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Civil Action No. JFM-02-1524 Calendar Quarterly Report No. 47 For Calendar Quarter Ending June 30, 2014

City of Baltimore Sanitary Sewer Overflow

Consent Decree

Civil Action No. JFM-02-1524

Calendar Quarterly Report No. 47 For Calendar Quarter ending June 30, 2014

Submitted: July 30, 2014

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. 47 For Calendar Quarter Ending June 30, 2014

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

13

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



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.



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 June 30, 2014, 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



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 #132 (site P8_10_132S), SSO #134 (site HL32) and SSO #135 (site P8_10_135S) these meters were removed on 2/20/14, 8/17/13 and 6/13/14 and, respectively. These meters are planned to be reinstalled 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.



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 June 30, 2014, 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

April May June

7 4 Lower Jones Falls Interceptor 1 1 1

8 5 Stony Run Interceptor & P.S. 1 1 1

10 7 Greenmount Interceptor 1 1 1



Consent

Decree

Project ID No.

ADS

Project ID No. Project

No. of Meters

April May June

Total 3 3 3

A summary of rainfall and flow monitoring data collected during March, April, and May 2014 (the data reported lags by one month due to the 30-day lag time in delivery of the prior month’s data), prepared by RJN/ADS Environmental Services is submitted on a compact disk in the inside of the back cover of this Calendar Quarterly Report. The ADS report includes: Meter location maps Meter site reports Rain gauge location maps Tabular flow monitoring data Tabular rain gauge data Depth and velocity scattergraph plots Flow and rainfall data in Excel format

All flow meters are ADS Model 4000 flow monitors. Each meter was calibrated by manually measuring depth and velocity to confirm that the flow meters are functioning properly. Multiple measurements were obtained for each flow meter. These measurements are shown on the depth-velocity scattergraphs provided for the flow monitoring sites.

F. Progress Reports:

Progress of work under Paragraph 8 is as reported herein.

Paragraph 9: Collection System Evaluation and Sewershed Plans

A. The milestone dates for completion of the Sewershed Study and Plan for each of the

City’s eight sewersheds, as established by Paragraph 9.B of the Consent Decree, recognize that evaluation work will not begin in earnest until several years after the Date of Entry.

Sewershed Study and Plan: The City submitted Jones Falls, the first of the sewershed plans to MDE/EPA and DOJ on December 26, 2008 with an approach plan for prioritizing the capital improvements recommended by the Jones Falls team and the other sewersheds. MDE/EPA submitted comments on the Jones Falls Report in a letter dated June 4, 2009. The City responded within 30 days. The Herring Run sewershed plan was submitted to MDE/EPA and DOJ on June 26, 2009. The Low Level sewershed plan was submitted to MDE/EPA and DOJ on December 22, 2009. The High Level sewershed plan was submitted to MDE/EPA and DOJ on December 21, 2009. The Patapsco, Dundalk, Outfall and Gwynns Falls sewershed plan were submitted to MDE,



EPA and DOJ on June 15, 2010, June 18, 2010, June 25, 2010 and June 28, 2010, respectively. All eight (8) Sewershed Plans/Reports were submitted by the milestone dates established in the Consent Decree.

In the Planning phase the Sewershed teams have completed quality control and the quantities below are provided as final inspection quantities.

A total of 33,227 manholes were inspected during Paragraph 9 sewershed studies 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 June 30, 2014, 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

June 30, 2014, there was no capacity/flow management analysis activity related to the Sewershed Studies and Plans.

F. Sewershed Study and Plan(s) Approval and Implementation:

Sewershed Study and Plan(s): All eight (8) Sewershed Plans/Reports have been submitted by the milestone dates established in the Consent Decree. Approval The plans have been submitted. The City provided a technical workshop on February 26, 2009, addressed comments sent on June 4, 2009 for Jones Falls and met with MDE and EPA on May 3, 2010 to provide further justification on the use of the 2-year 24 hr design storm. In addition to other items such as an affordability analysis, MDE and EPA also requested that the City consider levels of improvement that would minimize SSOs in sensitive areas. Based on EPA’s definition of “sensitive areas” received on June 28,



2010, the City evaluated an approach that includes the sewershed studies recommended improvements and accounts for higher levels of controls for minimizing SSOs in identified sensitive areas. The City received a letter from United States Environmental Protection Agency (EPA) dated February 10, 2011, stating that it has reviewed the Final Sewershed Plans for Jones Falls, Herring Run, and High Level. Based on its review has concluded that after the City implements the proposed improvements (2-year 24-hour design storm) a significant number of overflows will remain during greater storm events, 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:



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. On November 1, 2013, the City received a response from the Regulators to the June 28, 2013, City letter regarding the time line for completion of Phase 2 Consent Decree work. The Regulators recognized the ongoing efforts by the City and indicated that they have no objection to the implementation of a refined version of the IPF and a two-phased adaptive management approach to complete the structural and hydraulic rehab under the Consent Decree. The Regulators also pointed out that a court approval of an amended Consent order is required if any deadlines are to be modified. The City responded to the November 1, 2013 correspondence in a letter dated December 16, 2013 and met with EPA, DOJ and MDE on March 27, 2014 to



provide a progress update on the Consent Decree. The City followed up with a letter dated May 12, 2014, to the Regulators highlighting the two phased adaptive management approach and re-iterating the City’s willingness and commitment to move forward with the Consent Decree modification. On May 12, 2014 the City provided a response based on questions raised by EPA and MDE during the progress meeting on March 27, 2014. An additional follow-up conversation between EPA and the City on June 4, 2014 resulted in the Phase 1 Adaptive Management Contract Summary which was submitted to EPA on June 27, 2014. 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.

Paragraph 10: Illegal Sewer Connections

A. Illegal Private Connections: During the calendar quarter ending June 30, 2014,

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 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 June 30, 2014, 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 June

30, 2014, Baltimore inspected each of the eight pumping stations at least twice daily in accordance with Paragraph 11.B. All inspections were conducted in accordance with the inspection checklist attached as Appendix F to the Consent Decree, and completed inspection checklists are being maintained. All deficiencies noted during inspections were corrected within eight hours, or a work order was issued for correction. A listing of these work orders is attached as Appendix 4 to this Calendar Quarterly Report.

As reported in Quarterly Report No. 8, the project to upgrade the SCADA system for remote monitoring of pumping stations is completed. As such, the City of Baltimore recognizes that once daily pumping station inspections will satisfy the requirements of the Consent Decree in accordance with Paragraph 11.B.i.

C. Pumping Station Remote Monitoring: As of June 30, 2014, 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 June 30, 2014, 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 June 30, 2014, 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 June 30, 2014, 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 June 30, 2014.

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 Innovyze.

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 completed implementation of the Model for each

sewershed on or before submission of the respective Sewershed Study and Plan required under Paragraph 9, and certified the model for each sewershed at that time.

F. Progress Report: The City continued development and enhancement of the

model during this Quarterly period.



Paragraph 13: Collection System Operation and Maintenance

A. During the calendar quarter ending June 30, 2014, 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. The seventh annual progress report was submitted on October 30, 2013.

Paragraph 14: Information Management System Program

A. During the calendar quarter ending June 30, 2014, Baltimore continued to develop an information management system that will facilitate engineering analysis, evaluation, operation and maintenance of the collection system.

B. Geographic Information System: On September 24, 2004, Baltimore demonstrated to EPA and MDE that the GIS is fully functioning and capable of displaying the information described in Paragraph 14.B.i through iv.

C. 500 Scale Maps: This requirement has been completed as reported in Quarterly

Report No. 7. D. Global Positioning System: Water and Wastewater Maintenance crews are equipped

with eight global positioning system (“GPS”) units for use in collection system maintenance. A standard operating procedure (SOP) has been developed for the use of these units in locating collection system components. Maintenance crews have received appropriate training to use the GPS units.



E. Inventory of Collection System Components: On September 24, 2004, Baltimore

demonstrated to EPA and MDE that the GIS is fully functioning and capable of displaying the information described in Paragraph 14.E for each component.

F. Update Inventory of Collection System Components: Within ninety (90) days of

completion of inspection or rehabilitation of a collection system component as required under Paragraph 9, Baltimore will update the collection system inventory.

G. Progress Reports: Development of the Baltimore collection system inventory

database continued throughout the calendar quarter ending June 30, 2014. 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.



D. Yearly Review and Update: During the Calendar Quarter ending December 31,

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. The 2013 annual updates to the ERP were submitted to the Regulators on December 21, 2013

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 June 30, 2014, 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 June 30, 2014 is provided in Appendix 5.

B. During the calendar quarter ending June 30, 2014, 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 June 30, 2014, 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 June 30, 2014, there were no other anticipated problems with Section VI requirements to report.



D. DESCRIPTION OF SEP ACTIVITIES

The study and 30% design for the Patapsco Wastewater Treatment Plant Enhanced Nutrient Removal (ENR) project was completed and submitted to Maryland Department of the Environment (MDE) and US EPA Region III (EPA) in September 2004. The MDE letter approving the 30% design for the Patapsco Wastewater Treatment Plant was on December 01, 2004. The EPA letter approving the 30% design was on received May 24, 2005. The consultant agreement for the design of the Patapsco Wastewater Treatment Plant ENR project was approved by the City’s Board of Estimates on December 21, 2005. As of the calendar quarter ending June 30, 2014, 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 June 30, 2014, this contract was advertised on April 30, 2010, and bids were due on September 30, 2010. The construction NTP was issued on February 22, 2011. This project is currently in the construction phase. The 75% design document for the Improvements to the Headworks and Wet Weather Flow Equalization at Back River WWTP Project (SC 918) was submitted to the City on June 27, 2014 for review.

E. ADDITIONAL MATTERS FOR THE ATTENTION OF THE EPA AND MDE

As of the calendar quarter ending June 30, 2014 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.



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

JE

CT

S

As o

f Ju

ne 3

0, 2014

PR

OJ.

ID N

O.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

CO

MP

LE

TIO

N

DA

TE

SS

O

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

SS

O/C

SO

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

ST

AT

US

1W

este

rn R

un I

nte

rcepto

r (J

PI

Bra

nch)

Sanitary

Contr

act

Nos.

760 &

789

1.

Insta

ll a

ppro

xim

ate

ly 8

80 lin

ear

feet

of

30-i

nch p

ara

llel re

lief

sew

er

from

JP

IB49 t

o J

PI1

0 (

alo

ng J

PI9

0A

-

JP

I94)

(SC

760)

2.

Insta

ll a

ppro

xim

ate

ly 9

,400 lin

ear

feet

of

21-

to 2

4-i

nch p

ara

llel re

lief

sew

er

from

JP

I20 t

o J

PI6

5 (

SC

789)

3.

Rehabilitate

appro

xim

ate

ly 3

,300 lin

ear

feet

of

exis

ting 1

8-i

nch s

ew

er

from

JP

I07 t

o J

PI2

0 (

SC

789)

June 3

0,

2002

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

nos.

21,

22,

23,

24 a

nd 2

9C

om

ple

te

2

Upper

Jones F

alls I

nte

rcepto

r

(Nort

h &

South

of

Pepsi C

ola

Pla

nt)

Sanitary

Contr

act

Nos.

772 &

824

1.

Rehabilitation o

f appro

xim

ate

ly 1

,800 lin

ear

feet

of

exis

ting 4

2-

to 4

8-i

nch s

ew

er

locate

d b

etw

een J

P01 (

Mt.

Washin

gto

n F

lum

e)

and J

P10,

and a

ppro

xim

ate

ly 6

,570 lin

ear

feet

of

48-

to 6

0-i

nch s

ew

er

locate

d b

etw

een

JP

42 a

nd t

he J

P70.

Repla

cem

ent

of

appro

xim

ate

ly 1

,900 lin

ear

feet

of

48"

sew

er

betw

een J

P10 a

nd J

P18,

and

appro

xim

ate

ly 1

,550 lin

ear

feet

of

60"

sew

er

betw

een J

P70 a

nd t

he J

ones F

alls P

um

pin

g S

tation (

SC

772).

2.

Repla

cem

ent

of

appro

xim

ate

ly 7

,080 lin

ear

feet

of

48-i

nch s

ew

er

betw

een J

P18 a

nd J

P42 (

SC

824).

3.

Manhole

and s

tream

bank r

esto

ration.

June 3

0,

2004

Decem

ber

27,

2006

12/3

0/2

008 *

*E

lim

inate

s S

SO

Nos.

33 a

nd 3

4

SC

772-

Pra

ctical C

om

ple

tion w

as a

chie

ve o

n J

une 3

0,

2006.

SC

824 -

Constr

uction P

hase**

Lett

er

sent

to M

DE

and E

PA

on 6

-25-0

7 r

equesting a

n

exte

nsio

n o

f th

e S

SO

elim

ination d

ate

to D

ecem

ber

2008.

