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City of Baltimore Sanitary Sewer Overflow

Consent Decree

Civil Action No. JFM-02-1524

Calendar Quarterly Report No. 44 For Calendar Quarter ending September 30, 2013

Submitted: October 31, 2013

Submitted To: United States Environmental Protection Agency

United States Department of Justice Maryland Department of the Environment

Prepared By: City of Baltimore

Department of Public Works, Bureau of Water and Wastewater

Civil Action No. JFM-02-1524 1 Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013

Table of Contents

Section

Page

A. INTRODUCTION

2

B. PROGRESS OF IMPLEMENTATION OF SECTION VI REQUIREMENTS

3

Paragraph 8: Elimination of Sanitary Sewer Overflow and Combined Sewer Overflow Discharges

3

Paragraph 9: Collection System Evaluation and Sewershed Plans

6

Paragraph 10: Illegal Sewer Connections

11

Paragraph 11: Pumping Station Inspection, Rehabilitation, and Repair

12

Paragraph 12: Collection and Transmission System Model

14

Paragraph 13: Collection System Operation and Maintenance

15

Paragraph 14: Information Management System Program

15

Paragraph 15: Valve Inspection and Repair Program

16

Paragraph 16: Emergency Response Plan – Un-permitted Discharges

16

Paragraph 17: Reporting of Discharge Events and Recordkeeping

17

C. DESCRIPTION OF ANTICIPATED PROBLEMS WITH SECTION VI REQUIREMENTS

17

D. DESCRIPTION OF SEP ACTIVITIES

18

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

18

Appendix 1 – Status of Paragraph 8 Construction Projects

Appendix 2 – Status of Paragraph 9 Construction Projects Appendix 3 – List of Illegal Connections

Appendix 4 – Pumping Station Work Orders Appendix 5 – Summary of Reported Overflows


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 September 30, 2013, the City of Baltimore was in general compliance with the Clean Water Act and Title 9, Subtitle 3 of the Environment Article, Annotated Code of Maryland. Episodes of non-compliance include un-permitted sanitary sewer overflows (SSOs), as reported during the quarter in accordance with Paragraph 17 of the Consent Decree and as summarized in Appendix 5 herein.

B. Construction Projects: Appendix 1 to this Calendar Quarterly Report provides a

status update for each of the construction projects listed in Appendix D of the Consent Decree.

1. Practical Completion

As design and construction progress, concerns and issues have arisen that may impact the schedule for some of the Paragraph 8 projects, are as follows: Project No. 8: Stony Run Interceptor and Pumping Station: Due to significant public opposition to the proposed pumping station site in Wyman Park, additional pumping station locations were investigated. A new location at the Department of Public Works Solid Waste Site, near the intersection of Sisson Street and 29th Street had been selected and approved by MDE and EPA. To expedite the project, this project was split into 3 phases: SC 819 (Phase 1) is an upper portion of Stony Run interceptor and consists of rehabilitation, and partial replacement of pipelines and manholes located north of Wyndhurst Avenue. Practical completion of this project was complete as of October 14, 2006. SC 838 (Phase 2) is the middle portion of Stony Run interceptor and consists of rehabilitation and partial replacement of pipelines located between Cold Spring Lane and Wyndhurst Avenue. Practical completion of this project was complete as of March 21, 2007. SC 839 and SC 847 (Phase 3) consist of 20 mgd pumping station, force main and gravity sewer. Due to delay in siting the pump station, the City has requested and MDE has approved a 6-month extension for the project advertisement and completion dates. Both SC 839 and SC 847 were advertised on June 16, 2006. For Contract SC 839, the city received only one bid 65% above the engineers estimate. The city rejected this bid and had determined that the compressed construction schedule of one year is the primary reason for the unusually high bid amount and lack of competitive bidding. The


City re-advertised Contract SC 839 on October 27, 2006 and, anticipated that based on bids received in December, contract negotiations will begin. The City sent a letter on October 13, 2006 requesting an additional extension of fourteen (14) months to account for the additional time required for construction due to the increased scope of work. For SC 847 the city had awarded this contract to a successful bidder and the current duration was one year, however the full functionality and operation of the pumping station will depend on the progress of SC 839. Therefore, the City has requested to move the practical completion date for SC 839 and SC 847 from December 31, 2007 to February 28, 2009. A response from MDE was received on February 26, 2007, granting the requested extension. The Practical Completion deadline for both of these projects is now February 28, 2009. The extension letter request for the extension of SC 847 to May 31, 2009 was granted by EPA on June 22, 2009 and MDE on April 15, 2010. Practical Completion was achieved on May 29, 2009, for lower portion of project SC 839RR –Stony Run Interceptor. Conditional acceptance for SC 839RR was achieved on July 21, 2011. 2. SSO Structure Elimination SSO No. 132 is located at the intersection of Springdale Avenue and Hilton Street. It was proposed to monitor this SSO structure for a twelve-month period ending September 18, 2004. During the calendar quarter ending September 30, 2005, activity was observed at this SSO structure on March 23, and March 28, 2005. The City of Baltimore eliminated SSO No. 33 & No. 34 on December 10, 2008 and December 23, respectively. The City of Baltimore eliminated SSO No. 136 on January 21, 2009. SSO No. 132 is located at intersection of Hilton Street & Springdale Ave SSO No. 134 is located near the intersection of Liberty Heights and Elamont Road. SSO No. 135 is located one block away from SSO No. 134, at the intersection of Liberty Heights and Dennlyn Road. SSO No. 137 is located near the intersection of Shannon Drive and Brehms Lane. SSO No. 138 is located at the intersection of Cold Spring Lane & Ayrdale Ave. SSO No. 139 is located at the intersection of W Garrison Ave and Queensberry Ave. The City is working on addressing these SSOs. The City has engaged the services of an engineering firm to investigate and evaluate the collection system adjacent to SSO Nos. 132, 134 and 135. The design to eliminate these SSOs is complete and the contract was advertised on February 10, 2012, bids were opened on April 4, 2012, contract was awarded on September 26, 2012, and Notice to Proceed was issued on February 4, 2013. Due to construction and bypass activity at SSO #135 (site P8_10_135S), this meter was removed on 6/13/13. It is planned for reinstall once construction is complete. Due to construction activity at SSO #134 (site HL32), this meter was removed on 8/17/13. It is planned for reinstall once construction is complete. The City will continue to monitor and evaluate activity at these SSO structures and will continue to keep EPA and MDE advised of progress in future Calendar Quarterly Reports.


Other than the concerns and issues noted here, all Paragraph 8 projects are complete. The milestone dates specified in Appendix D of the Consent Decree have all been met.

C. Separate Sanitary Sewer Characterization Report: This requirement has been

completed.

D. Elimination of Combined Sewer Overflows:

Walbrook: This project has been completed. Forest Park: During the calendar quarter ending September 30, 2006, combined sewer overflow (CSO) No. 13P was eliminated and the City reported that the Combined Sewer System has been separated and all CSO structures have been eliminated in the Forest Park neighborhood. On October 11, 2006, the City sent a letter to MDE/EPA that included a report dated March 2006 entitled “Confirmatory Testing for Final Separation of Combined Sewer System in Forest Park Area”. The letter also documented the elimination dates for the CSO structures associated with this area, including 10P, 11P, 13P, 18P, 19P, 21P, and 31P. Lastly, the City requested that post-construction monitoring be waived for these CSO structures since the eliminations were performed. MDE responded to this letter on December 11, 2006, and approved the waiving of post monitoring for the CSO structures, with the exception of 13P. For this structure 13P, MDE noted that a site inspection was performed by MDE on October 19, 2006 that revealed the discharge of raw sewage. Therefore, MDE disapproved the waiving of the post-monitoring requirements at this location. On January 16, 2007, the City submitted a letter of response that included additional sampling results indicating that the high bacterial levels are due to stagnant pooling water at the outfall in lieu of a sewage discharge. It is therefore believed by the City that post-monitoring can be waived at overflow structure 13P. EPA requested that the City provide additional clarification regarding CSO 13P. Sampling was carried out on February 8, 2012 and a report and laboratory results were sent to EPA on March 21, 2012.

E. Flow and Rainfall Monitoring for Paragraph 8 Construction Projects:

As of September 30, 2013, 3 flow meters are installed as indicated in Table 8-1 specifically for Paragraph 8 Projects.

Table 8-1: Flow Monitor Installations for Paragraph 8 Projects

Consent Decree Project ID No.

ADS Project ID No. Project

No. of Meters

July August September

7 4 Lower Jones Falls Interceptor 1 1 1

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


Consent Decree Project ID No.

ADS Project ID No. Project

No. of Meters

July August September

10 7 Greenmount Interceptor 1 1 1

Total 3 3 3

A summary of rainfall and flow monitoring data collected during June, July and August 2013, prepared by ADS Environmental Services is submitted on a compact disk in the inside of the back cover of this Calendar Quarterly Report. The ADS report includes: Meter location maps Meter site reports Rain gauge location maps Tabular flow monitoring data Tabular rain gauge data Depth and velocity scattergraph plots Flow and rainfall data in Excel format

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

F. Progress Reports:

Progress of work under Paragraph 8 is as reported herein.

Paragraph 9: Collection System Evaluation and Sewershed Plans

A. The milestone dates for completion of the Sewershed Study and Plan for each of the City’s eight sewersheds, as established by Paragraph 9.B of the Consent Decree, recognize that evaluation work will not begin in earnest until several years after the Date of Entry.

Sewershed Study and Plan: The City submitted Jones Falls, the first of the sewershed plans to MDE/EPA and DOJ on December 26, 2008 with an approach plan for prioritizing the capital improvements recommended by the Jones Falls team and the other sewersheds. MDE/EPA submitted comments on the Jones Falls Report in a letter dated June 4, 2009. The City responded within 30 days. The Herring Run sewershed plan was submitted to MDE/EPA and DOJ on June 26, 2009. The Low Level sewershed plan was submitted to MDE/EPA and DOJ on December 22, 2009. The High Level sewershed plan was submitted to MDE/EPA and DOJ on December 21, 2009. The Patapsco, Dundalk, Outfall and Gwynns Falls sewershed plan were submitted to MDE, EPA and DOJ on June 15, 2010, June 18, 2010, June 25, 2010 and June 28, 2010,


respectively. All eight (8) Sewershed Plans/Reports were submitted by the milestone dates established in the Consent Decree.

In the Planning phase the Sewershed teams have completed quality control and the quantities below are provided as final inspection quantities. A total of 33,227 manholes were inspected during Paragraph 9 sewershed studies A total of 5,994,171 linear feet of sewers were CCTV inspected during Paragraph 9

sewershed studies (~ 94%). Any remaining assets will be inspected during Paragraph 9 rehabilitation projects. B. The Sewershed Study and Plan Elements: The Plan Elements in the Consent

Decree are to be followed for each sewershed. C. Collection System Inspections: Please refer to Section A above for a summary of

final inspection quantities.

In accordance with Paragraph 8 and 9 of the Consent Decree, many collection system components have been replaced, rehabilitated, and slip-lined. The City submitted to the EPA/MDE, under Paragraph 9 D (vii), a request for wavier of the Paragraph 9.D inspection requirements for these system components. In a letter dated September 04, 2007, MDE approved the request to waive inspection of selected portions of the collection system.

D. Infiltration and Inflow (“I/I”) Evaluation: Flow monitoring began on May 09,

2006. As of September 30, 2013, the flow monitoring continues at 9 meter locations throughout the City, including the long term monitoring program.

E. Long-Term Capacity/Peak Flow Management: During the calendar quarter ending

September 30, 2013, there was no capacity/flow management analysis activity related to the Sewershed Studies and Plans.

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

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


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. The City is awaiting a response from the Regulators regarding the June 28, 2013 City letter regarding the time line for completion of Phase 2 Consent Decree work.


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 September 30, 2013, Baltimore further addressed the list of suspected illegal connections to the collection system known to the City. The City had previously initiated enforcement actions for 14 suspected illegal connections by notifying the respective property owners of the suspected illegal connections and actions to be taken, as required by Paragraph 10.A of the Consent Decree. In accordance with the City’s enforcement plan, staff of Housing and Community Development (HCD) inspected these 14 properties and determined that two were not illegal connections, ten required dye/smoke testing for confirmation, and two required further evaluation. The City performed dye testing and determined that only 5 are illegal connections. Furthermore, the City has identified and confirmed 33 additional properties within the Western Run Sewershed with potential illegal storm water connections to the sanitary system.

The City has further researched the 38 illegal connections documented in the past Quarterly Reports and has determined that the results of the testing performed to date cannot differentiate between an illegal connection or a privately-owned portion of a customer service connection lateral. Dye testing performed did prove that sources of inflow are connected to the sewer; however, it was not determined whether the connections were via direct connections to the sewer pipe or via the privately owned portion of the lateral. As such, the City should not have positively identified these as illegal connections and requests approval to remove the 38 connections from the list in Appendix 3 until further investigation can be performed. In February 2010, the City completed its illegal connections investigations in the Jones Falls Sewershed, including the 38 potential connections in the Western Run Area previously provided in Appendix 3, plus an additional 25 as identified in the Jones Falls Collection System Sewershed Study and Plan, utilizing dye-testing, smoke testing along with CCTV inspections. Based upon these investigations out of the 63 previously suspected illegal connections, only two illegal connections were confirmed. These locations are, 6309 Greenspring Ave and 4424 Marble Hall Rd. 6309 Greenspring Ave: A letter was sent to the property owner on August 08, 2011, and a follow up letter was sent on January 5, 2012. The second letter was returned unclaimed. Dye testing confirmed the location is abated. 4424 Marble Hall Road: On August 11, 2008 while performing dye testing as part of their field investigations, the Herring Run Sewershed team identified an illegal sewer connection at 4424 Marble Hall Road. Once an illegal connection is identified, the approved Illegal Connection Enforcement and Implementation Plan will be adhered to. This illegal connection has been found to be located on private property. The City has contacted its Housing Department (HCD) to send the owner a notice to eliminate this illegal connection. Additional dye-testing was carried out in March 2011 to satisfy HCD requirements and a letter was sent to HCD on May 25, 2011, for further action. A Violation Notice was issued in July 2011. A meeting was held on July 28, 2011, with Marble Hall Apartment management to discuss the progress of eliminating the illegal connection. Per the management of the apartment complex, the connection was re-routed in August 2011. Follow up testing was carried out in September which indicated


that the fix did not prevent storm water from getting into the sanitary sewers. The City attempted to coordinate with the property owner to fix the problem permanently but the property owner is not responsive. This location has been referred to the Code Enforcement Legal Section of HCD (ID 28567). The violation has been corrected. A City representative visited the site and conducted visual inspection and dye test on March 11, 2013, to confirm. This location is closed.

The City plans to perform supplemental investigation as part of the Paragraph 9 Sewershed Studies. Under these studies, each of these connections and any additional connections will be investigated and a distinction will be made between the two types of connections as noted herein.

