ANNUAL REPORT

ANNUAL REPORT
for the
CITY OF SALEM, OREGON
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
WASTE DISCHARGE PERMIT
(Permit Number 101145, File Number 78140)
August 2, 2013
Prepared by
City of Salem Public Works Department
CITe~
AT YOUR SERVICE
PUBLIC WORKS DEPARTMENT
555 Liberty St reet SE I Room 325 • Salem OR 97301-3513 • Pho ne 503-588-621 1 • Fax 503-588-6025
August 1, 20 13
RECEIVED
AIJG 0 2 /013
Mark E. Hamlin
Oregon Department of Environmental Quality
750 Front Street NE Suite 120
Salem OR 97301-4039
PEQ-SAL.E;M OFFICE
SUBJECT: FY 2012-13 Annual Reports for City of Salem National Pollutant Discharge
Elimination System Waste Discharge Permit
Expiration Date: October 31, 2009 (Administratively Extended)
Permit Number: 101145
File Number: 78140
Dear Mr. Hamlin:
Enclosed is the City of Salem's annual reporting for the wastewater collection system in
compliance with the requirements of the National Pollutant Discharge Elimination System
(NPDES) Permit for FY 2012-13 (July 1, 2012, through June 30, 20 13). This submittal consists
of two individual reports to fulfill the reporting requirements of our NPDES Permit as noted
below. The reports are as follows:
1. Inflow Removal Program Report
2. Salem's Management, Operation, and Maintenance (sMOM) Program Report
NPDES Permit No. 101145, Schedule B.3, Report Submittals, states, "The permilfee shall
implement the Inflow Removal Plan required in ScheduleD, Condition 1, and the }vfanagement,
Operation and kfaintenance Program spec[{ted in ScheduleD, Condition 9, to ident[fy and
reduce inflow and il?filtration into the sewage collection system. An annual report shall be
submitted to the Department by September 1 ofeach year, which demonstrates compliance with
the above requirements. The report shall state those activities that have been done in the
previous year and those activities planned for thefo!loll'ing year. The report shall clearly
indicate those activities conducted in accordance with the updated fl?flow Removal Plan
required by Schedule C, Condition 1. ~f any activities required by the Plan are not conducted,
the report shall include a strategy for coming back into compliance with the Plan. "
The City submitted to the Department for review and approval its proposed updated Inflow
Removal Program and time schedule to comply with the conditions stated in Condition 1 of
Schedule C-Compliance Schedules and Conditions, and Condition I of Schedule D- Special
Engineering Division
Parks and Transpo rtation
Services Division
555 Liberty Street SE I Room 325
Salem O R 97301-3513
Phone 503-588-62 11
Fax 503-588-6025
Operations Division
Parks Operations
141 0 20j' Street SE I Building 2
Salem OR 97302· 1209
Phone 503-588-6063
Fax 503-588-6480
1460 20th Street SE I Building 14
Salem OR 97302- 1209
Phone 503-588-6336
Fax 503-588·6305
•!• ADA Accommo dat ions Will Be Provided Upon Request •!•
Willow Lake Water Pollution
Control Facility
59 15 Windsor Island Road N
Keizer OR 97303·6179
Phone 503-588-6380
Fax 503-588-6387
Mark E. Hamlin
August l, 20 13
Page 2
Conditions of Salem's NPDES Permit on May 2, 2005. The City received notification by letter
elated May 5, 2005, that the Department compl eted review of the City's previously submitted
proposed updated Inflow Removal Program and found it met the goals and intent of the City's
NPDES Permit. The Department letter further indicated that the finalized proposal required
submission to the Department by no later than July 5, 2005. On June 29, 2005, the City
submitted to the Department for approval the final updated Inflow Removal Program and Time
Schedule. Notification was received by letter elated September 5, 2008, of the Department's
approval of the final updated Inflow Removal Program and Time Schedule.
