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City of Baltimore Sanitary Sewer Overflow
Consent Decree
Civil Action No. JFM-02-1524
Calendar Quarterly Report No. 44 For Calendar Quarter ending September 30, 2013
Submitted: October 31, 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. 44 For Calendar Quarter Ending September 30, 2013
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
11
Paragraph 11: Pumping Station Inspection, Rehabilitation, and Repair
12
Paragraph 12: Collection and Transmission System Model
14
Paragraph 13: Collection System Operation and Maintenance
15
Paragraph 14: Information Management System Program
15
Paragraph 15: Valve Inspection and Repair Program
16
Paragraph 16: Emergency Response Plan – Un-permitted Discharges
16
Paragraph 17: Reporting of Discharge Events and Recordkeeping
17
C. DESCRIPTION OF ANTICIPATED PROBLEMS WITH SECTION VI REQUIREMENTS
17
D. DESCRIPTION OF SEP ACTIVITIES
18
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. 44 For Calendar Quarter Ending September 30, 2013
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 September 30, 2013, 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 is working on addressing these SSOs. 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 was awarded on September 26, 2012, and Notice to Proceed was issued on February 4, 2013. Due to construction and bypass activity at SSO #135 (site P8_10_135S), this meter was removed on 6/13/13. It is planned for reinstall once construction is complete. Due to construction activity at SSO #134 (site HL32), this meter was removed on 8/17/13. It is planned for reinstall once construction is complete. 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.
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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.
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 September 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 September 30, 2013, 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
July August September
7 4 Lower Jones Falls Interceptor 1 1 1
8 5 Stony Run Interceptor & P.S. 1 1 1
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Consent Decree Project ID No.
ADS Project ID No. Project
No. of Meters
July August September
10 7 Greenmount Interceptor 1 1 1
Total 3 3 3
A summary of rainfall and flow monitoring data collected during June, July and August 2013, 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,
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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 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 September 30, 2013, the flow monitoring continues at 9 meter locations throughout the City, including the long term monitoring program.
E. Long-Term Capacity/Peak Flow Management: During the calendar quarter ending
September 30, 2013, 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
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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, 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 10, 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:
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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 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 in December 28, 2012. The City met with EPA and MDE on January 31, 2013, to further discuss the revised Sewershed Report Revisions and Integrated Planning. Based upon this meeting, the City prepared a document called Phase 1 Adaptive Management Technical Memorandum (TM) that was submitted to EPA and MDE on February 28, 2013, detailing proposed projects, costs, estimated benefits and time frames for the first phase of the adaptive management approach. The City received comments from EPA regarding the Technical Memorandum (TM) on March 12, 2013. The City responded to the comments in a letter dated April 11, 2013. The City is awaiting a response from the Regulators regarding the June 28, 2013 City letter regarding the time line for completion of Phase 2 Consent Decree work.
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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 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.
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Paragraph 10: Illegal Sewer Connections
A. Illegal Private Connections: During the calendar quarter ending September 30, 2013, 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 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
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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 violation has been corrected. A City representative visited the site and conducted visual inspection and dye test on March 11, 2013, to confirm. This location is closed.
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 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 September 30, 2013, 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
September 30, 2013, 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,
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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 September 30, 2013, 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 September 30, 2013, 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 operating procedures and parts lists. During the calendar quarter ending September 30, 2013, 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 September 30, 2013, 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 September 30, 2013.
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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.
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.
Civil Action No. JFM-02-1524 15 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
Paragraph 13: Collection System Operation and Maintenance
A. During the calendar quarter ending September 30, 2013, 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. The sixth annual progress report was submitted on October 25, 2012.
Paragraph 14: Information Management System Program
A. During the calendar quarter ending September 30, 2013, 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.
Civil Action No. JFM-02-1524 16 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
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 September 30, 2013. 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. 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.
Civil Action No. JFM-02-1524 17 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
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 September 30, 2013, 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 September 30, 2013 is provided in Appendix 5.
B. During the calendar quarter ending September 30, 2013, 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.
C. Records of all sanitary sewer overflows from Baltimore’s collection system during the
calendar quarter ending September 30, 2013, 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 September 30, 2013, there were no other anticipated problems with Section VI requirements to report.
Civil Action No. JFM-02-1524 18 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
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 September 30, 2013, SC 845R - 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 852R - 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. 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 September 30, 2013, 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.
E. ADDITIONAL MATTERS FOR THE ATTENTION OF THE EPA
AND MDE
As of the calendar quarter ending September 30, 2013 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. 44 For Calendar Quarter Ending September 30, 2013
APPENDIX 1
STATUS OF PARAGRAPH 8
CONSTRUCTION PROJECTS
AP
PE
ND
IX 1
ST
AT
US
OF
PA
RA
GR
AP
H 8
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
PR
OJ.
ID
NO
.P
RO
JEC
TD
ES
CR
IPT
ION
AN
D R
EM
AR
KS
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
PR
AC
TIC
AL
C
OM
PL
ET
ION
DA
TE
SS
O
ST
RU
CT
UR
ES
E
LIM
INA
TE
DS
SO
/CS
O S
TR
UC
TU
RE
S E
LIM
INA
TE
DS
TA
TU
S
1W
este
rn R
un In
terc
epto
r (J
PI B
ranc
h)S
anita
ry C
ontr
act N
os. 7
60 &
789
1. In
stal
l app
roxi
mat
ely
880
linea
r fe
et o
f 30-
inch
par
alle
l rel
ief s
ewer
from
JP
IB49
to J
PI1
0 (a
long
JP
I90A
-JP
I94)
(S
C76
0)2.
Inst
all a
ppro
xim
atel
y 9,
400
linea
r fe
et o
f 21-
to 2
4-in
ch p
aral
lel r
elie
f sew
er fr
om J
PI2
0 to
JP
I65
(SC
789)
3. R
ehab
ilita
te a
ppro
xim
atel
y 3,
300
linea
r fe
et o
f exi
stin
g 18
-inch
sew
er fr
om J
PI0
7 to
JP
I20
(SC
789)
June
30,
200
2Ju
ne 3
0, 2
004
June
30,
200
5E
limin
ates
SS
O n
os. 2
1, 2
2, 2
3, 2
4 an
d 29
Com
plet
e
2U
pper
Jon
es F
alls
Inte
rcep
tor
(Nor
th &
Sou
th o
f Pep
si C
ola
Pla
nt)
San
itary
Con
trac
t Nos
. 772
& 8
24
1. R
ehab
ilita
tion
of a
ppro
xim
atel
y 1,
800
linea
r fe
et o
f exi
stin
g 42
- to
48-
inch
sew
er lo
cate
d be
twee
n JP
01 (
Mt.
Was
hing
ton
Flu
me)
and
JP
10, a
nd a
ppro
xim
atel
y 6,
570
linea
r fe
et o
f 48-
to 6
0-in
ch s
ewer
loca
ted
betw
een
JP42
and
the
JP70
. R
epla
cem
ent o
f app
roxi
mat
ely
1,90
0 lin
ear
feet
of 4
8" s
ewer
bet
wee
n JP
10 a
nd J
P18
, and
ap
prox
imat
ely
1,55
0 lin
ear
feet
of 6
0" s
ewer
bet
wee
n JP
70 a
nd th
e Jo
nes
Fal
ls 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
feet
of 4
8-in
ch s
ewer
bet
wee
n JP
18 a
nd J
P42
(S
C 8
24).
3. M
anho
le a
nd s
trea
m b
ank
rest
orat
ion.
June
30,
200
4D
ecem
ber
27, 2
006
12/3
0/20
08 *
*E
limin
ates
SS
O N
os. 3
3 an
d 34
SC
772
- P
ract
ical
Com
plet
ion
was
ach
ieve
on
June
30,
20
06.
S
C 8
24 -
Con
stru
ctio
n P
hase
**
Lette
r se
nt to
MD
E a
nd E
PA
on
6-25
-07
requ
estin
g an
ex
tens
ion
of th
e S
SO
elim
inat
ion
date
to D
ecem
ber
2008
. MD
E r
espo
nse
lette
r ap
prov
ing
exte
nsio
n w
as
rece
ived
on
Sep
tem
ber
5, 2
007.
Elim
inat
ed S
SO
Nos
33
and
34
on 1
2/10
and
12/
23/0
8, r
espe
ctiv
ely.
3
New
Jon
es F
alls
For
ce M
ain/
Pre
ssur
e S
ewer
- L
ower
Sec
tion
and
Val
ves
impr
ovem
ents
of e
xist
ing
forc
e/pr
essu
re s
ewer
San
itary
Con
trac
t 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
tree
t con
nect
ing
to H
igh
Leve
l sew
er (
SC
779
)2.
Impr
ovem
ents
to g
ate
valv
es, b
low
-off
valv
es a
nd a
ir re
leas
e va
lves
for
exis
ting
forc
e m
ain/
pres
sure
sew
er
(SC
805
)
Dec
embe
r 30
, 200
2Ju
ne 3
0, 2
004
6/30
/200
5 -
SE
E
ST
AT
US
Con
trib
utes
to e
limin
atio
n of
SS
O N
o. 5
SS
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
Fal
ls P
umpi
ng S
tatio
n F
orce
M
ain/
Pre
ssur
e S
ewer
San
itary
Con
trac
t No.
800
Upg
rade
exi
stin
g fo
rce
mai
ns/p
ress
ure
sew
er to
han
dle
incr
ease
d flo
ws
from
reh
abili
tate
d/up
grad
ed J
ones
Fal
ls
Pum
ping
Sta
tion
as w
ell a
s ad
ditio
nal f
low
s fr
om p
ossi
ble
futu
re p
umpi
ng s
tatio
ns in
Sto
ny R
un a
nd a
long
the
JGA
bra
nch
June
30,
200
512
/29/
2007
**M
ay 2
,200
8C
ontr
ibut
es to
elim
inat
ion
of S
SO
No.
5
Con
stru
ctio
n P
hase
** L
ette
r se
nt to
MD
E a
nd E
PA
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
2007
. MD
E r
espo
nse
lette
r ap
prov
ing
addi
tiona
l ext
ensi
on r
ecei
ved
Sep
tem
ber
5,
2007
. L
ette
r se
nt
to M
DE
an
d E
PA
on
12/
17/0
7 re
qu
esti
ng
ad
dit
ion
al 6
0 d
ay e
xten
sio
n f
or
pra
tica
l co
mp
leti
on
. P
ract
ical
co
mp
leti
on
occ
ure
d o
n
1/23
/08.
Ext
ensi
on
req
ues
t ap
pro
val g
ran
ted
by
MD
E in
a le
tter
dat
ed A
pri
l 15,
201
0. A
wai
tin
g
resp
on
se f
rom
EP
A.
5Jo
nes
Fal
ls P
umpi
ng S
tatio
nS
anita
ry C
ontr
act N
o. 8
22U
pgra
de e
xist
ing
pum
ping
sta
tion
to h
andl
e at
leas
t 50
mgd
Dec
embe
r 30
, 200
512
/29/
2007
**Ju
ne 3
0, 2
008
Elim
inat
es S
SO
No.
5
Con
stru
ctio
n P
hase
** L
ette
r se
nt to
MD
E a
nd E
PA
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
2007
. MD
E r
espo
nse
lette
r ap
prov
ing
addi
tiona
l ext
ensi
on r
ecei
ved
Sep
tem
ber
5,
2007
. B
enifi
cial
Occ
upan
cy a
chie
ved
11/1
6/07
.
6
Elim
inat
ion
of C
olle
ctio
n S
yste
m
Ove
rflo
ws
in U
pper
Jon
es F
alls
S
ewer
shed
San
itary
Con
trac
t No.