B. Updated List of Illegal Connections: Appendix 3 contains the updated list of known

illegal connections.

C. Illegal Connection Enforcement and Implementation Plan: This requirement has been completed as reported in Quarterly Report No. 7.

D. In a letter dated May 05, 2003, MDE stated that they had reviewed the draft plan for

implementation and enforcement with regard to illegal connections and found it to be acceptable. As requested by MDE, the City is considering the merits of adding a provision to the Plan that would enable the City Department of Public Works to actually do disconnections themselves and bill people for the materials and labor as a last resort if they have a situation where flows may cause a SSO and there is no cooperation from the property owner. To date, the need for this has not occurred. EPA in its letter dated January 12, 2005 has approved the Illegal Sewer Connection Detection and Enforcement Plan.

E. Progress of work under Paragraph 10 is as reported herein.

F. Privately-Owned Portion of a Customer Service Connection Lateral: During the calendar quarter ending September 30, 2013, no privately-owned portion of a customer service connection was identified as a source of I/I that causes or contributes to an overflow from the collection system. During this same quarter, no owners of such laterals were notified of the need to repair, rehabilitate, replace or terminate their laterals, and no enforcement actions in regard to such laterals were pending.

Paragraph 11: Pumping Station Inspection, Rehabilitation, and Repair

A. Pumping Station Rehabilitation and Repair: As reported in Quarterly report No. 8,

all pumping station rehabilitation projects are complete. B. Pumping Station Inspection Procedures: During the calendar quarter ending

September 30, 2013, Baltimore inspected each of the eight pumping stations at least twice daily in accordance with Paragraph 11.B. All inspections were conducted in accordance with the inspection checklist attached as Appendix F to the Consent Decree,


and completed inspection checklists are being maintained. All deficiencies noted during inspections were corrected within eight hours, or a work order was issued for correction. A listing of these work orders is attached as Appendix 4 to this Calendar Quarterly Report.

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

C. Pumping Station Remote Monitoring: As of September 30, 2013, Baltimore continuously monitored pumping station data in accordance with Paragraph 11.C. of the Consent Decree. Alarm data was electronically archived.

D. Pumping Station Equipment Inventory: As of September 30, 2013, all pumps,

motors, bar screens, sensors and other critical components of Baltimore’s pumping stations had been assigned unique equipment identification numbers. These numbers are recorded in the maintenance information management system (“MIMS”) operated by Baltimore’s Wastewater Facilities Division.

E. Pumping Station Preventative Maintenance: The MIMS system operated by

Baltimore’s Wastewater Facilities Division automatically generates work orders for preventive maintenance at Baltimore’s eight pumping stations, including standard operating procedures and parts lists. During the calendar quarter ending September 30, 2013, the MIMS system was used to initiate and track scheduled preventive maintenance activities at the pumping stations.

During the calendar quarter ending December 31, 2002, a procedure for determining the cause of equipment and/or system failures was submitted as required by Paragraph 11.E.ii of the Consent Decree.

F. Pumping Station Operation and Maintenance Manuals: As of September 30, 2013, operations and maintenance (“O&M”) manuals for each of Baltimore’s eight pumping stations were up to date, reflecting current station configuration, equipment, and characteristics. Operating parameter value ranges for each pumping station are available in the standard operating procedures (“SOPs”) for that pumping station, which are posted at the pumping station and considered part of the O&M manual. Pump run times are kept in the log books at each pumping station.

G. Progress Reports: Table 11-1 Summarizes the status of Baltimore’s pumping station

inspection and repair program during the calendar quarter ending September 30, 2013.


Table 11-1: Pumping Station Inspection and Repair Program

Pumping Station

Date of Inspection Completion

Date of Repair

Completion Repairs or

Improvements No. of

Overflows

Eastern Avenue

All Pumping Stations

inspected twice per day throughout reporting

period

See Appendix 4 See Appendix 4

None Brooklyn None Dundalk None Jones Falls None Locust Point None Quad Avenue None McComas None Westport None

Progress toward installation of the new SCADA system for remote monitoring of pumping stations is reported in item 11.C above

Paragraph 12: Collection and Transmission System Model

A. The hydraulic modeling task for each sewershed will be performed utilizing the previously-selected hydraulic modeling software package: InfoWorks, marketed by Wallingford Software.

B. Model Elements: The InfoWorks hydraulic modeling package is fully compliant with

the requirements listed in Paragraph 12.B.i of the Consent Decree.

C. Model Project Approach Report: This draft Report was submitted by the February 27, 2003 milestone date (150 days from the Date of Entry of the Consent Decree).

D. EPA in its letter dated January 12, 2005 has approved the Model Project Approach Report. Baltimore has initiated implementation of the Model Project Approach Report. The first phase of model implementation, involving the migration of the four models developed as part of previous sewershed studies into an InfoWorks environment, is underway.

E. Model Certification: Baltimore will complete implementation of the Model for each

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

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

model during this Quarterly period.


Paragraph 13: Collection System Operation and Maintenance

A. During the calendar quarter ending September 30, 2013, Baltimore continued to review current practices and procedures for collection system operation and maintenance, and to identify any changes that are needed for full compliance with the requirements of Paragraph 13.A. of the Consent Decree.

B. The draft Operations and Maintenance Program Report required under Paragraph 13.B.

of the Consent Decree was submitted in accordance with the milestone date of January 28, 2003 (120 days from the Date of Entry of the Consent Decree). MDE has indicated approval of this draft Report; EPA has also approved this report in its letter dated January 12, 2005.

C. The City of Baltimore has implemented root and grease control programs after approval

of chemical products that will be used as part of the cleaning for root and grease problem areas. Those pipes that are found to have root and grease problems are being treated under these programs and recorded/tracked in the GIS system.

D. Progress Reports: The implementation period of the Operations and Maintenance

Plan was completed in July 2006. The City submitted the Year 1 Annual Report on October 30, 2007, which covered the time period from July 2006 to July 2007. This report includes all elements as specified in this section of the Consent Decree. The Year 2 Annual Report was submitted on October 30, 2008 and it covers the time period from July 2008 to June 2009. The Year 3 Annual Report was submitted to EPA/MDE and DOJ on October 27, 2009. The City of Baltimore submitted the fourth annual progress report, on October 28, 2010. The fifth annual progress report was submitted to EPA/MDE on October 21, 2011. The sixth annual progress report was submitted on October 25, 2012.

Paragraph 14: Information Management System Program

A. During the calendar quarter ending September 30, 2013, Baltimore continued to develop an information management system that will facilitate engineering analysis, evaluation, operation and maintenance of the collection system.

B. Geographic Information System: On September 24, 2004, Baltimore demonstrated

to EPA and MDE that the GIS is fully functioning and capable of displaying the information described in Paragraph 14.B.i through iv.

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

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

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


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

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

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

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

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

database continued throughout the calendar quarter ending September 30, 2013. Most of the information currently in the database has been taken from record documents (for example, “as-built” drawings). This information will be verified and supplemented with field inspection data/information, and all required database fields are being populated, as part of the Sewershed Studies required under Paragraph 9 of the Consent Decree. Progress toward implementation of the GIS is reported in Item 14.B. above.

Paragraph 15: Valve Inspection and Repair Program

A. All requirements of Paragraph 15 have been completed as summarized in Quarterly Report No. 7.

B. Progress Reports: All requirements of Paragraph 15 have been completed as noted in

Appendix H of Consent Decree. Paragraph 16: Emergency Response Plan – Un-permitted Discharges

A. Emergency Response Plan (ERP): Baltimore has developed and implemented an Emergency Response Plan for protection of public health and the environment in the event of an un-permitted discharge from the wastewater collection system.

B. This requirement has been completed as reported in Quarterly Report No. 7. C. The EPA and MDE reviewed the draft Emergency Response Plan, and review comments

were forwarded to Baltimore in a letter from EPA Region 3 received by Baltimore on July 23, 2002. The City of Baltimore revised the draft Emergency Response Plan accordingly by responding to the review comments within the 30-day requirement established by Paragraph 16.C. of the Consent Decree. MDE and EPA granted approval of the Plan in separate letters received by Baltimore on May 5, 2003, and May 14, 2003, respectively. As of the June 13, 2003 milestone date for implementation of the Plan (30 days from final approval), 70 copies of the Plan had been produced and distributed to appropriate staff.


D. Yearly Review and Update: During the Calendar Quarter ending September 30, 2007, the City submitted the Yearly Update for 2007. The 2008 update was submitted on December 26, 2008. The City of Baltimore submitted updates to the ERP for 2009 on December 28, 2009. The 2010 annual updates to the ERP were submitted to the Regulators on December 28, 2010. The 2011 annual updates to the ERP were submitted to the Regulators on December 23, 2011. The 2012 annual updates to the ERP were submitted to the Regulators on December 21, 2012.

E. No portion of the Emergency Response Plan is in dispute at this time, and Baltimore has

implemented the Plan in its entirety. Paragraph 17: Reporting of Discharge Events and Recordkeeping

A. During the calendar quarter ending September 30, 2013, Baltimore has complied with

the reporting requirements for overflows from the wastewater collection system as established by Paragraph 17 of the Consent Decree, by NPDES Permit Numbers 21555 and 21601, by State Discharge Permit Numbers 89-DP-0581 and 93-DP-0580A, and by State and Federal regulations. Oral notifications of overflows were made to MDE within 24 hours that Baltimore first became aware of them, and written reports were forwarded within 5 days. A summary of reported overflows for the calendar quarter ending September 30, 2013 is provided in Appendix 5.

B. During the calendar quarter ending September 30, 2013, Baltimore maintained a

monitoring, sampling, analysis and reporting program to monitor water quality in Baltimore surface water. This program is administered by the Water Quality Management Section of the Environmental Services Division in accordance with the requirements of the NPDES referenced in item 17.A. above. Monitoring results are published annually in Baltimore’s Water Quality Report.

C. Records of all sanitary sewer overflows from Baltimore’s collection system during the

calendar quarter ending September 30, 2013, are being maintained in accordance with the requirements of Paragraph 17.C.

D. Copies of all written reports prepared pursuant to Paragraph 17 will be maintained for a

minimum of 5 years, as required by Paragraph 17.D. C. DESCRIPTION OF ANTICIPATED PROBLEMS WITH SECTION

VI REQUIREMENTS

Issues and concerns related to Paragraph 8 construction projects are reported above in the Paragraph 8 section of this Calendar Quarterly Report. As of September 30, 2013, there were no other anticipated problems with Section VI requirements to report.


D. DESCRIPTION OF SEP ACTIVITIES

The study and 30% design for the Patapsco Wastewater Treatment Plant Enhanced Nutrient Removal (ENR) project was completed and submitted to Maryland Department of the Environment (MDE) and US EPA Region III (EPA) in September 2004. The MDE letter approving the 30% design for the Patapsco Wastewater Treatment Plant was on December 01, 2004. The EPA letter approving the 30% design was on received May 24, 2005. The consultant agreement for the design of the Patapsco Wastewater Treatment Plant ENR project was approved by the City’s Board of Estimates on December 21, 2005. As of the calendar quarter ending September 30, 2013, SC 845R - BAF and tertiary PS bids were rejected and the project was re-advertised in December 2011 and bids were received on February 15, 2012. Notice to Proceed (NTP) for construction was issued on August 1, 2012 and the estimated construction completion date is February 2015. SC 852R - Denitrification filters project was advertised on March 27, 2009 and the bids were rejected. This project was re-advertised on October 13, 2009 and the successful bidder was awarded the NTP on December 29, 2009. This project is currently in the construction phase. In addition, the City has selected the consultant for engineering services for SC 855 - ENR Modifications to the Existing Facilities at the Patapsco Wastewater Treatment Plant. As of the calendar quarter ending September 30, 2013, this contract was advertised on April 30, 2010, and bids were due on September 30, 2010. The construction NTP was issued on February 22, 2011. This project is currently in the construction phase.

E. ADDITIONAL MATTERS FOR THE ATTENTION OF THE EPA

AND MDE

As of the calendar quarter ending September 30, 2013 the City of Baltimore has updated the Sanitary Discharges of Unknown Origin (SDUO) tracking sheet to the Quarterly Report per the requirements of the policy letter by EPA and MDE dated March 31, 2009. The details of these sites are located in the SDUO tracking sheets in Appendix 5. The City provided a response to MDE/EPA and requested additional time to research and develop possible methods of quantifying SDUOs in a letter dated April 30, 2009. The City submitted the SDUO Quantification Protocol to MDE and EPA for review, comments and approval on August 06, 2009. EPA/MDE issued a SDUO Quantification Protocol comment letter on December 21, 2009. The City of Baltimore issued a response letter to EPA/MDE on February 16, 2010. EPA/MDE approved the quantification protocol on October 12, 2010, and requested that the City apply the protocol to all resolved and outstanding SDUO sites since October 30, 2008, and to all future SDUOs. The City submitted a final approved copy of the SDUO Quantification Protocol to MDE/EPA on November 18, 2010 and sent in the application of the SDUO Protocol on December 28, 2010.


APPENDIX 1

STATUS OF PARAGRAPH 8

CONSTRUCTION PROJECTS

AP

PE

ND

IX 1

ST

AT

US

OF

PA

RA

GR

AP

H 8

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

PR

OJ.

ID

NO

.P

RO

JEC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

C

OM

PL

ET

ION

DA

TE

SS

O

ST

RU

CT

UR

ES

E

LIM

INA

TE

DS

SO

/CS

O S

TR

UC

TU

RE

S E

LIM

INA

TE

DS

TA

TU

S

1W

este

rn R

un In

terc

epto

r (J

PI B

ranc

h)S

anita

ry C

ontr

act N

os. 7

60 &

789

1. In

stal

l app

roxi

mat

ely

880

linea

r fe

et o

f 30-

inch

par

alle

l rel

ief s

ewer

from

JP

IB49

to J

PI1

0 (a

long

JP

I90A

-JP

I94)

(S

C76

0)2.

Inst

all a

ppro

xim

atel

y 9,

400

linea

r fe

et o

f 21-

to 2

4-in

ch p

aral

lel r

elie

f sew

er fr

om J

PI2

0 to

JP

I65

(SC

789)

3. R

ehab

ilita

te a

ppro

xim

atel

y 3,

300

linea

r fe

et o

f exi

stin

g 18

-inch

sew

er fr

om J

PI0

7 to

JP

I20

(SC

789)

June

30,

200

2Ju

ne 3

0, 2

004

June

30,

200

5E

limin

ates

SS

O n

os. 2

1, 2

2, 2

3, 2

4 an

d 29

Com

plet

e

2U

pper

Jon

es F

alls

Inte

rcep

tor

(Nor

th &

Sou

th o

f Pep

si C

ola

Pla

nt)

San

itary

Con

trac

t Nos

. 772

& 8

24

1. R

ehab

ilita

tion

of a

ppro

xim

atel

y 1,

800

linea

r fe

et o

f exi

stin

g 42

- to

48-

inch

sew

er lo

cate

d be

twee

n JP

01 (

Mt.

