as s
ent
to H
CD t
o co
ntin
ue
enfo
rcem
ent.
Pro
pert
y ow
ner
is n
ot r
espo
nsiv
e. D
PW
will
coo
rdin
ate
with
HCD
for
enf
orce
men
t. H
CD
has
no
tifi
ed D
PW
tha
t th
ey’ll
con
tinu
e en
forc
ing
the
viol
atio
n no
tice
.
23.
3M
illbr
ook
Rd.
D1
Prop
erty
Ow
ner/
Trus
tee
Patio
Dra
in5/
19/2
011
Illeg
al
It w
as c
onfir
med
as
an il
lega
l con
nect
ion
in M
ay
2011
aft
er c
arry
ing
out
mor
e dy
e-te
stin
g.
A le
tter
w
as s
ent
to t
he p
rope
rty
owne
r on
Aug
ust
08,
2011
. A
follo
w u
p le
tter
dat
ed 1
1/28
/11
was
sen
t to
the
pr
oper
ty o
wne
r re
ques
ting
that
the
tem
pora
ry s
eal
beco
mes
per
man
ent.
24.
5806
Park
Hei
ghts
Ave
.78
B4
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
25.
78B
2Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l26
.78
B3
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
27.
78B
9Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l28
.78
B8
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
29.
5905
Park
Hei
ghts
Ave
.95
B2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
30.
6414
Park
Hei
ghts
Ave
.31
5A
4Pr
oper
ty O
wne
rD
owns
pout
Con
nect
ion
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l31
.31
5A
3Pr
oper
ty O
wne
rAr
ea D
rain
3/22
/200
5Po
sitiv
eN
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l32
.71
26Pa
rk H
eigh
ts A
ve.
280
B16
Prop
erty
Ow
ner
Dow
nspo
ut C
onne
ctio
n6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
33.
6311
Pear
ce A
ve.
203
B5
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
34.
203
B4
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
35.
6106
Pim
lico
Rd.
135
A1
Prop
erty
Ow
ner
Driv
eway
Dra
in3/
28/2
005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
36.
6306
Pim
lico
Rd.
127
B1
Prop
erty
Ow
ner
D
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l37
.55
03R
usk
Ave.
30B
1Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l38
.32
08Sh
elbu
rne
Rd.
334
A1
Prop
erty
Ow
ner
Driv
eway
Dra
in3/
15/2
005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
39.
1702
Sout
h R
d.32
4A
2Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l40
.21
17Su
lgra
ve A
ve.
320
B6
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
41.
2607
Tane
y R
d.18
3B
4Pr
oper
ty O
wne
rD
rivew
ay D
rain
3/23
/200
5Po
sitiv
eN
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l42
.26
15Ta
ney
Rd.
183
B2
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
43.
2700
Tane
y R
d.18
3B
8Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l44
.28
08Ta
ney
Rd.
182
B6
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
45.
182
B5
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
46.
2810
W.
Stra
thm
ore
Ave.
180
A5
Prop
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
47.
3602
Ches
holm
Rd.
Prop
erty
Ow
ner
Dow
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Add
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Cit
y of
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San
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Dec
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Civi
l Act
ion
No.
JFM
-02-
1524
Civil Action No. JFM-02-1524 22 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
APPENDIX 4
PUMPING STATION WORK ORDERS
Civil Action No. JFM-02-1524 23 Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
APPENDIX 5
SUMMARY OF REPORTED OVERFLOWS
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending December 31, 2012
Civil Action No. JFM-02-1524 Appendix 5-1 Activity at SSO Structures Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
SSO No. 67
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 6.15
10/30/2012 Flow Meter in Place 1.05
SSO No. 72
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 6.15
10/30/2012 Flow Meter in Place 1.05
SSO No. 132
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 6.58
10/30/2012 Flow Meter in Place 0.88
SSO No. 134
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 6.58
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending December 31, 2012
Civil Action No. JFM-02-1524 Appendix 5-2 Activity at SSO Structures Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
10/30/2012 Flow Meter in Place 0.88
SSO No. 135
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 6.58
10/30/2012 Flow Meter in Place 0.88
SSO No. 137
Date Surcharge Depth (in)** Rainfall (in)
09/18/2012 Flow Meter in Place 1.58
10/19/2012 Flow Meter in Place 1.07
10/29/2012 Flow Meter in Place 5.92
10/30/2012 Flow Meter in Place 1.03
SSO No. 138
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 5.66
10/30/2012 Flow Meter in Place 0.83
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending December 31, 2012
Civil Action No. JFM-02-1524 Appendix 5-3 Activity at SSO Structures Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012
SSO No. 139
Date Surcharge Depth (in)** Rainfall (in)
10/29/2012 Flow Meter in Place 5.66
10/30/2012 Flow Meter in Place 0.83
Pumping Station Overflows
Pumping Station Date Volume Loss (gal) Rainfall (in)
None Reported this Quarter
Waste Water Treatment Plant Overflows
WWTP Date Volume Loss (gal) Rainfall (in)