876
Ass
ess
hydr
aulic
s an
d de
sign
impr
ovem
ents
to a
reas
adj
acen
t to
over
flow
sE
xist
ing
on-c
all
cont
ract
June
30,
200
3Ju
ne 3
0, 2
004
Elim
inat
es S
SO
Nos
. 20,
31,
32
and
36C
ompl
ete
UP
PE
R J
ON
ES
FA
LL
S S
EW
ER
SH
ED
Ap
pen
dix
1 -
1N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
AP
PE
ND
IX 1
ST
AT
US
OF
PA
RA
GR
AP
H 8
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
PR
OJ.
ID
NO
.P
RO
JEC
TD
ES
CR
IPT
ION
AN
D R
EM
AR
KS
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
PR
AC
TIC
AL
C
OM
PL
ET
ION
DA
TE
SS
O
ST
RU
CT
UR
ES
E
LIM
INA
TE
DS
SO
/CS
O S
TR
UC
TU
RE
S E
LIM
INA
TE
DS
TA
TU
S
7Lo
wer
Jon
es F
alls
Inte
rcep
tor
(Upp
er P
ortio
n of
Gra
vity
Mai
nlin
e)S
anita
ry C
ontr
act N
os. 7
73 &
818
1. In
stal
l app
roxi
mat
ely
7,90
0 lin
ear
feet
of 1
8- to
24-
inch
par
alle
l rel
ief s
ewer
from
JG
030
(nea
r Jo
nes
Fal
ls
Pum
ping
Sta
tion)
to J
G06
1 (a
t the
con
nect
ion
of th
e JG
E b
ranc
h) (
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
ran
ging
from
12-
to 5
0-in
ch (
SC
773)
3. In
vert
ed s
ipho
n re
habi
litat
ion
in F
alls
Roa
d (m
anho
le J
G06
2) (
SC
773)
4. S
trea
m 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*
**E
limin
ates
SS
O N
o. 6
7P
ost C
onst
ruct
ion
Mon
itorin
g P
hase
. M
on
ito
rin
g
per
iod
is e
xten
ded
at
on
e si
te.
8
Sto
ny R
un In
terc
epto
r an
d P
umpi
ng
Sta
tion
(JG
F B
ranc
h)**
San
itary
Con
trac
t No.
819
, 838
, 839
&
847
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
the
inte
rsec
tion
of 2
9th
Str
eet a
nd S
isso
n S
tree
t.2.
Inst
all a
ppro
xim
atel
y 1,
200
linea
r fe
et o
f 24-
inch
forc
e m
ain
from
new
pum
ping
sta
tion
to J
FP
S p
ress
ure
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 (
JGF
48)
to th
e ne
w
pum
ping
sta
tion
with
18
to 3
6-in
ch s
ewer
Dec
embe
r 30
, 200
5
(SC
-819
& 8
38)
June
30,
200
6 *
(SC
-839
& 8
47)
5/31
/200
9***
2/28
/10*
**C
ontr
ibut
es to
elim
inat
ion
of S
SO
No.
72;
el
imin
ates
SS
O N
o. 1
29
Pra
ctic
al c
om
ple
tio
n w
as a
chei
ved
on
May
29,
20
09 f
or
the
low
er p
ort
ion
of
the
Sto
ny
Ru
n
inte
rcep
tor
(SC
- 8
39).
N
on
-CD
po
rtio
n o
f th
e p
roje
ct is
nea
rly
com
ple
te.
Flo
w m
on
ito
r in
stal
led
at
new
Sto
ny
Ru
n P
um
p S
tati
on
on
Au
gu
st 2
6,
2009
. T
he
Cit
y su
bm
itte
d a
n e
xten
sio
n r
equ
est
to
EP
A a
nd
MD
E f
or
SS
O 6
7 an
d 7
2 d
ated
Feb
ruar
y 16
, 201
0 re
qu
esti
ng
an
ext
ensi
on
to
Feb
ruar
y 28
, 20
11.
Th
e C
ity
furt
her
su
bm
itte
d a
no
ther
ext
ensi
on
le
tter
dat
ed F
ebru
ary
15, 2
011
req
ues
tin
g a
n
exte
nsi
on
to
Ju
ne
29, 2
019
to a
llow
fo
r ad
equ
ate
tim
e fo
r th
e C
ity
to c
om
ple
te t
he
hyd
rau
lic
rest
rict
ion
pro
ject
at
the
BR
-WW
TP
, wh
ich
th
e C
ity
bel
ieve
s is
a m
ajo
r co
ntr
ibu
tor
to n
ot
bei
ng
ab
le t
o
elim
inat
e th
ese
SS
Os.
9
Mar
ylan
d A
venu
e In
terc
epto
r (J
GB
B
ranc
h)S
anita
ry C
ontr
act N
o. 7
99
1. R
epla
ce (
upsi
ze)
appr
oxim
atel
y 4,
400
linea
r fe
et o
f exi
stin
g 12
- to
24-
inch
sew
er w
ith n
ew 2
1- to
36-
inch
se
wer
alo
ng b
ranc
h in
terc
epto
r, e
xclu
ding
pro
pose
d 90
1 N
. How
ard
proj
ect a
rea
2. Im
prov
emen
ts to
sip
hon/
SS
O N
o. 1
25 u
nder
I-83
(JG
B18
-JG
B19
)3.
Sew
er r
epla
cem
ent m
ay r
equi
re 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
Nos
. 69
& 1
25C
ompl
ete
10G
reen
mou
nt A
venu
e In
terc
epto
r (J
GA
B
ranc
h)*
San
itary
Con
trac
t No.
820
, 833
1. In
stal
l app
roxi
mat
ely
7,32
5 lin
ear
feet
of 3
6 to
42-
inch
par
alle
l rel
ief s
ewer
from
Bon
apar
te A
venu
e to
the
Hig
h le
vel I
nter
cept
or o
n E
ager
Str
eet.
2. L
ine
appr
oxim
atel
y 6,
000
linea
r fe
et o
f 15-
to 3
3-in
ch e
xist
ing
sew
er.
Dec
embe
r 30
, 200
512
/27/
07 *
*2/
28/1
0***
Con
trib
utes
to e
limin
atio
n of
SS
O N
o. 7
2
Con
stru
ctio
n P
hase
. SC
833
-Ext
ensi
on
lett
er w
as
sen
t o
n 1
2-7-
07 f
or
a 90
day
ext
ensi
on
th
rou
gh
M
arch
29,
200
8. T
his
ext
ensi
on
was
ap
pro
ved
an
d
a su
bse
qu
ent
exte
nsi
on
fo
r 90
day
s, t
hro
ug
h J
un
e 27
, 200
8 w
as s
ub
mit
ted
. A
wai
tin
g r
esp
on
se f
rom
M
DE
/EP
A.
Pra
ctic
al c
om
ple
tio
n a
chei
ved
on
May
27
, 200
8. M
on
ito
rin
g p
erio
d b
egan
Ju
ly 2
5, 2
008.
In
a le
tter
dat
ed 1
1/08
/201
1, E
PA
ap
pro
ved
th
e m
ino
r sc
hed
ule
mo
dif
icat
ion
.
11
Elim
inat
ion
of S
ipho
n B
low
off
(Sip
hon
No.
6 -
sou
th o
f Nor
th A
venu
e B
ridge
, w
est o
f RR
trac
ks)
San
itary
Con
trac
t No.
830
1. C
lean
ing
and
insp
ectio
n of
sip
hon
with
rep
airs
as
nece
ssar
y.2.
Elim
inat
ion
of b
low
-off.
On-
call
cont
ract
June
30,
200
4Ju
ne 3
0, 2
005
Elim
inat
es S
SO
No.
68
Com
plet
e
* A
ppro
ved
by M
DE
\EP
A.
** A
ppro
ved
by M
DE
, ***
App
rove
d by
EP
A
12
Moo
res
Run
Inte
rcep
tor
- M
iddl
e S
ectio
nS
torm
Wat
er C
ontr
act N
os. 7
746
and
7751
Con
stru
ctio
n of
app
roxi
mat
ely
400
linea
r fe
et o
f 18-
inch
, app
roxi
mat
ely
600
linea
r fe
et 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
feet
of 3
0-in
ch
sew
er to
rep
lace
exi
stin
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
trib
utes
to e
limin
atio
n of
SS
O N
os. 1
18 a
nd
119
Com
plet
e
13M
oore
s R
un In
terc
epto
r -
Low
er
Sec
tion
San
itary
Con
trac
t No.
801
and
843
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
rep
lace
the
exis
ting
inte
rcep
tor
June
30,
200
5Ju
ne 3
0, 2
007
June
30,
200
8E
limin
ates
SS
O N
o. 9
3 an
d 94
Con
stru
ctio
n P
hase
- C
ompl
ete
14M
oore
s R
un In
terc
epto
r -
Upp
er
Sec
tion
San
itary
Con
trac
t No.
817
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
trib
utes
to e
limin
atio
n of
SS
O N
os. 1
18 a
nd
119
Com
plet
e
15E
limin
atio
n of
Col
lect
ion
Sys
tem
O
verf
low
s in
Her
ring
Run
Sew
ersh
edA
sses
s hy
drau
lics
and
desi
gn im
prov
emen
ts to
are
as a
djac
ent t
o ov
erflo
ws
Exi
stin
g on
-cal
l co
ntra
ctJu
ne 3
0, 2
003
June
30,
200
4E
limin
ates
SS
O N
os. 8
8 an
d 10
9C
ompl
ete
16
Elim
inat
ion
of S
ipho
n B
low
offs
(S
ipho
n N
o. 2
- B
ay V
iew
Yar
d so
uth
of R
R
trac
ks; S
ipho
n N
o. 4
- B
owle
ys
Lane
/Mor
avia
Roa
d)S
anita
ry C
ontr
act N
o. 8
30
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
rep
airs
as
nece
ssar
y.2.
Elim
inat
ion
of b
low
-offs
.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
004
June
30,
200
5E
limin
ates
SS
O N
os. 9
2C
ompl
ete*
HE
RR
ING
RU
N S
EW
ER
SH
ED
LO
WE
R J
ON
ES
FA
LL
S S
EW
ER
SH
ED
Ap
pen
dix
1 -
2N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
AP
PE
ND
IX 1
ST
AT
US
OF
PA
RA
GR
AP
H 8
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
PR
OJ.
ID
NO
.P
RO
JEC
TD
ES
CR
IPT
ION
AN
D R
EM
AR
KS
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
PR
AC
TIC
AL
C
OM
PL
ET
ION
DA
TE
SS
O
ST
RU
CT
UR
ES
E
LIM
INA
TE
DS
SO
/CS
O S
TR
UC
TU
RE
S E
LIM
INA
TE
DS
TA
TU
S
17
Pow
der
Mill
Sys
tem
Impr
ovem
ents
in
clud
ing
GF
G b
ranc
h in
Gw
ynns
Fal
ls
Sew
ersh
edS
anita
ry C
ontr
act 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 (
SC
777)
and
ap
prox
imat
ely
33,0
00 li
near
feet
of 8
- to
10-
inch
col
lect
ion
pipi
ng (
SC
804)
Ju
ne 3
0, 2
003
June
30,
200
6Ju
ne 3
0, 2
007
Elim
inat
es S
SO
Nos
. 28P
, 29P
and
33P
Com
plet
e
18D
ead
Run
Sys
tem
Impr
ovem
ents
DR
A B
ranc
hS
anita
ry C
ontr
act N
o. 7
88, 8
25
Cle
an, i
nspe
ct a
nd r
ehab
ilita
te o
f app
roxi
mat
ely
20,0
00 li
near
feet
of 1
2- to
24-
inch
con
veya
nce
pipi
ng (
CO
E)
and
appr
oxim
atel
y 11
,000
line
ar fe
et o
f 8-
to 1
2-in
ch c
olle
ctio
n pi
ping
(S
C78
8).