Was

hing

ton

Flu

me)

and

JP

10, a

nd a

ppro

xim

atel

y 6,

570

linea

r fe

et o

f 48-

to 6

0-in

ch s

ewer

loca

ted

betw

een

JP42

and

the

JP70

. R

epla

cem

ent o

f app

roxi

mat

ely

1,90

0 lin

ear

feet

of 4

8" s

ewer

bet

wee

n JP

10 a

nd J

P18

, and

ap

prox

imat

ely

1,55

0 lin

ear

feet

of 6

0" s

ewer

bet

wee

n JP

70 a

nd th

e Jo

nes

Fal

ls P

umpi

ng S

tatio

n (S

C 7

72).

2. R

epla

cem

ent o

f app

roxi

mat

ely

7,08

0 lin

ear

feet

of 4

8-in

ch s

ewer

bet

wee

n JP

18 a

nd J

P42

(S

C 8

24).

3. M

anho

le a

nd s

trea

m b

ank

rest

orat

ion.

June

30,

200

4D

ecem

ber

27, 2

006

12/3

0/20

08 *

*E

limin

ates

SS

O N

os. 3

3 an

d 34

SC

772

- P

ract

ical

Com

plet

ion

was

ach

ieve

on

June

30,

20

06.

S

C 8

24 -

Con

stru

ctio

n P

hase

**

Lette

r se

nt to

MD

E a

nd E

PA

on

6-25

-07

requ

estin

g an

ex

tens

ion

of th

e S

SO

elim

inat

ion

date

to D

ecem

ber

2008

. MD

E r

espo

nse

lette

r ap

prov

ing

exte

nsio

n w

as

rece

ived

on

Sep

tem

ber

5, 2

007.

Elim

inat

ed S

SO

Nos

33

and

34

on 1

2/10

and

12/

23/0

8, r

espe

ctiv

ely.

3

New

Jon

es F

alls

For

ce M

ain/

Pre

ssur

e S

ewer

- L

ower

Sec

tion

and

Val

ves

impr

ovem

ents

of e

xist

ing

forc

e/pr

essu

re s

ewer

San

itary

Con

trac

t Nos

. SC

779

&

SC

805

1. R

epla

cem

ent o

f app

roxi

mat

ely

1600

line

ar fe

et o

f for

ce m

ain/

pres

sure

sew

er in

Bro

adw

ay fr

om O

liver

to E

ast

Cha

se S

tree

t con

nect

ing

to H

igh

Leve

l sew

er (

SC

779

)2.

Impr

ovem

ents

to g

ate

valv

es, b

low

-off

valv

es a

nd a

ir re

leas

e va

lves

for

exis

ting

forc

e m

ain/

pres

sure

sew

er

(SC

805

)

Dec

embe

r 30

, 200

2Ju

ne 3

0, 2

004

6/30

/200

5 -

SE

E

ST

AT

US

Con

trib

utes

to e

limin

atio

n of

SS

O N

o. 5

SS

O N

o. 5

can

not b

e el

imin

ated

unt

il pr

ojec

ts 4

and

5

are

com

plet

ed.

4Jo

nes

Fal

ls P

umpi

ng S

tatio

n F

orce

M

ain/

Pre

ssur

e S

ewer

San

itary

Con

trac

t No.

800

Upg

rade

exi

stin

g fo

rce

mai

ns/p

ress

ure

sew

er to

han

dle

incr

ease

d flo

ws

from

reh

abili

tate

d/up

grad

ed J

ones

Fal

ls

Pum

ping

Sta

tion

as w

ell a

s ad

ditio

nal f

low

s fr

om p

ossi

ble

futu

re p

umpi

ng s

tatio

ns in

Sto

ny R

un a

nd a

long

the

JGA

bra

nch

June

30,

200

512

/29/

2007

**M

ay 2

,200

8C

ontr

ibut

es to

elim

inat

ion

of S

SO

No.

5

Con

stru

ctio

n P

hase

** L

ette

r se

nt to

MD

E a

nd E

PA

on

6 -11

-07

requ

estin

g ad

ditio

nal 9

0 da

y pr

actic

al c

ompl

etio

n ex

tens

ion

to D

ecem

ber

2007

. MD

E r

espo

nse

lette

r ap

prov

ing

addi

tiona

l ext

ensi

on r

ecei

ved

Sep

tem

ber

5,

2007

. L

ette

r se

nt

to M

DE

an

d E

PA

on

12/

17/0

7 re

qu

esti

ng

ad

dit

ion

al 6

0 d

ay e

xten

sio

n f

or

pra

tica

l co

mp

leti

on

. P

ract

ical

co

mp

leti

on

occ

ure

d o

n

1/23

/08.

Ext

ensi

on

req

ues

t ap

pro

val g

ran

ted

by

MD

E in

a le

tter

dat

ed A

pri

l 15,

201

0. A

wai

tin

g

resp

on

se f

rom

EP

A.

5Jo

nes

Fal

ls P

umpi

ng S

tatio

nS

anita

ry C

ontr

act N

o. 8

22U

pgra

de e

xist

ing

pum

ping

sta

tion

to h

andl

e at

leas

t 50

mgd

Dec

embe

r 30

, 200

512

/29/

2007

**Ju

ne 3

0, 2

008

Elim

inat

es S

SO

No.

5

Con

stru

ctio

n P

hase

** L

ette

r se

nt to

MD

E a

nd E

PA

on

6-11

-07

requ

estin

g ad

ditio

nal 9

0 da

y pr

actic

al c

ompl

etio

n ex

tens

ion

to D

ecem

ber

2007

. MD

E r

espo

nse

lette

r ap

prov

ing

addi

tiona

l ext

ensi

on r

ecei

ved

Sep

tem

ber

5,

2007

. B

enifi

cial

Occ

upan

cy a

chie

ved

11/1

6/07

.

6

Elim

inat

ion

of C

olle

ctio

n S

yste

m

Ove

rflo

ws

in U

pper

Jon

es F

alls

S

ewer

shed

San

itary

Con

trac

t No.

876

Ass

ess

hydr

aulic

s an

d de

sign

impr

ovem

ents

to a

reas

adj

acen

t to

over

flow

sE

xist

ing

on-c

all

cont

ract

June

30,

200

3Ju

ne 3

0, 2

004

Elim

inat

es S

SO

Nos

. 20,

31,

32

and

36C

ompl

ete

UP

PE

R J

ON

ES

FA

LL

S S

EW

ER

SH

ED

Ap

pen

dix

1 -

1N

ote:

Sha

ded

date

cel

ls in

dica

te c

ompl

etio

n.

AP

PE

ND

IX 1

ST

AT

US

OF

PA

RA

GR

AP

H 8

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

PR

OJ.

ID

NO

.P

RO

JEC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

C

OM

PL

ET

ION

DA

TE

SS

O

ST

RU

CT

UR

ES

E

LIM

INA

TE

DS

SO

/CS

O S

TR

UC

TU

RE

S E

LIM

INA

TE

DS

TA

TU

S

7Lo

wer

Jon

es F

alls

Inte

rcep

tor

(Upp

er P

ortio

n of

Gra

vity

Mai

nlin

e)S

anita

ry C

ontr

act N

os. 7

73 &

818

1. In

stal

l app

roxi

mat

ely

7,90

0 lin

ear

feet

of 1

8- to

24-

inch

par

alle

l rel

ief s

ewer

from

JG

030

(nea

r Jo

nes

Fal

ls

Pum

ping

Sta

tion)

to J

G06

1 (a

t the

con

nect

ion

of th

e JG

E b

ranc

h) (

SC

818)

2. R

ehab

ilita

tion

of a

ppro

xim

atel

y 16

,500

line

ar fe

et o

f exi

stin

g se

wer

ran

ging

from

12-

to 5

0-in

ch (

SC

773)

3. In

vert

ed s

ipho

n re

habi

litat

ion

in F

alls

Roa

d (m

anho

le J

G06

2) (

SC

773)

4. S

trea

m b

ank

rest

orat

ion

alon

g U

nion

Ave

nue

near

Mea

dow

Mill

s at

Woo

dber

ry

July

31,

200

3Ju

ne 3

0, 2

006

2/28

/10*

**E

limin

ates

SS

O N

o. 6

7P

ost C

onst

ruct

ion

Mon

itorin

g P

hase

. M

on

ito

rin

g

per

iod

is e

xten

ded

at

on

e si

te.

8

Sto

ny R

un In

terc

epto

r an

d P

umpi

ng

Sta

tion

(JG

F B

ranc

h)**

San

itary

Con

trac

t No.

819

, 838

, 839

&

847

1. C

onst

ruct

a 2

0 m

gd c

apac

ity p

umpi

ng s

tatio

n ne

ar D

epar

tmen

t of P

ublic

Wor

ks S

olid

Was

te S

ite n

ear

the

inte

rsec

tion

of 2

9th

Str

eet a

nd S

isso

n S

tree

t.2.

Inst

all a

ppro

xim

atel

y 1,

200

linea

r fe

et o

f 24-

inch

forc

e m

ain

from

new

pum

ping

sta

tion

to J

FP

S p

ress

ure

sew

er [l

engt

h de

pend

s on

loca

tion

of p

umpi

ng s

tatio

n]3.

Par

alle

l app

roxi

mat

ely

10,8

00 li

near

feet

of e

xist

ing

sew

er fr

om s

outh

of C

olds

prin

g La

ne (

JGF

48)

to th

e ne

w

pum

ping

sta

tion

with

18

to 3

6-in

ch s

ewer

Dec

embe

r 30

, 200

5

(SC

-819

& 8

38)

June

30,

200

6 *

(SC

-839

& 8

47)

5/31

/200

9***

2/28

/10*

**C

ontr

ibut

es to

elim

inat

ion

of S

SO

No.

72;

el

imin

ates

SS

O N

o. 1

29

Pra

ctic

al c

om

ple

tio

n w

as a

chei

ved

on

May

29,

20

09 f

or

the

low

er p

ort

ion

of

the

Sto

ny

Ru

n

inte

rcep

tor

(SC

- 8

39).

N

on

-CD

po

rtio

n o

f th

e p

roje

ct is

nea

rly

com

ple

te.

Flo

w m

on

ito

r in

stal

led

at

new

Sto

ny

Ru

n P

um

p S

tati

on

on

Au

gu

st 2

6,

2009

. T

he

Cit

y su

bm

itte

d a

n e

xten

sio

n r

equ

est

to

EP

A a

nd

MD

E f

or

SS

O 6

7 an

d 7

2 d

ated

Feb

ruar

y 16

, 201

0 re

qu

esti

ng

an

ext

ensi

on

to

Feb

ruar

y 28

, 20

11.

Th

e C

ity

furt

her

su

bm

itte

d a

no

ther

ext

ensi

on

le

tter

dat

ed F

ebru

ary

15, 2

011

req

ues

tin

g a

n

exte

nsi

on

to

Ju

ne

29, 2

019

to a

llow

fo

r ad

equ

ate

tim

e fo

r th

e C

ity

to c

om

ple

te t

he

hyd

rau

lic

rest

rict

ion

pro

ject

at

the

BR

-WW

TP

, wh

ich

th

e C

ity

bel

ieve

s is

a m

ajo

r co

ntr

ibu

tor

to n

ot

bei

ng

ab

le t

o

elim

inat

e th

ese

SS

Os.

9

Mar

ylan

d A

venu

e In

terc

epto

r (J

GB

B

ranc

h)S

anita

ry C

ontr

act N

o. 7

99

1. R

epla

ce (

upsi

ze)

appr

oxim

atel

y 4,

400

linea

r fe

et o

f exi

stin

g 12

- to

24-

inch

sew

er w

ith n

ew 2

1- to

36-

inch

se

wer

alo

ng b

ranc

h in

terc

epto

r, e

xclu

ding

pro

pose

d 90

1 N

. How

ard

proj

ect a

rea

2. Im

prov

emen

ts to

sip

hon/

SS

O N

o. 1

25 u

nder

I-83

(JG

B18

-JG

B19

)3.

Sew

er r

epla

cem

ent m

ay r

equi

re c

ross

ing

the

CLR

L

Dec

embe

r 30

, 200

3Ju

ly 1

4, 2

005

*Ju

ne 3

0, 2

006

Elim

inat

es S

SO

Nos

. 69

& 1

25C

ompl

ete

10G

reen

mou

nt A

venu

e In

terc

epto

r (J

GA

B

ranc

h)*

San

itary

Con

trac

t No.

820

, 833

1. In

stal

l app

roxi

mat

ely

7,32

5 lin

ear

feet

of 3

6 to

42-

inch

par

alle

l rel

ief s

ewer

from

Bon

apar

te A

venu

e to

the

Hig

h le

vel I

nter

cept

or o

n E

ager

Str

eet.

2. L

ine

appr

oxim

atel

y 6,

000

linea

r fe

et o

f 15-

to 3

3-in

ch e

xist

ing

sew

er.

Dec

embe

r 30

, 200

512

/27/

07 *

*2/

28/1

0***

Con

trib

utes

to e

limin

atio

n of

SS

O N

o. 7

2

Con

stru

ctio

n P

hase

. SC

833

-Ext

ensi

on

lett

er w

as

sen

t o

n 1

2-7-

07 f

or

a 90

day

ext

ensi

on

th

rou

gh

M

arch

29,

200

8. T

his

ext

ensi

on

was

ap

pro

ved

an

d

a su

bse

qu

ent

exte

nsi

on

fo

r 90

day

s, t

hro

ug

h J

un

e 27

, 200

8 w

as s

ub

mit

ted

. A

wai

tin

g r

esp

on

se f

rom

M

DE

/EP

A.

Pra

ctic

al c

om

ple

tio

n a

chei

ved

on

May

27

, 200

8. M

on

ito

rin

g p

erio

d b

egan

Ju

ly 2

5, 2

008.

In

a le

tter

dat

ed 1

1/08

/201

1, E

PA

ap

pro

ved

th

e m

ino

r sc

hed

ule

mo

dif

icat

ion

.

11

Elim

inat

ion

of S

ipho

n B

low

off

(Sip

hon

No.

6 -

sou

th o

f Nor

th A

venu

e B

ridge

, w

est o

f RR

trac

ks)

San

itary

Con

trac

t No.

830

1. C

lean

ing

and

insp

ectio

n of

sip

hon

with

rep

airs

as

nece

ssar

y.2.

Elim

inat

ion

of b

low

-off.

On-

call

cont

ract

June

30,

200

4Ju

ne 3

0, 2

005

Elim

inat

es S

SO

No.

68

Com

plet

e

* A

ppro

ved

by M

DE

\EP

A.