None Reported this Quarter
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
10/2/2012 Evidence of Overflow Rags, Grease & Debris 0.77 None 2601 Cannery Ave 21226
10/2/2012 Evidence of Overflow Rags 0.77 None 3907 W. Mulberry St 21229
10/4/2012 Evidence of Overflow Roots 0.01 None 2924 Fleetwood Ave 21214
10/6/2012 Evidence of Overflow N/A 0.00 None 1147 Monroe Cir 21225
10/6/2012 Evidence of Overflow Rags & Roots 0.00 None 309 Rossiter Ave 21212
10/6/2012 30 Rags & Grease 0.00 Gwynns Falls 1823 Eutaw Place 21217
10/8/2012 540 N/A 0.00 None/ Private Location 1100 Evans Way 21215
10/8/2012 Evidence of Overflow Rags 0.00 None 839 E. Chase St 21202
10/9/2012 Evidence of Overflow Rags 0.04 None 3517 Oakmont Ave 21215
10/9/2012 7375 N/A 0.04 Gwynns Falls 914 Wilmington Ave 21223
10/10/2012 105 Rags & Grease 0.02 Jones Falls 1008 Billy Holiday Ct 21205
10/10/2012 Evidence of Overflow Debris 0.02 None 1817 Penrose Ave 21223
10/11/2012 Evidence of Overflow Rags 0.00 None 2401 Harriet Ave 21230
10/11/2012 277 Rags, Roots & Grease 0.00 Gwynns Falls 4001 Clifton Ave 21216
10/12/2012 Evidence of Overflow Rags 0.00 None 104 S. Monastery Ave 21229
10/13/2012 325 Rags & Grease 0.00 Gwynns Falls 2850 Edmondson Ave 21223
10/14/2012 170 Grease 0.00 Jones Falls 1112 Wood Heights Ave 21211
10/16/2012 348 Rags & Grease 0.00 Gwynns Falls 851 Braddish Ave 21216
10/16/2012 500 Rags & Grease 0.00 Inner Harbor 3800 E. Baltimore St 21224
10/16/2012 Evidence of Overflow Rags 0.00 None 445 Kenneth Sq 21212
10/17/2012 399 Rags, Grease & Sand, Gravel, Rocks 0.00 Jones Falls 2231 Rogene Dr 21209
10/18/2012 1100 Rags, Grease & Trash 0.00 Gwynns Falls 137 W. North Ave 21217
10/18/2012 Evidence of Overflow Rags & Debris 0.00 None 5921 Western Run Dr 21209
10/18/2012 Evidence of Overflow N/A 0.00 None York Rd & Nicoll Ave 21212
10/18/2012 Evidence of Overflow Roots & Debris 0.00 None 2722 Sethlow Rd 21225
10/19/2012 Evidence of Overflow Roots 0.93 None 4 Millbrook Rd 21218
10/20/2012 Evidence of Overflow N/A 0.01 None 1108 N. Central Ave 21202
10/20/2012 Evidence of Overflow Rags 0.01 None 519 N. Streeper St 21205
10/20/2012 2241 N/A 0.01 Patapsco 1113 S. Charles St 21230
10/20/2012 1941 Roots & Sand, Gravel, Rocks 0.01 Gwynns Falls 5100 N. Franklintown Rd 21207
10/22/2012 Evidence of Overflow N/A 0.00 None 3500 Horton Ave 21225
10/22/2012 Evidence of Overflow Debris 0.00 None 4705 Kernwood Ave 21212
10/22/2012 945 Rags & Roots 0.00 Gwynns Falls 5003 Ashmans Hope 21207
10/24/2012 Evidence of Overflow Trash 0.00 None 2449 Shirley Ave 21215
10/26/2012 Evidence of Overflow Grease 0.00 None 725 Milyer Ln 21229
10/26/2012 770 N/A 0.00 Inner Harbor 5423 O'Donnell St 21224
10/27/2012 Evidence of Overflow Roots 0.00 None 717 Brinkwood Rd 21229
10/27/2012 93 N/A 0.00 Inner Harbor 708 Harvey St 21230
10/28/2012 510 Rags & Grease 0.20 Herring Run 1903 South Rd 21209
10/29/2012 Evidence of Overflow N/A 5.73 None 1801 Falls Rd 21201
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 4
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
10/29/2012 224 Rags, Grease & Debris 5.73 Jones Falls 3615 Hillsdale Rd 21207
10/29/2012 4720 Rags & Grease 5.73 Jones Falls 413 N. Kenwood Ave 21224
10/29/2012 Evidence of Overflow Heavy Rain 5.73 None 5614 Pioneer Dr 21214
10/29/2012 Evidence of Overflow N/A 5.73 None 1429 E. Baltimore St 21231
10/29/2012 3417 Roots & Debris 5.73 Gwynns Falls 3907 Clarinth Rd 21215
10/29/2012 Evidence of Overflow Rags & Roots 5.73 None 307 Edgevale Rd 21210
10/30/2012 360 Rags & Grease 0.94 Inner Harbor 1300 E. Baltimore St 21202
10/30/2012 Evidence of Overflow Roots 0.94 None 4914 Westhills Rd 21229
10/31/2012 8100 N/A 0.00 Herring Run 2800 Chesterfield Ave 21213
10/31/2012 Evidence of Overflow N/A 0.00 None 825 E. Fort Ave 21230
10/31/2012 250 Rags & Grease 0.00 Jones Falls 1900 N. Howard St 21218
10/31/2012 1928 Rags, Roots & Grease 0.00 Patapsco 4213 Penhurst Ave 21215
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 5
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
11/1/2012 15 Rags & Grease 0.00 None 3034 Mathews St 21218
11/2/2012 60 Grease 0.00 Inner Harbor 402 Key Hwy 21230
11/3/2012 180 Rags, Roots & Grease 0.00 Gwynns Falls 511 S. Collins Ave 21229
11/3/2012 Evidence of Overflow N/A 0.00 None 2301 Windsor Ave 21216
11/4/2012 600 Rags & Grease 0.00 Herring Run Darley Ave. & N. Wolfe St 21213
11/5/2012 Evidence of Overflow Rags 0.00 None 1108 N. Central Ave 21202
11/5/2012 975 Heavy Debris 0.00 Inner Harbor 1651 Ceddox St 21226
11/6/2012 111 Rags 0.00 Jones Falls 1802 Mosher St 21217
11/7/2012 Evidence of Overflow Rags & Roots 0.02 None 1314 Cedarcroft Rd 21212
11/8/2012 51 Pipe Break & Sand, Gravel, Rocks 0.00 Jones Falls 1656 W. North Ave 21217
11/12/2012 Evidence of Overflow Roots 0.01 None 1903 South Rd 21209
11/12/2012 Evidence of Overflow Rags, Roots & Grease 0.01 None 214 Tunbridge Rd 21212
11/12/2012 Evidence of Overflow Rags & Roots 0.01 None 3205 Elmora Ave 21213
11/12/2012 Evidence of Overflow Roots & Grease 0.01 None 3603 Buena Vista Ave 21211
11/14/2012 Evidence of Overflow Rags, Roots & Grease 0.00 None 3710 Nortonia Rd 21216