June
30,
200
3Ju
ne 3
0, 2
006
June
30,
200
7E
limin
ates
SS
O N
os. 1
6P a
nd 1
7PC
ompl
ete
19M
aide
ns C
hoic
e In
terc
epto
rS
anita
ry C
ontr
act N
o. 8
26C
lean
, ins
pect
, and
reh
abili
tate
12,
400
linea
r fe
et o
f 12-
to 2
4-in
ch c
onve
yanc
e pi
ping
.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
007
June
30,
200
8E
limin
ates
SS
O N
os. 2
3P a
nd 2
4PC
onst
ruct
ion
Pha
se -
Com
plet
e
20
Elim
inat
ion
of S
ipho
n B
low
offs
(S
ipho
n N
o. 1
1 -
Ann
apol
is R
oad
and
Cla
re
Str
eet;
Sip
hon
No.
12
- C
hesh
olm
Rd.
w
est o
f Fra
nklin
tow
n R
d.)
SC
No.
827
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
rep
airs
as
nece
ssar
y.2.
Elim
inat
ion
of b
low
-offs
.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
004
June
30,
200
5E
limin
ates
SS
O N
os. 8
4 an
d 22
PC
ompl
ete*
21
Wal
broo
kS
anita
ry C
ontr
act N
o. 7
80Im
plem
enta
tion
of L
ong
Ter
m C
ontr
ol 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
3E
limin
ate
s C
SO
No.
21P
Com
plet
e
22F
ores
t Par
kS
anita
ry C
ontr
act N
os. 7
80 a
nd 8
13Im
plem
enta
tion
of L
ong
Ter
m C
ontr
ol P
lan
and
com
bine
d se
wer
sep
arat
ion
desi
gn in
For
est P
ark
are
aD
ecem
ber
30, 2
003
June
30,
200
5Ju
ne 3
0, 2
006
Elim
inat
es C
SO
No.
13P
and
SS
O N
os. 1
0P,
11P
, 12P
, 18P
, 19P
, 25P
, 26P
, 27P
and
31P
.
SS
O N
os. 1
0P, 1
8P, 1
9P &
31P
are
elim
inat
ed.
Com
plet
e
23G
wyn
ns R
un In
terc
epto
rS
anita
ry C
ontr
act N
o. 8
12Im
prov
emen
ts to
the
Gw
ynns
Run
Inte
rcep
tor
Dec
embe
r 30
, 200
4F
ebru
ary
25, 2
007
12/2
7/20
07**
Elim
inat
es S
SO
Nos
. 106
,107
and
130
Com
ple
te
24G
wyn
ns R
un S
yste
m Im
prov
emen
tsS
anita
ry C
ontr
act N
o. 8
07A
sses
s hy
drau
lics
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
7E
limin
ates
SS
O N
os. 5
5, 5
6, 5
7, 6
0, 6
3, 1
03,
126,
127
, 128
and
131
Com
plet
e
25
Elim
inat
ion
of S
ipho
n B
low
offs
(S
ipho
n N
os. 9
and
10
- ea
st o
f Duk
elan
d S
tree
t, so
uth
of W
ilken
s A
venu
e) S
C
No.
827
1. C
lean
ing
and
insp
ectio
n of
sip
hons
with
rep
airs
as
nece
ssar
y.2.
Elim
inat
ion
of b
low
-offs
.O
n-ca
ll co
ntra
ctJu
ne 3
0, 2
004
June
30,
200
5E
limin
ates
SS
O N
os. 7
9 an
d 81
Com
plet
e*
26E
limin
atio
n of
Sip
hon
Blo
wof
f (S
ipho
n N
o. 8
- r
ear
of 8
00 U
netta
Ave
nue)
San
itary
Con
trac
t No.
827
1. C
lean
ing
and
insp
ectio
n of
sip
hon
with
rep
airs
as
nece
ssar
y.2.
Elim
inat
ion
of b
low
-off.
On-
call
cont
ract
June
30,
200
4Ju
ne 3
0, 2
005
Elim
inat
es S
SO
No.
32P
Com
plet
e
* A
ppro
ved
by M
DE
\EP
A.
** A
ppro
ved
by M
DE
, ***
App
rove
d by
EP
A
LO
W L
EV
EL
SE
WE
RS
HE
D
HIG
H L
EV
EL
SE
WE
RS
HE
D
CO
MB
INE
D S
EW
ER
AR
EA
S
GW
YN
NS
FA
LL
S S
EW
ER
SH
ED
Ap
pen
dix
1 -
3N
ote:
Sha
ded
date
cel
ls in
dica
te c
ompl
etio
n.
Civil Action No. JFM-02-1524 20 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
APPENDIX 2
STATUS OF PARAGRAPH 9
CONSTRUCTION PROJECTS
ST
AT
US
OF
PA
RA
GR
AP
H 9
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
Pro
j. N
o.
PR
OJE
CT
DE
SC
RIP
TIO
N A
ND
RE
MA
RK
S
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
C
ON
ST
RU
CT
ION
C
OM
PL
ET
ION
DA
TE
OF
E
VA
LU
AT
ION
C
OM
PL
ET
ION
ST
AT
US
JF-3
Low
er J
ones
Fal
ls S
ewer
Cle
anin
g
SC
876
- T
he 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
Fal
ls R
d S
ipho
n to
the
Hig
h Le
vel I
nter
cept
or, w
ith p
rope
r di
spos
al o
f rem
oved
mat
eria
l, an
d po
st c
lean
ing
CC
TV
/SO
NA
R/L
aser
ass
essm
ent t
o do
cum
ent t
he in
tern
al c
ondi
tion
of th
e pi
pes.
5/20
/200
9 (A
)1/
1/20
12 (
P)
1/1/
2013
(P
)
Thi
s co
ntra
ct w
as a
war
ded
to V
ideo
Pip
e S
ervi
ces
(VP
S)
on O
ctob
er 2
1, 2
009.
The
C
lean
ing
of th
e Lo
wer
Jon
es F
alls
and
M
aryl
and
Ave
. Sip
hon
Cle
anin
g w
ere
com
bine
d in
to o
ne P
roje
ct (
SC
876
).
JF-5
Mar
ylan
d A
venu
e S
ewer
Sip
hon
Cle
anin
g
SC
876
- T
he 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).
Typ
ical
wor
k in
clud
es in
itial
SO
NA
R a
sses
smen
t of
the
sani
tary
sew
ers
to q
uant
ify s
edim
ent a
nd d
ebris
leve
ls, c
lean
ing
of M
aryl
and
Ave
nue
Sip
hon,
and
var
ious
sew
ers
upst
ream
of t
he M
aryl
and
Ave
nue
Sip
hon,
with
pro
per
disp
osal
of
rem
oved
mat
eria
l, an
d po
st c
lean
ing
CC
TV
/SO
NA
R/L
aser
ass
essm
ent t
o do
cum
ent t
he in
tern
al
cond
ition
of t
he p
ipes
.
5/20
/200
9 (A
)1/
1/20
13 (
P)
1/1/
2014
(P
)
Thi
s co
ntra
ct w
as a
war
ded
to V
ideo
Pip
e S
ervi
ces
(VP
S)
on O
ctob
er 2
1, 2
009.
The
C
lean
ing
of th
e Lo
wer
Jon
es F
alls
and
M
aryl
and
Ave
. Sip
hon
Cle
anin
g w
ere
com
bine
d in
to o
ne P
roje
ct (
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
sew
er a
long
Jon
es F
alls
from
Nor
ther
n P
arkw
ay (
MH
S19
CC
_204
5MH
) to
Col
d S
prin
g La
ne (
MH
S19
OO
_104
2MH
). P
rior
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 c
onsu
ltant
(K
CI)
to c
arry
out
the
insp
ectio
n pr
oces
s. T
he fi
eld
wor
k w
as s
tart
ed in
Sep
tem
ber
2009
and
thei
r fin
ding
s w
ere
com
plet
ed a
nd a
fina
l rep
ort w
as d
eliv
ered
on
June
30,
201
0.
07/1
5/20
09 (
A)
08/0
8/20
10 (
A)
N/A
Per
Con
sulta
nt's
(K
CI)
eva
luat
ion
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-
activ
ated
w
ithou
t any
maj
or r
epai
r/re
habi
litat
ion
wor
k.
Thi
s pr
ojec
t is
com
plet
e an
d th
e C
ity w
ill
utili
ze th
is li
ne in
the
futu
re a
s de
emed
ne
cess
ary
a C
onst
ruct
ion
proj
ect w
ill n
ot b
e pu
rsue
d. A
ll F
utur
e w
ork
for
this
pip
e w
ill b
e tr
acke
d in
depe
nden
tly b
y th
e C
ity.
Con
ditio
nal A
ccep
tanc
e w
as o
n 11
/17/
10,
and
Fin
al A
ccep
tanc
e w
as o
n 09
/22/
11.
JF-8
SC
895
- M
D A
ve S
ewer
Reh
abS
C 8
95 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e M
aryl
and
Ave
sub
-se
wer
shed
of t
he J
ones
Fal
ls S
ewer
shed
.11
/04/
11 (
A)
05/2
0/13
(A
)11
/8/1
4 (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
trac
t was
aw
arde
d to
AM
Lin
er o
n 03
/21/
2012
. Pre
-co
nstr
cutio
n m
eetin
g w
as h
eld
on M
ay 1
7,
2012
. Con
stru
ctio
n be
gan
June
201
2.
Fou
rth
cons
truc
tion
prog
ress
mee
ting
was
he
ld o
n M
arch
20,
201
3. L
ast c
onst
ruct
ion
prog
ress
mee
ting
was
hel
d on
May
08,
201
3.
Con
stru
ctio
n co
mpl
eted
.
JF-9
SC
898
- S
tony
Run
Are
aR
epai
r an
d re
habi
litat
ion
of s
anita
ry s
ewer
and
man
hole
s in
the
Sto
ny R
un A
rea
of th
e Jo
nes
Fal
ls S
ewer
shed
.7/
27/2
012
(A)
2/28
/201
5 (P
)8/
28/2
016
(P)
The
pro
ject
was
adv
ertis
ed o
n 7/
27/2
012.
T
he lo
wes
t bid
der
is In
situ
form
Tec
hnol
ogie
s . L
ast c
onst
ruct
ion
prog
ress
mee
ting
was
he
ld o
n Ju
ne 0
6, 2
013.
Nex
t pro
gres
s m
eetin
g w
ill b
e he
ld o
n Ju
ly 1
1, 2
013.
JF-1
0S
C 8
99 -
Wes
tern
Run
Are
aR
epai
r an
d re
habi
litat
ion
of s
anita
ry s
ewer
and
man
hole
s in
the
Wes
tern
Run
Are
a of
the
Jone
s F
alls
Sew
ersh
ed.
7/27
/201
2 (A
)8/
22/2
014
(P)
2/22
/201
6 (P
)
The
pro
ject
was
adv
ertis
ed o
n 7/
27/2
012.
T
he lo
wes
t bid
der
is In
situ
form
Tec
hnol
ogie
s . L
ast c
onst
ruct
ion
prog
ress
mee
ting
was
he
ld o
n Ju
ne 0
6, 2
013.
Nex
t pro
gres
s m
eetin
g w
ill b
e he
ld o
n Ju
ly 1
1, 2
013.
JF-1
1S
C 9
00 -
Upp
er J
ones
Fal
ls a
nd M
aryl
and
Ave
nue
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e U
pper
Jon
es F
alls
and
M
aryl
and
Ave
nue
area
s of
the
Jone
s F
alls
Sew
ersh
ed.