** A

ppro

ved

by M

DE

, ***

App

rove

d by

EP

A

12

Moo

res

Run

Inte

rcep

tor

- M

iddl

e S

ectio

nS

torm

Wat

er C

ontr

act N

os. 7

746

and

7751

Con

stru

ctio

n of

app

roxi

mat

ely

400

linea

r fe

et o

f 18-

inch

, app

roxi

mat

ely

600

linea

r fe

et o

f 21-

inch

, app

roxi

mat

ely

4900

line

ar fe

et 2

4-in

ch, a

ppro

xim

atel

y 10

00 li

near

feet

of 2

7-in

ch, a

nd a

ppro

xim

atel

y 10

0 lin

ear

feet

of 3

0-in

ch

sew

er to

rep

lace

exi

stin

g in

terc

epto

rJu

ne 3

0, 2

003

July

14,

and

Sep

t 2, 2

005*

*Ju

ne 3

0, 2

006

Con

trib

utes

to e

limin

atio

n of

SS

O N

os. 1

18 a

nd

119

Com

plet

e

13M

oore

s R

un In

terc

epto

r -

Low

er

Sec

tion

San

itary

Con

trac

t No.

801

and

843

Con

stru

ctio

n of

app

roxi

mat

ely

6900

line

ar fe

et o

f 42-

inch

, app

roxi

mat

ely

2700

line

ar fe

et o

f 36-

inch

sip

hon,

and

ap

prox

imat

ely

3700

line

ar fe

et o

f 54-

inch

sew

er to

rep

lace

the

exis

ting

inte

rcep

tor

June

30,

200

5Ju

ne 3

0, 2

007

June

30,

200

8E

limin

ates

SS

O N

o. 9

3 an

d 94

Con

stru

ctio

n P

hase

- C

ompl

ete

14M

oore

s R

un In

terc

epto

r -

Upp

er

Sec

tion

San

itary

Con

trac

t No.

817

Con

stru

ctio

n of

app

roxi

mat

ely

1700

line

ar fe

et o

f 18-

inch

and

app

roxi

mat

ely

2200

line

ar fe

et o

f 21-

inch

sew

er to

re

plac

e th

e ex

istin

g in

terc

epto

rJu

ne 3

0, 2

004

June

30,

200

5Ju

ne 3

0, 2

006

Con

trib

utes

to e

limin

atio

n of

SS

O N

os. 1

18 a

nd

119

Com

plet

e

15E

limin

atio

n of

Col

lect

ion

Sys

tem

O

verf

low

s in

Her

ring

Run

Sew

ersh

edA

sses

s hy

drau

lics

and

desi

gn im

prov

emen

ts to

are

as a

djac

ent t

o ov

erflo

ws

Exi

stin

g on

-cal

l co

ntra

ctJu

ne 3

0, 2

003

June

30,

200

4E

limin

ates

SS

O N

os. 8

8 an

d 10

9C

ompl

ete

16

Elim

inat

ion

of S

ipho

n B

low

offs

(S

ipho

n N

o. 2

- B

ay V

iew

Yar

d so

uth

of R

R

trac

ks; S

ipho

n N

o. 4

- B

owle

ys

Lane

/Mor

avia

Roa

d)S

anita

ry C

ontr

act N

o. 8

30

1. C

lean

ing

and

insp

ectio

n of

sip

hons

with

rep

airs

as

nece

ssar

y.2.

Elim

inat

ion

of b

low

-offs

.O

n-ca

ll co

ntra

ctJu

ne 3

0, 2

004

June

30,

200

5E

limin

ates

SS

O N

os. 9

2C

ompl

ete*

HE

RR

ING

RU

N S

EW

ER

SH

ED

LO

WE

R J

ON

ES

FA

LL

S S

EW

ER

SH

ED

Ap

pen

dix

1 -

2N

ote:

Sha

ded

date

cel

ls in

dica

te c

ompl

etio

n.

AP

PE

ND

IX 1

ST

AT

US

OF

PA

RA

GR

AP

H 8

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

PR

OJ.

ID

NO

.P

RO

JEC

TD

ES

CR

IPT

ION

AN

D R

EM

AR

KS

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

PR

AC

TIC

AL

C

OM

PL

ET

ION

DA

TE

SS

O

ST

RU

CT

UR

ES

E

LIM

INA

TE

DS

SO

/CS

O S

TR

UC

TU

RE

S E

LIM

INA

TE

DS

TA

TU

S

17

Pow

der

Mill

Sys

tem

Impr

ovem

ents

in

clud

ing

GF

G b

ranc

h in

Gw

ynns

Fal

ls

Sew

ersh

edS

anita

ry C

ontr

act N

os. 7

77 &

804

Reh

abili

tatio

n of

app

roxi

mat

ely

12,0

00 li

near

feet

of 1

2- to

24-

inch

con

veya

nce

pipi

ng (

SC

777)

and

ap

prox

imat

ely

33,0

00 li

near

feet

of 8

- to

10-

inch

col

lect

ion

pipi

ng (

SC

804)

Ju

ne 3

0, 2

003

June

30,

200

6Ju

ne 3

0, 2

007

Elim

inat

es S

SO

Nos

. 28P

, 29P

and

33P

Com

plet

e

18D

ead

Run

Sys

tem

Impr

ovem

ents

DR

A B

ranc

hS

anita

ry C

ontr

act N

o. 7

88, 8

25

Cle

an, i

nspe

ct a

nd r

ehab

ilita

te o

f app

roxi

mat

ely

20,0

00 li

near

feet

of 1

2- to

24-

inch

con

veya

nce

pipi

ng (

CO

E)

and

appr

oxim

atel

y 11

,000

line

ar fe

et o

f 8-

to 1

2-in

ch c

olle

ctio

n pi

ping

(S

C78

8).

June

30,

200

3Ju

ne 3

0, 2

006

June

30,

200

7E

limin

ates

SS

O N

os. 1

6P a

nd 1

7PC

ompl

ete

19M

aide

ns C

hoic

e In

terc

epto

rS

anita

ry C

ontr

act N

o. 8

26C

lean

, ins

pect

, and

reh

abili

tate

12,

400

linea

r fe

et o

f 12-

to 2

4-in

ch c

onve

yanc

e pi

ping

.O

n-ca

ll co

ntra

ctJu

ne 3

0, 2

007

June

30,

200

8E

limin

ates

SS

O N

os. 2

3P a

nd 2

4PC

onst

ruct

ion

Pha

se -

Com

plet

e

20

Elim

inat

ion

of S

ipho

n B

low

offs

(S

ipho

n N

o. 1

1 -

Ann

apol

is R

oad

and

Cla

re

Str

eet;

Sip

hon

No.

12

- C

hesh

olm

Rd.

w

est o

f Fra

nklin

tow

n R

d.)

SC

No.

827

1. C

lean

ing

and

insp

ectio

n of

sip

hons

with

rep

airs

as

nece

ssar

y.2.

Elim

inat

ion

of b

low

-offs

.O

n-ca

ll co

ntra

ctJu

ne 3

0, 2

004

June

30,

200

5E

limin

ates

SS

O N

os. 8

4 an

d 22

PC

ompl

ete*

21

Wal

broo

kS

anita

ry C

ontr

act N

o. 7

80Im

plem

enta

tion

of L

ong

Ter

m C

ontr

ol P

lan

and

com

bine

d se

wer

sep

arat

ion

desi

gn in

Wal

broo

k ar

eaJu

ne 3

0, 2

002

June

30,

200

3E

limin

ate

s C

SO

No.

21P

Com

plet

e

22F

ores

t Par

kS

anita

ry C

ontr

act N

os. 7

80 a

nd 8

13Im

plem

enta

tion

of L

ong

Ter

m C

ontr

ol P

lan

and

com

bine

d se

wer

sep

arat

ion

desi

gn in

For

est P

ark

are

aD

ecem

ber

30, 2

003

June

30,

200

5Ju

ne 3

0, 2

006

Elim

inat

es C

SO

No.

13P

and

SS

O N

os. 1

0P,

11P

, 12P

, 18P

, 19P

, 25P

, 26P

, 27P

and

31P

.

SS

O N

os. 1

0P, 1

8P, 1

9P &

31P

are

elim

inat

ed.

Com

plet

e

23G

wyn

ns R

un In

terc

epto

rS

anita

ry C

ontr

act N

o. 8

12Im

prov

emen

ts to

the

Gw

ynns

Run

Inte

rcep

tor

Dec

embe

r 30

, 200

4F

ebru

ary

25, 2

007

12/2

7/20

07**

Elim

inat

es S

SO

Nos

. 106

,107

and

130

Com

ple

te

24G

wyn

ns R

un S

yste

m Im

prov

emen

tsS

anita

ry C

ontr

act N

o. 8

07A

sses

s hy

drau

lics

and

desi

gn im

prov

emen

ts to

are

as a

djac

ent t

o ov

erflo

ws

June

30,

200

3Ju

ne 3

0, 2

006

June

30,

200

7E

limin

ates

SS

O N

os. 5

5, 5

6, 5

7, 6

0, 6

3, 1

03,

126,

127

, 128

and

131

Com

plet

e

25

Elim

inat

ion

of S

ipho

n B

low

offs

(S

ipho

n N

os. 9

and

10

- ea

st o

f Duk

elan

d S

tree

t, so

uth

of W

ilken

s A

venu

e) S

C

No.

827

1. C

lean

ing

and

insp

ectio

n of

sip

hons

with

rep

airs

as

nece

ssar

y.2.

Elim

inat

ion

of b

low

-offs

.O

n-ca

ll co

ntra

ctJu

ne 3

0, 2

004

June

30,

200

5E

limin

ates

SS

O N

os. 7

9 an

d 81

Com

plet

e*

26E

limin

atio

n of

Sip

hon

Blo

wof

f (S

ipho

n N

o. 8

- r

ear

of 8

00 U

netta

Ave

nue)

San

itary

Con

trac

t No.

827

1. C

lean

ing

and

insp

ectio

n of

sip

hon

with

rep

airs

as

nece

ssar

y.2.

Elim

inat

ion

of b

low

-off.

On-

call

cont

ract

June

30,

200

4Ju

ne 3

0, 2

005

Elim

inat

es S

SO

No.

32P

Com

plet

e

* A

ppro

ved

by M

DE

\EP

A.

** A

ppro

ved

by M

DE

, ***

App

rove

d by

EP

A

LO

W L

EV

EL

SE

WE

RS

HE

D

HIG

H L

EV

EL

SE

WE

RS

HE

D

CO

MB

INE

D S

EW

ER

AR

EA

S

GW

YN

NS

FA

LL

S S

EW

ER

SH

ED

Ap

pen

dix

1 -

3N

ote:

Sha

ded

date

cel

ls in

dica

te c

ompl

etio

n.


APPENDIX 2

STATUS OF PARAGRAPH 9

CONSTRUCTION PROJECTS

ST

AT

US

OF

PA

RA

GR

AP

H 9

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

Pro

j. N

o.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

C

ON

ST

RU

CT

ION

C

OM

PL

ET

ION

DA

TE

OF

E

VA

LU

AT

ION

C

OM

PL

ET

ION

ST

AT

US

JF-3

Low

er J

ones

Fal

ls S

ewer

Cle

anin

g

SC

876

- T

he w

ork

incl

udes

the

Low

er J

ones

Fal

ls In

terc

epto

r, lo

cate

d in

the

grav

ity s

ewag

e co

llect

ion

syst

em. T

ypic

al w

ork

incl

udes

initi

al S

ON

AR

ass

essm

ent o

f the

san

itary

sew

ers

to

quan

tify

sedi

men

t and

deb

ris le

vels

, cle

anin

g 8,

400

feet

of 1

0” to

75”

san

itary

sew

ers

betw

een

Fal

ls R

d S

ipho

n to

the

Hig

h Le

vel I

nter

cept

or, w

ith p

rope

r di

spos

al o

f rem

oved

mat

eria

l, an

d po

st c

lean

ing

CC

TV

/SO

NA

R/L

aser

ass

essm

ent t

o do

cum

ent t

he in

tern

al c

ondi

tion

of th

e pi

pes.

5/20

/200

9 (A

)1/

1/20

12 (

P)

1/1/

2013

(P

)

Thi

s co

ntra

ct w

as a

war

ded

to V

ideo

Pip

e S

ervi

ces

(VP

S)

on O

ctob

er 2

1, 2

009.

The

C

lean

ing

of th

e Lo

wer

Jon

es F

alls

and

M

aryl

and

Ave

. Sip

hon

Cle

anin

g w

ere

com

bine

d in

to o

ne P

roje

ct (

SC

876

).

JF-5

Mar

ylan

d A

venu

e S

ewer

Sip

hon

Cle

anin

g

SC

876

- T

he w

ork

incl

udes

Mar

ylan

d A

venu

e S

ipho

n, a

nd s

ewer

s up

stre

am o

f the

Mar

ylan

d A

venu

e S

ipho

n (1

8 an

d 24

-inch

sew

er s

ipho

n).

Typ

ical

wor

k in

clud

es in

itial

SO

NA

R a

sses

smen

t of

the

sani

tary

sew

ers

to q

uant

ify s

edim

ent a

nd d

ebris

leve

ls, c

lean

ing

of M

aryl

and

Ave

nue

Sip

hon,

and

var

ious

sew

ers

upst

ream

of t

he M

aryl

and

Ave

nue

Sip

hon,

with

pro

per

disp

osal

of

rem

oved

mat

eria

l, an

d po

st c

lean

ing

CC

TV

/SO

NA

R/L

aser

ass

essm

ent t

o do

cum

ent t

he in

tern

al

cond

ition

of t

he p

ipes

.

5/20

/200

9 (A

)1/

1/20

13 (

P)

1/1/

2014

(P

)

Thi

s co

ntra

ct w

as a

war

ded

to V

ideo

Pip

e S

ervi

ces

(VP

S)

on O

ctob

er 2

1, 2

009.

The

C

lean

ing

of th

e Lo

wer

Jon

es F

alls

and

M

aryl

and

Ave

. Sip

hon

Cle

anin

g w

ere

com

bine

d in

to o

ne P

roje

ct (

SC

876

).

JF-7

Upp

er J

ones

Fal

ls In

terc

epto

r R

eact

ivat

ion

Rea

ctiv

atio

n of

an

inac

tive

42-in

ch d

iam

eter

inte

rcep

tor

sew

er a

long

Jon

es F

alls

from

Nor

ther

n P

arkw

ay (

MH

S19

CC

_204

5MH

) to

Col

d S

prin

g La

ne (

MH

S19

OO

_104

2MH

). P

rior

to

reac

tivat

ion

of th

e 42

-inch

sew

er, a

n in

tern

al in

spec

tion

of th

e se

wer

was

nec

essa

ry to

find

the

actu

al c

ondi

tion

of th

e lin

e. T

he C

ity u

tiliz

ed it

s te

chni

cal s

uppo

rt c

onsu

ltant

(K

CI)

to c

arry

out

the

insp

ectio

n pr

oces

s. T

he fi

eld

wor

k w

as s

tart

ed in

Sep

tem

ber

2009

and

thei

r fin

ding

s w

ere

com

plet

ed a

nd a

fina

l rep

ort w

as d

eliv

ered

on

June

30,

201

0.