11/14/2012 120 Rags & Grease 0.00 Patapsco 6200 O'Donnell St 21224
11/14/2012 500 Rags, Grease & Debris 0.00 Herring Run Darley Ave. & N. Wolfe St 21213
11/15/2012 870 Rags & Grease 0.00 Gwynns Falls Smallwood & North Ave 21217
11/15/2012 Evidence of Overflow Rags & Grease 0.00 None 2800 Rosalind Ave 21215
11/18/2012 Evidence of Overflow Rags & Debris 0.00 None 917 Seagull Ave 21225
11/19/2012 Evidence of Overflow Rags 0.00 None 6309 Eunice Ave 21214
11/19/2012 Evidence of Overflow N/A 0.00 None 1246 N. Broadway 21213
11/19/2012 Evidence of Overflow Rags & Grease 0.00 None 1326 N. Broadway 21213
11/19/2012 Evidence of Overflow Pipe Break 0.00 None 400 S. Augusta Ave 21229
11/19/2012 124 Rags 0.00 Low Level 805 W. Cross St 21230
11/21/2012 Evidence of Overflow N/A 0.00 None 412 S. Beechfield Ave 21229
11/21/2012 Evidence of Overflow Rags 0.00 None 2921 Stranden Rd 21230
11/23/2012 Evidence of Overflow N/A 0.00 None 803 E. 22nd St 21218
11/23/2012 60 N/A 0.00 None 1100 Elliott St & Urban Way 21224
11/23/2012 Evidence of Overflow Rags & Grease 0.00 None 5016 Frankford Ave 21206
11/23/2012 Evidence of Overflow Rags 0.00 None Urban Way 21224
11/23/2012 Evidence of Overflow Rags 0.00 None 1811 Bolton St 21217
11/24/2012 Evidence of Overflow Rags & Grease 0.00 None 3001 Erdman Ave 21213
11/25/2012 Evidence of Overflow Rags & Grease 0.00 None 307 Rossiter Ave 21212
11/26/2012 Evidence of Overflow Debris 0.00 None 412 S. Beechfield Ave 21229
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 6
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
11/26/2012 Evidence of Overflow Rags 0.00 None 916 N. Monroe St 21217
11/26/2012 Evidence of Overflow Roots 0.00 None 5736 Nasco Pl 21239
11/26/2012 330 Rags & Grease 0.00 Jones Falls Wolfe St & Fayette St 21287
11/26/2012 98 Rags, Grease & Rocks 0.00 Jones Falls W. Northern Pkwy & Falls Rd 21210
11/27/2012 Evidence of Overflow Debris 0.24 None 16 S. Monroe St 21223
11/27/2012 1491 Rags & Debris 0.24 Jones Falls 1823 Eutaw Pl 21217
11/27/2012 Evidence of Overflow Sand, Gravel, Rocks 0.24 None 400 S. Augusta Ave 21229
11/27/2012 Evidence of Overflow Roots & Debris 0.24 None 1809 Bolton St 21217
11/28/2012 Evidence of Overflow Roots 0.00 None 1011 Woodson Rd 21212
11/29/2012 Evidence of Overflow N/A 0.00 None 1122 Braddish Ave 21216
11/29/2012 180 Rags & Debris 0.00 Jones Falls 1823 Eutaw Pl 21217
11/29/2012 Evidence of Overflow Rags & Debris 0.00 None 2427 Etting St 21217
11/29/2012 143 Rags 0.00 Jones Falls Flaxter & Yellowwood Ave 21209
11/29/2012 216 Rags & Roots 0.00 Gwynns Falls 412 S. Beechfield Ave 21229
11/29/2012 Evidence of Overflow N/A 0.00 None 5216 Linden Heights Ave 21215
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 7
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
12/1/2012 Evidence of Overflow Rags N/A None 1036 Braddish Ave 21216
12/1/2012 Evidence of Overflow Roots N/A None 2548 Marbourne Ave 21230
12/1/2012 Evidence of Overflow N/A N/A None 4523 Pimlico Rd 21215
12/2/2012 1040 Roots N/A Gwynns Falls 4403 Wakefield Rd 21216
12/2/2012 Evidence of Overflow Pipe Break N/A None 5928 Glen Falls Ave 21206
12/3/2012 Evidence of Overflow
Pipe Break & Sand, Gravel, Rocks N/A Herring Run 2727 E. Strathmore Ave 21214
12/3/2012 Evidence of Overflow Pipe Break N/A Jones Falls 3001 Saint Paul St 21218
12/4/2012 Evidence of Overflow Rags N/A None 1028 N. Calvert St 21202
12/4/2012 300 Rags, Grease & Debris N/A Gwynns Falls 3700 Clifton Ave 21216
12/4/2012 Evidence of Overflow Rags & Roots N/A None 4909 Liberty Heights Ave 21207
12/4/2012 885 Roots & Grease N/A Herring Run 5101 Harford Rd 21214
12/5/2012 30 Rags & Grease N/A None 1318 N. Luzerne Ave 21213
12/5/2012 600 Rags & Debris N/A Inner Harbor Dundalk Ave & Gusryan St 21224
12/6/2012 200 Grease & Debris N/A Inner Harbor 921 E. Fort Ave 21230
12/6/2012 130 Rags & Grease N/A Jones Falls 2002 Greenmount Ave 21218
12/6/2012 630 Rags & Grease N/A Herring Run 2101 Pentland Drive 21239
12/6/2012 Evidence of Overflow N/A N/A None 2461 Perring Manor Rd 21234
12/6/2012 Evidence of Overflow Roots N/A None 3616 Hickory Ave 21211
12/6/2012 Evidence of Overflow Rags & Grease N/A None 5006 Litchfield Ave 21215
12/6/2012 210 Rags & Debris N/A Gwynns Falls Gwynns Falls Pkwy & Tioga Pkwy 21215
12/7/2012 Evidence of Overflow Roots N/A None 601 E. 34th St 21218
12/7/2012 Evidence of Overflow Roots N/A None 4909 Ross Rd 21216
12/8/2012 360 Rags & Grease N/A Jones Falls 112 Elmhurst Rd 21210
12/8/2012 138 Rags & Grease N/A Jones Falls 201 E. Pratt St 21202
12/10/2012 351 N/A N/A None 2629 Rayner Ave 21216
12/11/2012 4570 Rags & Grease N/A Patapsco 810 Glade Ct 21225
12/12/2012 Evidence of Overflow Rags & Roots N/A None 812 S. Sharp St 21230
12/13/2012 Evidence of Overflow Roots N/A Jones Falls 2509 Shellydale Dr 21209
12/14/2012 Evidence of Overflow N/A N/A None 214 Tunbridge Rd 21212
12/14/2012 Evidence of Overflow Rags N/A Jones Falls 831 Brooks Ln 21217
12/14/2012 Evidence of Overflow N/A N/A None 3533 Lucille Ave 21215
12/14/2012 Evidence of Overflow Rags & Roots N/A Gwynns Falls 4828 Pimlico Rd 21215