7/27
/201
2 (A
)12
/19/
2014
(P
)6/
19/2
016
(P)
The
pro
ject
was
adv
ertis
ed o
n 7/
27/2
012.
T
he lo
wes
t bid
der
is In
situ
form
Tec
hnol
ogie
s . L
ast c
onst
ruct
ion
prog
ress
mee
ting
was
he
ld o
n Ju
ne 0
6, 2
013.
Nex
t pro
gres
s m
eetin
g w
ill b
e he
ld o
n Ju
ly 1
1, 2
013.
JON
ES
FA
LL
S S
EW
ER
SH
ED
A
ppen
dix
2-1
Not
e: S
hade
d da
te c
ells
indi
cate
com
plet
ion.
ST
AT
US
OF
PA
RA
GR
AP
H 9
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
Pro
j. N
o.
PR
OJE
CT
DE
SC
RIP
TIO
N A
ND
RE
MA
RK
S
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
C
ON
ST
RU
CT
ION
C
OM
PL
ET
ION
DA
TE
OF
E
VA
LU
AT
ION
C
OM
PL
ET
ION
ST
AT
US
JF-1
2S
C 8
97R
- G
reen
mou
nt, H
ampd
en a
nd B
olto
n H
illR
epai
r an
d re
habi
litat
ion
of s
anita
ry s
ewer
and
man
hole
s in
the
Gre
enm
ount
, Ham
pden
, and
B
olto
n H
ill a
reas
of t
he J
ones
Fal
ls S
ewer
shed
.3/
22/2
013
(A)
8/14
/201
5 (P
)2/
14/2
017
(P)
The
con
trac
t was
adv
ertis
ed o
n M
arch
22,
20
13. N
TP
was
issu
ed o
n Ju
ne 2
7, 2
013.
P
re-c
onst
rcut
ion
conf
eren
ce w
ill b
e he
ld o
n Ju
ly 1
0, 2
013.
OF
-6S
edim
ent C
lean
ing
Tru
nk S
ewer
s in
City
of
Bal
timor
e.S
C 8
94 -
Cle
anin
g of
Out
fall
Sew
ersh
ed 9
9-In
ch a
nd O
utfa
ll In
terc
epto
r (F
rom
N. B
ond
Str
eet t
o 63
00 B
lock
of E
. Lom
bard
Str
eet)
08/0
5/11
(A
)04
/28/
2014
(P
)
10
/28/
2015
(P
)
Thi
s co
ntra
ct w
as a
war
ded
to M
etra
In
dust
ries,
who
was
the
low
est b
idde
r, o
n Ju
ne 0
8, 2
011.
Not
ice-
to-P
roce
ed w
as
issu
ed o
n A
ugus
t 08,
201
1. C
lean
ing
of th
e ou
tfall
stop
ped
as o
f Jun
e 25
, 201
2. P
roje
ct
will
re-
star
t on
Apr
il 29
, 201
3. P
rogr
ess
mee
ting
#11
was
hel
d on
7/2
5/20
13.
HL-
8Li
bert
y H
eigh
ts R
elie
f Sew
er
SC
879
- D
esig
n an
d co
nstr
uctio
n 18
” R
elie
f Sew
er fr
om in
ters
ectio
n of
Spr
ingd
ale
Rd
and
N
Hilt
on S
t to
inte
rsec
tion
of W
abas
h A
ve a
nd L
iber
ty H
eigh
ts A
ve. (
S09
UU
_007
MH
to
S13
UU
_008
MH
). W
ork
incl
udes
exc
avat
ion
and
rem
oval
of e
xist
ing
12 in
ch s
ewer
line
, in
stal
latio
n of
240
0 LF
of n
ew 1
8-in
ch s
ewer
line
and
rel
ocat
ion
of 7
20 L
F o
f 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
rflo
ws
durin
g a
two
year
eve
nt.
2/10
/201
2 (A
)12
/15/
2013
(P
)6/
15/2
015
(P)
The
con
trac
t was
adv
ertis
ed o
n F
ebru
ary
10,
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
26,
2012
to M
onum
enta
l Pav
ing
and
Exc
avat
ing
Inc.
Firs
t con
stru
ctio
n pr
ogre
ss m
eetin
g w
as
held
on
Mar
ch 2
0, 2
013.
Las
t con
stru
ctio
n pr
ogre
ss m
eetin
g w
as h
eld
on J
une
12,
2013
. N
ext p
rogr
ess
mee
ting
is s
ched
uled
fo
r Ju
ly 1
7, 2
013.
HL-
9S
C90
7 -
Eas
t Bal
timor
e R
egio
nS
C 9
07 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e E
ast B
altim
ore
regi
on
of th
e H
igh
Leve
l Sew
ersh
ed.
3/22
/201
3 (A
)3/
22/2
015
(P)
9/22
/201
6 (P
)T
he c
ontr
act w
as a
dver
tised
on
Mar
ch 2
2,
2013
. The
low
est b
idde
r is
Inla
nd W
ater
s.
HL-
10S
C90
6 -
Wes
t Bal
timor
e R
egio
nS
C 9
06 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e W
est B
altim
ore
regi
on
of th
e H
igh
Leve
l Sew
ersh
ed.
5/10
/201
3 (A
)8/
7/20
15 (
P)
2/7/
2017
(P
)T
he c
ontr
act w
as a
dver
tised
on
May
10,
20
13. L
owes
t Bid
der
is S
AK
Con
strc
utio
n.
HL-
11S
C93
2 -
Impr
ovem
ents
to L
ower
Gw
ynns
Run
In
terc
epto
r –
Pha
se II
Fro
m F
rank
lin S
tree
t to
Bal
timor
e S
tree
t
SC
932
- Im
prov
emen
ts to
Low
er G
wyn
ns R
un In
terc
epto
r –
Pha
se II
Fro
m F
rank
lin S
tree
t to
Bal
timor
e S
tree
t - m
icro
tunn
elin
g pr
ojec
t7/
26/2
013
(A)
7/16
/201
5 (P
)1/
16/2
017
(P)
The
con
trac
t was
adv
ertis
ed o
n Ju
ly 2
6,
2013
. Low
est B
idde
r is
Bra
dsha
w
Con
strc
utio
n.
HL-
12S
C93
3 -
Hig
h Le
vel I
nter
cept
or C
lean
ing
SC
933
- c
lean
ing
of th
e H
igh
Leve
l Int
erce
ptor
7/26
/201
3 (A
)1/
22/2
015
(P)
7/22
/201
6 (P
)T
he c
ontr
act w
as a
dver
tised
on
July
26,
20
13. L
owes
t Bid
der
is V
ideo
Pip
e S
ervi
ces
Con
strc
utio
n.
HR
-1S
C91
1 -
Her
ring
Run
Sew
er Im
prov
emen
tS
C 9
11 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e H
errin
g R
un
Sew
ersh
ed.
8/16
/201
3 (A
)8/
16/2
015
(P)
2/16
/201
7 (P
)T
he c
ontr
act w
as a
dver
tised
on
Aug
ust 1
6,
2013
. Low
est B
idde
r is
AM
Lin
er E
ast.
HR
-2S
C90
8 -
Her
ring
Run
Sew
er Im
prov
emen
tS
C 9
08 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e H
errin
g R
un
Sew
ersh
ed.
9/6/
2013
(A
)8/
27/2
015
(P)
2/27
/201
7 (P
)T
he c
ontr
act w
as a
dver
tised
on
Sep
tem
ber
6, 2
013.
Low
est B
idde
r is
Anc
hor
Con
strc
utio
n.
LL-1
SC
922
- Lo
w L
evel
Inte
rcep
tor
Cle
anin
gS
C 9
22 -
cle
anin
g of
the
Low
Lev
el In
terc
epto
r8/
16/2
013
(A)
2/12
/201
5 (P
)8/
12/2
016
(P)
The
con
trac
t was
adv
ertis
ed o
n A
ugus
t 16,
20
13. L
owes
t Bid
der
is V
ideo
Pip
e S
ervi
ces
Con
strc
utio
n.
LL-2
SC
913
- W
este
rn R
egio
n of
Low
Lev
elS
C 9
13 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e W
este
rn R
egio
n of
the
Low
Lev
el S
ewer
shed
.9/
20/2
013
(A)
9/10
/201
5 (P
)3/
10/2
017
(P)
The
con
trac
t was
adv
ertis
ed o
n S
epte
mbe
r 20
, 201
3
Low
Lev
el S
ewer
shed
HIG
H L
EV
EL
SE
WE
RS
HE
D
OU
TF
ALL
SE
WE
RS
HE
D
Her
ring
Run
Sew
ersh
ed
A
ppen
dix
2-2
Not
e: S
hade
d da
te c
ells
indi
cate
com
plet
ion.
ST
AT
US
OF
PA
RA
GR
AP
H 9
CO
NS
TR
UC
TIO
N P
RO
JEC
TS
As
of
Sep
tem
ber
30,
201
3
Pro
j. N
o.
PR
OJE
CT
DE
SC
RIP
TIO
N A
ND
RE
MA
RK
S
DA
TE
C
ON
ST
RU
CT
ION
C
ON
TR
AC
T
AD
VE
RT
ISE
D
DA
TE
OF
C
ON
ST
RU
CT
ION
C
OM
PL
ET
ION
DA
TE
OF
E
VA
LU
AT
ION
C
OM
PL
ET
ION
ST
AT
US
LL-3
SC
912
- E
aste
rn R
egio
n H
igh
Leve
lS
C 9
12 -
Rep
air
and
reha
bilit
atio
n of
san
itary
sew
er a
nd m
anho
les
in th
e E
aste
rn R
egio
n of
the
Low
Lev
el S
ewer
shed
.9/
20/2
013
(A)
9/10
/201
5 (P
)3/
10/2
017
(P)
The
con
trac
t was
adv
ertis
ed o
n S
epte
mbe
r 20
, 201
3
wer
shed
Nam
e -
CD
Pro
ject
No.
A
ppen
dix
2-3
Not
e: S
hade
d da
te c
ells
indi
cate
com
plet
ion.
Civil Action No. JFM-02-1524 21 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
APPENDIX 3
LIST OF ILLEGAL CONNECTIONS
Oct
ober
-13
List
of
Ille
gal C
onne
ctio
nsP
erso
n/En
tity
Res
pons
ible
Sour
ce T
ype
Dat
e Id
enti
fied
Dye
Res
ult
Cur
rent
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
Pro p
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
Pro p
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
Pro p
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 Rd
.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
Pro p
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
11.
154
B1
Pro p
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
o per
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
len g
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
lett
er w
as
sent
to
the
prop
erty
ow
ner
on A
ugus
t 08
, 201
1. A
fo
llow
up
lett
er d
ated
01/
05/2
012
was
sen
t to
the
pr
oper
ty o
wne
r re
ques
ting
that
the
dra
in b
e di
scon
nect
ed. C
orre
ctiv
e ac
tion
has
been
tak
en. T
his
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
Pro p
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
viol
atio
n N
otic
e w
as is
sued
in J
uly
2011
. A m
eetin
g w
as h
eld
on J
uly
28, 2
011,
with
M
arbl
e H
all A
part
men
t m
anag
emen
t to
dis
cuss
the
pr
ogre
ss o
f re
loca
ting
the
illeg
al c
onne
ctio
n. Pe
r th
e m
anag
emen
t of
the
apa
rtm
ent
com
plex
, the
co
nnec
tion
was
re-
rout
ed in
Aug
ust
2011
. Fo
llow
up
test
ing
was
car
ried
out
in S
epte
mbe
r w
hich
indi
cate
d th
at t
he f
ix h
as n
ot p
reve
nted
sto
rm w
ater
get
ting
into
the
san
itary
sew
ers.