NPDES Permit No. 101145, ScheduleD- Special Conditions, Condition 9.b.viii, Program
Report, states, "As required by Schedule B, Condition 3.a. of the NPDES Permit, the permittee
must conduct an evaluation, appropriate to the size of the system and the number of ove1jlows,
and submit a report ofsuch evaluation, evaluating sMOM and its compliance with these
requirements, including its deficiencies and steps to respond to them." The initial evaluation
report of Salem's wastewater collection system under the new NPDES Permit criteria covering
the sMOM Program was submitted as part of the FY 2004-05 Annual Report for the City of
Salem. The FY 2005-06 Annual Report updated the initial evaluation of the wastewater
collection system as warranted and subsequent reports continue the annual process of updates to
the initial evaluation.
The City of Salem continues its efforts to reduce the amount of wastewater collection system
inflow and infiltration, as well as the frequency of wastewater collection system overflows.
If you have any questions or need further information, please contact me at 503-589-2156.
£;~
Sam Kidd
Stormwater and Wastewater Collections Services Manager
KUW:VLS/ KC:G:\GroupiFiles\CHRON0\2013\KB 080113 DEQAnnuaiRcport_CovcrLcttcr.doc
Enclosures:
1. Exhibit !- Inflow Removal Program Report
2. Exhibit 2-Salem's Management, Operation, and Maintenance Program Report
cc:
Bill Lawyer, City of Keizer
David Sawyer, City of Turner
Alan Haley, Marion County Public Works
Peter Fernandez, P.E., Public Works Director
James L. Bonnet, P.E., City Engineer
Francis Kessler, Operations Division Manager
Nitin Joshi, Water and Enviromnental Resources Manager
Clifton J. Serres, P.E., Assistant City Engineer
File: Chrono; Regulatory
Exhibit 1:
Inflow Removal Program
Report
Exhibit 2:
Salem’s Management,
Operation, and Maintenance
(sMOM) Program Report
Attachment 1:
Sanitary Sewer Maintenance
Activities
Attachment 2:
Capital Improvement
Program Wastewater
Projects
Attachment 3:
Annual Sewer Bypass and
Overflow Report
EXHIBIT 1
INFLOW REMOVAL PROGRAM REPORT
INFLOW REMOVAL PROGRAM REPORT
INTRODUCTION
The following identifies the regulatory requirements of the City of Salem’s NPDES Permit covering the
wastewater collection system relative to the submittal of an updated Inflow Removal Program and time
schedule for implementation. The City is required to comply with the conditions stated in Condition 1 of
Schedule C - Compliance Schedules and Conditions, and Condition 1 of Schedule D - Special Conditions
of Salem’s NPDES Permit.
Each permit condition related to the Inflow Removal Program is listed separately along with the City’s
plan for compliance and the associated time schedule.
REGULATORY REQUIREMENTS
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
WASTE DISCHARGE PERMIT
Expiration Date: 10-31-2009 (Administratively Extended)
Permit Number: 101145
File Number: 78140
SCHEDULE C
Compliance Schedules and Conditions
1.
By May 5, 2005, the permittee shall submit to the Department for review and approval a proposed
updated program and time schedule for identifying and reducing inflow. Within 60 days of
receiving written Department comments, the permittee shall submit a final approvable program
and time schedule. The program shall consist of the following:
a.
Identification of all overflow points and verification that sewer system overflows are not
occurring up to a 24-hour, 5-year storm event or equivalent;
b.
Monitoring of all pump station overflow points;
c.
A program for identifying and removing all inflow sources into the permittee's sewer
system over which the permittee has legal control; and
d.
If the permittee does not have the necessary legal authority for all portions of the sewer
system or treatment facility, a program and schedule for gaining legal authority to require
inflow reduction and a program and schedule for removing inflow sources.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
1
SCHEDULE D
Special Conditions
[Program Goal]
1.
Unless otherwise approved in writing by the Department, all inflow sources are to be permanently
disconnected from the sanitary sewer system in accordance with the program for identifying and
removing all inflow sources required by Schedule C, Condition 1.