MD

E r

esponse lett

er

appro

vin

g e

xte

nsio

n w

as

receiv

ed o

n S

epte

mber

5,

2007.

Elim

inate

d S

SO

Nos

33 a

nd 3

4 o

n 1

2/1

0 a

nd 1

2/2

3/0

8,

respectively

.

3

New

Jones F

alls F

orc

e M

ain

/Pre

ssure

Sew

er

- Low

er

Section a

nd V

alv

es

impro

vem

ents

of

exis

ting

forc

e/p

ressure

sew

er

Sanitary

Contr

act

Nos.

SC

779 &

SC

805

1.

Repla

cem

ent

of

appro

xim

ate

ly 1

600 lin

ear

feet

of

forc

e m

ain

/pre

ssure

sew

er

in B

roadw

ay f

rom

Oliver

to E

ast

Chase S

treet

connecting t

o H

igh L

evel sew

er

(SC

779)

2.

Impro

vem

ents

to g

ate

valv

es,

blo

w-o

ff v

alv

es a

nd a

ir r

ele

ase v

alv

es f

or

exis

ting f

orc

e m

ain

/pre

ssure

sew

er

(SC

805)

Decem

ber

30,

2002

June 3

0,

2004

6/3

0/2

005 -

SE

E

ST

AT

US

Contr

ibute

s t

o e

lim

ination o

f S

SO

No.

5S

SO

No.

5 c

annot

be e

lim

inate

d u

ntil pro

jects

4 a

nd 5

are

com

ple

ted.

4

Jones F

alls P

um

pin

g S

tation F

orc

e

Main

/Pre

ssure

Sew

er

Sanitary

Contr

act

No.

800

Upgra

de e

xis

ting f

orc

e m

ain

s/p

ressure

sew

er

to h

andle

incre

ased f

low

s f

rom

rehabilitate

d/u

pgra

ded J

ones F

alls

Pum

pin

g S

tation a

s w

ell a

s a

dditio

nal flow

s f

rom

possib

le f

utu

re p

um

pin

g s

tations in S

tony R

un a

nd a

long t

he

JG

A b

ranch

June 3

0,

2005

12/2

9/2

007**

May 2

,2008

Contr

ibute

s t

o e

lim

ination o

f S

SO

No.

5

Constr

uction P

hase**

Lett

er

sent

to M

DE

and E

PA

on 6

-

11-0

7 r

equesting a

dditio

nal 90 d

ay p

ractical com

ple

tion

exte

nsio

n t

o D

ecem

ber

2007.

MD

E r

esponse lett

er

appro

vin

g a

dditio

nal exte

nsio

n r

eceiv

ed S

epte

mber

5,

2007.

Lett

er

sen

t to

MD

E a

nd

EP

A

on

12/1

7/0

7

req

uesti

ng

ad

dit

ion

al

60 d

ay e

xte

nsio

n f

or

pra

tical

co

mp

leti

on

. P

racti

cal

co

mp

leti

on

occu

red

on

1/2

3/0

8.

Exte

nsio

n r

eq

uest

ap

pro

val

gra

nte

d b

y

MD

E i

n a

lett

er

date

d A

pri

l 15,

2010.

Aw

ait

ing

resp

on

se f

rom

EP

A.

5Jones F

alls P

um

pin

g S

tation

Sanitary

Contr

act

No.

822

Upgra

de e

xis

ting p

um

pin

g s

tation t

o h

andle

at

least

50 m

gd

Decem

ber

30,

2005

12/2

9/2

007**

June 3

0,

2008

Elim

inate

s S

SO

No.

5

Constr

uction P

hase**

Lett

er

sent

to M

DE

and E

PA

on 6

-

11-0

7 r

equesting a

dditio

nal 90 d

ay p

ractical com

ple

tion

exte

nsio

n t

o D

ecem

ber

2007.

MD

E r

esponse lett

er

appro

vin

g a

dditio

nal exte

nsio

n r

eceiv

ed S

epte

mber

5,

2007.

Benific

ial O

ccupancy a

chie

ved 1

1/1

6/0

7.

6

Elim

ination o

f C

ollection S

yste

m

Overf

low

s in U

pper

Jones F

alls

Sew

ers

hed

Sanitary

Contr

act

No.

876

Assess h

ydra

ulics a

nd d

esig

n im

pro

vem

ents

to a

reas a

dja

cent

to o

verf

low

sE

xis

ting o

n-c

all

contr

act

June 3

0,

2003

June 3

0,

2004

Elim

inate

s S

SO

Nos.

20,

31,

32 a

nd 3

6C

om

ple

te

UP

PE

R J

ON

ES

FA

LL

S S

EW

ER

SH

ED

Ap

pen

dix

1 -

1N

ote

: S

haded d

ate

cells indic

ate

com

ple

tion.

AP

PE

ND

IX 1

ST

AT

US

OF

PA

RA

GR

AP

H 8

CO

NS

TR

UC

TIO

N P

RO

JE

CT

S

As o

f Ju

ne 3

0, 2014

PR

OJ.

ID N

O.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

CO

MP

LE

TIO

N

DA

TE

SS

O

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

SS

O/C

SO

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

ST

AT

US

7

Low

er

Jones F

alls I

nte

rcepto

r

(Upper

Port

ion o

f G

ravity M

ain

line)

Sanitary

Contr

act

Nos.

773 &

818

1.

Insta

ll a

ppro

xim

ate

ly 7

,900 lin

ear

feet

of

18-

to 2

4-i

nch p

ara

llel re

lief

sew

er

from

JG

030 (

near

Jones F

alls

Pum

pin

g S

tation)

to J

G061 (

at

the c

onnection o

f th

e J

GE

bra

nch)

(SC

818)

2.

Rehabilitation o

f appro

xim

ate

ly 1

6,5

00 lin

ear

feet

of

exis

ting s

ew

er

rangin

g f

rom

12-

to 5

0-i

nch (

SC

773)

3.

Invert

ed s

iphon r

ehabilitation in F

alls R

oad (

manhole

JG

062)

(SC

773)

4.

Str

eam

bank r

esto

ration a

long U

nio

n A

venue n

ear

Meadow

Mills

at

Woodberr

y

July

31,

2003

June 3

0,

2006

2/2

8/1

0**

*E

lim

inate

s S

SO

No.

67

Post

Constr

uction M

onitori

ng P

hase.

Mo

nit

ori

ng

peri

od

is e

xte

nd

ed

at

on

e s

ite.

8

Sto

ny R

un I

nte

rcepto

r and P

um

pin

g

Sta

tion (

JG

F B

ranch)*

*

Sanitary

Contr

act

No.

819,

838,

839 &

847

1.

Constr

uct

a 2

0 m

gd c

apacity p

um

pin

g s

tation n

ear

Depart

ment

of

Public W

ork

s S

olid W

aste

Site n

ear

the

inte

rsection o

f 29th

Str

eet

and S

isson S

treet.

2.

Insta

ll a

ppro

xim

ate

ly 1

,200 lin

ear

feet

of

24-i

nch f

orc

e m

ain

fro

m n

ew

pum

pin

g s

tation t

o J

FP

S p

ressure

sew

er

[length

depends o

n location o

f pum

pin

g s

tation]

3.

Para

llel appro

xim

ate

ly 1

0,8

00 lin

ear

feet

of

exis

ting s

ew

er

from

south

of

Cold

spri

ng L

ane (

JG

F48)

to t

he n

ew

pum

pin

g s

tation w

ith 1

8 t

o 3

6-i

nch s

ew

er

Decem

ber

30,

2005

(SC

-819 &

838)

June 3

0,

2006 *

(SC

-839 &

847)

5/3

1/2

009**

*2/2

8/1

0**

*C

ontr

ibute

s t

o e

lim

ination o

f S

SO

No.

72;

elim

inate

s S

SO

No.

129

Pra

cti

cal

co

mp

leti

on

was a

ch

eiv

ed

on

May 2

9,

2009 f

or

the l

ow

er

po

rtio

n o

f th

e S

ton

y R

un

inte

rcep

tor

(SC

- 8

39).

N

on

-CD

po

rtio

n o

f th

e

pro

ject

is n

earl

y c

om

ple

te.

Flo

w m

on

ito

r in

sta

lled

at

new

Sto

ny R

un

Pu

mp

Sta

tio

n o

n A

ug

ust

26,

2009.

Th

e C

ity s

ub

mit

ted

an

exte

nsio

n r

eq

uest

to

EP

A a

nd

MD

E f

or

SS

O 6

7 a

nd

72 d

ate

d F

eb

ruary

16,

2010 r

eq

uesti

ng

an

exte

nsio

n t

o F

eb

ruary

28,

2011.

Th

e C

ity f

urt

her

su

bm

itte

d a

no

ther

exte

nsio

n

lett

er

date

d F

eb

ruary

15,

2011

req

uesti

ng

an

exte

nsio

n t

o J

un

e 2

9,

2019 t

o a

llo

w f

or

ad

eq

uate

tim

e f

or

the C

ity t

o c

om

ple

te t

he

hyd

rau

lic

restr

icti

on

pro

ject

at

the B

R-W

WT

P,

wh

ich

th

e C

ity

beli

eves i

s a

majo

r co

ntr

ibu

tor

to n

ot

bein

g a

ble

to

eli

min

ate

th

ese S

SO

s.

9

Mary

land A

venue I

nte

rcepto

r (J

GB

Bra

nch)

Sanitary

Contr

act

No.

799

1.

Repla

ce (

upsiz

e)

appro

xim

ate

ly 4

,400 lin

ear

feet

of

exis

ting 1

2-

to 2

4-i

nch s

ew

er

with n

ew

21-

to 3

6-i

nch

sew

er

alo

ng b

ranch inte

rcepto

r, e

xclu

din

g p

roposed 9

01 N

. H

ow

ard

pro

ject

are

a

2.

Impro

vem

ents

to s

iphon/S

SO

No.

125 u

nder

I-83 (

JG

B18-J

GB

19)

3.

Sew

er

repla

cem

ent

may r

equir

e c

rossin

g t

he C

LR

L

Decem

ber

30,

2003

July

14,

2005 *

June 3

0,

2006

Elim

inate

s S

SO

Nos.

69 &

125

Com

ple

te

10

Gre

enm

ount

Avenue I

nte

rcepto

r (J

GA

Bra

nch)*

Sanitary

Contr

act

No.

820,

833

1.

Insta

ll a

ppro

xim

ate

ly 7

,325 lin

ear

feet

of

36 t

o 4

2-i

nch p

ara

llel re

lief

sew

er

from

Bonapart

e A

venue t

o t

he

Hig

h level In

terc

epto

r on E

ager

Str

eet.

2.

Lin

e a

ppro

xim

ate

ly 6

,000 lin

ear

feet

of

15-

to 3

3-i

nch e

xis

ting s

ew

er.

Decem

ber

30,

2005

12/2

7/0

7 *

*2/2

8/1

0**

*C

ontr

ibute

s t

o e

lim

ination o

f S

SO

No.

72

Constr

uction P

hase.

SC

833-E

xte

nsio

n l

ett

er

was

sen

t o

n 1

2-7

-07 f

or

a 9

0 d

ay e

xte

nsio

n t

hro

ug

h

Marc

h 2

9,

2008.

Th

is e

xte

nsio

n w

as a

pp

roved

an

d

a s

ub

seq

uen

t exte

nsio

n f

or

90 d

ays,

thro

ug

h J

un

e

27,

2008 w

as s

ub

mit

ted

. A

wait

ing

resp

on

se f

rom

MD

E/E

PA

. P

racti

cal

co

mp

leti

on

ach

eiv

ed

on

May

27,

2008.

Mo

nit

ori

ng

peri

od

beg

an

Ju

ly 2

5,

2008.

In

a l

ett

er

date

d 1

1/0

8/2

011,

EP

A a

pp

roved

th

e m

ino

r

sch

ed

ule

mo

dif

icati

on

.

11

Elim

ination o

f S

iphon B

low

off

(S

iphon

No.

6 -

south

of

Nort

h A

venue B

ridge,

west

of

RR

tra

cks)

Sanitary

Contr

act

No.

830

1.

Cle

anin

g a

nd inspection o

f sip

hon w

ith r

epair

s a

s n

ecessary

.

2.

Elim

ination o

f blo

w-o

ff.

On-c

all c

ontr

act

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

No.

68

Com

ple

te

* A

pp

rove

d b

y M

DE

\EP

A.

**

Ap

pro

ve

d b

y M

DE

, **

*Ap

pro

ve

d b

y E

PA

12

Moore

s R

un I

nte

rcepto

r -

Mid

dle

Section

Sto

rm W

ate

r C

ontr

act

Nos.