12/14/2012 Evidence of Overflow Grease N/A None 5600 Woodmont Ave 21239
12/15/2012 308 Rags & Grease N/A Jones Falls 102 E. 25th St 21202
12/15/2012 620 Rags & Grease N/A Jones Falls 102 E. 25th St 21202
12/15/2012 1101 Grease N/A Inner Harbor 502 S. Belnord Ave 21231
12/15/2012 Evidence of Overflow Rags & Grease N/A None 1051 Cameron St 21212
12/15/2012 Evidence of Overflow Rags & Grease N/A None 1638 Ruxton Ave 21216
12/15/2012 Evidence of Overflow Rags & Roots N/A None 4210 Nadine Dr 21215
12/15/2012 30 N/A N/A Inlet 4801 Lorelly Ave 21216
12/15/2012 Evidence of Overflow N/A N/A Patapsco 6608 Danville Ave 21224
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 8
Date Estimated Volume (Gal) Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending December 31, 2012
12/16/2012 180 Rags & Grease N/A Gwynns Falls 4005 Carlisle Ave 21216
12/17/2012 1750 Grease & Debris N/A Inner Harbor 3250 E. Fayetter St 21224
12/18/2012 Evidence of Overflow N/A N/A None 3415 Clarks Ln 21215
12/18/2012 Evidence of Overflow N/A N/A None 3902 Hillsdale Rd 21207
12/18/2012 Evidence of Overflow Rags & Roots N/A None 5314 Wendley Rd 21229
12/19/2012 Evidence of Overflow Roots N/A None 103 Woodlawn Rd 21210
12/19/2012 Evidence of Overflow Roots N/A None 214 Tunbridge Rd 21212
12/19/2012 158 Rags & Dirt, Debris N/A Gwynns Falls 5807 Royal Oak Ave 21207
12/19/2012 Evidence of Overflow Rags & Roots N/A None 6608 Danville Ave 21222
12/20/2012 Evidence of Overflow Rags N/A None 4004 W. Strathmore Ave 21215
12/21/2012 850 Rags & Roots N/A Gwynns Falls Denison St & Walbrook Ave 21216
12/22/2012 360 Rags & Grease N/A Patapsco Bridgeview Rd & Round Rd 21225
12/23/2012 264 Roots N/A Herring Run 307 Rossiter Ave 21212
12/23/2012 Evidence of Overflow Grease N/A Herring Run 412 E. Cold Spring Ln 21212
12/26/2012 166 Rags, Grease & Debris N/A Jones Falls 2200 Kirk Ave 21218
12/26/2012 795 Roots N/A Herring Run 2706 E. Strathmore Ave 21214
12/27/2012 80 Roots & Trash N/A Herring Run 700 Belle Terre Ave 21218
12/27/2012 Evidence of Overflow N/A N/A None 817 Stoll St 21225
12/27/2012 Evidence of Overflow Rags N/A None 1322 W. Pratt St 21223
12/27/2012 Evidence of Overflow Rags & Roots N/A Gwynns Falls 2701 Mount Holly St 21216
12/27/2012 Evidence of Overflow Roots & Grease N/A None 4017 Kathland Ave 21207
12/27/2012 258 Rags & Grease N/A Gwynns Falls 4829 Reisterstown Rd 21215
12/27/2012 400 Rags & Roots N/A Herring Run 5713 Edgepark Rd 21239
12/28/2012 360 Rags & Roots N/A Jones Falls 700 W. University Pkwy 21211
12/28/2012 Evidence of Overflow N/A N/A None 2014 McCulloh St 21217
12/29/2012 780 Rags, Roots & Grease N/A Jones Falls Falls Rd & Hillside Rd 21210
12/29/2012 13635 Sand, Gravel, Rocks N/A Herring Run Harford Rd & Parkside Dr 21214
12/30/2012 Evidence of Overflow Rags & Debris N/A None 2949 Frederick Ave 21223
12/31/2012 48 Rags & Grease N/A High Level 900 Druid Hill Ave 21201
12/31/2012 165 Rags & Grease N/A Northwest Harbor 5701 O'Donnell St 21224
3. N/A- Not Available (December Rain Gauge data not available at time of this report.)
2. Traces of sewage were evident but SSO had subsided prior to arrival at the site.
1. Unknown Quantity - When DPW visited the site, the problem had already subsided, but the source of discharge was evident.
Notes:
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 41 For Calendar Quarter Ending December 31, 2012 Appendix 5 - 9
Seria
l No.
D
ate
of
Occ
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Loca
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Zip
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(See
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ote
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elow
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ntity
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3/20
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his
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2007
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vest
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dye
test
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and
amm
onia
te
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requ
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stig
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dica
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2 (T
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pairs
to d
ate
have
bee
n un
succ
essf
ul.
City
is c
lose
ly tr
acki
ng p
rogr
ess
in re
solv
ing
this
is
sue.
JH
U is
pro
ceed
ing.
207/
5/20
06W
. 24t
h &
Mor
ton
St.
2121
8Jo
nes
Falls
Not
Res
olve
dO
n-go
ing
2,19
3,12
0 (A
)
It w
as c
onfir
med
that
the
priv
ate
prop
ertie
s co
ntrib
utin
g to
the
prob
lem
wer
e 24
17 a
nd 2
433
Mar
ylan
d. A
ve .
A
viol
atio
n no
tice
was
issu
ed b
y H
CD
/HAB
C a
nd o
n
9/19
/11,
HC
D re
porte
d th
at 2
417
and
2433
Mar
ylan
d Av
e. h
ave
been
cor
rect
ed b
y a
priv
ate
plum
ber.
Test
ing
of 2
433
conf
irmed
that
they
had
reso
lved
thei
r pr
oble
m.
Loca
ted
addt
iona
l Lea
king
priv
ate
conn
ectio
n.
City
pur
suin
g pr
ivat
e ow
ners
.