07/1

5/20

09 (

A)

08/0

8/20

10 (

A)

N/A

Per

Con

sulta

nt's

(K

CI)

eva

luat

ion

of th

e

insp

ectio

n an

d cl

eani

ng w

ork,

the

line

is in

fa

irly

good

con

ditio

n an

d ca

n be

re-

activ

ated

w

ithou

t any

maj

or r

epai

r/re

habi

litat

ion

wor

k.

Thi

s pr

ojec

t is

com

plet

e an

d th

e C

ity w

ill

utili

ze th

is li

ne in

the

futu

re a

s de

emed

ne

cess

ary

a C

onst

ruct

ion

proj

ect w

ill n

ot b

e pu

rsue

d. A

ll F

utur

e w

ork

for

this

pip

e w

ill b

e tr

acke

d in

depe

nden

tly b

y th

e C

ity.

Con

ditio

nal A

ccep

tanc

e w

as o

n 11

/17/

10,

and

Fin

al A

ccep

tanc

e w

as o

n 09

/22/

11.

JF-8

SC

895

- M

D A

ve S

ewer

Reh

abS

C 8

95 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e M

aryl

and

Ave

sub

-se

wer

shed

of t

he J

ones

Fal

ls S

ewer

shed

.11

/04/

11 (

A)

05/2

0/13

(A

)11

/8/1

4 (P

)

Bid

s w

ere

open

ed o

n 12

/14/

11 a

nd A

M L

iner

w

as th

e lo

wes

t bid

der.

Con

trac

t was

aw

arde

d to

AM

Lin

er o

n 03

/21/

2012

. Pre

-co

nstr

cutio

n m

eetin

g w

as h

eld

on M

ay 1

7,

2012

. Con

stru

ctio

n be

gan

June

201

2.

Fou

rth

cons

truc

tion

prog

ress

mee

ting

was

he

ld o

n M

arch

20,

201

3. L

ast c

onst

ruct

ion

prog

ress

mee

ting

was

hel

d on

May

08,

201

3.

Con

stru

ctio

n co

mpl

eted

.

JF-9

SC

898

- S

tony

Run

Are

aR

epai

r an

d re

habi

litat

ion

of s

anita

ry s

ewer

and

man

hole

s in

the

Sto

ny R

un A

rea

of th

e Jo

nes

Fal

ls S

ewer

shed

.7/

27/2

012

(A)

2/28

/201

5 (P

)8/

28/2

016

(P)

The

pro

ject

was

adv

ertis

ed o

n 7/

27/2

012.

T

he lo

wes

t bid

der

is In

situ

form

Tec

hnol

ogie

s . L

ast c

onst

ruct

ion

prog

ress

mee

ting

was

he

ld o

n Ju

ne 0

6, 2

013.

Nex

t pro

gres

s m

eetin

g w

ill b

e he

ld o

n Ju

ly 1

1, 2

013.

JF-1

0S

C 8

99 -

Wes

tern

Run

Are

aR

epai

r an

d re

habi

litat

ion

of s

anita

ry s

ewer

and

man

hole

s in

the

Wes

tern

Run

Are

a of

the

Jone

s F

alls

Sew

ersh

ed.

7/27

/201

2 (A

)8/

22/2

014

(P)

2/22

/201

6 (P

)

The

pro

ject

was

adv

ertis

ed o

n 7/

27/2

012.

T

he lo

wes

t bid

der

is In

situ

form

Tec

hnol

ogie

s . L

ast c

onst

ruct

ion

prog

ress

mee

ting

was

he

ld o

n Ju

ne 0

6, 2

013.

Nex

t pro

gres

s m

eetin

g w

ill b

e he

ld o

n Ju

ly 1

1, 2

013.

JF-1

1S

C 9

00 -

Upp

er J

ones

Fal

ls a

nd M

aryl

and

Ave

nue

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e U

pper

Jon

es F

alls

and

M

aryl

and

Ave

nue

area

s of

the

Jone

s F

alls

Sew

ersh

ed.

7/27

/201

2 (A

)12

/19/

2014

(P

)6/

19/2

016

(P)

The

pro

ject

was

adv

ertis

ed o

n 7/

27/2

012.

T

he lo

wes

t bid

der

is In

situ

form

Tec

hnol

ogie

s . L

ast c

onst

ruct

ion

prog

ress

mee

ting

was

he

ld o

n Ju

ne 0

6, 2

013.

Nex

t pro

gres

s m

eetin

g w

ill b

e he

ld o

n Ju

ly 1

1, 2

013.

JON

ES

FA

LL

S S

EW

ER

SH

ED

A

ppen

dix

2-1

Not

e: S

hade

d da

te c

ells

indi

cate

com

plet

ion.

ST

AT

US

OF

PA

RA

GR

AP

H 9

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

Pro

j. N

o.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

C

ON

ST

RU

CT

ION

C

OM

PL

ET

ION

DA

TE

OF

E

VA

LU

AT

ION

C

OM

PL

ET

ION

ST

AT

US

JF-1

2S

C 8

97R

- G

reen

mou

nt, H

ampd

en a

nd B

olto

n H

illR

epai

r an

d re

habi

litat

ion

of s

anita

ry s

ewer

and

man

hole

s in

the

Gre

enm

ount

, Ham

pden

, and

B

olto

n H

ill a

reas

of t

he J

ones

Fal

ls S

ewer

shed

.3/

22/2

013

(A)

8/14

/201

5 (P

)2/

14/2

017

(P)

The

con

trac

t was

adv

ertis

ed o

n M

arch

22,

20

13. N

TP

was

issu

ed o

n Ju

ne 2

7, 2

013.

P

re-c

onst

rcut

ion

conf

eren

ce w

ill b

e he

ld o

n Ju

ly 1

0, 2

013.

OF

-6S

edim

ent C

lean

ing

Tru

nk S

ewer

s in

City

of

Bal

timor

e.S

C 8

94 -

Cle

anin

g of

Out

fall

Sew

ersh

ed 9

9-In

ch a

nd O

utfa

ll In

terc

epto

r (F

rom

N. B

ond

Str

eet t

o 63

00 B

lock

of E

. Lom

bard

Str

eet)

08/0

5/11

(A

)04

/28/

2014

(P

)

10

/28/

2015

(P

)

Thi

s co

ntra

ct w

as a

war

ded

to M

etra

In

dust

ries,

who

was

the

low

est b

idde

r, o

n Ju

ne 0

8, 2

011.

Not

ice-

to-P

roce

ed w

as

issu

ed o

n A

ugus

t 08,

201

1. C

lean

ing

of th

e ou

tfall

stop

ped

as o

f Jun

e 25

, 201

2. P

roje

ct

will

re-

star

t on

Apr

il 29

, 201

3. P

rogr

ess

mee

ting

#11

was

hel

d on

7/2

5/20

13.

HL-

8Li

bert

y H

eigh

ts R

elie

f Sew

er

SC

879

- D

esig

n an

d co

nstr

uctio

n 18

” R

elie

f Sew

er fr

om in

ters

ectio

n of

Spr

ingd

ale

Rd

and

N

Hilt

on S

t to

inte

rsec

tion

of W

abas

h A

ve a

nd L

iber

ty H

eigh

ts A

ve. (

S09

UU

_007

MH

to

S13

UU

_008

MH

). W

ork

incl

udes

exc

avat

ion

and

rem

oval

of e

xist

ing

12 in

ch s

ewer

line

, in

stal

latio

n of

240

0 LF

of n

ew 1

8-in

ch s

ewer

line

and

rel

ocat

ion

of 7

20 L

F o

f 20-

inch

wat

er li

ne.

Eva

luat

ion

phas

e w

ill in

clud

e co

ntin

ual m

onito

ring

of e

xist

ing

engi

neer

ed S

SO

s 13

2, 1

34 a

nd

135

to e

nsur

e no

ove

rflo

ws

durin

g a

two

year

eve

nt.

2/10

/201

2 (A

)12

/15/

2013

(P

)6/

15/2

015

(P)

The

con

trac

t was

adv

ertis

ed o

n F

ebru

ary

10,

2012

. Bid

s w

ere

due

by M

arch

21,

201

2, b

ut

date

was

ext

ende

d to

Apr

il 4,

201

2. T

he

cont

ract

was

aw

arde

d on

Sep

tem

ber

26,

2012

to M

onum

enta

l Pav

ing

and

Exc

avat

ing

Inc.

Firs

t con

stru

ctio

n pr

ogre

ss m

eetin

g w

as

held

on

Mar

ch 2

0, 2

013.

Las

t con

stru

ctio

n pr

ogre

ss m

eetin

g w

as h

eld

on J

une

12,

2013

. N

ext p

rogr

ess

mee

ting

is s

ched

uled

fo

r Ju

ly 1

7, 2

013.

HL-

9S

C90

7 -

Eas

t Bal

timor

e R

egio

nS

C 9

07 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e E

ast B

altim

ore

regi

on

of th

e H

igh

Leve

l Sew

ersh

ed.

3/22

/201

3 (A

)3/

22/2

015

(P)

9/22

/201

6 (P

)T

he c

ontr

act w

as a

dver

tised

on

Mar

ch 2

2,

2013

. The

low

est b

idde

r is

Inla

nd W

ater

s.

HL-

10S

C90

6 -

Wes

t Bal

timor

e R

egio

nS

C 9

06 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e W

est B

altim

ore

regi

on

of th

e H

igh

Leve

l Sew

ersh

ed.

5/10

/201

3 (A

)8/

7/20

15 (

P)

2/7/

2017

(P

)T

he c

ontr

act w

as a

dver

tised

on

May

10,

20

13. L

owes

t Bid

der

is S

AK

Con

strc

utio

n.

HL-

11S

C93

2 -

Impr

ovem

ents

to L

ower

Gw

ynns

Run

In

terc

epto

r –

Pha

se II

Fro

m F

rank

lin S

tree

t to

Bal

timor

e S

tree

t

SC

932

- Im

prov

emen

ts to

Low

er G

wyn

ns R

un In

terc

epto

r –

Pha

se II

Fro

m F

rank

lin S

tree

t to

Bal

timor

e S

tree

t - m

icro

tunn

elin

g pr

ojec

t7/

26/2

013

(A)

7/16

/201

5 (P

)1/

16/2

017

(P)

The

con

trac

t was

adv

ertis

ed o

n Ju

ly 2

6,

2013

. Low

est B

idde

r is

Bra

dsha

w

Con

strc

utio

n.

HL-

12S

C93

3 -

Hig

h Le

vel I

nter

cept

or C

lean

ing

SC

933

- c

lean

ing

of th

e H

igh

Leve

l Int

erce

ptor

7/26

/201

3 (A

)1/

22/2

015

(P)

7/22

/201

6 (P

)T

he c

ontr

act w

as a

dver

tised

on

July

26,

20

13. L

owes

t Bid

der

is V

ideo

Pip

e S

ervi

ces

Con

strc

utio

n.

HR

-1S

C91

1 -

Her

ring

Run

Sew

er Im

prov

emen

tS

C 9

11 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e H

errin

g R

un

Sew

ersh

ed.

8/16

/201

3 (A

)8/

16/2

015

(P)

2/16

/201

7 (P

)T

he c

ontr

act w

as a

dver

tised

on

Aug

ust 1

6,

2013

. Low

est B

idde

r is

AM

Lin

er E

ast.

HR

-2S

C90

8 -

Her

ring

Run

Sew

er Im

prov

emen

tS

C 9

08 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e H

errin

g R

un

Sew

ersh

ed.

9/6/

2013

(A

)8/

27/2

015

(P)

2/27

/201

7 (P

)T

he c

ontr

act w

as a

dver

tised

on

Sep

tem

ber

6, 2

013.

Low

est B

idde

r is

Anc

hor

Con

strc

utio

n.

LL-1

SC

922

- Lo

w L

evel

Inte

rcep

tor

Cle

anin

gS

C 9

22 -

cle

anin

g of

the

Low

Lev

el In

terc

epto

r8/

16/2

013

(A)

2/12

/201

5 (P

)8/

12/2

016

(P)

The

con

trac

t was

adv

ertis

ed o

n A

ugus

t 16,

20

13. L

owes

t Bid

der

is V

ideo

Pip

e S

ervi

ces

Con

strc

utio

n.

LL-2

SC

913

- W

este

rn R

egio

n of

Low

Lev

elS

C 9

13 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e W

este

rn R

egio

n of

the

Low

Lev

el S

ewer

shed

.9/

20/2

013

(A)

9/10

/201

5 (P

)3/

10/2

017

(P)

The

con

trac

t was

adv

ertis

ed o

n S

epte

mbe

r 20

, 201

3

Low

Lev

el S

ewer

shed

HIG

H L

EV

EL

SE

WE

RS

HE

D

OU

TF

ALL

SE

WE

RS

HE

D

Her

ring

Run

Sew

ersh

ed

A

ppen

dix

2-2

Not

e: S

hade

d da

te c

ells

indi

cate

com

plet

ion.

ST

AT

US

OF

PA

RA

GR

AP

H 9

CO

NS

TR

UC

TIO

N P

RO

JEC

TS

As

of

Sep

tem

ber

30,

201

3

Pro

j. N

o.

PR

OJE

CT

DE

SC

RIP

TIO

N A

ND

RE

MA

RK

S

DA

TE

C

ON

ST

RU

CT

ION

C

ON

TR

AC

T

AD

VE

RT

ISE

D

DA

TE

OF

C

ON

ST

RU

CT

ION

C

OM

PL

ET

ION

DA

TE

OF

E

VA

LU

AT

ION

C

OM

PL

ET

ION

ST

AT

US

LL-3

SC

912

- E

aste

rn R

egio

n H

igh

Leve

lS

C 9

12 -

Rep

air

and

reha

bilit

atio

n of

san

itary

sew

er a

nd m

anho

les

in th

e E

aste

rn R

egio

n of

the

Low

Lev

el S

ewer

shed

.9/

20/2

013

(A)

9/10

/201

5 (P

)3/

10/2

017

(P)

The

con

trac

t was

adv

ertis

ed o

n S

epte

mbe

r 20

, 201

3

wer

shed

Nam

e -

CD

Pro

ject

No.

A

ppen

dix

2-3

Not

e: S

hade

d da

te c

ells

indi

cate

com

plet

ion.


APPENDIX 3

LIST OF ILLEGAL CONNECTIONS

Oct

ober

-13

List

of

Ille

gal C

onne

ctio

nsP

erso

n/En

tity

Res

pons

ible

Sour

ce T

ype

Dat

e Id

enti

fied

Dye

Res

ult

Cur

rent

Sta

tus

Com

men

ts1.

5904

Berk

eley

Ave

.17

2B

2Pr

oper

ty O

wne

rD

owns

pout

6/20

/200

5N

ewly

Ide

ntifi

edCo

nfirm

ed N

ot I

llega

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6203

Biltm

ore

Ave.

311

A2

Prop

erty

Ow

ner

Dow

nspo

ut6/

20/2

005

New

ly I

dent

ified

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irmed

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gal

3.33

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arks

Ln.