7746 a

nd

7751

Constr

uction o

f appro

xim

ate

ly 4

00 lin

ear

feet

of

18-i

nch,

appro

xim

ate

ly 6

00 lin

ear

feet

of

21-i

nch,

appro

xim

ate

ly

4900 lin

ear

feet

24-i

nch,

appro

xim

ate

ly 1

000 lin

ear

feet

of

27-i

nch,

and a

ppro

xim

ate

ly 1

00 lin

ear

feet

of

30-i

nch

sew

er

to r

epla

ce e

xis

ting inte

rcepto

r

June 3

0,

2003

July

14,

and S

ept

2,

2005**

June 3

0,

2006

Contr

ibute

s t

o e

lim

ination o

f S

SO

Nos.

118 a

nd

119

Com

ple

te

13

Moore

s R

un I

nte

rcepto

r -

Low

er

Section

Sanitary

Contr

act

No.

801 a

nd 8

43

Constr

uction o

f appro

xim

ate

ly 6

900 lin

ear

feet

of

42-i

nch,

appro

xim

ate

ly 2

700 lin

ear

feet

of

36-i

nch s

iphon,

and

appro

xim

ate

ly 3

700 lin

ear

feet

of

54-i

nch s

ew

er

to r

epla

ce t

he e

xis

ting inte

rcepto

rJune 3

0,

2005

June 3

0,

2007

June 3

0,

2008

Elim

inate

s S

SO

No.

93 a

nd 9

4C

onstr

uction P

hase -

Com

ple

te

14

Moore

s R

un I

nte

rcepto

r -

Upper

Section

Sanitary

Contr

act

No.

817

Constr

uction o

f appro

xim

ate

ly 1

700 lin

ear

feet

of

18-i

nch a

nd a

ppro

xim

ate

ly 2

200 lin

ear

feet

of

21-i

nch s

ew

er

to

repla

ce t

he e

xis

ting inte

rcepto

rJune 3

0,

2004

June 3

0,

2005

June 3

0,

2006

Contr

ibute

s t

o e

lim

ination o

f S

SO

Nos.

118 a

nd

119

Com

ple

te

15

Elim

ination o

f C

ollection S

yste

m

Overf

low

s in H

err

ing R

un S

ew

ers

hed

Assess h

ydra

ulics a

nd d

esig

n im

pro

vem

ents

to a

reas a

dja

cent

to o

verf

low

sE

xis

ting o

n-c

all

contr

act

June 3

0,

2003

June 3

0,

2004

Elim

inate

s S

SO

Nos.

88 a

nd 1

09

Com

ple

te

16

Elim

ination o

f S

iphon B

low

off

s (

Sip

hon

No.

2 -

Bay V

iew

Yard

south

of

RR

tracks;

Sip

hon N

o.

4 -

Bow

leys

Lane/M

ora

via

Road)

Sanitary

Contr

act

No.

830

1.

Cle

anin

g a

nd inspection o

f sip

hons w

ith r

epair

s a

s n

ecessary

.

2.

Elim

ination o

f blo

w-o

ffs.

On-c

all c

ontr

act

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

Nos.

92

Com

ple

te*

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

: S

haded d

ate

cells indic

ate

com

ple

tion.

AP

PE

ND

IX 1

ST

AT

US

OF

PA

RA

GR

AP

H 8

CO

NS

TR

UC

TIO

N P

RO

JE

CT

S

As o

f Ju

ne 3

0, 2014

PR

OJ.

ID N

O.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

CO

MP

LE

TIO

N

DA

TE

SS

O

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

SS

O/C

SO

ST

RU

CT

UR

ES

EL

IMIN

AT

ED

ST

AT

US

17

Pow

der

Mill S

yste

m I

mpro

vem

ents

inclu

din

g G

FG

bra

nch in G

wynns F

alls

Sew

ers

hed

Sanitary

Contr

act

Nos.

777 &

804

Rehabilitation o

f appro

xim

ate

ly 1

2,0

00 lin

ear

feet

of

12-

to 2

4-i

nch c

onveyance p

ipin

g (

SC

777)

and

appro

xim

ate

ly 3

3,0

00 lin

ear

feet

of

8-

to 1

0-i

nch c

ollection p

ipin

g (

SC

804)

June 3

0,

2003

June 3

0,

2006

June 3

0,

2007

Elim

inate

s S

SO

Nos.

28P

, 29P

and 3

3P

Com

ple

te

18

Dead R

un S

yste

m I

mpro

vem

ents

DR

A B

ranch

Sanitary

Contr

act

No.

788,

825

Cle

an,

inspect

and r

ehabilitate

of

appro

xim

ate

ly 2

0,0

00 lin

ear

feet

of

12-

to 2

4-i

nch c

onveyance p

ipin

g (

CO

E)

and a

ppro

xim

ate

ly 1

1,0

00 lin

ear

feet

of

8-

to 1

2-i

nch c

ollection p

ipin

g (

SC

788).

June 3

0,

2003

June 3

0,

2006

June 3

0,

2007

Elim

inate

s S

SO

Nos.

16P

and 1

7P

Com

ple

te

19

Maid

ens C

hoic

e I

nte

rcepto

r

Sanitary

Contr

act

No.

826

Cle

an,

inspect,

and r

ehabilitate

12,4

00 lin

ear

feet

of

12-

to 2

4-i

nch c

onveyance p

ipin

g.

On-c

all c

ontr

act

June 3

0,

2007

June 3

0,

2008

Elim

inate

s S

SO

Nos.

23P

and 2

4P

Constr

uction P

hase -

Com

ple

te

20

Elim

ination o

f S

iphon B

low

off

s (

Sip

hon

No.

11 -

Annapolis R

oad a

nd C

lare

Str

eet;

Sip

hon N

o.

12 -

Chesholm

Rd.

west

of

Fra

nklinto

wn R

d.)

SC

No.

827

1.

Cle

anin

g a

nd inspection o

f sip

hons w

ith r

epair

s a

s n

ecessary

.

2.

Elim

ination o

f blo

w-o

ffs.

On-c

all c

ontr

act

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

Nos.

84 a

nd 2

2P

Com

ple

te*

21

Walb

rook

Sanitary

Contr

act

No.

780

Imple

menta

tion o

f Long T

erm

Contr

ol P

lan a

nd c

om

bin

ed s

ew

er

separa

tion d

esig

n in W

alb

rook a

rea

June 3

0,

2002

June 3

0,

2003

Elim

inate

s C

SO

No.

21P

Com

ple

te

22

Fore

st

Park

Sanitary

Contr

act

Nos.

780 a

nd 8

13

Imple

menta

tion o

f Long T

erm

Contr

ol P

lan a

nd c

om

bin

ed s

ew

er

separa

tion d

esig

n in F

ore

st

Park

are

aD

ecem

ber

30,

2003

June 3

0,

2005

June 3

0,

2006

Elim

inate

s C

SO

No.

13P

and S

SO

Nos.

10P

,

11P

, 12P

, 18P

, 19P

, 25P

, 26P

, 27P

and 3

1P

.

SS

O N

os.

10P

, 18P

, 19P

& 3

1P

are

elim

inate

d.

Com

ple

te

23

Gw

ynns R

un I

nte

rcepto

r

Sanitary

Contr

act

No.

812

Impro

vem

ents

to t

he G

wynns R

un I

nte

rcepto

rD

ecem

ber

30,

2004

Febru

ary

25,

2007

12/2

7/2

007**

Elim

inate

s S

SO

Nos.

106,1

07 a

nd 1

30

Com

ple

te

24

Gw

ynns R

un S

yste

m I

mpro

vem

ents

Sanitary

Contr

act

No.

807

Assess h

ydra

ulics a

nd d

esig

n im

pro

vem

ents

to a

reas a

dja

cent

to o

verf

low

sJune 3

0,

2003

June 3

0,

2006

June 3

0,

2007

Elim

inate

s S

SO

Nos.

55,

56,

57,

60,

63,

103,

126,

127,

128 a

nd 1

31

Com

ple

te

25

Elim

ination o

f S

iphon B

low

off

s (

Sip

hon

Nos.

9 a

nd 1

0 -

east

of

Dukela

nd

Str

eet,

south

of

Wilkens A

venue)

SC

No.

827

1.

Cle

anin

g a

nd inspection o

f sip

hons w

ith r

epair

s a

s n

ecessary

.

2.

Elim

ination o

f blo

w-o

ffs.

On-c

all c

ontr

act

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

Nos.

79 a

nd 8

1C

om

ple

te*

26

Elim

ination o

f S

iphon B

low

off

(S

iphon

No.

8 -

rear

of

800 U

nett

a A

venue)

Sanitary

Contr

act

No.

827

1.

Cle

anin

g a

nd inspection o

f sip

hon w

ith r

epair

s a

s n

ecessary

.

2.

Elim

ination o

f blo

w-o

ff.

On-c

all c

ontr

act

June 3

0,

2004

June 3

0,

2005

Elim

inate

s S

SO

No.

32P

Com

ple

te

* A

pp

rove

d b

y M

DE

\EP

A.

**

Ap

pro

ve

d b

y M

DE

, **

*Ap

pro

ve

d b

y E

PA

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

: S

haded d

ate

cells indic

ate

com

ple

tion.



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

JE

CT

S

As

of

Ju

ne

30

, 2

01

4

Pro

j. N

o.

PR

OJ

EC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

CO

NS

TR

UC

TIO

N

CO

MP

LE

TIO

N

DA

TE

OF

EV

AL

UA

TIO

N

CO

MP

LE

TIO

N

ST

AT

US

JF

-3L

ow

er

Jo

ne

s F

alls

Se

we

r C

lea

nin

g

SC

87

6 -

Th

e w

ork

in

clu

de

s th

e L

ow

er

Jo

ne

s F

alls

In

terc

ep

tor,

lo

ca

ted

in

th

e g

ravity s

ew

ag

e

co

llectio

n s

yste

m. T

yp

ica

l w

ork

in

clu

de

s in

itia

l S

ON

AR

asse

ssm

en

t o

f th

e s

an

ita

ry s

ew

ers

to

qu

an

tify

se

dim

en

t a

nd

de

bris le

ve

ls, cle

an

ing

8,4

00

fe

et o

f 1

0”

to 7

5”

sa

nita

ry s

ew

ers

be

twe

en

Fa

lls R

d S

iph

on

to

th

e H

igh

Le

ve

l In

terc

ep

tor,

with

pro

pe

r d

isp

osa

l o

f re

mo

ve

d m

ate

ria

l, a

nd

po

st cle

an

ing

CC

TV

/SO

NA

R/L

ase

r a

sse

ssm

en

t to

do

cu

me

nt th

e in

tern

al co

nd

itio

n o

f th

e p

ipe

s.

5/2

0/2

00

9 (

A)

1/1

/20

12

(P

)1

/1/2

01

3 (

P)

Th

is c

on

tra

ct w

as a

wa

rde

d to

Vid

eo

Pip

e

Se

rvic

es (

VP

S)

on

Octo

be

r 2

1, 2

00

9. T

he

Cle

an

ing

of th

e L

ow

er

Jo

ne

s F

alls

an

d

Ma

ryla

nd

Ave

. S

iph

on

Cle

an

ing

we

re

co

mb

ine

d in

to o

ne

Pro

ject (S

C 8

76

).

JF

-5M

ary

lan

d A

ve

nu

e S

ew

er

Sip

ho

n C

lea

nin

g

SC

87

6 -

Th

e w

ork

in

clu

de

s M

ary

lan

d A

ve

nu

e S

iph

on

, a

nd

se

we

rs u

pstr

ea

m o

f th

e M

ary

lan

d

Ave

nu

e S

iph

on

(1

8 a

nd

24

-in

ch

se

we

r sip

ho

n).

Typ

ica

l w

ork

in

clu

de

s in

itia

l S

ON

AR

asse

ssm

en

t

of th

e s

an

ita

ry s

ew

ers

to

qu

an

tify

se

dim

en

t a

nd

de

bris le

ve

ls, cle

an

ing

of M

ary

lan

d A

ve

nu

e

Sip

ho

n, a

nd

va

rio

us s

ew

ers

up

str

ea

m o

f th

e M

ary

lan

d A

ve

nu

e S

iph

on

, w

ith

pro

pe

r d

isp

osa

l o

f

rem

ove

d m

ate

ria

l, a

nd

po

st cle

an

ing

CC

TV

/SO

NA

R/L

ase

r a

sse

ssm

en

t to

do

cu

me

nt th

e in

tern

al

co

nd

itio

n o

f th

e p

ipe

s.