249/
1/20
04C
ollin
s Av
e (e
nd o
f the
500
blo
ck)
2122
9G
wyn
ns F
alls
Not
Res
olve
dR
esol
ved
1,03
0,32
0 (T
)
Smok
e te
stin
g w
as p
erfo
rmed
on
8/24
/11.
The
on-
call
cons
ulta
nt is
cur
rent
ly c
oord
inat
ing
with
pro
perty
ow
ners
to c
ontin
ue fu
rther
inve
stig
atio
ns.
The
prop
erty
ow
ner a
t 421
S .
Augu
sta
Ave.
rem
ain
unco
oper
ativ
e an
d a
viol
atio
n no
tice
was
sen
t by
HC
D/H
ABC
. O
ne o
f th
e pr
oper
ty o
wne
rs re
-rou
ted
the
impr
oper
ly
conn
ecte
d ho
use
conn
ectio
n. B
ased
on
re-te
stin
g by
SW
MD
at t
he m
anho
le o
n Po
tter S
t., th
e SD
UO
has
st
ill no
t bee
n ab
ated
. D
ye te
st o
f 411
3 sh
owed
that
it is
pr
oper
ly c
onne
cted
to th
e se
wer
. H
CD
is p
roce
ssin
g a
viol
atio
n.
A Vi
olat
ion
Not
ice
will
not b
e is
sued
. Thi
s lo
catio
n ha
s be
en d
ry a
nd m
ore
test
ing
will
be d
one
to
abat
e. C
ontin
ues
to b
e dr
y. S
ite is
aba
ted.
Upd
ated
thro
ugh
Dec
embe
r 31,
201
2
Civ
il A
ctio
n N
o. J
FM
-02-
1524
SD
UO
Ove
rflo
w O
ccur
renc
es
Cal
enda
r Q
uart
erly
Rep
ort N
o. 4
1
For
Cal
enda
r Q
uart
er E
ndin
g D
ecem
ber
31, 2
012
App
endi
x 5-
10
Seria
l No.
D
ate
of
Occ
urre
nce
Loca
tion
Zip
Cod
eSt
ream
Affe
cted
Dat
e of
Res
olut
ion
(See
N
ote
6 B
elow
)D
urat
ion
(Day
s)
Est
. Qua
ntity
of
Dis
char
ge (g
allo
ns) 1
2 /3
1/20
12
Mea
sure
s Ta
ken
to Id
entif
y So
urce
or
Res
olve
Fu
ture
/Pla
nned
Wor
k
Upd
ated
thro
ugh
Dec
embe
r 31,
201
2
325/
19/2
009
4016
-401
8 R
oger
s Av
e. -
Rog
ers
Post
Apa
rtmen
ts
2120
7G
wyn
ns F
alls
Not
Res
olve
dO
n-go
ing
663,
487
(T)
Serie
s of
dye
and
am
mon
ia te
stin
g pe
rform
ed a
nd
CC
TV in
spec
tions
. Pro
blem
iden
tifie
d to
be
a pr
ivat
e pr
oper
ty is
sue.
Coo
rdin
ated
with
Bal
timor
e C
ity
Hou
sing
Dep
artm
ent t
o ad
dres
s th
is is
sue.
Ow
ner
hire
d a
plum
ber t
o cl
ean
the
lines
. C
onfir
mat
ory
test
ing
by th
e C
ity in
Mar
ch in
dica
tes
the
issu
es h
as n
ot b
een
reso
lved
. Fu
rthe
r tes
ting
conf
imre
d co
ntin
ued
prob
lem
.
City
sch
edul
ing
site
test
ing
with
pro
pert
y ow
ner.
336/
25/2
009
Cro
ss C
ount
ry B
lvd
& C
rest
Rd.
21
209
Jone
s Fa
llsN
ot R
esol
ved
On-
goin
g4,
017,
127
(T)
Con
firm
ator
y te
stin
g ha
s sh
own
that
this
SD
UO
is n
ot
reso
lved
. Fin
al s
ectio
n of
pip
e re
paire
d. F
low
and
co
ncen
trat
ion
redu
ced
sign
ifant
ly, b
ut n
ot
elm
inat
ed.
City
will
perfo
rm a
dditi
onal
test
ing.
347/
17/2
009
Pall
Mal
l Rd
& O
sweg
o Av
e21
215
Jone
s Fa
llsN
ot R
esol
ved
On-
goin
g63
6,55
2 (T
)Pr
oper
ty w
ith il
licit
conn
ectio
n to
sto
rm d
rain
has
bee
n id
entif
ied.
Not
ified
HC
D/H
AB
C o
f a v
iola
tion,
and
no
tice
was
issu
ed 0
1/10
/11.
Con
tinue
coo
rdin
atio
n w
ith H
CD
con
tinue
s to
che
ck
whe
n th
is c
onne
ctio
n w
ill be
re-r
oute
d by
the
owne
r.
Onc
e co
mpl
ete,
follo
w u
p te
stin
g w
ill be
car
ried
out.
3711
/6/2
009
Lake
woo
d Av
e &
Mad
ison
St
(6
6"
Stor
m D
rain
) 21
205
Inne
r Har
bor
Not
Res
olve
dR
esol
ved
2,33
6,65
8 (T
)
Each
pip
e w
as p
revi
ousl
y pl
ugge
d an
d ar
eas
arou
nd
plug
s gr
oute
d in
May
201
1. B
ased
on
test
ing
by
SWM
D, i
t app
eare
d th
at th
e pl
ugs
and
grou
ting
wor
ked
initi
ally
and
this
loca
tion
was
det
erm
ined
to b
e re
solv
ed. S
WM
D re
test
ed o
n 7/
26/2
011
and
foun
d th
at
grou
ting
has
not a
bate
d th
e pr
oble
m a
nd th
at s
ewag
e is
now
see
ping
into
the
drai
n th
roug
h its
bric
klin
ing.
Ex
tens
ive
dye
test
ing
perf
orm
ed.
Dye
test
ing
was
neg
ativ
e bu
t Am
mon
ia w
as
posi
tive.
City
eva
luat
ing
optio
ns. E
xten
sive
dye
te
stin
g ne
gativ
e.