Fur
ther
coo
rdin
atio
n is
be
ing
done
to
perm
anen
tly r
esol
ve t
he is
sue.
A le
tter
da
ted
11/2
8/11
was
sen
t to
HCD
to
cont
inue
en
forc
emen
t. P
rope
rty
owne
r is
not
res
pons
ive.
DPW
w
ill c
oord
inat
e w
ith H
CD f
or e
nfor
cem
ent.
Thi
s vi
olat
ion
has
been
cor
rect
ed. A
Cit
y re
pres
enta
tive
vis
ited
the
sit
e an
d co
nduc
ted
visu
al in
spec
tion
and
dye
tes
t on
Mar
ch 1
1,
2013
to
conf
irm
. Thi
s lo
cati
on is
clo
sed.
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
lett
er
was
sen
t to
the
pro
pert
y ow
ner
on A
ugus
t 08
, 201
1.
A fo
llow
up
lett
er d
ated
11/
28/1
1 w
as s
ent
to t
he
prop
erty
ow
ner
requ
estin
g th
at t
he t
empo
rary
sea
l be
com
es p
erm
anen
t.24
.58
06Pa
rk H
eigh
ts A
ve.
78B
4Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l25
.78
B2
Pro p
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
26.
78B
3Pr
o per
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l27
.78
B9
Pro p
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
28.
78B
8Pr
o per
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l29
.59
05Pa
rk H
eigh
ts A
ve.
95B
2Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l30
.64
14Pa
rk H
eigh
ts A
ve.
315
A4
Prop
erty
Ow
ner
Dow
nspo
ut C
onne
ctio
n6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
31.
315
A3
Prop
erty
Ow
ner
Area
Dra
in3/
22/2
005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
32.
7126
Park
Hei
ghts
Ave
.28
0B
16Pr
oper
ty O
wne
rD
owns
pout
Con
nect
ion
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l33
.63
11Pe
arce
Ave
.20
3B
5Pr
o per
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l34
.20
3B
4Pr
o per
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l35
.61
06Pi
mlic
o Rd
.13
5A
1Pr
oper
ty O
wne
rD
rivew
ay D
rain
3/28
/200
5Po
sitiv
eN
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l36
.63
06Pi
mlic
o Rd
.12
7B
1Pr
o per
ty O
wne
r D
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l37
.55
03Ru
sk A
ve.
30B
1Pr
o per
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 Rd
.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
l gra
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 Rd
.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 Rd
.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
Pro p
erty
Ow
ner
Dow
nspo
ut6/
20/2
005
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
46.
2810
W. S
trat
hmor
e Av
e.18
0A
5Pr
oper
ty O
wne
rD
owns
pout
6/20
/200
5N
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l47
.36
02Ch
esho
lm R
d.Pr
o per
ty O
wne
rD
owns
pout
5/9/
2005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
48.
6708
Park
Hei
ghts
Ave
.Pr
oper
ty O
wne
rD
owns
pout
5/9/
2005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
49.
4214
Gro
vela
nd A
ve.
Pro p
erty
Ow
ner
Dow
nspo
ut5/
9/20
05Po
sitiv
eN
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l50
.44
14G
rove
land
Ave
.Pr
o per
ty O
wne
rD
owns
pout
5/9/
2005
Posi
tive
New
ly I
dent
ified
Conf
irmed
Not
Ille
gal
51.
2705
Que
en A
nne
Ave.
Prop
erty
Ow
ner
Dow
nspo
ut5/
9/20
05Po
sitiv
eN
ewly
Ide
ntifi
edCo
nfirm
ed N
ot I
llega
l
52.
5614
.Se
war
d Av
e Pr
oper
ty O
wne
r Sw
imm
ing
Pool
4076
4. P
ositi
veIll
egal
A le
tter
dat
ed 1
2/9/
11 w
as s
ent
to t
he p
rope
rty
owne
r re
ques
ting
that
the
dra
in b
e di
scon
nect
ed f
rom
the
sa
nita
ry li
ne. T
he il
lega
l con
nect
ion
was
rem
oved
by
the
owne
r.
Test
ID
Full
Add
ress
Cit
y of
Bal
tim
ore
Sani
tary
Sew
er O
verf
low
Con
sent
Dec
ree
Civi
l Act
ion
No.
JFM
-02-
1524
App
endi
x 3-
1
Civil Action No. JFM-02-1524 22 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
APPENDIX 4
PUMPING STATION WORK ORDERS
Civil Action No. JFM-02-1524 23 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
APPENDIX 5
SUMMARY OF REPORTED OVERFLOWS
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending September 30, 2013
Civil Action No. JFM-02-1524 Appendix 5-1 Activity at SSO Structures Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
SSO No. 67
Date Surcharge Depth (in)** Rainfall (in)
06/7/2013 Flow Meter in Place 1.87
06/10/2013 Flow Meter in Place 2.64
06/11/2013 Flow Meter in Place 0.01
06/13/2013 Flow Meter in Place 0.71
SSO No. 72
Date Surcharge Depth (in)** Rainfall (in)
06/7/2013 Flow Meter in Place 1.87
06/10/2013 Flow Meter in Place 2.64
06/11/2013 Flow Meter in Place 0.01
06/13/2013 Flow Meter in Place 0.71
SSO No. 132
Date Surcharge Depth (in)** Rainfall (in)
06/10/2013 Flow Meter in Place 2.41
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending September 30, 2013
Civil Action No. JFM-02-1524 Appendix 5-2 Activity at SSO Structures Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
06/11/2013 Flow Meter in Place 0.00
06/13/2013 Flow Meter in Place 1.20
07/03/2013 Flow Meter in Place 0.69
SSO No. 134
Date Surcharge Depth (in)** Rainfall (in)
06/7/2013 Flow Meter in Place 1.97
06/10/2013 Flow Meter in Place 2.41
06/11/2013 Flow Meter in Place 0.00
06/13/2013 Flow Meter in Place 1.20
07/03/2013 Flow Meter in Place 0.69
SSO No. 135
Date Surcharge Depth (in)** Rainfall (in)
06/10/2013 Flow Meter in Place 2.41
06/11/2013 Flow Meter in Place 0.00
SSO No. 137
Date Surcharge Depth (in)** Rainfall (in)
06/7/2013 Flow Meter in Place 2.32
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending September 30, 2013
Civil Action No. JFM-02-1524 Appendix 5-3 Activity at SSO Structures Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
06/10/2013 Flow Meter in Place 3.38
06/11/2013 Flow Meter in Place 0.00
06/13/2013 Flow Meter in Place 1.20
SSO No. 138
Date Surcharge Depth (in)** Rainfall (in)
06/10/2013 Flow Meter in Place 2.55
07/03/2013 Flow Meter in Place 1.55
SSO No. 139
Date Surcharge Depth (in)** Rainfall (in)
06/10/2013 Flow Meter in Place 2.55
07/03/2013 Flow Meter in Place 1.55
Pumping Station Overflows
Pumping Station Date Volume Loss (gal) Rainfall (in)
None Reported this Quarter
Waste Water Treatment Plant Overflows
City of Baltimore Activity at Sanitary Sewer Overflow Structures
For Calendar Quarter Ending September 30, 2013
Civil Action No. JFM-02-1524 Appendix 5-4 Activity at SSO Structures Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013
WWTP Date Volume Loss (gal) Rainfall (in)
None Reported this Quarter
Date Estimated
Volume (Gal)Cause Rain Receiving Waters Location Zip
7/1/2013Evidence of
OverflowPipe Break, Roots 0.14 N/A 110 W University Pkwy 21218
7/1/2013 60Rags, Grease, Heavy
Rain0.14 Inner Harbor 1750 E Madison St 21205
7/1/2013Evidence of
OverflowRags, Grease 0.14 N/A 22 Horseradish Ln 21202
7/2/2013Evidence of
OverflowRags 0.02 N/A 1242 N Broadway 21213
7/4/2013Evidence of
OverflowOther: Hardspot 0.00 Gwynns Falls 1006 Mosher St 21217
7/4/2013Evidence of
OverflowRags, Grease 0.00 Jones Falls 1312 W 40th St 21211
7/5/2013 67.5 Rags, Grease 0.00 N/A 2559 W Fairmount Ave 21223
7/5/2013Evidence of
OverflowGrease 0.00 N/A 4022 Pulaski Hwy 21224
7/5/2013 2670 Pipe Break 0.00 Herring Run 5013 Greenhill Ave 21206
7/6/2013 182 Rags, Roots 0.00 Patapsco 4022 Pulaski Hwy 21224
7/8/2013 3303 Rags, Roots 0.01 Jones Falls 119 Overhill Rd 21210
7/8/2013 1410 Rags 0.01 Jones Falls 2537 Brookfield Ave 21217
7/9/2013 2265 Grease 0.00 Herring Run 3101 Pulaski Hwy 21224
7/10/2013Evidence of
OverflowRags 0.02 N/A 2535 Brookfield Ave 21217
7/10/2013 8220Heavy Rain Other
Interceptor holding the water back
0.02 Herring Run Federal St and Orville Rd 21205
7/13/2013Evidence of
OverflowRags 0.29 N/A 2315 Belair Rd 21213
7/14/2013Evidence of
OverflowRags, Other Toilet
Paper0.00 N/A 4705 Kernwood Ave 21212
7/14/2013 60 Pipe Break, Vandalism 0.00 Herring Run 5209 Eugene Ave 21206
7/15/2013Evidence of
OverflowN/A 0.00 N/A 219 E North Ave 21202
7/17/2013 172 Grease 0.00 Herring Run 3320 Sinclair Ln 21213
7/17/2013Evidence of
OverflowOther Cleanout Cap 0.00 Baltimore Harbor 414 S Lehigh St 21224
7/17/2013Evidence of
OverflowN/A 0.00 N/A 4222 Falls St 21211
7/18/2013 1695Rags, Pipe Break,
Roots, Grease0.07 Gwynns Falls Powder Mill Ln & Wayne Ave 21207
7/19/2013 582 Rags, Grease 0.15 Jones Falls 1006 Billie Holiday Ct 21205
7/22/2013Evidence of
OverflowTrash 0.24 N/A 35 N Ellwood Ave 21224
7/23/2013 76 Roots 0.12 Herring Run 324 E Belvedere Ave 21212
7/24/2013 30 Rags, Trash 0.00 N/A 1805 N Chapel St 21213
7/24/2013 30 Rags, Grease 0.00 N/A 2325 Hollins St 21223
7/24/2013Evidence of
OverflowOther: Debris 0.00 N/A 30 Merrymount Rd 21210
7/24/2013 60 Rags, Grease 0.00 N/A 3800 E Baltimore St 21205
7/27/2013 340Pipe Break, Sand,
Gravel, Rocks0.16 Baltimore Harbor 2223 Gable Ave 21230
7/27/2013 60 Rags, Grease 0.16 N/A 28 E Ostend St 21230
7/29/2013 78 Rags, Grease 0.01 Jones Falls 401 E Madison St 21202
7/30/2013 84 Rags 0.00 Herring Run 1700 Coldspring Ln 21218