5/2

0/2

00

9 (

A)

1/1

/20

13

(P

)1

/1/2

01

4 (

P)

Th

is c

on

tra

ct w

as a

wa

rde

d to

Vid

eo

Pip

e

Se

rvic

es (

VP

S)

on

Octo

be

r 2

1, 2

00

9. T

he

Cle

an

ing

of th

e L

ow

er

Jo

ne

s F

alls

an

d

Ma

ryla

nd

Ave

. S

iph

on

Cle

an

ing

we

re

co

mb

ine

d in

to o

ne

Pro

ject (S

C 8

76

).

JF

-7U

pp

er

Jo

ne

s F

alls

In

terc

ep

tor

Re

activa

tio

n

Re

activa

tio

n o

f a

n in

active

42

-in

ch

dia

me

ter

inte

rce

pto

r se

we

r a

lon

g J

on

es F

alls

fro

m N

ort

he

rn

Pa

rkw

ay (

MH

S1

9C

C_

20

45

MH

) to

Co

ld S

prin

g L

an

e (

MH

S1

9O

O_

10

42

MH

). P

rio

r to

rea

ctiva

tio

n o

f th

e 4

2-in

ch

se

we

r, a

n in

tern

al in

sp

ectio

n o

f th

e s

ew

er

wa

s n

ece

ssa

ry to

fin

d th

e

actu

al co

nd

itio

n o

f th

e lin

e. T

he

City u

tiliz

ed

its

te

ch

nic

al su

pp

ort

co

nsu

lta

nt (K

CI)

to

ca

rry o

ut th

e

insp

ectio

n p

roce

ss. T

he

fie

ld w

ork

wa

s s

tart

ed

in

Se

pte

mb

er

20

09

an

d th

eir fin

din

gs w

ere

co

mp

lete

d a

nd

a fin

al re

po

rt w

as d

eliv

ere

d o

n J

un

e 3

0, 2

01

0.

07

/15

/20

09

(A

)0

8/0

8/2

01

0 (

A)

N/A

Pe

r C

on

su

lta

nt's

(K

CI)

eva

lua

tio

n o

f th

e

insp

ectio

n a

nd

cle

an

ing

wo

rk, th

e lin

e is in

fairly

go

od

co

nd

itio

n a

nd

ca

n b

e r

e-a

ctiva

ted

with

ou

t a

ny m

ajo

r re

pa

ir/r

eh

ab

ilita

tio

n w

ork

.

Th

is p

roje

ct is

co

mp

lete

an

d th

e C

ity w

ill

utiliz

e th

is lin

e in

th

e fu

ture

as d

ee

me

d

ne

ce

ssa

ry a

Co

nstr

uctio

n p

roje

ct w

ill n

ot b

e

pu

rsu

ed

. A

ll F

utu

re w

ork

fo

r th

is p

ipe

will

be

tra

cke

d in

de

pe

nd

en

tly b

y th

e C

ity.

Co

nd

itio

na

l A

cce

pta

nce

wa

s o

n 1

1/1

7/1

0,

an

d F

ina

l A

cce

pta

nce

wa

s o

n 0

9/2

2/1

1.

JF

-8S

C 8

95

- M

D A

ve

Se

we

r R

eh

ab

SC

89

5 -

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e M

ary

lan

d A

ve

su

b-

se

we

rsh

ed

of th

e J

on

es F

alls

Se

we

rsh

ed

.1

1/0

4/1

1 (

A)

05

/20

/13

(A

)5

/8/1

4 (

A)

Bid

s w

ere

op

en

ed

on

12

/14

/11

an

d A

M L

ine

r

wa

s th

e lo

we

st b

idd

er.

C

on

tra

ct w

as

aw

ard

ed

to

AM

Lin

er

on

03

/21

/20

12

. P

re-

co

nstr

cu

tio

n m

ee

tin

g w

as h

eld

on

Ma

y 1

7,

20

12

. C

on

str

uctio

n b

eg

an

Ju

ne

20

12

.

Fo

urt

h c

on

str

uctio

n p

rog

ress m

ee

tin

g w

as

he

ld o

n M

arc

h 2

0, 2

01

3. L

ast co

nstr

uctio

n

pro

gre

ss m

ee

tin

g w

as h

eld

on

Ma

y 0

8, 2

01

3.

Co

nstr

uctio

n c

om

ple

ted

.

JF

-9S

C 8

98

- S

ton

y R

un

Are

aR

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e S

ton

y R

un

Are

a o

f th

e J

on

es

Fa

lls S

ew

ers

he

d.

7/2

7/2

01

2 (

A)

2/2

8/2

01

5 (

P)

2/2

8/2

01

6 (

P)

Th

e p

roje

ct w

as a

dve

rtis

ed

on

7/2

7/1

2. T

he

low

est b

idd

er

is In

situ

form

Te

ch

no

log

ies.

Aw

ard

da

te is 1

2/1

9/1

2 a

nd

NT

P issu

ed

on

2/8

/13

.

JF

-10

SC

89

9 -

We

ste

rn R

un

Are

aR

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e W

este

rn R

un

Are

a o

f th

e J

on

es

Fa

lls S

ew

ers

he

d.

7/2

7/2

01

2 (

A)

8/2

2/2

01

4 (

P)

8/2

2/2

01

5 (

P)

Th

e p

roje

ct w

as a

dve

rtis

ed

on

7/2

7/2

01

2.

Th

e lo

we

st b

idd

er

is In

situ

form

Te

ch

no

log

ies

. A

wa

rd d

ate

is 1

2/1

9/1

2 a

nd

NT

P issu

ed

on

2/8

/13

.

JF

-11

SC

90

0 -

Up

pe

r Jo

ne

s F

alls

an

d M

ary

lan

d

Ave

nu

e

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e U

pp

er

Jo

ne

s F

alls

an

d

Ma

ryla

nd

Ave

nu

e a

rea

s o

f th

e J

on

es F

alls

Se

we

rsh

ed

.7

/27

/20

12

(A

)1

2/1

9/2

01

4 (

P)

12

/19

/20

15

(P

)

Th

e p

roje

ct w

as a

dve

rtis

ed

on

7/2

7/2

01

2.

Th

e lo

we

st b

idd

er

is In

situ

form

Te

ch

no

log

ies

. A

wa

rd d

ate

is 1

2/1

9/1

2 a

nd

NT

P issu

ed

on

2/8

/13

.

JF

-12

SC

89

7R

- G

ree

nm

ou

nt, H

am

pd

en

an

d B

olto

n

Hill

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e G

ree

nm

ou

nt, H

am

pd

en

, a

nd

Bo

lto

n H

ill a

rea

s o

f th

e J

on

es F

alls

Se

we

rsh

ed

.3

/22

/20

13

(A

)8

/14

/20

15

(P

)8

/14

/20

16

(P

)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

3/2

2/1

3. T

he

low

est b

idd

er

is In

situ

form

Te

ch

no

log

ies.

Aw

ard

da

te is 6

/26

/13

an

d N

TP

issu

ed

on

6/2

7/1

3.

OF

-6S

ed

ime

nt C

lea

nin

g T

run

k S

ew

ers

in

City o

f

Ba

ltim

ore

.

SC

89

4 -

Cle

an

ing

of O

utfa

ll S

ew

ers

he

d 9

9-I

nch

an

d O

utfa

ll In

terc

ep

tor

(Fro

m N

. B

on

d S

tre

et to

63

00

Blo

ck o

f E

. L

om

ba

rd S

tre

et)

08

/05

/11

(A

)0

4/2

7/2

01

4 (

A)

4/2

7/2

01

5 (

P)

Th

is c

on

tra

ct w

as a

wa

rde

d to

Me

tra

Ind

ustr

ies, w

ho

wa

s th

e lo

we

st b

idd

er,

on

6/8

/11

. N

TP

wa

s issu

ed

on

8/8

/11

. C

lea

nin

g

of th

e o

utfa

ll sto

pp

ed

as o

f 6

/25

/12

. P

roje

ct

re-s

tart

ed

on

4/2

9/1

3 a

nd

wa

s c

om

ple

ted

on

4/2

7/1

4.

JO

NE

S F

AL

LS

SE

WE

RS

HE

D

OU

TF

AL

L S

EW

ER

SH

ED

A

pp

en

dix

2-1

No

te: S

ha

de

d d

ate

ce

lls in

dic

ate

co

mp

letio

n.

ST

AT

US

OF

PA

RA

GR

AP

H 9

CO

NS

TR

UC

TIO

N P

RO

JE

CT

S

As

of

Ju

ne

30

, 2

01

4

Pro

j. N

o.

PR

OJ

EC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

CO

NS

TR

UC

TIO

N

CO

MP

LE

TIO

N

DA

TE

OF

EV

AL

UA

TIO

N

CO

MP

LE

TIO

N

ST

AT

US

OF

-7

SC

93

4 -

CL

EA

NIN

G O

F T

HE

OU

TF

AL

L

INT

ER

CE

PT

OR

AN

D R

EL

IEF

SE

WE

RS

-

PH

AS

E II

Cle

an

ing

of th

e r

elie

f se

we

r a

nd

ou

tfa

ll in

terc

ep

tor

- p

ha

se

II

12

/13

/20

13

(A

)1

0/2

4/2

01

5 (

P)

10

/24

/20

16

(P

)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

12

/13

/13

.

Th

e lo

we

st b

idd

er

is M

etr

a In

du

str

ies. A

wa

rd

da

te is 3

/12

/14

an

d N

TP

issu

ed

on

4/2

4/1

4.

HL

-8L

ibe

rty H

eig

hts

Re

lief S

ew

er

SC

87

9 -

De

sig

n a

nd

co

nstr

uctio

n 1

8”

Re

lief S

ew

er

fro

m in

ters

ectio

n o

f S

prin

gd

ale

Rd

an

d N

Hilt

on

St to

in

ters

ectio

n o

f W

ab

ash

Ave

an

d L

ibe

rty H

eig

hts

Ave

. (S

09

UU

_0

07

MH

to

S1

3U

U_

00

8M

H).

Wo

rk in

clu

de

s e

xca

va

tio

n a

nd

re

mo

va

l o

f e

xis

tin

g 1

2 in

ch

se

we

r lin

e,

insta

llatio

n o

f 2

40

0 L

F o

f n

ew

18

-in

ch

se

we

r lin

e a

nd

re

loca

tio

n o

f 7

20

LF

of 2

0-in

ch

wa

ter

line

.

Eva

lua

tio

n p

ha

se

will

in

clu

de

co

ntin

ua

l m

on

ito

rin

g o

f e

xis

tin

g e

ng

ine

ere

d S

SO

s 1

32

, 1

34

an

d

13

5 to

en

su

re n

o o

ve

rflo

ws

2/1

0/2

01

2 (

A)

12

/15

/20

13

(P

)1

2/1

5/2

01

4 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

2/1

0/1

2. B

ids

we

re d

ue

by 3

/21

/12

, b

ut d

ate

wa

s e

xte

nd

ed

to 4

/4/1

2. T

he

co

ntr

act w

as a

wa

rde

d o

n

9/2

6/1

2 to

Mo

nu

me

nta

l P

avin

g a

nd

Exca

va

tin

g In

c. F

irst co

nstr

uctio

n p

rog

ress

me

etin

g w

as h

eld

on

3/2

0/1

3.

HL

-9S

C9

07

- E

ast B

altim

ore

Re

gio

nS

C 9

07

- R

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e E

ast re

gio

n o

f th

e

Hig

h L

eve

l S

ew

ers

he

d.

3/2

2/2

01

3 (

A)

3/2

2/2

01

5 (

P)

3/2

2/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

3/2

2/1

3. T

he

low

est b

idd

er

is In

lan

d W

ate

rs. T

he

pro

ject

wa

s a

wa

rde

d o

n 8

/14

/13

an

d N

TP

wa

s

issu

ed

on

11

/1/1

3.

HL

-10

SC

90

6 -

We

st B

altim

ore

Re

gio

nS

C 9

06

- R

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e W

est re

gio

n o

f th

e

Hig

h L

eve

l S

ew

ers

he

d.

5/1

0/2

01

3 (

A)

8/7

/20

15

(P

)8

/7/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

5/1

0/1

3.

Lo

we

st B

idd

er

is S

AK

Co

nstr

cu

tio

n. T

he

co

ntr

act w

as a

wa

rde

d o

n 1

1/1

3/1

3 a

nd

NT

P

issu

ed

on

2/5

/14

.

HL

-11

SC

93

2 -

Im

pro

ve

me

nts

to

Lo

we

r G

wyn

ns R

un

Inte

rce

pto

r –

Ph

ase

II F

rom

Fra

nklin

Str

ee

t to

Ba

ltim

ore

Str

ee

t

SC

93

2 -

Im

pro

ve

me

nts

to

Lo

we

r G

wyn

ns R

un

In

terc

ep

tor

– P

ha

se

II F

rom

Fra

nklin

Str

ee

t to

Ba

ltim

ore

Str

ee

t -

mic

rotu

nn

elin

g p

roje

ct

7/2

6/2

01

3 (

A)

7/1

6/2

01

5 (

P)

7/1

6/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

7/2

6/1

3.