212

B7

Pro p

erty

Ow

ner

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ut6/

20/2

005

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ly I

dent

ified

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irmed

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Ille

gal

4.33

12Cl

arks

Ln.

212

B6

Pro p

erty

Ow

ner

Dow

nspo

ut6/

20/2

005

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ly I

dent

ified

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irmed

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Ille

gal

5.36

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arks

Ln.

256

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erty

Ow

ner

Area

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in3/

21/2

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tive

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ly I

dent

ified

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irmed

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Ille

gal

6.22

38Cr

est

Rd.

14A

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oper

ty O

wne

rD

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/200

5N

ewly

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ntifi

edCo

nfirm

ed N

ot I

llega

l7.

2302

Cres

t Rd

.13

A5

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erty

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ner

Dow

nspo

ut6/

20/2

005

New

ly I

dent

ified

Conf

irmed

Not

Ille

gal

8.13

A6

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erty

Ow

ner

Dow

nspo

ut6/

20/2

005

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ly I

dent

ified

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irmed

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gal

9.56

16Cr

oss

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try

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.99

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erty

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ner

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20/2

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ly I

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ified

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irmed

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Ille

gal

10.

6309

Fairl

ane

Dr.

154

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Pro p

erty

Ow

ner

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ut6/

20/2

005

New

ly I

dent

ified

Conf

irmed

Not

Ille

gal

11.

154

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Pro p

erty

Ow

ner

Dow

nspo

ut C

onne

ctio

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20/2

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ly I

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irmed

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gal

12.

6908

Fiel

dcre

st R

d.27

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o per

ty O

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nect

ion

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edCo

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ed N

ot I

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yle

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onne

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20/2

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ly I

dent

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irmed

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gal

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reen

sprin

g Av

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oper

ty O

wne

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4034

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egal

It w

as c

onfir

med

as

an il

lega

l con

nect

ion

in J

anua

ry

2011

aft

er c

arry

ing

out

mor

e dy

e-te

stin

g. A

lett

er w

as

sent

to

the

prop

erty

ow

ner

on A

ugus

t 08

, 201

1. A

fo

llow

up

lett

er d

ated

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was

sen

t to

the

pr

oper

ty o

wne

r re

ques

ting

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in b

e di

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nect

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orre

ctiv

e ac

tion

has

been

tak

en. T

his

loca

tion

was

tes

ted

and

conf

irmed

tha

t th

e pr

oble

m

has

been

aba

ted.

15.

153

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erty

Ow

ner

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in3/

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005

Posi

tive

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ly I

dent

ified

Conf

irmed

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gal

16.

2212

Ken

Oak

Rd.

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erty

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ner

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ly I

dent

ified

Conf

irmed

Not

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gal

17.

100

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Prop

erty

Ow

ner

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ut6/

20/2

005

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ly I

dent

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irmed

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gal

18.

2416

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Oak

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erty

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ner

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ut6/

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New

ly I

dent

ified

Conf

irmed

Not

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gal

19.

5609

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Ave.

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wne

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ed N

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irmed

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4424

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ble

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l Roa

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ty M

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rain

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egal

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tter

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t to

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25,

201

1, f

or

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her

actio

n. A

viol

atio

n N

otic

e w

as is

sued

in J

uly

2011

. A m

eetin

g w

as h

eld

on J

uly

28, 2

011,

with

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arbl

e H

all A

part

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t m

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emen

t to

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cuss

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ogre

ss o

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loca

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illeg

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r th

e m

anag

emen

t of

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apa

rtm

ent

com

plex

, the

co

nnec

tion

was

re-

rout

ed in

Aug

ust

2011

. Fo

llow

up

test

ing

was

car

ried

out

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epte

mbe

r w

hich

indi

cate

d th

at t

he f

ix h

as n

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reve

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rm w

ater

get

ting

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san

itary

sew

ers.

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ther

coo

rdin

atio

n is

be

ing

done

to

perm

anen

tly r

esol

ve t

he is

sue.

A le

tter

da

ted

11/2

8/11

was

sen

t to

HCD

to

cont

inue

en

forc

emen

t. P

rope

rty

owne

r is

not

res

pons

ive.

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w

ill c

oord

inat

e w

ith H

CD f

or e

nfor

cem

ent.

Thi

s vi

olat

ion

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cor

rect

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Cit

y re

pres

enta

tive

vis

ited

the

sit

e an

d co

nduc

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al in

spec

tion

and

dye

tes

t on

Mar

ch 1

1,

2013

to

conf

irm

. Thi

s lo

cati

on is

clo

sed.

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tee

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lega

l con

nect

ion

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ay

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aft

er c

arry

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out

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e dy

e-te

stin

g. A

lett

er

was

sen

t to

the

pro

pert

y ow

ner

on A

ugus

t 08

, 201

1.

A fo

llow

up

lett

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ated

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1 w

as s

ent

to t

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prop

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ow

ner

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estin

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at t

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rary

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l be

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31.

315

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ner

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gal

32.

7126

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ed N

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.61

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ed N

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ified

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gal

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1702

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h Rd

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l40

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gal

41.

2607

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ed N

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llega

l42

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ut6/

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ified

Conf

irmed

Not

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gal

43.

2700

Tane

y Rd

.18

3B

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ty O

wne

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6/20

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ewly

Ide

ntifi

edCo

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ed N

ot I

llega

l44

.28

08Ta

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ner

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irmed

Not

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gal

45.

182

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Pro p

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ner

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New

ly I

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ified

Conf

irmed

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gal

46.

2810

W. S

trat

hmor

e Av

e.18

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oper

ty O

wne

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owns

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6/20

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ntifi

edCo

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ed N

ot I

llega

l47

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esho

lm R

d.Pr

o per

ty O

wne

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5/9/

2005

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tive

New

ly I

dent

ified

Conf

irmed

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Ille

gal

48.

6708

Park

Hei

ghts

Ave

.Pr

oper

ty O

wne

rD

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pout

5/9/

2005

Posi

tive

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ly I

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ified

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irmed

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Ille

gal

49.

4214

Gro

vela

nd A

ve.

Pro p

erty

Ow

ner

Dow

nspo

ut5/

9/20

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sitiv

eN

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ntifi

edCo

nfirm

ed N

ot I

llega

l50

.44

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rove

land

Ave

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o per

ty O

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2005

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tive

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ly I

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ified

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irmed

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Ille

gal

51.

2705

Que

en A

nne

Ave.

Prop

erty

Ow

ner

Dow

nspo

ut5/

9/20

05Po

sitiv

eN

ewly

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ntifi

edCo

nfirm

ed N

ot I

llega

l

52.

5614

.Se

war

d Av

e Pr

oper

ty O

wne

r Sw

imm

ing

Pool

4076

4. P

ositi

veIll

egal

A le

tter

dat

ed 1

2/9/

11 w

as s

ent

to t

he p

rope

rty

owne

r re

ques

ting

that

the

dra

in b

e di

scon

nect

ed f

rom

the

sa

nita

ry li

ne. T

he il

lega

l con

nect

ion

was

rem

oved

by

the

owne

r.

Test

ID

Full

Add

ress

Cit

y of

Bal

tim

ore

Sani

tary

Sew

er O

verf

low

Con

sent

Dec

ree

Civi

l Act

ion

No.

JFM

-02-

1524

App

endi

x 3-

1


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 September 30, 2013

Civil Action No. JFM-02-1524 Appendix 5-1 Activity at SSO Structures Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013

SSO No. 67

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

06/7/2013 Flow Meter in Place 1.87




SSO No. 72






SSO No. 132









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

7/1/2013Evidence of

OverflowPipe Break, Roots 0.14 N/A 110 W University Pkwy 21218

7/1/2013 60Rags, Grease, Heavy

Rain0.14 Inner Harbor 1750 E Madison St 21205

7/1/2013Evidence of

OverflowRags, Grease 0.14 N/A 22 Horseradish Ln 21202

7/2/2013Evidence of

OverflowRags 0.02 N/A 1242 N Broadway 21213

7/4/2013Evidence of

OverflowOther: Hardspot 0.00 Gwynns Falls 1006 Mosher St 21217

7/4/2013Evidence of

OverflowRags, Grease 0.00 Jones Falls 1312 W 40th St 21211

7/5/2013 67.5 Rags, Grease 0.00 N/A 2559 W Fairmount Ave 21223

7/5/2013Evidence of

OverflowGrease 0.00 N/A 4022 Pulaski Hwy 21224

7/5/2013 2670 Pipe Break 0.00 Herring Run 5013 Greenhill Ave 21206

7/6/2013 182 Rags, Roots 0.00 Patapsco 4022 Pulaski Hwy 21224

7/8/2013 3303 Rags, Roots 0.01 Jones Falls 119 Overhill Rd 21210

7/8/2013 1410 Rags 0.01 Jones Falls 2537 Brookfield Ave 21217

7/9/2013 2265 Grease 0.00 Herring Run 3101 Pulaski Hwy 21224

7/10/2013Evidence of

OverflowRags 0.02 N/A 2535 Brookfield Ave 21217

7/10/2013 8220Heavy Rain Other

Interceptor holding the water back

0.02 Herring Run Federal St and Orville Rd 21205


OverflowRags 0.29 N/A 2315 Belair Rd 21213


OverflowRags, Other Toilet

Paper0.00 N/A 4705 Kernwood Ave 21212

7/14/2013 60 Pipe Break, Vandalism 0.00 Herring Run 5209 Eugene Ave 21206


OverflowN/A 0.00 N/A 219 E North Ave 21202

7/17/2013 172 Grease 0.00 Herring Run 3320 Sinclair Ln 21213


OverflowOther Cleanout Cap 0.00 Baltimore Harbor 414 S Lehigh St 21224


OverflowN/A 0.00 N/A 4222 Falls St 21211

7/18/2013 1695Rags, Pipe Break,

Roots, Grease0.07 Gwynns Falls Powder Mill Ln & Wayne Ave 21207

7/19/2013 582 Rags, Grease 0.15 Jones Falls 1006 Billie Holiday Ct 21205


OverflowTrash 0.24 N/A 35 N Ellwood Ave 21224

7/23/2013 76 Roots 0.12 Herring Run 324 E Belvedere Ave 21212

7/24/2013 30 Rags, Trash 0.00 N/A 1805 N Chapel St 21213

7/24/2013 30 Rags, Grease 0.00 N/A 2325 Hollins St 21223


OverflowOther: Debris 0.00 N/A 30 Merrymount Rd 21210

7/24/2013 60 Rags, Grease 0.00 N/A 3800 E Baltimore St 21205

7/27/2013 340Pipe Break, Sand,

Gravel, Rocks0.16 Baltimore Harbor 2223 Gable Ave 21230

7/27/2013 60 Rags, Grease 0.16 N/A 28 E Ostend St 21230

7/29/2013 78 Rags, Grease 0.01 Jones Falls 401 E Madison St 21202

7/30/2013 84 Rags 0.00 Herring Run 1700 Coldspring Ln 21218


OverflowRags 0.00 N/A 219 E North Ave 21202

7/31/2013 240 Rags, Grease 0.00 N/A 2724 Bookert Dr 21225

7/31/2013 720 Roots, Vandalism 0.00 N/A 4000 Linkwood Rd 21210

7/31/2013 1440 Rags, Grease 0.00 N/A 4714 Greenspring Ave 21209

City of BaltimoreUn-Permitted Sanitary Sewer Overflows


Civil Action No. JFM-02-1524 Overflow Occurrences Calendar Quarterly Report No. 44 For Calendar Quarter Ending September 30, 2013 Appendix 5 - 5