7/30/2013Evidence of
OverflowRags 0.00 N/A 219 E North Ave 21202
7/31/2013 240 Rags, Grease 0.00 N/A 2724 Bookert Dr 21225
7/31/2013 720 Roots, Vandalism 0.00 N/A 4000 Linkwood Rd 21210
7/31/2013 1440 Rags, Grease 0.00 N/A 4714 Greenspring Ave 21209
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending September 30, 2013
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 5
Date Estimated
Volume (Gal)Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending September 30, 2013
8/1/2013Evidence of
OverflowLeak 0.49 N/A 2713 W North Ave 21216
8/2/2013Evidence of
OverflowRoots 0.00 N/A 251 S Morley St 21229
8/4/2013Evidence of
OverflowRags, Grease 0.00 N/A 4000 Harford Rd 21218
8/5/2013Evidence of
OverflowRags 0.00 N/A 3208 Taney Rd 21215
8/5/2013Evidence of
OverflowRags, Grease 0.00 N/A 1618 N Regester St 21213
8/6/2013Evidence of
OverflowRoots 0.15 N/A 3800 E Baltimore St 21224
8/7/2013 39 Rags, Grease 0.11 N/A 2836 Maryland Ave 21218
8/8/2013Evidence of
OverflowGrease 0.90 N/A 811 N Calhoun St 21217
8/9/2013 316 Rags, Grease 0.40 Harbor700 N Martin Luther King
Blvd21201
8/9/2013Evidence of
OverflowN/A 0.40 N/A 5028 Queensberry Ave 21215
8/10/2013 104 Grease, Trash 0.00 N/A 3201 Abell Ave 21218
8/10/2013 3325 Rags, Grease, Trash 0.00 Patapsco 3447 Spelman Rd 21225
8/12/2013Evidence of
OverflowN/A 0.00 N/A 22 Merrymount Rd 21210
8/12/2013 225 N/A 0.00 Herring Run 4600 Pulaski Hwy 21224
8/13/2013 875 Rags, Grease 0.11 Herring Run 3800 E Baltimore St 21224
8/13/2013Evidence of
OverflowN/A 0.11 N/A 4002 Kathland Ave 21207
8/15/2013Evidence of
OverflowRags, Grease 0.00 N/A 430 Ilchester Ave 21218
8/15/2013 30 Rags 0.00 N/A 1827 Covington St 21230
8/15/2013Evidence of
OverflowRags, Grease 0.00 N/A 6309 Leith Walk 21239
8/15/2013Evidence of
OverflowN/A 0.00 N/A
Greenspring Ave & Dupont Ave
21209
8/16/2013 712 Rags 0.00 Jones Falls Maryland Ave & W 29th St 21218
8/17/2013 226 Broken Clean Out Tap 0.00 Jones Falls 1128 N Gilmor St 21217
8/18/2013Evidence of
OverflowShifted Pipe 0.01 N/A 1701 Sulgrave Ave 21209
8/19/2013 494 Rags 0.00 Low Level 219 N Calhoun St 21223
8/19/2013Evidence of
OverflowRags, Roots 0.00 N/A 4790 Melbourne Rd 21229
8/19/2013 600 N/A 0.00 N/A 6400 O'Donnell St 21224
8/19/2013 16 Rags, Grease 0.00 OutfallDupont Ave & Greenspring
Ave21209
8/19/2013 3084 Rags, Roots 0.00 Gwynns Falls 4443 Clifton Rd 21216
8/19/2013Evidence of
OverflowRags 0.00 N/A 4224 Falls Rd 21211
8/20/2013Evidence of
OverflowN/A 0.00 N/A 509 S Hanover St 21201
8/20/2013 810 Rags, Grease 0.00 Jones FallsCylburn Ave & Greenspring
Ave21215
8/21/2013Evidence of
OverflowN/A 0.00 N/A 115 S Wolfe St 21231
8/21/2013Evidence of
OverflowPipe Break 0.00 N/A 404 Lyman Ave 21212
8/21/2013Evidence of
OverflowGrease 0.00 N/A 1225 N Broadway 21213
8/23/2013Evidence of
OverflowRags, Grease 0.01 N/A 534 E Clement St 21230
8/23/2013Evidence of
OverflowN/A 0.01 N/A 811 N Calhoun St 21217
8/23/2013 90 N/A 0.01 N/A 3541 Liberty Heights Ave 21215
8/23/2013Evidence of
OverflowRags, Roots 0.01 N/A 2200 Arden Rd 21209
8/25/2013 360 Rags 0 Inner Harbor 1 N Decker St 21224
8/25/2013 115 Rags, Grease, Trash 0.00 Jones Falls 2300 Cylburn Ave 21209
8/27/2013 156 Rags 0.01 Jones Falls 4 Hillside Rd 21210
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 6
Date Estimated
Volume (Gal)Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending September 30, 2013
8/27/2013 140 Rags 0.01 N/A 431 Notre Dame Ln 21212
8/27/2013Evidence of
OverflowRags, Roots 0.01 N/A 1229 N Bentalou St 21216
8/28/2013Evidence of
OverflowN/A 0.01 N/A 1615 Ashburton St 21216
8/29/2013Evidence of
OverflowRags 0.00 N/A 2609 Huntingdon Ave 21211
8/30/2013Evidence of
OverflowRags 0.00 N/A 1327 S Hanover St 21230
8/31/2013Evidence of
OverflowRoots 0.00 N/A 1645 Northwick Ct 21218
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 7
Date Estimated
Volume (Gal)Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending September 30, 2013
9/1/2013 72 Trash, Grease N/A Jones Falls 3800 Greenmount Ave 21268
9/2/2013Evidence of
OverflowRags N/A N/A 6012 Wallis Ave 21215
9/4/2013Evidence of
OverflowRags N/A N/A 2725 Hampden Ave 21211
9/6/2013 60 Rags Grease N/A N/A 15 W North Ave 21201
9/6/2013 180Rags Grease Other
DebrisN/A High Level S Warwick Ave & Hollins St 21223
9/7/2013 350 Roots N/A Gwynns Falls 577 Wyndholme Way 21229
9/8/2013Evidence of
OverflowN/A N/A N/A 15 W North Ave 21201
9/9/2013 915Rags, Pipe Break,
Grease Other DebrisN/A Jones Falls 2100 Pulaski St 21217
9/10/2013Evidence of
OverflowRoots N/A N/A 2730 W Lafayette Ave 21216
9/10/2013 25 N/A N/A N/A 2549 Aisquith St 21218
9/11/2013Evidence of
OverflowRags N/A N/A 1911 Walbrook Ave 21217
9/11/2013 810 Rags, Grease N/A Jones Falls 4915 Greenspring Ave 21209
9/13/2013 120 Rags, Grease N/A Inner Harbor 523 Linwood Ave 21205
9/13/2013 540 Rags, Grease N/A N/AEdgevale Rd & Deepdene
Rd21210
9/13/2013Evidence of
OverflowN/A N/A N/A 813 N Milton Ave 21205
9/15/2013Evidence of
OverflowRags, Grease N/A N/A 3813 Stokes Dr 21229
9/15/2013Evidence of
OverflowOther, Unknown Object N/A Jones Falls 3101 Tilden Dr 21211
9/16/2013 2382 Rags N/A Gwynns Falls 3400 Pinkney Rd 21215
9/17/2013 158 Rags N/A N/A 5715 Park Heights Ave 21215
9/17/2013 340Rags, Pipe Break,
GreaseN/A Gwynns Falls
Cylburn Ave & Greenspring Ave
21215
9/17/2013Evidence of
OverflowRoots, Grease N/A N/A 3300 The Alameda 21218
9/18/2013 60 Rags, Roots, Grease N/A Gwynns Falls 340 S Augusta Ave 21229
9/18/2013 60 Rags, Grease N/A Gwynns Falls 709 Linnard St 21229
9/18/2013Evidence of
OverflowRoots N/A N/A 2700 Rittenhouse Ave 21230
9/19/2013Evidence of
OverflowN/A N/A N/A 250 N Fulton Ave 21223
9/21/2013 2900Rags, Grease, Other
DebrisN/A Patapsco Bethune Rd & Spelman Rd 21225
9/21/2013Evidence of
OverflowN/A N/A N/A 107 W 29th St 21218
9/21/2013Evidence of
OverflowRags N/A N/A 3130 Guilford Ave 21218
9/22/2013Evidence of
OverflowRags N/A N/A 320 E 33rd St 21218
9/22/2013Evidence of
OverflowN/A N/A N/A 2604 Goodwood Rd 21214
9/22/2013Evidence of
OverflowPipe Break N/A N/A 4224 Falls Rd 21211
9/23/2013Evidence of
OverflowRags N/A N/A 501 Hawthorn Rd 21210
9/23/2013 60 N/A N/A N/A 813 N Milton Ave 21205
9/23/2013Evidence of
OverflowN/A N/A N/A 1621 N Warwick Ave 21216
9/23/2013 180 N/A N/A N/A 2012 Ramsay St 21223
9/23/2013 60 N/A N/A N/ADupont Ave & Greenspring
Ave21209
9/23/2013Evidence of
OverflowRoots N/A N/A 458 Roundview Rd 21225
9/23/2013Evidence of
OverflowRags N/A N/A 1128 N Gilmor St 21217
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 8
Date Estimated
Volume (Gal)Cause Rain Receiving Waters Location Zip
City of BaltimoreUn-Permitted Sanitary Sewer Overflows
For Calendar Quarter Ending September 30, 2013
9/24/2013Evidence of
OverflowN/A N/A N/A 3208 Piedmont Ave 21216
9/25/2013 21,550 Pipe Break N/A N/A 4200 Franklintown Rd 21229
9/26/2013Evidence of
OverflowN/A N/A N/A 2121 Kentucky Ave 21218
9/26/2013 90 Rags, Roots N/A Herring Run 5656 The Alameda 21212
9/27/2013Evidence of
OverflowRags, Grease, Other:
Paper WipesN/A Jones Falls 3900 Linkwood Rd 21210
9/29/2013Evidence of
OverflowRoots N/A N/A 2606 Evergreen Ave 21214
9/30/2013 180 Rags, Grease N/A Patapsco 2001 W Patapsco Ave 21230
9/30/2013 90 Rags, Grease N/A Jones Falls 2836 Maryland Ave 21218
9/30/2013 472 Rags, Grease N/A N/A 3111 Frisby St 21218
9/30/2013 110 Roots N/A N/A 5900 The Alameda 21239
9/30/2013 420 Rags N/A N/ADupont Ave & Greenspring
Ave21209
1. Unknown Quantity - When DPW visited the site, the problem had already subsided, but the source of discharge was evident.
Notes:
3. N/A- Not Available (March 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.
Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 9
Ser
ial N
o.
Dat
e o
f O
ccu
rren
ceL
oca
tio
nZ
ip C
od
eS
trea
m A
ffec
ted
Dat
e o
f R
eso
luti
on
(S
ee
No
te 6
Bel
ow
)D
ura
tio
n
(Day
s)M
easu
res
Tak
en t
o Id
enti
fy S
ou
rce
or
Res
olv
e F
utu
re/P
lan
ned
Wo
rk
111
/30/
2007
Man
naso
ta &
Sha
nnon
2121
3H
errin
g R
unN
ot R
esol
ved
On-
goin
g5,
867,
837
T
City
had
on-
call
cont
ract
or c
ap th
e un
derd
rain
to
reso
lve
the
SD
UO
, but
the
sew
age
was
hyd
raul
ical
ly
forc
ed in
to th
e st
orm
dra
in p
ipe.
Cap
was
rem
oved
. In
vest
igat
ion
ongo
ing.
Fie
ld w
ork
was
per
form
ed to
ex
pose
und
erdr
ain
at tw
o lo
catio
ns
Fur
ther
inve
stig
atio
n w
ith d
ye te
stin
g an
d am
mon
ia
test
ing
is s
ched
ule
d f
or
nex
t q
uar
ter.
24/
11/2
007
6225
Yor
k R
d be
hind
Wal
ker
Mew
s A
part
men
t B
uild
ing
2121
2H
errin
g R
unN
ot R
esol
ved
On-
goin
g2,
093,
390
T
Dye
and
am
mon
ia te
stin
g an
d C
CT
V in
spec
tions
pe
rfor
med
prio
r to
CIP
P li
ning
. CIP
P li
ned
sew
er, b
ut
test
ing
indi
cate
d no
res
olut
ion.