Lo

we

st B

idd

er

is B

rad

sh

aw

Co

nstr

uctio

n.

Co

ntr

act w

as a

wa

rde

d o

n 3

/12

/14

an

d N

TP

issu

ed

on

5/2

8/1

4.

HL

-12

SC

93

3 -

Hig

h L

eve

l In

terc

ep

tor

Cle

an

ing

SC

93

3 -

cle

an

ing

of th

e H

igh

Le

ve

l In

terc

ep

tor

7/2

6/2

01

3 (

A)

1/2

2/2

01

5 (

P)

1/2

2/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

7/2

6/1

3.

Lo

we

st B

idd

er

is V

ide

o P

ipe

Se

rvic

es

Co

nstr

uctio

n. D

ue

to

an

un

ba

lan

ce

d b

id, th

e

co

ntr

act w

ill b

e a

wa

rde

d to

th

e s

eco

nd

lo

we

st

bid

de

r P

rove

n M

an

ag

em

en

t. A

wa

rd d

ate

is

4/2

3/1

4 a

nd

NT

P issu

e d

ate

is 7

/30

/14

HL

-12

SC

90

5 -

No

rth

Re

gio

n o

f H

igh

Le

ve

l

Se

we

rsh

ed

SC

90

5 -

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e N

ort

h r

eg

ion

of th

e

Hig

h L

eve

l S

ew

ers

he

d.

10

/11

/20

13

(A

)4

/9/2

01

5 (

P)

4/9

/20

15

(P

)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

10

/11

/13

.

Lo

we

st B

idd

er

is S

pin

iello

. C

on

tra

ct w

as

aw

ard

ed

on

3/1

9/1

4 a

nd

NT

P issu

ed

on

6/2

/14

.

HR

-1S

C9

11

- H

err

ing

Ru

n S

ew

er

Imp

rove

me

nt

SC

91

1 -

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e H

err

ing

Ru

n

Se

we

rsh

ed

.8

/16

/20

13

(A

)8

/16

/20

15

(P

)8

/16

/20

16

(P

)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

8/1

6/1

3.

Lo

we

st B

idd

er

is A

M L

ine

r E

ast. C

on

tra

ct

wa

s a

wa

rde

d o

n 2

/5/1

4 a

nd

NT

P issu

ed

on

5/1

4/1

4.

HR

-2S

C9

08

- H

err

ing

Ru

n S

ew

er

Imp

rove

me

nt

SC

90

8 -

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e H

err

ing

Ru

n

Se

we

rsh

ed

.9

/6/2

01

3 (

A)

8/2

7/2

01

5 (

P)

8/2

7/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

9/6

/13

.

Lo

we

st B

idd

er

is A

nch

or

Co

nstr

cu

tio

n. D

ue

to issu

es w

ith

MB

E/W

BE

, th

e c

on

tra

ct w

as

aw

ard

ed

to

th

e s

eco

nd

lo

we

st b

idd

er

AM

Lin

er

Ea

st. C

on

tra

ct w

as a

wa

rde

d o

n 2

/5/1

4

an

d N

TP

issu

ed

on

5/1

/14

.

HR

-3S

C9

09

- H

err

ing

Ru

n S

ew

er

Imp

rove

me

nt

SC

90

9 -

Re

pa

ir a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e H

err

ing

Ru

n

Se

we

rsh

ed

.1

0/1

1/2

01

3 (

A)

10

/8/2

01

5 (

P)

10

/8/2

01

5 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

10

/11

/13

.

Lo

we

st B

idd

er

is In

lan

d C

on

str

uctio

n.

Co

ntr

act w

as a

wa

rde

d o

n 1

/29

/14

an

d N

TP

issu

ed

on

4/2

/14

.

Lo

w L

eve

l S

ew

ers

he

d

HIG

H L

EV

EL

SE

WE

RS

HE

D

He

rrin

g R

un

Se

we

rsh

ed

A

pp

en

dix

2-2

No

te: S

ha

de

d d

ate

ce

lls in

dic

ate

co

mp

letio

n.

ST

AT

US

OF

PA

RA

GR

AP

H 9

CO

NS

TR

UC

TIO

N P

RO

JE

CT

S

As

of

Ju

ne

30

, 2

01

4

Pro

j. N

o.

PR

OJ

EC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

CO

NS

TR

UC

TIO

N

CO

NT

RA

CT

AD

VE

RT

ISE

D

DA

TE

OF

CO

NS

TR

UC

TIO

N

CO

MP

LE

TIO

N

DA

TE

OF

EV

AL

UA

TIO

N

CO

MP

LE

TIO

N

ST

AT

US

LL

-1S

C9

22

R -

Lo

w L

eve

l In

terc

ep

tor

Cle

an

ing

SC

92

2R

- c

lea

nin

g o

f th

e L

ow

Le

ve

l In

terc

ep

tor

1/3

1/2

01

4 (

P)

7/3

0/2

01

5 (

P)

7/3

0/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

Au

gu

st 1

6,

20

13

. L

ow

est B

idd

er

is V

ide

o P

ipe

Se

rvic

es

Co

nstr

cu

tio

n. D

ue

to

un

ba

lan

ce

d b

ids, th

is

co

ntr

act w

as r

ea

dve

rtis

ed

on

2/7

/14

. L

ow

est

Bid

de

r is

Vid

eo

Pip

e S

erv

ice

s C

on

str

cu

tio

n.

Aw

ard

da

te is 7

/23

/14

.

LL

-2S

C9

13

- W

este

rn R

eg

ion

of L

ow

Le

ve

lS

C 9

13

- R

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e W

este

rn R

eg

ion

of th

e

Lo

w L

eve

l S

ew

ers

he

d.

9/2

0/2

01

3 (

A)

9/1

0/2

01

5 (

P)

9/1

0/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

9/2

0/1

3. T

he

low

est b

idd

er

is M

etr

a. C

on

tra

ct w

as

aw

ard

ed

on

2/1

2/1

4 a

nd

NT

P issu

ed

on

4/1

7/1

4.

LL

-3S

C9

12

- E

aste

rn R

eg

ion

Hig

h L

eve

lS

C 9

12

- R

ep

air a

nd

re

ha

bili

tatio

n o

f sa

nita

ry s

ew

er

an

d m

an

ho

les in

th

e E

aste

rn R

eg

ion

of th

e

Lo

w L

eve

l S

ew

ers

he

d.

9/2

0/2

01

3 (

A)

9/1

0/2

01

5 (

P)

9/1

0/2

01

6 (

P)

Th

e c

on

tra

ct w

as a

dve

rtis

ed

on

9/2

0/1

3. T

he

low

est b

idd

er

is In

situ

form

. C

on

tra

ct a

wa

rde

d

on

1/1

5/1

4 a

nd

NT

P issu

ed

on

3/7

/14

.

GF

-1S

C9

20

- S

ou

th A

rea

Gw

yn

ns F

alls

SC

92

0-

Imp

rove

me

nts

to

th

e G

wyn

ns F

alls

Se

we

rsh

ed

Co

llectio

n S

yste

m -

Are

a A

6/6

/20

14

(A

)1

2/3

1/2

01

5 (

P)

12

/31

/20

16

(P

)T

he

co

ntr

act w

as a

dve

rtis

ed

on

6/6

/14

. T

he

low

est b

idd

er

is S

AK

Co

nstr

uctio

n.

Ke

y: "S

S -

XX

" =

Se

we

rsh

ed

Na

me

- C

D P

roje

ct N

o.

Gw

yn

ns F

alls

Se

we

rsh

ed

A

pp

en

dix

2-3

No

te: S

ha

de

d d

ate

ce

lls in

dic

ate

co

mp

letio

n.



APPENDIX 3

LIST OF ILLEGAL CONNECTIONS

July

-14

Lis

t o

f Ill

eg

al

Co

nn

ecti

on

s

Pe

rso

n/

En

tity

Re

sp

on

sib

leS

ou

rce

Ty

pe

Da

te I

de

nti

fie

dD

ye

Re

su

ltC

urr

en

t S

tatu

sC

om

me

nts

1.

5904

Berk

ele

y A

ve.

172

B2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

2.

6203

Bilt

more

Ave.

311

A2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

3.

3310

Cla

rks

Ln.

212

B7

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

4.

3312

Cla

rks

Ln.

212

B6

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

5.

3601

Cla

rks

Ln.

256

B1

Pro

pert

y O

wner

Are

a D

rain

3/2

1/2

005

Posi

tive

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

6.

2238

Cre

st R

d.

14

A2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

7.

2302

Cre

st R

d.

13

A5

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

8.

13

A6

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

9.

5616

Cro

ss C

ountr

y B

lvd.

99

A2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

10.

6309

Fairla

ne D

r.154

B2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

11.

154

B1

Pro

pert

y O

wner

Dow

nsp

out

Connect

ion

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

12.

6908

Fie

ldcr

est

Rd.

272

B3

Pro

pert

y O

wner

Dow

nsp

out

Connect

ion

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

13.

3800

Gle

ngyle

Ave.

275

B13

Pro

pert

y O

wner

Dow

nsp

out

Connect

ion

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

14.

6309.

Gre

ensp

ring A

ve.

153.

B5.

Pro

pert

y O

wner

Dow

nsp

out

40347.

Ille

gal

It w

as

confirm

ed a

s an ille

gal co

nnect

ion in J

anuary

2011 a

fter

carr

yin

g o

ut

more

dye-t

est

ing. A

lett

er

was

sent

to t

he p

ropert

y o

wner

on A

ugust

08,

2011.

A

follo

w u

p lett

er

date

d 0

1/0

5/2

012 w

as

sent

to t

he

pro

pert

y o

wner

request

ing t

hat

the d

rain

be

dis

connect

ed. Corr

ect

ive a

ctio

n h

as

been t

aken.

This

loca

tion w

as

test

ed a

nd c

onfirm

ed t

hat

the p

roble

m

has

been a

bate

d.

15.

153

B4

Pro

pert

y O

wner

Are

a D

rain

3/2

8/2

005

Posi

tive

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

16.

2212

Ken O

ak R

d.

100

A1

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

17.

100

A2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

18.

2416

Ken O

ak R

d.

103

A1

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

19.

5609

Key A

ve.

50

B4

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

20.

2504

Larr

yvale

Rd.

154

B7

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

21.

5815

Loch

lea R

d.

116

B1

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

22.

4424

Marb

le H

all

Road

Pro

pert

y M

anager

Sto

rmw

ate

r D

rain

4/1

3/2

011

Ille

gal

A lett

er

was

sent

to H

CD

on M

ay 2

5,

2011,

for

furt

her

act

ion.

A v

iola

tion N

otice

was

issu

ed in J

uly

2011.

A m

eeting w

as

held

on J

uly

28,

2011,

with

Marb

le H

all

Apart

ment

managem

ent

to d

iscu

ss t

he

pro

gre

ss o

f re

loca

ting t

he ille

gal co

nnect

ion.

Per

the

managem

ent

of

the a

part

ment

com

ple

x,

the

connect

ion w

as

re-r

oute

d in A

ugust

2011.

Follo

w u

p

test

ing w

as

carr

ied o

ut

in S

epte

mber

whic

h indic

ate

d

that

the f

ix h

as

not

pre

vente

d s

torm

wate

r gett

ing

into

the s

anitary

sew

ers

. Furt

her

coord

ination is

bein

g d

one t

o p

erm

anently r

eso

lve t

he iss

ue. A lett

er

date

d 1

1/2

8/1

1 w

as

sent

to H

CD

to c

ontinue

enfo

rcem

ent.

Pro

pert

y o

wner

is n

ot

resp

onsi

ve.

DPW

will

coord

inate

with H

CD

for

enfo

rcem

ent.

Th

is

vio

lati

on

ha

s b

ee

n c

orr

ecte

d.

A C

ity

rep

rese

nta

tive

vis

ite

d t

he

sit

e a

nd

co

nd

ucte

d

vis

ua

l in

sp

ecti

on

an

d d

ye

te

st

on

Ma

rch

11

,

20

13

to

co

nfi

rm.

Th

is lo

ca

tio

n is c

lose

d.

23.

3M

illbro

ok R

d.

D1

Pro

pert

y O

wner/

Tru

stee

Patio D

rain

5/1

9/2

011

Ille

gal

It w

as

confirm

ed a

s an ille

gal co

nnect

ion in M

ay

2011 a

fter

carr

yin

g o

ut

more

dye-t

est

ing. A

lett

er

was

sent

to t

he p

ropert

y o

wner

on A

ugust

08,

2011.