Date Estimated




8/1/2013Evidence of

OverflowLeak 0.49 N/A 2713 W North Ave 21216

8/2/2013Evidence of

OverflowRoots 0.00 N/A 251 S Morley St 21229

8/4/2013Evidence of

OverflowRags, Grease 0.00 N/A 4000 Harford Rd 21218

8/5/2013Evidence of

OverflowRags 0.00 N/A 3208 Taney Rd 21215

8/5/2013Evidence of

OverflowRags, Grease 0.00 N/A 1618 N Regester St 21213

8/6/2013Evidence of

OverflowRoots 0.15 N/A 3800 E Baltimore St 21224

8/7/2013 39 Rags, Grease 0.11 N/A 2836 Maryland Ave 21218

8/8/2013Evidence of

OverflowGrease 0.90 N/A 811 N Calhoun St 21217

8/9/2013 316 Rags, Grease 0.40 Harbor700 N Martin Luther King

Blvd21201

8/9/2013Evidence of

OverflowN/A 0.40 N/A 5028 Queensberry Ave 21215

8/10/2013 104 Grease, Trash 0.00 N/A 3201 Abell Ave 21218

8/10/2013 3325 Rags, Grease, Trash 0.00 Patapsco 3447 Spelman Rd 21225


OverflowN/A 0.00 N/A 22 Merrymount Rd 21210

8/12/2013 225 N/A 0.00 Herring Run 4600 Pulaski Hwy 21224

8/13/2013 875 Rags, Grease 0.11 Herring Run 3800 E Baltimore St 21224


OverflowN/A 0.11 N/A 4002 Kathland Ave 21207


OverflowRags, Grease 0.00 N/A 430 Ilchester Ave 21218

8/15/2013 30 Rags 0.00 N/A 1827 Covington St 21230


OverflowRags, Grease 0.00 N/A 6309 Leith Walk 21239


OverflowN/A 0.00 N/A

Greenspring Ave & Dupont Ave

21209

8/16/2013 712 Rags 0.00 Jones Falls Maryland Ave & W 29th St 21218

8/17/2013 226 Broken Clean Out Tap 0.00 Jones Falls 1128 N Gilmor St 21217


OverflowShifted Pipe 0.01 N/A 1701 Sulgrave Ave 21209

8/19/2013 494 Rags 0.00 Low Level 219 N Calhoun St 21223


OverflowRags, Roots 0.00 N/A 4790 Melbourne Rd 21229

8/19/2013 600 N/A 0.00 N/A 6400 O'Donnell St 21224

8/19/2013 16 Rags, Grease 0.00 OutfallDupont Ave & Greenspring

Ave21209

8/19/2013 3084 Rags, Roots 0.00 Gwynns Falls 4443 Clifton Rd 21216


OverflowRags 0.00 N/A 4224 Falls Rd 21211


OverflowN/A 0.00 N/A 509 S Hanover St 21201

8/20/2013 810 Rags, Grease 0.00 Jones FallsCylburn Ave & Greenspring

Ave21215


OverflowN/A 0.00 N/A 115 S Wolfe St 21231


OverflowPipe Break 0.00 N/A 404 Lyman Ave 21212


OverflowGrease 0.00 N/A 1225 N Broadway 21213


OverflowRags, Grease 0.01 N/A 534 E Clement St 21230


OverflowN/A 0.01 N/A 811 N Calhoun St 21217

8/23/2013 90 N/A 0.01 N/A 3541 Liberty Heights Ave 21215


OverflowRags, Roots 0.01 N/A 2200 Arden Rd 21209

8/25/2013 360 Rags 0 Inner Harbor 1 N Decker St 21224

8/25/2013 115 Rags, Grease, Trash 0.00 Jones Falls 2300 Cylburn Ave 21209

8/27/2013 156 Rags 0.01 Jones Falls 4 Hillside Rd 21210


Date Estimated




8/27/2013 140 Rags 0.01 N/A 431 Notre Dame Ln 21212


OverflowRags, Roots 0.01 N/A 1229 N Bentalou St 21216


OverflowN/A 0.01 N/A 1615 Ashburton St 21216


OverflowRags 0.00 N/A 2609 Huntingdon Ave 21211


OverflowRags 0.00 N/A 1327 S Hanover St 21230


OverflowRoots 0.00 N/A 1645 Northwick Ct 21218


Date Estimated




9/1/2013 72 Trash, Grease N/A Jones Falls 3800 Greenmount Ave 21268

9/2/2013Evidence of

OverflowRags N/A N/A 6012 Wallis Ave 21215

9/4/2013Evidence of

OverflowRags N/A N/A 2725 Hampden Ave 21211

9/6/2013 60 Rags Grease N/A N/A 15 W North Ave 21201

9/6/2013 180Rags Grease Other

DebrisN/A High Level S Warwick Ave & Hollins St 21223

9/7/2013 350 Roots N/A Gwynns Falls 577 Wyndholme Way 21229

9/8/2013Evidence of

OverflowN/A N/A N/A 15 W North Ave 21201


Grease Other DebrisN/A Jones Falls 2100 Pulaski St 21217


OverflowRoots N/A N/A 2730 W Lafayette Ave 21216

9/10/2013 25 N/A N/A N/A 2549 Aisquith St 21218


OverflowRags N/A N/A 1911 Walbrook Ave 21217

9/11/2013 810 Rags, Grease N/A Jones Falls 4915 Greenspring Ave 21209

9/13/2013 120 Rags, Grease N/A Inner Harbor 523 Linwood Ave 21205

9/13/2013 540 Rags, Grease N/A N/AEdgevale Rd & Deepdene

Rd21210


OverflowN/A N/A N/A 813 N Milton Ave 21205


OverflowRags, Grease N/A N/A 3813 Stokes Dr 21229


OverflowOther, Unknown Object N/A Jones Falls 3101 Tilden Dr 21211

9/16/2013 2382 Rags N/A Gwynns Falls 3400 Pinkney Rd 21215

9/17/2013 158 Rags N/A N/A 5715 Park Heights Ave 21215


GreaseN/A Gwynns Falls

Cylburn Ave & Greenspring Ave

21215


OverflowRoots, Grease N/A N/A 3300 The Alameda 21218

9/18/2013 60 Rags, Roots, Grease N/A Gwynns Falls 340 S Augusta Ave 21229

9/18/2013 60 Rags, Grease N/A Gwynns Falls 709 Linnard St 21229


OverflowRoots N/A N/A 2700 Rittenhouse Ave 21230


OverflowN/A N/A N/A 250 N Fulton Ave 21223

9/21/2013 2900Rags, Grease, Other

DebrisN/A Patapsco Bethune Rd & Spelman Rd 21225


OverflowN/A N/A N/A 107 W 29th St 21218


OverflowRags N/A N/A 3130 Guilford Ave 21218


OverflowRags N/A N/A 320 E 33rd St 21218


OverflowN/A N/A N/A 2604 Goodwood Rd 21214


OverflowPipe Break N/A N/A 4224 Falls Rd 21211


OverflowRags N/A N/A 501 Hawthorn Rd 21210

9/23/2013 60 N/A N/A N/A 813 N Milton Ave 21205


OverflowN/A N/A N/A 1621 N Warwick Ave 21216

9/23/2013 180 N/A N/A N/A 2012 Ramsay St 21223

9/23/2013 60 N/A N/A N/ADupont Ave & Greenspring

Ave21209


OverflowRoots N/A N/A 458 Roundview Rd 21225


OverflowRags N/A N/A 1128 N Gilmor St 21217


Date Estimated





OverflowN/A N/A N/A 3208 Piedmont Ave 21216

9/25/2013 21,550 Pipe Break N/A N/A 4200 Franklintown Rd 21229


OverflowN/A N/A N/A 2121 Kentucky Ave 21218

9/26/2013 90 Rags, Roots N/A Herring Run 5656 The Alameda 21212


OverflowRags, Grease, Other:

Paper WipesN/A Jones Falls 3900 Linkwood Rd 21210


OverflowRoots N/A N/A 2606 Evergreen Ave 21214

9/30/2013 180 Rags, Grease N/A Patapsco 2001 W Patapsco Ave 21230

9/30/2013 90 Rags, Grease N/A Jones Falls 2836 Maryland Ave 21218

9/30/2013 472 Rags, Grease N/A N/A 3111 Frisby St 21218

9/30/2013 110 Roots N/A N/A 5900 The Alameda 21239

9/30/2013 420 Rags N/A N/ADupont Ave & Greenspring

Ave21209

1. Unknown Quantity - When DPW visited the site, the problem had already subsided, but the source of discharge was evident.

Notes:

3. N/A- Not Available (March Rain Gauge data not available at time of this report.)2. Traces of sewage were evident but SSO had subsided prior to arrival at the site.


Ser

ial N

o.

Dat

e o

f O

ccu

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ceL

oca

tio

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ip C

od

eS

trea

m A

ffec

ted

Dat

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eso

luti

on

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ee

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te 6

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ow

)D

ura

tio

n

(Day

s)M

easu

res

Tak

en t

o Id

enti

fy S

ou

rce

or

Res

olv

e F

utu

re/P

lan

ned

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rk

111

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2007

Man

naso

ta &

Sha

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2121

3H

errin

g R

unN

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esol

ved

On-

goin

g5,

867,

837

T

City

had

on-

call

cont

ract

or c

ap th

e un

derd

rain

to

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lve

the

SD

UO

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the

sew

age

was

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raul

ical

ly

forc

ed in

to th

e st

orm

dra

in p

ipe.

Cap

was

rem

oved

. In

vest

igat

ion

ongo

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Fie

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ork

was

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form

ed to

ex

pose

und

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ain

at tw

o lo

catio

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Fur

ther

inve

stig

atio

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ith d

ye te

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d am

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ia

test

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007

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hind

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part

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uild

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am

mon

ia te

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spec

tions

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r to

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ning

. CIP

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ut

test

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cate

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ion.

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r fu

rthe

r te

stin

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tiona

l CIP

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inin

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as r

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ded/

inst

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men

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ing

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abili

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on

. F

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ard

ed t

o U

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n 1

0/11

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149/

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007

JHU

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pus

2121

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nes

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ot R

esol

ved

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goin

g2,

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T

City

lette

r se

nt to

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n 3/

30/1

1 re

quiri

ng th

at r

epai

rs

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ade.

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eted

sig

nific

ant r

epai

r ef

fort

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estin

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the

City

det

erm

ined

that

the

repa

irs to

dat

e ha

ve b

een

unsu

cces

sful

.

City

is c

lose

ly tr

acki

ng p

rogr

ess

in r

esol

ving

this

is

sue.

The

City

will

info

rm J

HU

that

the

rece

nt

repa

irs w

ere

not s

ucce

ssfu

l and

ref

er to

HC

D.

207/

5/20

06W

. 24t

h &

Mor

ton

St.

2121

8Jo

nes

Fal

lsN

ot R

esol

ved

On-

goin

g2,

586,

240

A

It w

as c

onfir

med

that

the

priv

ate

prop

ertie

s co

ntrib

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g to

the

prob

lem

wer

e 24

17 a

nd 2

433

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ylan

d. A

ve .

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viol

atio

n no

tice

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issu

ed b

y H

CD

/HA

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and

on

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CD

rep

orte

d th

at 2

417

and

2433

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ylan

d A

ve. h

ave

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cor

rect

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ate

plum

ber.

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ting

of

243

3 co

nfirm

ed th

at th

ey h

ad r

esol

ved

thei

r pr

oble

m.

Loca

ted

addi

tiona

l Lea

king

priv

ate

conn

ectio

n.

Th

e fi

x h

as b

een

per

form

ed b

y th

e o

n-c

all

con

trac

tor.

A c

on

firm

ing

tes

t is

pen

din

g.

325/

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009

4016

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8 R

oger

s A

ve. -

Rog

ers

Pos

t Apa

rtm

ents

21

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ved

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goin

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Ser

ies

of d

ye a

nd a

mm

onia

test

ing

perf

orm

ed a

nd

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TV

insp

ectio

ns. P

robl

em id

entif

ied

to b

e a

priv

ate

prop

erty

issu

e. C

oord

inat

ed w

ith B

altim

ore

City

Hou

sing

D

epar

tmen

t to

addr

ess

this

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e. O

wne

r hi

red

a pl

umbe

r to

cle

an th

e lin

es.

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firm

ator

y te

stin

g by

the

City

in M

arch

indi

cate

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e is

sues

has

not

bee

n re

solv

ed.

Fur

ther

test

ing

conf

irmed

con

tinue

d pr

oble

m.

City

sch

edul

ing

site

test

ing

with

pro

pert

y ow

ner.

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ss C

ount

ry B

lvd

& C

rest

Rd.

21

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alls

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Res

olve

dO

n-go

ing

2,23

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firm

ator

y te

stin

g ha

s sh

own

that

this

SD

UO

is n

ot

reso

lved

. Fin

al s

ectio

n of

pip

e re

paire

d. F

low

and

co

ncen

trat

ion

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ced

sign

ifica

ntly

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not

elim

inat

ed.

Rec

om

men

ded

fo

r lin

ing

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abili

tati

on

. fo

rwar

ded

to

UA

MD

on

7/3

0/13

347/

17/2

009

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l Mal

l Rd

& O

sweg

o A

ve21

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alls

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olve

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n-go

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it co

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een

iden

tifie

d. N

otifi

ed H

CD

/HA

BC

of a

vio

latio

n, a

nd n

otic

e w

as is

sued

01/

10/1

1.T

he

fix

is u

nd

erw

ay

3811

/6/2

009

3302

Est

her

Pla

ce

(in

side

54"

stor

m d

rain

)21

212

Inne

r H

arbo

rN

ot R

esol

ved

On-

goin

g82

0,22

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For

nor

th s

ide,

lette

r to

be

sent

to H

CD

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BC

. H

CD

is

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a v

iola

tion

notic

e on

01/

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1. F

or s

outh

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e,

pipe

has

bee

n pl

ugge

d. S

WM

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heck

ed o

n th

e pl

ug o

n 12

/15/

10, a

nd it

con

tinue

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hol

d.

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low

up

with

HC

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che

ck w

hen

this

con

nect

ion

will

be

re-r

oute

d by

the

owne

r. O

nce

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plet

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For

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g S

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, 201

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Ser

ial N

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Dat

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od

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trea

m A

ffec

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Dat

e o

f R

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(S

ee

No

te 6

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ow

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ura

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(Day

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easu

res

Tak

en t

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enti

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ount

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ft

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sect

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in a

n un

char

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21

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ed a

s S

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ite b

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mon

ia fi

eld

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and

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eted

on

May

26,

201

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Th

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x h

as b

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per

form

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co

nfi

rmin

g t

est

is

pen

din

g.

426/

3/20

10C

ross

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ntry

& K

ey A

ve (

Sto

rm D

rain

MH

with

se

wag

e in

bot

tom

) 21

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Wes

tern

run

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ot R

esol

ved

On-

goin

g17

4,96

0T

Ver

ified

as

SD

UO

site

by

amm

onia

fiel

d te

st a

nd d

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test

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plet

ed o

n Ju

ne 3

, 201

0. D

ye te

stin

g an

d C

CT

V

insp

ectio

n re

veal

ed C

IPP

Lin

ing

is r

ecom

men

ded.

UE

S is

add

ress

ing

this

site

as

part

of t

he o

vera

ll C

onse

nt D

ecre

e C

IP.

Thi

s se

ctio

n of

sew

er w

ill b

e C

IPP

line

d as

rec

omm

ende

d in

the

Jone

s F

alls

S

ewer

shed

Pla

n

488/

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1034

12 -

341

8 G

lenm

ore

Ave

2121

4M

oore

s R

un to

Her

ring

Run

Not

Res

olve

dO

n-go

ing

581,

112

T

On

6/30

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1, th

e on

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trac

tor

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aced

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tary

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se c

onne

ctio

ns o

n G

lenm

ore

Ave

nue.

On

9/20

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1, te

st r

esul

ts r

ecei

ved

from

SW

MD

indi

cate

th

at th

e T

heod

ore

Ave

dra

in is

a ta

rget

. On-

call

cont

ract

or in

stal

led

a ne

w M

H o

n th

e un

char

ted

pipe

en

terin

g th

e T

heod

ore

Ave

. C

CT

V p

erfo

rmed

in A

pril

2012

. A

dditi

onal

ille

gal h

ouse

con

nect

ion

iden

tifie

d an

d re

paire

d, b

ut p

robl

em n

ot a

bate

d. D

ye t

esti

ng

p

erfo

rmed

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ne

2013

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stig

atio

n o

ng

oin

g;

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itio

nal

ho

use

s al

on

g

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nm

ore

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. to

be

dye

tes

ted

519/

9/20

10B

arre

St.

near

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rret

t21

203

Inne

r H

arbo

rN

ot R

esol

ved

On-

goin

g28

,895

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vest

igat

ion

ongo

ing.

UE

S in

the

proc

ess

of n

otify

ing

HC

D to

pro

cess

a V

iola

tion

Not

ice.

DH

CD

rec

eive

d ju

dg

men

t an

d t

he

ow

ner

is

wo

rkin

g t

o f

ix t

he

pro

ble

m.

5211

/17/

2010

39th

& U

nive

rsity

Pkw

y21

218

Jone

s F

alls

N

ot R

esol

ved

On-

goin

g68

3,37

5T

Line

CC

TV

ed in

Nov

. 201

1, b

ut d

ebris

and

roo

ts b

lock

pi

pe.

Coo

rdin

ated

with

con

trac

tor

to in

stal

l new

MH

to

faci

litat

e fu

rthe

r C

CT

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ition

al c

lean

ing

perf

orm

ed.

Rec

omm

ende

d fo

r lin

ing.

Th

e fi

x h

as b

een

per

form

ed. A

co

nfi

rmin

g t

est

is

pen

din

g.

558/

10/2

011

Man

nas

ota

& P

arks

ide

2120

6H

erri

ng

Ru

nN

ot

Res

olv

edR

eso

lved

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33T

Sew

age

is in

filt

rati

ng

th

e st

orm

en

teri

ng

sto

rm d

rain

at

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bu

rn A

ve. O

n 7

/26/

2011

, on

-cal

l co

nsu

ltan

t re

com

men

ded

th

e se

wer

lin

e b

e C

IPP

lin

ed. S

ite

lined

, bu

t fo

llow

-up

tes

tin

g d

ocu

men

ted

am

mo

nia

.