3811
/6/2
009
3302
Est
her P
lace
(insi
de 5
4"st
orm
dra
in)
2121
2In
ner H
arbo
rN
ot R
esol
ved
On-
goin
g2,
154,
240
(T)
For n
orth
sid
e, le
tter t
o be
sen
t to
HC
D/H
ABC
. H
CD
is
sues
a v
iola
tion
notic
e on
01/
10/1
1. F
or s
outh
sid
e,
pipe
has
bee
n pl
ugge
d. S
WM
D c
heck
ed o
n th
e pl
ug o
n 12
/15/
10, a
nd it
con
tinue
s to
hol
d.
Follo
w u
p w
ith H
CD
to c
heck
whe
n th
is c
onne
ctio
n w
ill be
re-r
oute
d by
the
owne
r. O
nce
com
plet
e,
follo
w u
p te
stin
g w
ill be
car
ried
out.
405/
26/2
010
Cro
ss C
ount
ry &
Chi
llham
Rd
(300
ft n
orth
east
of i
nter
sect
ion
in a
m u
ncha
rted
15"
Sto
rm D
rain
)
2120
9W
este
rn R
un
Not
Res
olve
dO
n-go
ing
34,9
68 (T
)Ve
rifie
d as
SD
UO
site
by
amm
onia
fiel
d te
st a
nd d
ye
test
com
plet
ed o
n M
ay 2
6, 2
010.
U
ES is
add
ress
ing
this
site
as
part
of th
e ov
eral
l C
onse
nt D
ecre
e C
IP.
426/
3/20
10C
ross
Cou
ntry
& K
ey A
ve (
Stor
m D
rain
MH
with
se
wag
e in
bot
tom
) 21
215
Wes
tern
run
Not
Res
olve
dO
n-go
ing
135,
648
(T)
Verif
ied
as S
DU
O s
ite b
y am
mon
ia fi
eld
test
and
dye
te
st c
ompl
eted
on
June
3, 2
010.
Dye
test
ing
and
CC
TV
insp
ectio
n re
veal
ed C
IPP
Lini
ng is
reco
mm
ende
d.
UES
is a
ddre
ssin
g th
is s
ite a
s pa
rt of
the
over
all
Con
sent
Dec
ree
CIP
. Th
is s
ectio
n of
sew
er w
ill be
C
IPP
lined
as
reco
mm
ende
d in
the
Jone
s Fa
lls
Sew
ersh
ed P
lan
456/
23/2
010
5015
Gre
enle
af R
d.
2121
0St
oney
Run
to J
ones
Fal
ls
Not
Res
olve
dR
esol
ved
119,
520
(T)
Afte
r inv
estig
atio
n an
d co
nstru
ctio
n of
new
man
hole
, U
ES re
com
men
ds to
CIP
P lin
e th
e se
wer
dow
nstre
am
of th
e ne
wly
con
stru
cted
man
hole
.
Upo
n co
mpl
etio
n of
lini
ng, s
ite w
ill be
rete
sted
to
conf
irm s
ucce
ss o
f the
repa
ir. T
est i
s ne
gativ
e.
Site
is a
bate
d.
Civ
il A
ctio
n N
o. J
FM
-02-
1524
SD
UO
Ove
rflo
w O
ccur
renc
es
Cal
enda
r Q
uart
erly
Rep
ort N
o. 4
1
For
Cal
enda
r Q
uart
er E
ndin
g D
ecem
ber
31, 2
012
App
endi
x 5-
11
Seria
l No.
D
ate
of
Occ
urre
nce
Loca
tion
Zip
Cod
eSt
ream
Affe
cted
Dat
e of
Res
olut
ion
(See
N
ote
6 B
elow
)D
urat
ion
(Day
s)
Est
. Qua
ntity
of
Dis
char
ge (g
allo
ns) 1
2 /3
1/20
12
Mea
sure
s Ta
ken
to Id
entif
y So
urce
or
Res
olve
Fu
ture
/Pla
nned
Wor
k
Upd
ated
thro
ugh
Dec
embe
r 31,
201
2
488/
4/20
1034
12 -
3418
Gle
nmor
e Av
e21
214
Moo
res
Run
to H
errin
g R
unN
ot R
esol
ved
On-
goin
g44
3,52
0 (T
)
On
6/30
/201
1, th
e on
-cal
l con
tract
or re
plac
ed tw
o sa
nita
ry h
ouse
con
nect
ions
on
Gle
nmor
e Av
enue
. On
9/20
/201
1, te
st re
sults
rece
ived
from
SW
MD
indi
cate
th
at th
e Th
eodo
re A
ve d
rain
is a
targ
et. O
n-ca
ll co
ntra
ctor
inst
alle
d a
new
MH
on
the
unch
arte
d pi
pe
ente
ring
the
Theo
dore
Ave
. C
CTV
per
form
ed in
Apr
il 20
12.
Addi
tona
l ille
gal h
ouse
con
nect
ion
iden
tifie
d an
d re
paire
d, b
ut p
robl
em n
ot a
bate
d.
Inve
stig
atio
n on
goin
g.
519/
9/20
10Ba
rre
St. n
ear S
terr
ett
2120
3In
ner H
arbo
rN
ot R
esol
ved
On-
goin
g21
,833
(A)
Inve
stig
atio
n on
goin
g. U
ES in
the
proc
ess
of n
otify
ing
HC
D to
pro
cess
a V
iola
tion
Not
ice.
Con
tinue
to c
oord
inat
e an
d tra
ck p
rogr
ess
by H
CD
.
5211
/17/
2010
39th
& U
nive
rsity
Pkw
y21
218
Jone
s Fa
lls
Not
Res
olve
dO
n-go
ing
505,
358
(T)
Line
CC
TVed
in N
ov. 2
011,
but
deb
ris a
nd ro
ots
bloc
k pi
pe.
Coo
rdin
ated
with
con
tract
or to
inst
all n
ew M
H to
fa
cilit
ate
furth
er C
CTV
. Ad
ditio
nal c
lean
ing
perfo
rmed
. R
ecom
men
ded
for l
inin
g.
Ret
est u
pon
com
plet
ion
of re
linin
g.
535/
12/2
011
Dal
e R
d. a
t Cre
st R
d.
2120
9Jo
nes
Falls
Not
Res
olve
dO
n-go
ing
86,2
56 (T
)
Inle
t was
une
arth
ed o
n 7/
19/1
1 an
d un
iden
tifie
d pi
pe
was
dis
cove
red.