A f

ollo

w u

p lett

er

date

d 1

1/2

8/1

1 w

as

sent

to t

he

pro

pert

y o

wner

request

ing t

hat

the t

em

pora

ry s

eal

beco

mes

perm

anent.

24.

5806

Park

Heig

hts

Ave.

78

B4

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

25.

78

B2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

26.

78

B3

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

27.

78

B9

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

28.

78

B8

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

29.

5905

Park

Heig

hts

Ave.

95

B2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

30.

6414

Park

Heig

hts

Ave.

315

A4

Pro

pert

y O

wner

Dow

nsp

out

Connect

ion

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

31.

315

A3

Pro

pert

y O

wner

Are

a D

rain

3/2

2/2

005

Posi

tive

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

32.

7126

Park

Heig

hts

Ave.

280

B16

Pro

pert

y O

wner

Dow

nsp

out

Connect

ion

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

33.

6311

Pearc

e A

ve.

203

B5

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

34.

203

B4

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

35.

6106

Pim

lico R

d.

135

A1

Pro

pert

y O

wner

Drivew

ay D

rain

3/2

8/2

005

Posi

tive

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

36.

6306

Pim

lico R

d.

127

B1

Pro

pert

y O

wner

D

ow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

37.

5503

Rusk

Ave.

30

B1

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

38.

3208

Shelb

urn

e R

d.

334

A1

Pro

pert

y O

wner

Drivew

ay D

rain

3/1

5/2

005

Posi

tive

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

39.

1702

South

Rd.

324

A2

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

40.

2117

Sulg

rave A

ve.

320

B6

Pro

pert

y O

wner

Dow

nsp

out

6/2

0/2

005

New

ly I

dentified

Confirm

ed N

ot

Ille

gal

41.

2607

Taney R

d.

183

B4

Pro

pert

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o.

JFM

-02-1

524

Appendix

3-1



APPENDIX 4

PUMPING STATION WORK ORDERS



APPENDIX 5

SUMMARY OF REPORTED OVERFLOWS

City of Baltimore Activity at Sanitary Sewer Overflow Structures

For Calendar Quarter Ending June 30, 2014

Civil Action No. JFM-02-1524 Appendix 5-1 Activity at SSO Structures Calendar Quarterly Report No. 47 For Calendar Quarter Ending June 30, 2014

SSO No. 67

Date Surcharge Depth (in)** Rainfall (in)

3/29/2014 Flow Meter in Place 1.17








SSO No. 72














SSO No. 132


Flow monitor removed due to sewer line reconstruction

SSO No. 134



SSO No. 135



SSO No. 137











SSO No. 138




SSO No. 139







Pumping Station Overflows

Pumping Station Date Volume Loss (gal) Rainfall (in)

None Reported this Quarter

Waste Water Treatment Plant Overflows

WWTP Date Volume Loss (gal) Rainfall (in)

None Reported this Quarter

Date Estimated

Volume (Gal)Cause Rain Receiving Waters Location Zip

4/1/2014Evidence of

OverflowN/A 0.01 N/A 3426 Elmley Ave 21213

4/1/2014 40 Rags, roots, debris 0.01 Jones Falls Stoney Rd & Linkwood Rd 21210

4/1/2014Evidence of

OverflowRoots 0.01 N/A 1720 N Longwood St 21216

4/1/2014Evidence of

OverflowRoots, debris 0.01 N/A 1703 Bloomingdale Rd 21216

4/2/2014 120 Roots 0.00 N/A 1709 Chilton St 21218

4/2/2014Evidence of

OverflowRocks 0.00 N/A 2205 W Baltimore St 21223

4/3/2014Evidence of

OverflowN/A 0.06 N/A 1824 McCulloh St 21217

4/3/2014 525 Roots, grease 0.06 Herring Run 6214 Fairdel Ave 21206

4/3/2014Evidence of

OverflowRags 0.06 N/A 2505 Brookfield Ave 21217

4/4/2014Evidence of

OverflowRags, roots, debris 0.02 N/A 2800 Rosalind Ave 21215

4/4/2014 30 Rags, grease 0.02 N/A 4105 McKendree Pl 21215

4/4/2014Evidence of

OverflowRags 0.02 N/A 4118 Fernhill Ave 21215

4/5/2014Evidence of

OverflowRags debris 0.00 N/A 4005 Edmondson Ave 21229

4/5/2014 168 Rags, roots 0.00 Jones Falls 4701 N Charles St 21210

4/5/2014Evidence of

OverflowRags, roots, infiltration 0.00 N/A 2617 Woodland Ave 21215

4/6/2014 252 Rags, debris 0.00 N/A 2201 Homewood Ave 21218

4/6/2014 316 Rags, debris 0.00 N/AGreenspring Ave & Park Hill

Ave21211

4/6/2014Evidence of

OverflowInfiltration 0.00 N/A 2904 Rueckert Ave 21214

4/6/2014Evidence of

OverflowGrease 0.00 N/A 5012 Wetheredsville 21207

4/7/2014Evidence of

OverflowRags 0.38 N/A 845 E Pontiac Ave 21225

4/7/2014Evidence of

OverflowN/A 0.38 N/A 3606 Menlo Dr 21215

4/8/2014Evidence of

OverflowRags, grease 0.03 N/A 9 N Wheeler Ave 21223

4/8/2014 202 Vandalism 0.03 Patapsco 3400 Reisterstown Rd 21215

4/8/2014 3,090 Rags, Grease 0.03 Patapsco Spelman Rd & Bethune Rd 21225

4/9/2014Evidence of

OverflowRags, roots 0.00 N/A 2805 Steele Rd 21209

4/9/2014Evidence of

OverflowRags 0.00 N/A 3405 Garrison Blvd 21215

City of Baltimore

Un-Permitted Sanitary Sewer Overflows



Overflow Occurrences

Calendar Quarterly Report No. 47

For Calendar Quarter Ending June 30, 2014 Appendix 5 - 5

Date Estimated


City of Baltimore



4/10/2014 6,865 Rags, vandalism 0.00 Jones Falls 3300 Clipper Mill Rd 21211

4/10/2014 360 Rags, roots, ground 0.00 Jones FallsBonnieview Dr & Western

Run Dr21209

4/11/2014Evidence of

OverflowRoots 0.00 N/A 72 S Morley St 21229


OverflowN/A 0.00 N/A 1815 Ruxton Ave 21216

4/12/2014 520Pipe break, grease,

debris0.00 Patapsco 2600 Insulator Dr 21230

4/12/2014 2,750 N/A 0.00 Jones Falls 2700 Loch Raven Rd 21218

4/12/2014 495 Roots 0.00 Herring Run 3515 Rosekemp Ave 21214

4/13/2014 1,762 Rags, grease 0.00 Gwynns Falls 251 N Monroe St 21223


OverflowRags 0.00 N/A 301 Scott St 21230


OverflowRags 0.00 N/A 3044 Guilford Ave 21218


OverflowGrease 0.00 N/A 3116 Brighton St 21216

4/13/2014 75 N/A 0.00 Back River 4814 Sunbrook Ave 21206


OverflowN/A 0.00 N/A 411 S Wickham Rd 21229

4/14/2014 207 Rags 0.00 Jones Falls 6 Hillside Rd 21210

4/14/2014 5,110 Rags, roots, grease 0.00 Jones Falls 1905 W Rogers Ave 21209


OverflowN/A 2.03 N/A 5302 Denmore Ave 21215


OverflowGrease 2.03 N/A 5201 York Rd 21212

4/15/2014 4,910 Heavy rain 2.03 Baltimore Harbor 2809 Boston St 21224

4/16/2014 610 Rags, grease, infiltration 0.01 Patapsco N Gay St & E Biddle St 21213

4/16/2014 9,130 Infiltration 0.01 Herring Run 3537 Old York Rd 21218

4/16/2014 505 Rags, grease 0.01 Gwynns Falls 4510 Bonner Rd 21216


OverflowInfiltration/Inflow 0.01 N/A 601 E 36th St 21218


Overflow

Infiltration/Inflow,

Unknown0.01 N/A 2106 Harford Rd 21218


OverflowRags, grease 0 N/A 706 Monroe St 21217


OverflowRags 0 N/A 1327 W Fayette St 21223

4/17/2014 555 Infiltration, debris 0 Herring Run Overland Ave & Ivy Ave 21214

4/17/2014 75Rags, grease, sand,

gravel, rocks0 Jones Falls 1027 N Carey St 21217





Date Estimated


City of Baltimore




OverflowRoots 0.00 N/A 1424 Mount Royal Ave 21217


OverflowN/A 0.00 N/A 519 N Streeper St 21205

4/18/2014 160 Rags, roots 0.00 N/A 2800 Rosalind 21215


OverflowRags, roots 0.01 N/A 411 S Wickham Rd 21229


OverflowRags 0.01 N/A 1532 E Biddle St 21213


OverflowRags, roots 0.00 N/A 4517 Schenley Rd 21210


OverflowRags 0.00 N/A 1009 Appleton St 21217


OverflowRags, roots 0.00 N/A 1809 Thornbury Rd 21209


OverflowRoots 0.00 N/A 6647 Belair Rd 21206


OverflowRoots 0.20 N/A 1104 Wood Heights Ave 21211


OverflowPipe break 0.20 N/A 3205 Stafford St 21229

4/22/2014 549 Rags 0.20 Patapsco 3330 Henry G Park Jr Cir 21215


OverflowRags 0.00 N/A 5006 Midwood Ave 21212


OverflowN/A 0.00 N/A 3205 Stafford Rd 21229


OverflowRags 0.00 N/A 3917 Boarman Ave 21215


OverflowPipe break 0.00 N/A 4517 Schenley Rd 21210


OverflowRags, grease 0.58 N/A 1902 Boone St 21218


OverflowGrease 0.58 N/A 3101 Pulaski Hwy 21224


OverflowRags, roots 0.01 N/A 1327 W Fayette St 21223


OverflowRags 0.01 N/A 2804 Springhill Ave 21215


OverflowRoots, debris 0.01 N/A 5107 Herring Run Dr 21214


OverflowRags, debris 0.00 N/A 2106 Harford Rd 21218


OverflowRags, roots 0.00 N/A 5209 Midwood Ave 21212

4/28/2014 897 Rags, roots, grease 0.34 N/A 2020 Hollins Ferry Rd 21230


OverflowRags 1.15 N/A 4104 Penhurst Ave 21215

4/30/2014 1,110 Pipe break, heavy rain 4.09 Jones Falls E 26th St & Charles St 21218

4/30/2014 1,250 Rags, grease 4.09 Gwynns Falls 4021 Fairview Ave 21216

4/30/2014 29,800 Heavy rain, Rocks 4.09 Baltimore Harbor 900 Rutland Ave 21205


OverflowHeavy rain, I/I 4.09 N/A 1800 S. Clinton St 21224

4/30/2014 32,325 Heavy rain 4.09 Jones Falls 1901 Falls Road 21217





Date Estimated


City of Baltimore




OverflowHeavy rain, I/I 4.09 N/A 3004 Biddison Ln 21206


OverflowHeavy rain, I/I 4.09 N/A 3901 Belair Rd 21206


OverflowHeavy rain, I/I 4.09 N/A

Cross Country Blvd & Dale

Rd21209

4/30/2014 39,000 Pipe break, heavy rain 4.09 N/A E 26th St & N. Charles St 21218


OverflowHeavy rain, I/I 4.09 N/A Harford Rd & Argonne Dr 21214





Date Estimated


City of Baltimore



5/1/2014Evidence of

OverflowRags, grease 0.18 N/A 8 Mount Olivet Ln 21229

5/1/2014 364 Rags, Grease 0.18 N/A 2525 Insulator Dr 21230

5/1/2014Evidence of

OverflowGrease 0.18 N/A 2859 W Lanvale St 21228

5/1/2014 39,975 N/A 0.18 Patapsco 3008 Wilkens Ave 21223

5/1/2014 9,130 Rags, roots, grease 0.18 N/A 6115 Ridgeview Ave 21206

5/2/2014Evidence of

OverflowRags, grease 0.00 N/A 1510 E 29th St 21218

5/2/2014Evidence of

OverflowRoots 0.00 N/A 1703 Bloomingdale Rd 21216

5/2/2014Evidence of

OverflowRoots 0.00 N/A 2909 Whitney Ave 21215

5/2/2014Evidence of

OverflowN/A 0.00 N/A

Springlake Way & St.