PROGRAM COMPLIANCE
On May 2, 2005, the City submitted to the Department for review and approval the proposed updated
Inflow Removal Program and time schedule to comply with the conditions stated in Condition 1 of
Schedule C - Compliance Schedules and Conditions, and Condition 1 of Schedule D - Special Conditions
of Salem’s NPDES Permit. Notification was received by letter dated May 5, 2005, that the Department
had completed review of Salem’s previously submitted proposed Updated Inflow Removal Program and
found it met the goals and intent of Salem’s NPDES Permit. The Department letter further indicated the
finalized proposal required submission to the Department by no later than July 5, 2005. On June 29, 2005
the City submitted to the Department for approval the Final Updated Inflow Removal Program and time
schedule. Notification was received by letter dated September 5, 2008, of the Department’s final approval
of the Final Updated Inflow Removal Program and Time Schedule.
Permit conditions noted in this section are shown with underlining. The City’s plan and/or
response for each specific permit condition is shown italicized following the underlined permit
condition.
1.a.
Identification of all overflow points and verification that sewer system overflows are not
occurring up to a 24-hour, 5-year storm event or equivalent.
The City continues to conduct an on-going computer modeling effort to improve and refine its
understanding of the wastewater collection system. The modeling helps to determine existing
system capacity, planning and development of capacity upgrades for future growth and
elimination of SSOs (see Attachment 2: Fiscal Years 2012-13 Through 2016-17 Capital
Improvement Plan Wastewater Projects), and provides identification of potential overflow
locations due to the 24-hour, 5-year storm event. Much of this refinement continues to come
about through updating, correcting, and expanding the XP-SWMM computer hydraulic model of
the wastewater collection system. Field verification of system flows is accomplished through the
use of permanent and temporary flow monitors/data collectors. The monitors provide both flow
and depth data, which verifies system flows for various storm events and validates that sewer
system overflows are not occurring for up to a 24-hour, 5-year storm event.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
2
During the 2005-06 winter the wastewater collection system experienced overflows at several
locations due to heavy rainfall. The locations were as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
1595 Acacia Drive S
Croisan Creek
2830 Lansing Avenue NE
West Market
2787 Lansing Avenue NE
West Market
554 Madrona Avenue SE
Clark Creek
480 Madrona Avenue SE
Clark Creek
3390 Willa Avenue SE
Clark Creek
955 Wildflower Street NE
Market Street
950 Sceptor Court NE
Market Street
1150 Waller Street SE
Bellevue
During the 2006-07 winter, the wastewater collection system experienced overflows at several
locations due to heavy rainfall. The locations were as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
680 Tryon Avenue NE
North Trunk
955 Wildflower Street NE
Market Street
950 Sceptor Court NE
Market Street
During the 2007-08 winter, the wastewater collection system experienced an overflow at one
location due to heavy rainfall. The location was as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
950 Sceptor Court NE
Market Street
During the 2008-09 winter the wastewater collection system experienced no overflows to
tributary streams due to heavy rainfall.
During the 2009-10 winter the wastewater collection system experienced no overflows to
tributary streams due to heavy rainfall.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
3
During the 2010-11 winter, the wastewater collection system experienced an overflow at several
locations due to heavy rainfall. The location was as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
950 Sceptor Court NE
Market Street
2200 Strong Rd SE
Fairview
1368 Centennial St SE
Pringle Creek
1385 Copper Glen Dr SE
Pringle Creek
955 Wildflower St NE
Market Street
4966 Liberty Rd S
Pringle Creek
3360 Triangle Dr
Clark Creek
170 Hansen Ave S
Fairmont / Nob Hill
4492 Hayesville Dr NE
Hayesville Drive
During the 2011-12 winter, the wastewater collection system experienced overflows at several
locations due to heavy rainfall. The locations were:
MANHOLE LOCATION
SANITARY SEWER BASIN
PEFTF at North River Rd
West Central
2250 Strong Rd SE
Fairview
5020 Liberty Rd S
Pringle
3662 Bayonne Dr SE
38th St
2893 Ryan Dr SE
Airport
1910 Turner Rd SE
Airport
3405 Triangle Dr SE
Clark Creek
2830 Lansing Ave NE
West Market
3385 Triangle Dr SE
Clark Creek
1100 Airport Dr SE
Airport
4770 Glendale Ave NE
Stortz Ave
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
4
During the 2012-13 winter, the wastewater collection system experienced overflows at a single
location due to heavy rainfall. The location was:
MANHOLE LOCATION
SANITARY SEWER BASIN
Union Street Overflow
Willamette River
The SSO during the 2012-13 winter was caused by a rapid and prolonged increase in flow
within the wastewater system during a wet weather event, causing an overflow at a designated
NPDES site. The City has conducted engineering evaluations of this particular overflow site,
as well as in the surrounding collection system, consisting of field inspections, site visits,
research of past records, and hydraulic modeling. Alternatives to correct any identified system
deficiencies will be developed and included in the City’s CIP process as appropriate.