Atte
mpt
on
11/1
7/11
to C
CTV
was
un
succ
essf
ul.
Iden
tifie
d ho
use
conn
ectio
n fo
r dye
te
stin
g. D
ye te
stin
g co
nfirm
ed h
ouse
con
nect
ion
is
conn
ecte
d to
dra
in.
Prop
erty
ow
ner n
otifi
ed a
nd w
aitin
g fo
r res
pons
e.
546/
21/2
011
Cyl
burn
Ave
at N
. Par
kway
2121
0Jo
nes
Falls
Not
Res
olve
dR
esol
ved
672,
480
(T)
Sew
age
is in
filtra
ting
the
stor
m e
nter
ing
stor
m d
rain
at
Cyl
burn
Ave
. On
7/26
/201
1, o
n-ca
ll co
nsul
tant
re
com
men
ded
the
sew
er li
ne b
e C
IPP
lined
.
On
Cal
l Con
tract
or to
per
form
CIP
P lin
ing.
Ret
est
upon
com
plet
ion
of li
ning
to c
onfir
m s
ucce
ss. T
est
is n
egat
ive.
Site
is a
bate
d
558/
9/20
11M
anna
sota
Ave
. at P
arks
ide
Driv
e21
206
Her
ring
Run
Not
Res
olve
dR
esol
ved
15,4
45 (T
)Se
wag
e se
epin
g in
to s
torm
dra
in th
roug
h br
ick
mor
tar.
C
CTV
and
dye
test
ing
perfo
rmed
. R
esul
ts in
conc
lusi
ve
to d
ate.
Req
uest
ed C
IPP
linin
g 2/
16/1
2.
Ret
est u
pon
com
plet
ion
of li
ning
to c
onfir
m s
ucce
ss.
Test
is n
egat
ive.
Site
is a
bate
d
568/
23/2
011
Clif
ton
Roa
d be
twee
n Fa
irfax
and
Wes
tche
ster
R
oads
2121
6G
wyn
ns F
alls
Not
Res
olve
dO
n-go
ing
471,
668
(T)
Dur
ing
field
inve
stig
atio
n of
a 2
4" d
rain
, an
unid
entif
ied
pipe
(18"
dra
in) w
as fo
und
to b
e ca
rryi
ng fl
ow. A
new
m
anho
le w
as c
onst
ruct
ed o
n 9/
28/2
011
to p
rovi
de
acce
ss to
the
18" d
rain
. The
on-
call
cont
ract
or
atte
mpt
ed to
cle
an a
nd C
CTV
from
the
man
hole
to th
e 18
" dra
in b
ut d
isco
vere
d th
at th
e pi
pe w
as fu
ll of
deb
ris,
root
s an
d br
oken
. N
ew M
H in
stal
led.
Addi
tiona
l dye
test
ing
to b
e sc
hedu
led.
578/
31/2
011
Seab
ury
& H
illvie
w21
225
Pata
psco
Not
Res
olve
dO
n-go
ing
251,
918
(T)
CIP
P Li
ning
reco
mm
ende
d an
d ex
ecut
ed.
Addi
tiona
l lin
inig
reco
mm
edne
d.
Civ
il A
ctio
n N
o. J
FM
-02-
1524
SD
UO
Ove
rflo
w O
ccur
renc
es
Cal
enda
r Q
uart
erly
Rep
ort N
o. 4
1
For
Cal
enda
r Q
uart
er E
ndin
g D
ecem
ber
31, 2
012
App
endi
x 5-
12
Seria
l No.
D
ate
of
Occ
urre
nce
Loca
tion
Zip
Cod
eSt
ream
Affe
cted
Dat
e of
Res
olut
ion
(See
N
ote
6 B
elow
)D
urat
ion
(Day
s)
Est
. Qua
ntity
of
Dis
char
ge (g
allo
ns) 1
2 /3
1/20
12
Mea
sure
s Ta
ken
to Id
entif
y So
urce
or
Res
olve
Fu
ture
/Pla
nned
Wor
k
Upd
ated
thro
ugh
Dec
embe
r 31,
201
2
5911
/22/
2011
Fairm
ount
and
Bra
dfor
d21
224
Inne
r Har
bor
Not
Res
olve
dO
n-go
ing
50,6
37(A
)Pe
rform
ed d
ye te
st, e
xcav
ated
dra
in a
nd p
erfo
rmed
C
CTV
. N
ew m
anho
le b
uilt.
Furt
her i
nves
tigat
ion
and
deve
lopm
ent o
f re
com
men
datio
ns.
6011
/22/
2011
Milt
on &
Cha
se21
213
Inne
r Har
bor
Not
Res
olve
dR
esol
ved
112,
680
(T)
Lini
ng re
com
men
ded
1/19
/12.
Upo
n co
mpl
etio
n of
lini
ng, C
ity w
ill pe
rform
co
nfirm
ator
y te
stin
g. T
est i
s ne
gativ
e. S
ite is
ab
ated
6111
/30/
2011
Hilt
on S
t. N
ear P
iedm
ont
2121
6G
wyn
ns F
alls
Not
Res
olve
dR
esol
ved
139,
218
(T)
New
MH
inst
alle
d a
nd C
CTV
ed th
e lin
e.Sc
hedu
ling
addi
tiona
l CC
TV. T
est i
s ne
gativ
e. S
ite
is a
bate
d
621/
27/2
012
JHU
- R
emse
n H
all
2121
8Jo
hns
Falls
Not
Res
olve
dO
n-go
ing
113,
417
(A)
Met
with
repr
esen
tativ
es o
f Joh
ns H
opki
ns U
nive
rsity
to
disc
uss
issu
e.JH
U is
pro
ceed
ing
with
repa
irs w
ith re
pairs
.
6312
/2/2
011
Pink
ney
& W
inne
r21
215
John
s Fa
llsN
ot R
esol
ved
On-
goin
g61
,709
(T)
CIP
P Li
ning
reco
mm
ende
d.
Ret
est u
pon
com
plet
ion
of re
linin
g.
642/
8/20
12Kr
esso
n St
2122
4Ba
ltim
ore
Har
bor
Not
Res
olve
dR
esol
ved
16,6
20 (T
)Ill
icit
conn
ectio
n fo
und.