Dunstans Rd21212

5/2/2014Evidence of

OverflowRags, heavy rain 0.00 N/A 2 W University Pkwy 21218

5/3/2014Evidence of

OverflowRoots, grease 0.01 N/A 7118 Park Heights Ave 21215

5/5/2014Evidence of

OverflowPipe break 0.00 N/A 104 S Durham St 21231

5/5/2014Evidence of

OverflowInfiltration/Inflow 0.00 N/A 1409 Battery Ave 21230

5/6/2014Evidence of

OverflowRags, roots 0.02 N/A 5801 Clover Rd 21215

5/7/2014Evidence of

OverflowRoots 0.12 N/A 2346 E Fayette St 21224

5/7/2014Evidence of

Overflow

Pipe break, sand, gravel,

rocks0.12 N/A 3601 Pinkney Ave 21215

5/8/2014Evidence of

OverflowRags, roots 0.02 N/A 3901 Belair Rd 21206

5/9/2014 300 Rags, grease 0.00 N/ABraddish Ave & Edmondson

Ave21223


OverflowN/A 0.21 N/A 3747 Nortonia Rd 21216

5/11/2014 68 N/A 0.00 N/A 1512 E 29th St 21218


OverflowN/A 0.04 N/A 2608 Maryland Ave 21218


OverflowRoots 0.04 N/A 5502 O'Donnell St 21224


Overflow

Rags, pipe break,

grease, debris0.04 N/A 706 N Monroe St 21217


OverflowN/A 0.04 N/A 2608 Manhattan Ave 21215


OverflowRags 0.00 N/A 1412 Ward St 21230


OverflowRags 0.00 N/A 6700 Pulaski Hwy 21205


OverflowRags 0.00 N/A 4511 Schenley Rd 21210


OverflowN/A 0.02 N/A 316 N Paca St 21201


OverflowRoots 0.02 N/A 1000 Haverhill Rd 21229


OverflowRoots 0.02 N/A 2005 E 30th St 21218





Date Estimated


City of Baltimore



5/16/2014 900 Rags, sand gravel, rocks 1.74 N/A 3700 Greenspring Ave 21215


OverflowRoots 0.00 N/A W Mullberry St & N Pulaski St 21223


OverflowRags, debris 0.00 N/A 5423 O'Donnell St 21224

5/19/2014 796 Roots 0.00 Jones Falls 1424 W Mount Royal Ave 21217


OverflowShift pipe 0.00 N/A 444 E Fort Ave 21230

5/20/2014 181 Rags, roots, debris 0.00 N/A 6830 Everall Ave 21206


OverflowGrease 0.10 N/A 4 N Wheeler Ave 21223


OverflowInfiltration/Inflow 0.10 N/A 3826 W Bay Ave 21225


OverflowN/A 0.00 N/A 2430 Frederick Ave 21223


OverflowGrease 0.00 N/A 5209 Midwood Ave 21212


OverflowRoots, Infiltration/Inflow 0.00 N/A 1424 W Mount Royal Ave 21217

5/25/2014 25 Rags, debris 0.00 N/A 1806 Druid Hill Ave 21217


OverflowRags 0.00 N/A 1647 Northwick Rd 21218


OverflowRoots 0.00 N/A 2904 Sylvan Ave 21214


OverflowRoots 0.02 N/A 1015 W 37th St 21211


OverflowRags 0.02 N/A 505 E Patapsco Ave 21225


OverflowRags grease 0.00 N/A 2119 Callow Ave 21217


OverflowRags, roots 0.00 N/A 3409 Park Heights Ave 21215





Date Estimated


City of Baltimore



6/1/2014Evidence of

Overflow

Rags, infiltration/inflow,

debrisN/A N/A 2468 Lakeview Ave 21217

6/2/2014Evidence of

OverflowRoots N/A N/A 307 Rossiter Ave 21212

6/2/2014Evidence of

OverflowRoots N/A N/A 501 S Hanover St 21201

6/2/2014Evidence of

Overflow

Infilitration/inflow,

unknownN/A N/A 619 Wyeth St 21230

6/2/2014 175 Rags grease N/A Back River Interstate Ave & Ramp 21226

6/3/2014Evidence of

Overflow

Infiltration/inflow,

unknownN/A N/A 5704 Adleigh Ave 21206

6/3/2014Evidence of

OverflowGrease N/A N/A 6006 Amberwood Rd 21206

6/4/2014Evidence of

OverflowRoots N/A N/A 1053 N Broadway 21205

6/5/2014Evidence of

OverflowRoots N/A N/A 3519 Liberty Heights Ave 21215

6/5/2014 94 Rags, debris N/A N/A 730 Yale Ave 21229

6/6/2014 440 Infiltration/inflow, debris N/A N/A N Wolfe St & E Fayette St 21231

6/7/2014Evidence of

OverflowN/A N/A N/A 2119 Callow Ave 21217

6/9/2014 190Rags, grease, sand,

gravel, rocksN/A Patapsco 3900 Greenspring Ave 21209


OverflowRags, grease N/A N/A 108 N Bentalou St 21223

6/11/2014 360 Rags, trash, paper N/A N/A 914 Wilmington Ave 21223

6/13/2014 249 Rags N/A Patapsco 2510 Queen Anne Rd 21216


OverflowN/A N/A N/A 4207 Groveland Ave 21215


OverflowDebris N/A N/A 5220 Reisterstown Rd 21215

6/14/2014 202 Sand, gravel, rocks N/A N/A 3700 Greenspring Ave 21215

6/14/2014 1349Pipe break, sand, gravel,

rocksN/A N/A 4421 Mannasota Ave 21206


OverflowRags, roots N/A N/A 107 N Rock Glen Rd 21229


OverflowRags N/A N/A 206 S Bruce St 21223


OverflowRags N/A N/A 2410 Woodbrook Ave 21217


OverflowRoots, debris N/A N/A 2909 Whitney Ave 21215

6/20/2014 202 Rags, debris N/A N/A 3600 Greenspring Ave 21215


OverflowRoots N/A N/A 2616 Talbot Rd 21215





Date Estimated


City of Baltimore




OverflowRags N/A N/A 2446 Druid Hill Ave 21217

6/23/2014 600 Rags N/A Inner Harbor 1100 Interstate Ave 21224


OverflowDebris N/A N/A 1225 N Broadway 21213

6/24/2014 132 Rags, Roots & Debris N/A N/A 2844 W. North Ave 21216


OverflowPipe Break N/A N/A 926 N Montford Ave 21205


OverflowN/A N/A N/A 1807 Bloomingdale Rd 21216


OverflowGrease N/A N/A 1810 Harman Ave 21230

6/26/2014 60Rags, Pipe Break,

Sand, Gravel, RocksN/A Jones Falls 2725 Sisson St 21211

6/30/2014 211 Pipe Break & Mud N/A N/A 1769 E. North Ave 21213





Seri

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ubsequent

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Testing

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2433 c

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m.

Locate

d a

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nal

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ry t

est

is

pen

din

g

38

11/6

/2009

3302 E

sth

er

Pla

ce

(insid

e 5

4"s

torm

dra

in)

21212

Inner

Harb

or

Not

Resolv

ed

On-g

oin

g977,4

72

T

For

nort

h s

ide,

lett

er

to b

e s

ent

to H

CD

/HA

BC

. H

CD

issues a

vio

lation n

otice o

n 0

1/1

0/1

1.

For

south

sid

e,

pip

e h

as b

een p

lugged.

SW

MD

checked o

n t

he p

lug

on 1

2/1

5/1

0,

and it

continues t

o h

old

.

DH

CD

wil

l p

rovid

e a

ccess s

o d

ye t

esti

ng

can

be r

e-d

on

e

40

5/2

6/2

010

Cro

ss C

ountr

y &

Chilham

Rd

(300 f

t nort

heast

of

inte

rsection in a

n u

nchart

ed 1

5"

Sto

rm D

rain

)

21209

Weste

rn R

un

Not

Resolv

ed

On-g

oin

g60,9

69

TV

eri

fied a

s S

DU

O s

ite b

y a

mm

onia

fie

ld t

est

and d

ye

test

com

ple

ted o

n M

ay 2

6,

2010.

Mo

re i

nvesti

gati

on

is r

eq

uir

ed

. N

eed

to

sch

ed

ule

a s

ite v

isit

42

6/3

/2010

Cro

ss C

ountr

y &

Key A

ve

(Sto

rm D

rain

MH

with

sew

age in b

ott

om

) 21215

Weste

rn r

un

Not

Resolv

ed

On-g

oin

g214,2

72

T

Veri

fied a

s S

DU

O s

ite b

y a

mm

onia

fie

ld t

est

and d

ye

test

com

ple

ted o

n J

une 3

, 2010.

Dye t

esting a

nd

CC

TV

inspection r

eveale

d C

IPP

Lin

ing is

recom

mended.

UE

S is a

ddre

ssin

g t

his

site a

s p

art

of

the o

vera

ll

Consent

Decre

e C

IP.

This

section o

f sew

er

will be

CIP

P lin

ed a

s r

ecom

mended in t

he J

ones F

alls

Sew

ers

hed P

lan.

Work

will be p

erf

orm

ed u

nder

CD

pro

ject.

Up

da

ted

th

rou

gh

Ju

ne

30

, 2

01

4

Est.

Qu

an

tity

of

Dis

ch

arg

e i

n

Gall

on

s (

7,

8,

9)

Civ

il A

ction N

o.

JF

M-0

2-1

524

S

DU

O O

verf

low

Occurr

ences

Cale

ndar

Quart

erly R

eport

No.

47

F

or

Cale

ndar

Quart

er

Endin

g J

une 3

0,

2014

Appendix

5-1

3

Seri

al

No

. D

ate

of

Occu

rren

ce

Lo

cati

on

Zip

Co

de

Str

eam

Aff

ecte

dD

ate

of

Reso

luti

on

(S

ee

No

te 6

Belo

w)

Du

rati

on

(Days)

Measu

res T

aken

to

Id

en

tify

So

urc

e o

r

Reso

lve

Fu

ture

/Pla

nn

ed

Wo

rk

Up

da

ted

th

rou

gh

Ju

ne

30

, 2

01

4

Est.

Qu

an

tity

of

Dis

ch

arg

e i

n

Gall

on

s (

7,

8,

9)

47

8/4

/2010

3412 -

3418 G

lenm

ore

Ave

21214

Moore

s R

un t

o H

err

ing

Run

Not

Resolv

ed

On-g

oin

g718,7

04

T

On 6

/30/2

011,

the o

n-c

all c

ontr

acto

r re

pla

ced t

wo

sanitary

house c

onnections o

n G

lenm

ore

Avenue.

On

9/2

0/2

011,

test

results r

eceiv

ed f

rom

SW

MD

indic

ate

that

the T

heodore

Ave d

rain

is a

targ

et.

On-c

all

contr

acto

r in

sta

lled a

new

MH

on t

he u

nchart

ed p

ipe

ente

ring t

he T

heodore

Ave.

C

CT

V p

erf

orm

ed in

Apri

l 2012.

Additio

nal ille

gal house c

onnection

identified a

nd r

epair

ed,

but

pro

ble

m n

ot

abate

d.

Mo

re i

nvesti

gati

on

is r

eq

uir

ed

49

9/9

/2010

Barr

e S

t. n

ear

Ste

rrett

21203

Inner

Harb

or

6/5

/2014

1,3

65

35,3

10

AIn

vestigation o

ngoin

g.

UE

S in t

he p

rocess o

f notify

ing

HC

D t

o p

rocess a

Vio

lation N

otice.

Lo

cati

on

ab

ate

d o

n 6

/5/2

014

52

11/1

7/2

010

39th

& U

niv

ers

ity P

kw

y21218

Jones F

alls

Not

Resolv

ed

On-g

oin

g861,3

92

T

Lin

e C

CT

Ved in N

ov.

2011,

but

debri

s a

nd r

oots

blo

ck

pip

e.

Coord

inate

d w

ith c

ontr

acto

r to

insta

ll n

ew

MH

to

facilitate

furt

her

CC

TV

. A

dditio

nal cle

anin

g

perf

orm

ed.

Recom

mended f

or

linin

g.

So

me o

f th

e w

ork

to

be p

erf

orm

ed

un

der

CD

pro

ject.

On

ce c

om

ple

ted

, a c

on

firm

ato

ry t

est

wil

l b

e p

erf

orm

ed

an

d a

dd

itio

nal

wo

rk m

ay b

e

need

ed

.

55

8/1

0/2

011

Mannasota

& P

ark

sid

e21206

Herr

ing R

un

Not

Resolv

ed

On-g

oin

g39,0

20

T

Sew

age is infiltra

ting t

he s

torm

ente

ring s

torm

dra

in a

t

Cylb

urn

Ave.

On 7

/26/2

011,

on-c

all c

onsultant

recom

mended t

he s

ew

er

line b

e C

IPP

lin

ed.