A schedule to eliminate the overflows which appeared during 2005-06, 2006-07, and 2007-08
had been developed after the completion of the engineering evaluation and adoption of the
recommendations. Capital improvement projects to correct these overflows have been
completed.
The City’s 5-year CIP funding schedule beginning FY 2012-13 includes a single project to
address a recurring SSO site at Lansing/Chester. That project is scheduled for construction in
FY 2013-14.
FUNDING
YEAR
PROJECT
SSO LOCATION
ADDRESSED
FY 2011-12
Lansing/Chester
mainline upsizing
2787 Lansing Ave NE
2830 Lansing Ave NE
Design in 2013;
Construction planned
for 2014
Madrona/Commercial
mainline upsizing
480 Madrona St SE
554 Madrona St SE
3390 Willa Ave SE
Deferred; increased
rehabilitation and
cleaning frequency
have prevented
subsequent overflows
Unfunded
1.b.
STATUS
Monitoring of all pump station overflow points.
The City continues to utilize a Supervisory Control and Data Acquisition (SCADA) system for
all of the wastewater collection system pump stations. SCADA allows for computerized remote
monitoring and controlling of pumping systems. Information from each sewage pump station is
transmitted through a radio or telephone communications system to the main SCADA system.
The data is processed by the SCADA system and displayed through computer screens to allow
operators to view the wet well level, pump status, flows, etc. The level sensing devices located
in each sewage pump station wet well are set to activate should the wet well level rise to a point
that would result in an overflow condition. Upon activation, a signal is sent to the SCADA
system which in turn generates an alarm signal notifying the operator of the abnormal
condition.
The City continues to satisfy this requirement, and as such, it does not have an associated time
schedule for completion.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
5
1.c.
A program for identifying and removing all inflow sources into the permittee's sewer
system over which the permittee has legal control.
Wastewater collection system maintenance activities are conducted each year to keep the
system operating properly, extend its life, and prevent, identify, and remove sources of inflow
and infiltration. Maintenance activities performed during FY 2012-13 and planned for FY
2013-14 are found in Attachment 1: Sanitary Sewer Maintenance Activities.
The City continues to conduct an on-going program of smoke testing of the wastewater
collection system to inspect for and/or confirm the presence of improper connections resulting
in inflow. Smoke testing of approximately 10,000 lineal feet of pipe is conducted on an annual
basis.
Defects found are noted and referred for appropriate corrective action. Corrective actions may
include replacement of missing clean-out caps and removal of illicit connections (rain drains,
foundation drains, area drains, and basement stormwater sump pump discharges) from the
wastewater collection system.
The Salem Revised Code includes provisions requiring property owners to make corrections
needed to eliminate inflow due to illicit connections.
The City inspects all sanitary sewer service lines when installed or repaired. All sanitary sewer
hookups are required to pass a 15-minute no-loss air test or hydrostatic test in conformance
with the Uniform Plumbing Code (UPC) before they are accepted. No-loss requirements are
strictly enforced to prevent infiltration/inflow from entering the wastewater collection system
via new sanitary sewer service lines. Storm drainage connections are also inspected to assure
that no illicit connections are made to the wastewater collection system and that the stormwater
drainage systems are properly installed.