Afte
r fu
rthe
r te
stin
g,
addi
tiona
l CIP
P L
inin
g w
as r
ecom
men
ded/
inst
alle
d
Rec
om
men
ded
fo
r lin
ing
/reh
abili
tati
on
. F
orw
ard
ed t
o U
AM
D o
n 1
0/11
/13
149/
18/2
007
JHU
Cam
pus
2121
8Jo
nes
Fal
lsN
ot R
esol
ved
On-
goin
g2,
630,
157
T
City
lette
r se
nt to
JH
U o
n 3/
30/1
1 re
quiri
ng th
at r
epai
rs
be m
ade.
JH
U c
ompl
eted
sig
nific
ant r
epai
r ef
fort
. S
ubse
quen
t ret
estin
g by
the
City
det
erm
ined
that
the
repa
irs to
dat
e ha
ve b
een
unsu
cces
sful
.
City
is c
lose
ly tr
acki
ng p
rogr
ess
in r
esol
ving
this
is
sue.
The
City
will
info
rm J
HU
that
the
rece
nt
repa
irs w
ere
not s
ucce
ssfu
l and
ref
er to
HC
D.
207/
5/20
06W
. 24t
h &
Mor
ton
St.
2121
8Jo
nes
Fal
lsN
ot R
esol
ved
On-
goin
g2,
586,
240
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
/HA
BC
and
on
9/
19/1
1, H
CD
rep
orte
d th
at 2
417
and
2433
Mar
ylan
d A
ve. h
ave
been
cor
rect
ed b
y a
priv
ate
plum
ber.
Tes
ting
of
243
3 co
nfirm
ed th
at th
ey h
ad r
esol
ved
thei
r pr
oble
m.
Loca
ted
addi
tiona
l Lea
king
priv
ate
conn
ectio
n.
Th
e fi
x h
as b
een
per
form
ed b
y th
e o
n-c
all
con
trac
tor.
A c
on
firm
ing
tes
t is
pen
din
g.
325/
19/2
009
4016
-401
8 R
oger
s A
ve. -
Rog
ers
Pos
t Apa
rtm
ents
21
207
Gw
ynns
Fal
lsN
ot R
esol
ved
On-
goin
g80
0,70
8T
Ser
ies
of d
ye a
nd a
mm
onia
test
ing
perf
orm
ed a
nd
CC
TV
insp
ectio
ns. P
robl
em id
entif
ied
to b
e a
priv
ate
prop
erty
issu
e. C
oord
inat
ed w
ith B
altim
ore
City
Hou
sing
D
epar
tmen
t to
addr
ess
this
issu
e. O
wne
r hi
red
a pl
umbe
r to
cle
an th
e lin
es.
Con
firm
ator
y te
stin
g by
the
City
in M
arch
indi
cate
s th
e is
sues
has
not
bee
n re
solv
ed.
Fur
ther
test
ing
conf
irmed
con
tinue
d pr
oble
m.
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 F
alls
Not
Res
olve
dO
n-go
ing
2,23
8,69
6T
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
ifica
ntly
, but
not
elim
inat
ed.
Rec
om
men
ded
fo
r lin
ing
/reh
abili
tati
on
. fo
rwar
ded
to
UA
MD
on
7/3
0/13
347/
17/2
009
Pal
l Mal
l Rd
& O
sweg
o A
ve21
215
Jone
s F
alls
Not
Res
olve
dO
n-go
ing
774,
144
TP
rope
rty
with
illic
it co
nnec
tion
to s
torm
dra
in h
as b
een
iden
tifie
d. N
otifi
ed H
CD
/HA
BC
of a
vio
latio
n, a
nd n
otic
e w
as is
sued
01/
10/1
1.T
he
fix
is u
nd
erw
ay
3811
/6/2
009
3302
Est
her
Pla
ce
(in
side
54"
stor
m d
rain
)21
212
Inne
r H
arbo
rN
ot R
esol
ved
On-
goin
g82
0,22
4T
For
nor
th s
ide,
lette
r to
be
sent
to H
CD
/HA
BC
. 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.
Fol
low
up
with
HC
D to
che
ck w
hen
this
con
nect
ion
will
be
re-r
oute
d by
the
owne
r. O
nce
com
plet
e,
follo
w u
p te
stin
g w
ill b
e ca
rrie
d ou
t.
Up
dat
ed t
hro
ug
h S
epte
mb
er 3
0, 2
013
Est
. Qu
anti
ty o
f D
isch
arg
e in
Gal
lon
s (8
)
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
4
For
Cal
enda
r Q
uart
er E
ndin
g S
epte
mbe
r 30
, 201
3A
ppen
dix
5-10
Ser
ial N
o.
Dat
e o
f O
ccu
rren
ceL
oca
tio
nZ
ip C
od
eS
trea
m A
ffec
ted
Dat
e o
f R
eso
luti
on
(S
ee
No
te 6
Bel
ow
)D
ura
tio
n
(Day
s)M
easu
res
Tak
en t
o Id
enti
fy S
ou
rce
or
Res
olv
e F
utu
re/P
lan
ned
Wo
rk
Up
dat
ed t
hro
ug
h S
epte
mb
er 3
0, 2
013
Est
. Qu
anti
ty o
f D
isch
arg
e in
Gal
lon
s (8
)
405/
26/2
010
Cro
ss C
ount
ry &
Chi
lham
Rd
(300
ft
nort
heas
t of i
nter
sect
ion
in a
n un
char
ted
15"
Sto
rm
Dra
in)
21
209
Wes
tern
Run
N
ot R
esol
ved
On-
goin
g49
,843
TV
erifi
ed a
s S
DU
O s
ite b
y am
mon
ia fi
eld
test
and
dye
te
st c
ompl
eted
on
May
26,
201
0.
Th
e fi
x h
as b
een
per
form
ed. A
co
nfi
rmin
g t
est
is
pen
din
g.
426/
3/20
10C
ross
Cou
ntry
& K
ey A
ve (
Sto
rm D
rain
MH
with
se
wag
e in
bot
tom
) 21
215
Wes
tern
run
N
ot R
esol
ved
On-
goin
g17
4,96
0T
Ver
ified
as
SD
UO
site
by
amm
onia
fiel
d te
st a
nd d
ye
test
com
plet
ed o
n Ju
ne 3
, 201
0. D
ye te
stin
g an
d C
CT
V
insp
ectio
n re
veal
ed C
IPP
Lin
ing
is r
ecom
men
ded.
UE
S is
add
ress
ing
this
site
as
part
of t
he o
vera
ll C
onse
nt D
ecre
e C
IP.
Thi
s se
ctio
n of
sew
er w
ill b
e C
IPP
line
d as
rec
omm
ende
d in
the
Jone
s F
alls
S
ewer
shed
Pla
n
488/
4/20
1034
12 -
341
8 G
lenm
ore
Ave
2121
4M
oore
s R
un to
Her
ring
Run
Not
Res
olve
dO
n-go
ing
581,
112
T
On
6/30
/201
1, th
e on
-cal
l con
trac
tor
repl
aced
two
sani
tary
hou
se c
onne
ctio
ns o
n G
lenm
ore
Ave
nue.
On
9/20
/201
1, te
st r
esul
ts r
ecei
ved
from
SW
MD
indi
cate
th
at th
e T
heod
ore
Ave
dra
in is
a ta
rget
. On-
call
cont
ract
or in
stal
led
a ne
w M
H o
n th
e un
char
ted
pipe
en
terin
g th
e T
heod
ore
Ave
. C
CT
V p
erfo
rmed
in A
pril
2012
. A
dditi
onal
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. D
ye t
esti
ng
p
erfo
rmed
Ju
ne
2013
.
Inve
stig
atio
n o
ng
oin
g;
add
itio
nal
ho
use
s al
on
g
Gle
nm
ore
Ave
. to
be
dye
tes
ted
519/
9/20
10B
arre
St.
near
Ste
rret
t21
203
Inne
r H
arbo
rN
ot R
esol
ved
On-
goin
g28
,895
AIn
vest
igat
ion
ongo
ing.
UE
S in
the
proc
ess
of n
otify
ing
HC
D to
pro
cess
a V
iola
tion
Not
ice.
DH
CD
rec
eive
d ju
dg
men
t an
d t
he
ow
ner
is
wo
rkin
g t
o f
ix t
he
pro
ble
m.
5211
/17/
2010
39th
& U
nive
rsity
Pkw
y21
218
Jone
s F
alls
N
ot R
esol
ved
On-
goin
g68
3,37
5T
Line
CC
TV
ed in
Nov
. 201
1, b
ut d
ebris
and
roo
ts b
lock
pi
pe.
Coo
rdin
ated
with
con
trac
tor
to in
stal
l new
MH
to
faci
litat
e fu
rthe
r C
CT
V.
Add
ition
al c
lean
ing
perf
orm
ed.
Rec
omm
ende
d fo
r lin
ing.
Th
e fi
x h
as b
een
per
form
ed. A
co
nfi
rmin
g t
est
is
pen
din
g.
558/
10/2
011
Man
nas
ota
& P
arks
ide
2120
6H
erri
ng
Ru
nN
ot
Res
olv
edR
eso
lved
28,9
33T
Sew
age
is in
filt
rati
ng
th
e st
orm
en
teri
ng
sto
rm d
rain
at
Cyl
bu
rn A
ve. O
n 7
/26/
2011
, on
-cal
l co
nsu
ltan
t re
com
men
ded
th
e se
wer
lin
e b
e C
IPP
lin
ed. S
ite
lined
, bu
t fo
llow
-up
tes
tin
g d
ocu
men
ted
am
mo
nia
.
Un
der
ren
ewed
inve
stig
atio
n.
568/
23/2
011
Clif
ton
Roa
d be
twee
n F
airf
ax a
nd W
estc
hest
er
Roa
ds21
216
Gw
ynns
Fal
lsN
ot R
esol
ved
On-
goin
g73
1,27
5T
Dur
ing
field
inve
stig
atio
n of
a 2
4" d
rain
, an
unid
entif
ied
pipe
(18
" dr
ain)
was
foun
d to
be
carr
ying
flow
. A n
ew
man
hole
was
con
stru
cted
on
9/28
/201
1 to
pro
vide
ac
cess
to th
e 18
" dr
ain.
The
on-
call
cont
ract
or
atte
mpt
ed to
cle
an a
nd C
CT
V fr
om th
e m
anho
le to
the
18"
drai
n bu
t dis
cove
red
that
the
pipe
was
full
of d
ebris
, ro
ots
and
brok
en.
New
MH
inst
alle
d. F
urth
er te
levi
sing
le
d to
ano
ther
ben
d. E
asem
ent i
ssue
s to
be
cons
ider
ed.
Ad
dit
ion
al d
ye t
esti
ng
to
be
sch
edu
led
, d
epen
din
g o
n f
urt
her
tes
tin
g o
f th
e fl
ow
, fo
r am
mo
nia
an
d b
acte
ria.
Sm
oke
tes
tin
g t
o b
e co
nsi
der
ed.
578/
31/2
011
Sea
bury
& H
illvi
ew21
225
Pat
apsc
oN
ot R
esol
ved
On-
goin
g39
2,84
8T
CIP
P L
inin
g re
com
men
ded
and
exec
uted
. Dye
dep
loye
d in
the
mai
n ch
anne
l abo
ut 1
foot
bel
ow s
anita
ry
man
hole
at S
eabu
ry R
d. a
nd H
illvi
ew w
as n
egat
ive.
Dye
he
ld in
the
sani
tary
man
hole
chan
nel w
as p
ositi
ve.