Ow
ner r
epor
tedl
y pr
ocee
ding
with
repa
ir.R
etes
t upo
n co
mpl
etio
n of
repa
irs. T
est i
s ne
gativ
e. S
ite is
aba
ted
653/
8/20
12Be
ntal
ou &
Pen
rose
2122
3G
wyn
ns F
alls
Not
Res
olve
dR
esol
ved
3,70
8 (T
)
Dye
test
ing
perfo
rmed
6/2
8/20
12 c
onfir
med
piv
ate
conn
ectio
n. A
lette
r was
sen
t to
the
prop
oerty
ow
ner
requ
estin
g a
corr
ectiv
e ac
tion
take
n. O
wne
r re
port
edly
pro
ceed
ing
with
repa
ir.
Rec
onta
ct o
wne
r and
test
to c
onfir
m. T
est i
s ne
gativ
e. S
ite is
aba
ted
6610
/11/
2012
McM
eche
n &
Jord
an21
217
Jone
s Fa
llsN
ot R
esol
ved
On-
goin
g76
5,64
3(T)
Dye
test
pro
gram
, and
CC
TV,
plan
ned.
Und
er In
vest
igat
ion
679/
26/2
012
McM
eche
n &
Brev
ard
2121
7Jo
nes
Falls
Not
Res
olve
dO
n-go
ing
483(
T)D
ye te
st p
rogr
am, a
nd C
CTV
, pl
anne
d.U
nder
Inve
stig
atio
n
6810
/11/
2012
Mas
on &
McM
eche
n21
217
Jone
s Fa
llsN
ot R
esol
ved
On-
goin
gTB
DD
ye te
st p
rogr
am, a
nd C
CTV
, pl
anne
d.U
nder
Inve
stig
atio
n
6912
/4/2
012
Fait
& G
rund
y21
224
Inne
r Har
bor
Not
Res
olve
dO
n-go
ing
1,22
7(A)
Dye
test
pro
gram
, and
CC
TV,
plan
ned.
Und
er In
vest
igat
ion
7012
/5/2
012
Hav
en &
Ban
k21
224
Inne
r Har
bor
Not
Res
olve
dO
n-go
ing
TBD
Dye
test
pro
gram
, and
CC
TV,
plan
ned.
Und
er In
vest
igat
ion
Civ
il A
ctio
n N
o. J
FM
-02-
1524
SD
UO
Ove
rflo
w O
ccur
renc
es
Cal
enda
r Q
uart
erly
Rep
ort N
o. 4
1
For
Cal
enda
r Q
uart
er E
ndin
g D
ecem
ber
31, 2
012
App
endi
x 5-
13
Seria
l No.
D
ate
of
Occ
urre
nce
Loca
tion
Zip
Cod
eSt
ream
Affe
cted
Dat
e of
Res
olut
ion
(See
N
ote
6 B
elow
)D
urat
ion
(Day
s)
Est
. Qua
ntity
of
Dis
char
ge (g
allo
ns) 1
2 /3
1/20
12
Mea
sure
s Ta
ken
to Id
entif
y So
urce
or
Res
olve
Fu
ture
/Pla
nned
Wor
k
Upd
ated
thro
ugh
Dec
embe
r 31,
201
2
SD
UO
Site
aba
ted
SD
UO
Site
on
Priv
ate
Prop
erty
4. T
otal
SD
UO
Site
s U
nres
olve
d: 2
4 (3
3% O
pen)
SDU
O S
umm
ary:
1. T
otal
SD
UO
Site
s D
ocum
ente
d: 7
22.
Tot
al S
DU
O S
ites
Res
olve
d: 4
8 (6
7% C
ompl
ete)
3. T
otal
SD
UO
Site
s on
Priv
ate
Prop
erty
: 8
8.
(T) -
Flo
w c
alcu
late
d ut
ilizin
g TK
N c
once
ntra
tion.
(A) -
Flo
w C
alcu
late
d ut
ilizin
g Am
mon
ia c
once
ntra
tion.
5. N
ew S
DU
O S
ites
docu
men
ted
in th
e la
st Q
uarte
r: 5
For a
ll ac
tive
site
s, th
e C
ity u
ltim
atel
y, p
lans
on
calc
ulat
ing
flow
s us
ing
TKN
- pe
r gui
delin
es o
f the
app
rove
d pr
otoc
ol b
y EP
A
6. U
nder
the
colu
mn
entit
led
"Dat
e of
Res
olut
ion"
, if t
he n
ote
read
s N
ot R
esol
ved
an e
nd d
ate
of 1
2/31
/201
2 w
as
used
to d
eter
min
e th
e qu
antit
y of
dis
char
ge u
p to
that
poi
nt.
7. A
ll of
the
Estim
ated
Qua
ntiti
es o
f Dis
char
ge li
sted
in th
e ab
ove
tabl
e ar
e ba
sed
on a
sta
rt da
te o
f Oct
ober
30,
20
08 in
acc
orda
nce
with
the
lette
r iss
ued
by E
PA d
ated
Nov
embe
r 12,
201
0. T
he a
ctua
l sta
rt da
te o
f the
sew
er
disc
harg
e ba
sed
on te
stin
g is
list
ed in
the
Dat
e of
Occ
urre
nce.
9. F
or s
ites
that
hav
e no
t yet
bee
n re
solv
ed,
"Est
. Qua
ntity
of D
isch
arge
(Gal
)" is
read
just
ed e
ach
quar
ter t
o re
flect
the
elap
se o
f tim
e an
d an
y re
cent
fiel
d in
form
atio
n (fl
ow, N
H3,
TKN
) tha
t may
hav
e be
en c
olle
cted
for a
gi
ven
site
.
Civ
il A
ctio
n N
o. J
FM
-02-
1524
SD
UO
Ove
rflo
w O
ccur
renc
es
Cal
enda
r Q
uart
erly
Rep
ort N
o. 4
1
For
Cal
enda
r Q
uart
er E
ndin
g D
ecem
ber
31, 2
012
App
endi
x 5-
14
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Updated: January 2013
Q41 SSOs! October 2012! November 2012! December 2012
µS a n i t a r y S e w e r O v e r f l o w sS a n i t a r y S e w e r O v e r f l o w s
O c t o b e r 2 0 1 2 - D e c e m b e r 2 0 1 2O c t o b e r 2 0 1 2 - D e c e m b e r 2 0 1 2