Site

lined,

but

follow

-up t

esting d

ocum

ente

d a

mm

onia

.

Reco

mm

en

ded

fo

r li

nin

g w

as f

orw

ard

ed

on

10/1

0/1

3.

On

ce w

ork

is c

om

ple

ted

, a

co

nfi

rmato

ry t

est

wil

l b

e p

erf

orm

ed

57

8/3

1/2

011

Seabury

& H

illv

iew

21225

Pata

psco

Not

Resolv

ed

On-g

oin

g533,7

78

T

CIP

P L

inin

g r

ecom

mended a

nd e

xecute

d.

Dye

deplo

yed in t

he m

ain

channel about

1 f

oot

belo

w

sanitary

manhole

at

Seabury

Rd.

and H

illv

iew

was

negative.

Dye h

eld

in t

he s

anitary

manhole

channel w

as p

ositiv

e.

Rep

air

s w

ere

co

mp

lete

d.

co

nfi

rmato

ry t

est

is

pen

din

g

62

1/2

7/2

012

JH

U -

Rem

sen H

all

21218

Johns F

alls

Not

Resolv

ed

On-g

oin

g311,3

50

A

Met

with r

epre

senta

tives o

f Johns H

opkin

s U

niv

ers

ity

to d

iscuss issue.

JH

U c

om

ple

ted s

ignific

ant

repair

eff

ort

. S

ubsequent

rete

sting b

y t

he C

ity d

ete

rmin

ed

that

the r

epair

s t

o d

ate

have b

een u

nsuccessfu

l. C

ity

met

wit

h J

HU

main

ten

an

ce o

n 1

2/5

/13.

Ow

ner

co

nti

nu

es t

o a

dd

ress t

he p

rob

lem

66

10/1

1/2

012

McM

echen &

Jord

an

21217

Jones F

alls

Not

Resolv

ed

On-g

oin

g4,4

24,1

12

TD

ye t

est

pro

gra

m a

nd C

CT

V p

erf

orm

ed.

Rep

air

s w

ere

co

mp

lete

d.

co

nfi

rmato

ry t

est

is

pen

din

g

67

9/2

6/2

012

McM

echen &

Bre

vard

21217

Jones F

alls

Not

Resolv

ed

On-g

oin

g64,5

39

TD

ye t

esting p

erf

orm

ed.

CIP

P l

inin

g a

nd

man

ho

le r

eh

ab

ilit

ati

on

reco

mm

en

dati

on

fo

rward

ed

on

11/2

2/2

013.

68

10/1

1/2

012

Mason &

McM

echen

21217

Jones F

alls

Not

Resolv

ed

On-g

oin

g72

TD

ye t

est

pro

gra

m a

nd C

CT

V p

erf

orm

ed.

Dye t

esti

ng

an

d C

CT

V s

ch

ed

ule

d f

or

next

qu

art

er

to c

on

tin

ue i

nvesti

gati

on

.

69

12/4

/2012

Fait &

Gru

ndy

21224

Inner

Harb

or

Not

Resolv

ed

On-g

oin

g33,0

05

T

Heavy c

lean

ing

an

d C

CT

V p

erf

orm

ed

. D

ye t

esti

ng

of

3906 F

ait

Ave c

on

firm

ed

th

e p

rop

ert

y i

s n

ot

the

so

urc

e.

Rep

air

s w

ere

co

mp

lete

d.

co

nfi

rmato

ry t

est

is

pen

din

g

70

12/5

/2012

Haven &

Bank

21224

Inner

Harb

or

Not

Resolv

ed

On-g

oin

g20,5

92

TD

ye t

esti

ng

an

d m

an

ned

in

sp

ecti

on

co

nfi

rmed

pri

vate

co

nn

ecti

on

s.

Pro

pert

y o

wn

er

no

tifi

ed

.

Fo

llo

w u

p w

ith

pro

pert

y o

wn

er

to c

on

firm

rep

air

.

71

1/2

9/2

013

Arm

iste

ad C

reek

21205

Herr

ing R

un

Not

Resolv

ed

On-g

oin

g186,1

20

AV

isu

al

insp

ecti

on

an

d d

ye t

est

perf

orm

ed

.

Mo

re b

acte

ria a

nd

am

mo

nia

testi

ng

sch

ed

ule

d

for

next

qu

art

er.

An

y r

eh

ab

wo

rk w

ill

be d

on

e

un

der

CIP

co

ntr

act.

Civ

il A

ction N

o.

JF

M-0

2-1

524

S

DU

O O

verf

low

Occurr

ences

Cale

ndar

Quart

erly R

eport

No.

47

F

or

Cale

ndar

Quart

er

Endin

g J

une 3

0,

2014

Appendix

5-1

4

Seri

al

No

. D

ate

of

Occu

rren

ce

Lo

cati

on

Zip

Co

de

Str

eam

Aff

ecte

dD

ate

of

Reso

luti

on

(S

ee

No

te 6

Belo

w)

Du

rati

on

(Days)

Measu

res T

aken

to

Id

en

tify

So

urc

e o

r

Reso

lve

Fu

ture

/Pla

nn

ed

Wo

rk

Up

da

ted

th

rou

gh

Ju

ne

30

, 2

01

4

Est.

Qu

an

tity

of

Dis

ch

arg

e i

n

Gall

on

s (

7,

8,

9)

73

3/1

/2013

230 N

. F

ranklinto

wn R

d.

21223

Gw

ynns F

alls

Not

Resolv

ed

On-g

oin

g204,6

70

AD

ye t

esti

ng

perf

orm

ed

. F

oll

ow

up

to

rep

air

s,

Am

mo

nia

sti

ll h

igh

.T

he o

wn

er

co

nti

nu

es t

o a

dd

ress t

he p

rob

lem

74

3/1

2/2

013

3801 P

ula

ski H

wy -

Hebre

w F

riendship

Cem

ete

ry21224

Inner

Harb

or

5/1

4/2

014

428

324,7

67

AD

ye t

esti

ng

an

d i

nsp

ecti

on

perf

orm

ed

.A

bate

d o

n 5

/14/2

014

75

4/3

/2013

Pula

ski H

wy.

& D

ean S

t.

21224

Inner

Harb

or

5/1

4/2

014

406

15,9

64

AD

ye t

esting a

nd inspection p

erf

orm

ed.

Ab

ate

d o

n 5

/14/2

014

78

7/2

6/2

013

500 b

lock o

f B

loom

St.

21217

Jones F

alls

Not

Resolv

ed

On-g

oin

g420,0

02

TC

CT

V p

rogra

m in p

rogre

ss.

Lin

ing

rep

air

wo

rk w

as

perf

orm

ed

un

der

Co

nsen

t D

ecre

e p

roje

ct.

Pro

ble

m n

ot

ab

ate

d.

Wil

l co

nti

nu

e

investi

gati

on

s

79

7/3

1/2

013

Perk

ins H

om

es,

263

Dallas C

t.21223

Inner

Harb

or

Not

Resolv

ed

On-g

oin

g70,3

29

TD

ye t

est

pro

gra

m a

nd C

CT

V c

onducte

d.

confirm

ato

ry

test

show

ed d

ye n

egative t

o s

torm

dra

in.

Th

e o

wn

er

co

nti

nu

es t

o a

dd

ress t

he p

rob

lem

80

8/1

6/2

013

Perk

ins H

om

es,

270-2

79

Dallas C

t.21223

Inner

Harb

or

Not

Resolv

ed

On-g

oin

g246,2

40

TD

ye t

est

pro

gra

m a

nd C

CT

V c

onducte

d.

confirm

ato

ry

test

show

ed d

ye n

egative t

o s

torm

dra

in.

Th

e o

wn

er

co

nti

nu

es t

o a

dd

ress t

he p

rob

lem

81

8/2

9/2

013

2301 W

ilkens A

ve.

21223

Gw

ynns R

un

Not

Resolv

ed

On-g

oin

g4,7

60

AD

ye t

este

d n

earb

y s

anitary

, w

ithout

positiv

e r

esults.

Rep

air

s w

ere

co

mp

lete

d.

co

nfi

rmato

ry t

est

is

pen

din

g

82

9/1

7/2

013

Fle

et

& F

agle

y S

treets

21224

Pata

psco

Not

Resolv

ed

On-g

oin

g341,8

27

TD

ye t

est

pro

gra

m a

nd C

CT

V in p

rogre

ss.

Un

der

Investi

gati

on

83

9/1

9/2

013

Scott

ish R

ite M

asonic

Cente

r, 3

800 N

Charl

es

Str

eet

21218

Sto

ny R

un

Not

Resolv

ed

On-g

oin

g8,9

87

A

Dye t

est

pro

gra

m c

onducte

d.

3800 N

Charl

es S

t S

HC

show

ed p

ositiv

e d

ye t

o s

torm

dra

in.

Info

rmed O

wner

of

pro

ble

m a

nd r

equeste

d c

orr

ective a

ction.

Th

e o

wn

er

co

nti

nu

es t

o a

dd

ress t

he p

rob

lem

84

10/2

2/2

013

Gw

ynns F

alls P

kw

y.

& H

olm

es A

ve.

21217

Gw

ynns R

un

Not

Resolv

ed

On-g

oin

g470,5

54

T

Dye t

est

pro

gra

m a

nd C

CT

V c

onducte

d.

1620

Gw

ynns F

alls P

kw

y S

HC

show

ed p

ositiv

e d

ye t

o

sto

rm d

rain

.

mo

re i

nvesti

gati

on

is r

eq

uir

ed

85

11/6

/2013

2200 B

LK

Ard

en R

d.

21209

Weste

rn R

un

Not

Resolv

ed

On-g

oin

g44,1

59

AD

ye t

est

pro

gra

m a

nd C

CT

V c

onducte

d.

Dye w

as

positiv

e t

o s

torm

dra

in.

Un

der

Investi

gati

on

9.

For

sites t

hat

have n

ot

yet

been r

esolv

ed,

"E

st.

Quantity

of

Dis

charg

e (

Gal)

" is

readju

ste

d e

ach q

uart

er

to

reflect

the e

lapse o

f tim

e a

nd a

ny r

ecent

field

info

rmation (

flow

, N

H3,

TK

N)

that

may h

ave b

een c

ollecte

d f

or

a

giv

en s

ite.

8.

(

T)

- F

low

calc

ula

ted u

tilizin

g T

KN

concentr

ation.

(

A)

- F

low

Calc

ula

ted u

tilizin

g A

mm

onia

concentr

ation.

5.

New

SD

UO

Sites d

ocum

ente

d in t

he last

Quart

er:

0

For

all a

ctive s

ites,

the C

ity u

ltim

ate

ly,

pla

ns o

n c

alc

ula

ting f

low

s u

sin

g T

KN

- p

er

guid

elines o

f th

e a

ppro

ved

pro

tocol by E

PA

6.

Under

the c

olu

mn e

ntitled "

Date

of

Resolu

tion",

if

the n

ote

reads N

ot

Resolv

ed a

n e

nd d

ate

of

06/3

0/2

014 w

as

used t

o d

ete

rmin

e t

he q

uantity

of

dis

charg

e u

p t

o t

hat

poin

t.

7.

All o

f th

e E

stim

ate

d Q

uantities o

f D

ischarg

e lis

ted in t

he a

bove t

able

are

based o

n a

sta

rt d

ate

of

Octo

ber

30,

2008 in a

ccord

ance w

ith t

he lett

er

issued b

y E

PA

date

d N

ovem

ber

12,

2010.

The a

ctu

al sta

rt d

ate

of

the s

ew

er

dis

charg

e b

ased o

n t

esting is lis

ted in t

he D

ate

of

Occurr

ence.

S

DU

O S

ite o

n P

rivate

Pro

pert

y4.

Tota

l S

DU

O S

ites U

nre

solv

ed:

28 (

32%

Op

en

)

SD

UO

Sum

mary

:

1.

Tota

l S

DU

O S

ites D

ocum

ente

d:

87

2.

Tota

l S

DU

O S

ites R

esolv

ed:

59

(68%

Co

mp

lete

)

3.

Tota

l A

ctive S

DU

O S

ites o

n P

rivate

Pro

pert

y:

9

SD

UO

Site a

bate

d

Civ

il A

ction N

o.

JF

M-0

2-1

524

S

DU

O O

verf

low

Occurr

ences

Cale

ndar

Quart

erly R

eport

No.

47

F

or

Cale

ndar

Quart

er

Endin

g J

une 3

0,

2014

Appendix

5-1

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Updated: Julyl 2014

Q47 SSOs! June2014! May2014! April2014

IS 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

A p r i l 2 0 1 4 - J u n e 2 0 1 4A p r i l 2 0 1 4 - J u n e 2 0 1 4

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