The
man
hole
in q
uest
ion
need
s to
be
reha
bbed
. F
orw
ard
ed t
o U
AM
D o
n 1
7/30
/13
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
4
For
Cal
enda
r Q
uart
er E
ndin
g S
epte
mbe
r 30
, 201
3A
ppen
dix
5-11
Ser
ial N
o.
Dat
e o
f O
ccu
rren
ceL
oca
tio
nZ
ip C
od
eS
trea
m A
ffec
ted
Dat
e o
f R
eso
luti
on
(S
ee
No
te 6
Bel
ow
)D
ura
tio
n
(Day
s)M
easu
res
Tak
en t
o Id
enti
fy S
ou
rce
or
Res
olv
e F
utu
re/P
lan
ned
Wo
rk
Up
dat
ed t
hro
ug
h S
epte
mb
er 3
0, 2
013
Est
. Qu
anti
ty o
f D
isch
arg
e in
Gal
lon
s (8
)
5911
/22/
2011
Fai
rmou
nt a
nd B
radf
ord
2122
4In
ner
Har
bor
Not
Res
olve
dO
n-go
ing
61,3
85A
Per
form
ed d
ye te
st, e
xcav
ated
dra
in a
nd p
erfo
rmed
C
CT
V.
New
man
hole
bui
lt.C
on
tin
ue
to m
on
ito
r
621/
27/2
012
JHU
- R
emse
n H
all
2121
8Jo
hns
Fal
lsN
ot R
esol
ved
On-
goin
g21
5,30
7A
Met
with
rep
rese
ntat
ives
of J
ohns
Hop
kins
Uni
vers
ity to
di
scus
s is
sue.
JH
U c
ompl
eted
sig
nific
ant r
epai
r ef
fort
. S
ubse
quen
t ret
estin
g by
the
City
det
erm
ined
that
the
repa
irs to
dat
e ha
ve b
een
unsu
cces
sful
.
JHU
is p
roce
edin
g w
ith r
epai
rs w
ith r
epai
rs. T
he C
ity
will
info
rm J
HU
that
the
rece
nt r
epai
rs w
ere
not
succ
essf
ul a
nd r
efer
to H
CD
.
6312
/2/2
011
Pin
kney
& W
inne
r21
215
John
s F
alls
Not
Res
olve
dO
n-go
ing
104,
359
TC
IPP
Lin
ing
reco
mm
ende
d.
Ret
est u
pon
com
plet
ion
of li
ning
. W
ork
to
be
per
form
ed u
nd
er C
D p
roje
ct.
6610
/11/
2012
McM
eche
n &
Jor
dan
2121
7Jo
nes
Fal
lsN
ot R
esol
ved
On-
goin
g2,
497,
824
TD
ye te
st p
rogr
am a
nd C
CT
V p
erfo
rmed
.N
ew M
H r
ecen
tly
inst
alle
d;
mo
re d
ye t
esti
ng
an
d
CC
TV
pla
nn
ed.
679/
26/2
012
McM
eche
n &
Bre
vard
2121
7Jo
nes
Fal
lsN
ot R
esol
ved
On-
goin
g37
,095
TD
ye te
stin
g p
erfo
rmed
.U
nder
Inve
stig
atio
n
6810
/11/
2012
Mas
on &
McM
eche
n21
217
Jone
s F
alls
Not
Res
olve
dO
n-go
ing
12,7
44T
Dye
test
pro
gram
and
CC
TV
per
form
ed.
New
MH
rec
entl
y in
stal
led
; m
ore
dye
tes
tin
g a
nd
C
CT
V p
lan
ned
6912
/4/2
012
Fai
t & G
rund
y21
224
Inne
r H
arbo
rN
ot R
esol
ved
On-
goin
g17
,280
TH
eavy
cle
anin
g a
nd
CC
TV
per
form
ed.
MH
rec
entl
y in
stal
led
; m
ore
dye
tes
tin
g a
nd
C
CT
V p
lan
ned
.
7012
/5/2
012
Hav
en &
Ban
k21
224
Inne
r H
arbo
rN
ot R
esol
ved
On-
goin
g19
,764
TD
ye t
esti
ng
an
d m
ann
ed in
spec
tio
n c
on
firm
ed
pri
vate
co
nn
ecti
on
s. P
rop
erty
ow
ner
no
tifi
ed.
Fo
llow
up
wit
h p
rop
erty
ow
ner
to
co
nfi
rm r
epai
r.
711/
29/2
013
Arm
iste
ad C
reek
2120
5H
errin
g R
unN
ot R
esol
ved
On-
goin
g87
,840
AV
isu
al in
spec
tio
n a
nd
dye
tes
t p
erfo
rmed
.U
nder
Inve
stig
atio
n
722/
13/2
013
Fai
rway
Rid
ge A
pts.
21
207
Gw
ynns
Fal
lsN
ot R
esol
ved
On-
goin
g16
,924
AD
ye t
esti
ng
co
nfi
rmed
pri
vate
co
nn
ecti
on
s.
Pro
per
ty o
wn
er n
oti
fied
.F
ollo
w u
p w
ith
pro
per
ty o
wn
er t
o c
on
firm
rep
air.
733/
1/20
1323
0 N
. Fra
nklin
tow
n R
d.21
223
Gw
ynns
Fal
lsN
ot R
esol
ved
On-
goin
g89
,701
AD
ye t
esti
ng
per
form
ed.
Fo
llow
-up
dye
tes
tin
g s
ched
ule
d.
743/
12/2
013
3801
Pul
aski
Hw
y -
Heb
rew
Frie
ndsh
ip C
emet
ery
2122
4In
ner
Har
bor
Not
Res
olve
dO
n-go
ing
153,
278
AD
ye t
esti
ng
an
d in
spec
tio
n p
erfo
rmed
.R
eco
mm
end
ed f
or
linin
g/r
ehab
ilita
tio
n.
Rec
om
men
dat
ion
was
fo
rwar
ded
to
UA
MD
fo
r im
ple
men
tati
on
on
6/2
6/13
754/
3/20
13P
ula
ski H
wy.
& D
ean
St.
21
224
Inn
er H
arb
or
No
t re
solv
edO
n-g
oin
g7,
078
AD
ye t
esti
ng
an
d in
spec
tio
n p
erfo
rmed
.R
eco
mm
end
ed f
or
linin
g/r
ehab
ilita
tio
n.
Rec
om
men
dat
ion
was
fo
rwar
ded
to
UA
MD
fo
r im
ple
men
tati
on
on
6/5
/13
765/
22/2
013
Nu
th A
ve, o
ff o
f F
ran
kfo
rd A
ve.
2121
3H
erri
ng
Ru
nN
ot
reso
lved
On
-go
ing
3,55
9T
Dye
tes
t p
rog
ram
, an
d C
CT
V,
pla
nn
ed.
Rec
om
men
ded
fo
r lin
ing
. Lin
ing
did
no
t fi
x th
e p
rob
lem
. In
vest
igat
ion
s w
ill c
on
tin
ue
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
4
For
Cal
enda
r Q
uart
er E
ndin
g S
epte
mbe
r 30
, 201
3A
ppen
dix
5-12
Ser
ial N
o.
Dat
e o
f O
ccu
rren
ceL
oca
tio
nZ
ip C
od
eS
trea
m A
ffec
ted
Dat
e o
f R
eso
luti
on
(S
ee
No
te 6
Bel
ow
)D
ura
tio
n
(Day
s)M
easu
res
Tak
en t
o Id
enti
fy S
ou
rce
or
Res
olv
e F
utu
re/P
lan
ned
Wo
rk
Up
dat
ed t
hro
ug
h S
epte
mb
er 3
0, 2
013
Est
. Qu
anti
ty o
f D
isch
arg
e in
Gal
lon
s (8
)
776/
12/2
013
2434
Ho
ffm
an S
t.
2121
3In
ner
Har
bo
rN
ot
Res
olv
edO
n-g
oin
g14
9T
Dye
tes
t p
rog
ram
in p
rog
ress
.L
inin
g a
nd
po
int
rep
air
reco
mm
end
atio
ns
wer
e fo
rwar
ded
to
UA
MD
on
10/
9/13
787/
26/2
013
500
blo
ck o
f B
loo
m S
t.21
217
Jon
es F
alls
No
t R
eso
lved
On
-go
ing
81,7
70T
CC
TV
pro
gra
m in
pro
gre
ssU
nd
er In
vest
igat
ion
797/
31/2
013
Per
kin
s H
om
es, 2
63 D
alla
s C
t.21
223
Inn
er H
arb
or
No
t R
eso
lved
On
-go
ing
12,8
45T
Dye
tes
t p
rog
ram
an
d C
CT
V c
on
du
cted
.U
nd
er In
vest
igat
ion
808/
16/2
013
Per
kin
s H
om
es, 2
70-2
79 D
alla
s C
t.21
223
Inn
er H
arb
or
No
t R
eso
lved
On
-go
ing
34,8
45T
Dye
tes
t p
rog
ram
an
d C
CT
V c
on
du
cted
.U
nd
er In
vest
igat
ion
818/
29/2
013
2301
Wilk
ens
Ave
.21
223
Gw
ynn
s R
un
No
t R
eso
lved
On
-go
ing
499
AD
ye t
este
d n
earb
y sa
nit
ary,
wit
ho
ut
po
siti
ve r
esu
lts.
Lin
ing
an
d p
oin
t re
pai
r re
com
men
dat
ion
s w
ere
forw
ard
ed t
o U
AM
D o
n 1
0/9/
13
S
DU
O S
ite o
n P
rivat
e P
rope
rty
4. T
otal
SD
UO
Site
s U
nres
olve
d:
35 (
42%
Op
en)
SD
UO
Sum
mar
y:
1. T
otal
SD
UO
Site
s D
ocum
ente
d: 8
3
2. T
otal
SD
UO
Site
s R
esol
ved:
48
(58
% C
om
ple
te)
3. T
otal
Act
ive
SD
UO
Site
s on
Priv
ate
Pro
pert
y: 1
1
8.
(T
) -
Flo
w c
alcu
late
d ut
ilizi
ng T
KN
con
cent
ratio
n.
(A
) -
Flo
w C
alcu
late
d ut
ilizi
ng A
mm
onia
con
cent
ratio
n.
5. N
ew S
DU
O S
ites
docu
men
ted
in th
e la
st Q
uart
er:
4.
For
all
activ
e si
tes,
the
City
ulti
mat
ely,
pla
ns o
n ca
lcul
atin
g flo
ws
usin
g T
KN
- p
er g
uide
lines
of t
he a
ppro
ved
prot
ocol
by
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 0
9/30
/201
3 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
Est
imat
ed Q
uant
ities
of D
isch
arge
list
ed in
the
abov
e ta
ble
are
base
d on
a s
tart
dat
e of
Oct
ober
30,
20
08 in
acc
orda
nce
with
the
lette
r is
sued
by
EP
A d
ated
Nov
embe
r 12
, 201
0. T
he a
ctua
l sta
rt d
ate
of th
e se
wer
di
scha
rge
base
d on
test
ing
is li
sted
in th
e D
ate
of O
ccur
renc
e.
9. F
or s
ites
that
hav
e no
t yet
bee
n re
solv
ed,
"Est
. Qua
ntity
of D
isch
arge
(G
al)"
is r
eadj
uste
d ea
ch q
uart
er to
ref
lect
th
e el
apse
of t
ime
and
any
rece
nt fi
eld
info
rmat
ion
(flo
w, N
H3,
TK
N)
that
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
4
For
Cal
enda
r Q
uart
er E
ndin
g S
epte
mbe
r 30
, 201
3A
ppen
dix
5-13
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Updated: October 2013
Q44 SSOs! July2013! August2013! September2013
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
J u l y 2 0 1 3 - S e p t e m b e r 2 0 1 3J u l y 2 0 1 3 - S e p t e m b e r 2 0 1 3