Un

der

ren

ewed

inve

stig

atio

n.

568/

23/2

011

Clif

ton

Roa

d be

twee

n F

airf

ax a

nd W

estc

hest

er

Roa

ds21

216

Gw

ynns

Fal

lsN

ot R

esol

ved

On-

goin

g73

1,27

5T

Dur

ing

field

inve

stig

atio

n of

a 2

4" d

rain

, an

unid

entif

ied

pipe

(18

" dr

ain)

was

foun

d to

be

carr

ying

flow

. A n

ew

man

hole

was

con

stru

cted

on

9/28

/201

1 to

pro

vide

ac

cess

to th

e 18

" dr

ain.

The

on-

call

cont

ract

or

atte

mpt

ed to

cle

an a

nd C

CT

V fr

om th

e m

anho

le to

the

18"

drai

n bu

t dis

cove

red

that

the

pipe

was

full

of d

ebris

, ro

ots

and

brok

en.

New

MH

inst

alle

d. F

urth

er te

levi

sing

le

d to

ano

ther

ben

d. E

asem

ent i

ssue

s to

be

cons

ider

ed.

Ad

dit

ion

al d

ye t

esti

ng

to

be

sch

edu

led

, d

epen

din

g o

n f

urt

her

tes

tin

g o

f th

e fl

ow

, fo

r am

mo

nia

an

d b

acte

ria.

Sm

oke

tes

tin

g t

o b

e co

nsi

der

ed.

578/

31/2

011

Sea

bury

& H

illvi

ew21

225

Pat

apsc

oN

ot R

esol

ved

On-

goin

g39

2,84

8T

CIP

P L

inin

g re

com

men

ded

and

exec

uted

. Dye

dep

loye

d in

the

mai

n ch

anne

l abo

ut 1

foot

bel

ow s

anita

ry

man

hole

at S

eabu

ry R

d. a

nd H

illvi

ew w

as n

egat

ive.

Dye

he

ld in

the

sani

tary

man

hole

chan

nel w

as p

ositi

ve.

The

man

hole

in q

uest

ion

need

s to

be

reha

bbed

. F

orw

ard

ed t

o U

AM

D o

n 1

7/30

/13

Civ

il A

ctio

n N

o. J

FM

-02-

1524

SD

UO

Ove

rflo

w O

ccur

renc

es

Cal

enda

r Q

uart

erly

Rep

ort N

o. 4

4

For

Cal

enda

r Q

uart

er E

ndin

g S

epte

mbe

r 30

, 201

3A

ppen

dix

5-11

Ser

ial N

o.

Dat

e o

f O

ccu

rren

ceL

oca

tio

nZ

ip C

od

eS

trea

m A

ffec

ted

Dat

e o

f R

eso

luti

on

(S

ee

No

te 6

Bel

ow

)D

ura

tio

n

(Day

s)M

easu

res

Tak

en t

o Id

enti

fy S

ou

rce

or

Res

olv

e F

utu

re/P

lan

ned

Wo

rk

Up

dat

ed t

hro

ug

h S

epte

mb

er 3

0, 2

013

Est

. Qu

anti

ty o

f D

isch

arg

e in

Gal

lon

s (8

)

5911

/22/

2011

Fai

rmou

nt a

nd B

radf

ord

2122

4In

ner

Har

bor

Not

Res

olve

dO

n-go

ing

61,3

85A

Per

form

ed d

ye te

st, e

xcav

ated

dra

in a

nd p

erfo

rmed

C

CT

V.

New

man

hole

bui

lt.C

on

tin

ue

to m

on

ito

r

621/

27/2

012

JHU

- R

emse

n H

all

2121

8Jo

hns

Fal

lsN

ot R

esol

ved

On-

goin

g21

5,30

7A

Met

with

rep

rese

ntat

ives

of J

ohns

Hop

kins

Uni

vers

ity to

di

scus

s is

sue.

JH

U c

ompl

eted

sig

nific

ant r

epai

r ef

fort

. S

ubse

quen

t ret

estin

g by

the

City

det

erm

ined

that

the

repa

irs to

dat

e ha

ve b

een

unsu

cces

sful

.

JHU

is p

roce

edin

g w

ith r

epai

rs w

ith r

epai

rs. T

he C

ity

will

info

rm J

HU

that

the

rece

nt r

epai

rs w

ere

not

succ

essf

ul a

nd r

efer

to H

CD

.

6312

/2/2

011

Pin

kney

& W

inne

r21

215

John

s F

alls

Not

Res

olve

dO

n-go

ing

104,

359

TC

IPP

Lin

ing

reco

mm

ende

d.

Ret

est u

pon

com

plet

ion

of li

ning

. W

ork

to

be

per

form

ed u

nd

er C

D p

roje

ct.

6610

/11/

2012

McM

eche

n &

Jor

dan

2121

7Jo

nes

Fal

lsN

ot R

esol

ved

On-

goin

g2,

497,

824

TD

ye te

st p

rogr

am a

nd C

CT

V p

erfo

rmed

.N

ew M

H r

ecen

tly

inst

alle

d;

mo

re d

ye t

esti

ng

an

d

CC

TV

pla

nn

ed.

679/

26/2

012

McM

eche

n &

Bre

vard

2121

7Jo

nes

Fal

lsN

ot R

esol

ved

On-

goin

g37

,095

TD

ye te

stin

g p

erfo

rmed

.U

nder

Inve

stig

atio

n

6810

/11/

2012

Mas

on &

McM

eche

n21

217

Jone

s F

alls

Not

Res

olve

dO

n-go

ing

12,7

44T

Dye

test

pro

gram

and

CC

TV

per

form

ed.

New

MH

rec

entl

y in

stal

led

; m

ore

dye

tes

tin

g a

nd

C

CT

V p

lan

ned

6912

/4/2

012

Fai

t & G

rund

y21

224

Inne

r H

arbo

rN

ot R

esol

ved

On-

goin

g17

,280

TH

eavy

cle

anin

g a

nd

CC

TV

per

form

ed.

MH

rec

entl

y in

stal

led

; m

ore

dye

tes

tin

g a

nd

C

CT

V p

lan

ned

.

7012

/5/2

012

Hav

en &

Ban

k21

224

Inne

r H

arbo

rN

ot R

esol

ved

On-

goin

g19

,764

TD

ye t

esti

ng

an

d m

ann

ed in

spec

tio

n c

on

firm

ed

pri

vate

co

nn

ecti

on

s. P

rop

erty

ow

ner

no

tifi

ed.

Fo

llow

up

wit

h p

rop

erty

ow

ner

to

co

nfi

rm r

epai

r.

711/

29/2

013

Arm

iste

ad C

reek

2120

5H

errin

g R

unN

ot R

esol

ved

On-

goin

g87

,840

AV

isu

al in

spec

tio

n a

nd

dye

tes

t p

erfo

rmed

.U

nder

Inve

stig

atio

n

722/

13/2

013

Fai

rway

Rid

ge A

pts.

21

207

Gw

ynns

Fal

lsN

ot R

esol

ved

On-

goin

g16

,924

AD

ye t

esti

ng

co

nfi

rmed

pri

vate

co

nn

ecti

on

s.

Pro

per

ty o

wn

er n

oti

fied

.F

ollo

w u

p w

ith

pro

per

ty o

wn

er t

o c

on

firm

rep

air.

733/

1/20

1323

0 N

. Fra

nklin

tow

n R

d.21

223

Gw

ynns

Fal

lsN

ot R

esol

ved

On-

goin

g89

,701

AD

ye t

esti

ng

per

form

ed.

Fo

llow

-up

dye

tes

tin

g s

ched

ule

d.

743/

12/2

013

3801

Pul

aski

Hw

y -

Heb

rew

Frie

ndsh

ip C

emet

ery

2122

4In

ner

Har

bor

Not

Res

olve

dO

n-go

ing

153,

278

AD

ye t

esti

ng

an

d in

spec

tio

n p

erfo

rmed

.R

eco

mm

end

ed f

or

linin

g/r

ehab

ilita

tio

n.

Rec

om

men

dat

ion

was

fo

rwar

ded

to

UA

MD

fo

r im

ple

men

tati

on

on

6/2

6/13

754/

3/20

13P

ula

ski H

wy.

& D

ean

St.

21

224

Inn

er H

arb

or

No

t re

solv

edO

n-g

oin

g7,

078

AD

ye t

esti

ng

an

d in

spec

tio

n p

erfo

rmed

.R

eco

mm

end

ed f

or

linin

g/r

ehab

ilita

tio

n.

Rec

om

men

dat

ion

was

fo

rwar

ded

to

UA

MD

fo

r im

ple

men

tati

on

on

6/5

/13

765/

22/2

013

Nu

th A

ve, o

ff o

f F

ran

kfo

rd A

ve.

2121

3H

erri

ng

Ru

nN

ot

reso

lved

On

-go

ing

3,55

9T

Dye

tes

t p

rog

ram

, an

d C

CT

V,

pla

nn

ed.

Rec

om

men

ded

fo

r lin

ing

. Lin

ing

did

no

t fi

x th

e p

rob

lem

. In

vest

igat

ion

s w

ill c

on

tin

ue

Civ

il A

ctio

n N

o. J

FM

-02-

1524

SD

UO

Ove

rflo

w O

ccur

renc

es

Cal

enda

r Q

uart

erly

Rep

ort N

o. 4

4

For

Cal

enda

r Q

uart

er E

ndin

g S

epte

mbe

r 30

, 201

3A

ppen

dix

5-12

Ser

ial N

o.

Dat

e o

f O

ccu

rren

ceL

oca

tio

nZ

ip C

od

eS

trea

m A

ffec

ted

Dat

e o

f R

eso

luti

on

(S

ee

No

te 6

Bel

ow

)D

ura

tio

n

(Day

s)M

easu

res

Tak

en t

o Id

enti

fy S

ou

rce

or

Res

olv

e F

utu

re/P

lan

ned

Wo

rk

Up

dat

ed t

hro

ug

h S

epte

mb

er 3

0, 2

013

Est

. Qu

anti

ty o

f D

isch

arg

e in

Gal

lon

s (8

)

776/

12/2

013

2434

Ho

ffm

an S

t.

2121

3In

ner

Har

bo

rN

ot

Res

olv

edO

n-g

oin

g14

9T

Dye

tes

t p

rog

ram

in p

rog

ress

.L

inin

g a

nd

po

int

rep

air

reco

mm

end

atio

ns

wer

e fo

rwar

ded

to

UA

MD

on

10/

9/13

787/

26/2

013

500

blo

ck o

f B

loo

m S

t.21

217

Jon

es F

alls

No

t R

eso

lved

On

-go

ing

81,7

70T

CC

TV

pro

gra

m in

pro

gre

ssU

nd

er In

vest

igat

ion

797/

31/2

013

Per

kin

s H

om

es, 2

63 D

alla

s C

t.21

223

Inn

er H

arb

or

No

t R

eso

lved

On

-go

ing

12,8

45T

Dye

tes

t p

rog

ram

an

d C

CT

V c

on

du

cted

.U

nd

er In

vest

igat

ion

808/

16/2

013

Per

kin

s H

om

es, 2

70-2

79 D

alla

s C

t.21

223

Inn

er H

arb

or

No

t R

eso

lved

On

-go

ing

34,8

45T

Dye

tes

t p

rog

ram

an

d C

CT

V c

on

du

cted

.U

nd

er In

vest

igat

ion

818/

29/2

013

2301

Wilk

ens

Ave

.21

223

Gw

ynn

s R

un

No

t R

eso

lved

On

-go

ing

499

AD

ye t

este

d n

earb

y sa

nit

ary,

wit

ho

ut

po

siti

ve r

esu

lts.

Lin

ing

an

d p

oin

t re

pai

r re

com

men

dat

ion

s w

ere

forw

ard

ed t

o U

AM

D o

n 1

0/9/

13

S

DU

O S

ite o

n P

rivat

e P

rope

rty

4. T

otal

SD

UO

Site

s U

nres

olve

d:

35 (

42%

Op

en)

SD

UO

Sum

mar

y:

1. T

otal

SD

UO

Site

s D

ocum

ente

d: 8

3

2. T

otal

SD

UO

Site

s R

esol

ved:

48

(58

% C

om

ple

te)

3. T

otal

Act

ive

SD

UO

Site

s on

Priv

ate

Pro

pert

y: 1

1

8.

(T

) -

Flo

w c

alcu

late

d ut

ilizi

ng T

KN

con

cent

ratio

n.

(A

) -

Flo

w C

alcu

late

d ut

ilizi

ng A

mm

onia

con

cent

ratio

n.

5. N

ew S

DU

O S

ites

docu

men

ted

in th

e la

st Q

uart

er:

4.

For

all

activ

e si

tes,

the

City

ulti

mat

ely,

pla

ns o

n ca

lcul

atin

g flo

ws

usin

g T

KN

- p

er g

uide

lines

of t

he a

ppro

ved

prot

ocol

by

EP

A

6. U

nder

the

colu

mn

entit

led

"Dat

e of

Res

olut

ion"

, if t

he n

ote

read

s N

ot R

esol

ved

an e

nd d

ate

of 0

9/30

/201

3 w

as

used

to d

eter

min

e th

e qu

antit

y of

dis

char

ge u

p to

that

poi

nt.

7. A

ll of

the

Est

imat

ed Q

uant

ities

of D

isch

arge

list

ed in

the

abov

e ta

ble

are

base

d on

a s

tart

dat

e of

Oct

ober

30,

20

08 in

acc

orda

nce

with

the

lette

r is

sued

by

EP

A d

ated

Nov

embe

r 12

, 201

0. T

he a

ctua

l sta

rt d

ate

of th

e se

wer

di

scha

rge

base

d on

test

ing

is li

sted

in th

e D

ate

of O

ccur

renc

e.

9. F

or s

ites

that

hav

e no

t yet

bee

n re

solv

ed,

"Est

. Qua

ntity

of D

isch

arge

(G

al)"

is r

eadj

uste

d ea

ch q

uart

er to

ref

lect

th

e el

apse

of t

ime

and

any

rece

nt fi

eld

info

rmat

ion

(flo

w, N

H3,

TK

N)

that

may

hav

e be

en c

olle

cted

for

a gi

ven

site

.

Civ

il A

ctio

n N

o. J

FM

-02-

1524

SD

UO

Ove

rflo

w O

ccur

renc

es

Cal

enda

r Q

uart

erly

Rep

ort N

o. 4

4

For

Cal

enda

r Q

uart

er E

ndin

g S

epte

mbe

r 30

, 201

3A

ppen

dix

5-13

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Updated: October 2013

Q44 SSOs! July2013! August2013! September2013

µS a n i t a r y S e w e r O v e r f l o w sS a n i t a r y S e w e r O v e r f l o w s

J u l y 2 0 1 3 - S e p t e m b e r 2 0 1 3J u l y 2 0 1 3 - S e p t e m b e r 2 0 1 3

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