Closed circuit television (CCTV) inspections are completed on a routine basis, and defects
found are noted and referred for appropriate corrective action. Corrective actions may include
pipe replacement, rehabilitation, and repair.
The City continues to satisfy this requirement, and as such, it does not have an associated time
schedule for completion.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
6
1.d.
If the permittee does not have the necessary legal authority for all portions of the sewer
system or treatment facility, a program and schedule for gaining legal authority to require inflow
reduction and a program and schedule for removing inflow sources.
The City of Salem’s wastewater collection system continues to be operated under the provisions of
Chapter 73 of the Salem Revised Code. This chapter provides the legal authority to require
inflow reduction within both the public portion of the system and the privately owned service
laterals.
The City of Salem also operates and maintains the wastewater collection systems for the
following cities and districts by intergovernmental agreement:
City of Keizer, Oregon
City of Turner, Oregon
East Salem Service District, Marion County, Oregon
Labish Village Sewer and Drainage District, Marion County, Oregon
The intergovernmental agreements include provisions requiring each city and district to take all
necessary steps to adopt, keep current, and enforce rules and regulations concerning the
collection and disposal of wastewater within the city/district. Such rules and regulations shall be
in substantial conformity with all applicable ordinances of Salem, including, but not limited to
those included in Salem Revised Code Chapter 73 Sewers. Should city/district fail or refuse to
adopt rules and regulations as provided for in the intergovernmental agreement, such failure or
refusal shall be grounds for termination of the intergovernmental agreement.
The City continues to satisfy this requirement, and as such, it does not have an associated time
schedule for completion.
FY 2012-13 INFLOW REMOVAL PROGRAM REPORT
7
EXHIBIT 2
SALEM'S MANAGEMENT, OPERATION, AND MAINTENANCE (sMOM)
PROGRAM REPORT
SALEM'S MANAGEMENT, OPERATION, AND MAINTENANCE (sMOM) PROGRAM REPORT
INTRODUCTION
This report represents the eighth annual program review since the initial FY 2004-05 evaluation of Salem's
wastewater collection system under the new NPDES Permit criteria covering Salem's Management,
Operation, and Maintenance (sMOM) Program.
This report summarizes the status of Salem's Management, Operation, and Maintenance (sMOM) Program
compliance.
REGULATORY REQUIREMENTS
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
WASTE DISCHARGE PERMIT
Expiration Date: 10-31-2009 (Administratively Extended)
Permit Number: 101145
File Number: 78140
NPDES Permit No. 101145, Schedule D Special Conditions, Condition 9.b.viii Program Report, states "As
required by Schedule B, Condition 3.a. of the NPDES Permit, the permittee must conduct an evaluation,
appropriate to the size of the system and the number of overflows, and submit a report of such evaluation,
evaluating sMOM and its compliance with these requirements, including its deficiencies and steps to
respond to them."
SCHEDULE D
Special Conditions
9. Salem's Management, Operation, and Maintenance (sMOM) Program
(a)
General Standards. The permittee shall implement this program to reduce raw sewage
overflows from November 1 through May 21 to those due to storms greater than the
one-in-five year, 24-hour duration storm. The Permittee must comply as soon as
practicable and not later than December 31, 2009, or completion of all upgraded and new
facilities required in paragraph 12.C.4 of the Mutual Agreement and Order
#WQ/M-WR-97-147 whichever is earlier. The Permittee must:
(i) Properly manage, operate, and maintain, at all times, all parts of the collection
system that the Permittee owns or over which they have operational control;
(ii) Provide adequate capacity to convey base flows and peak flows resulting from
up to a 24-hour 5-year storm event (or equivalent) for all parts of the collection
system they own or over which they have operational control;
(iii) Take all economically feasible steps to stop, and mitigate the impact of,
sanitary sewer overflows resulting from up to a 24-hour 5-year storm event (or
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
1
(b)
equivalent) in portions of the collection system they own or over which they have
operational control;
(iv) Provide notification to parties with a reasonable potential for exposure to
pollutants associated with the overflow event; and
(v) Develop a written summary of the sMOM program and make it and the annual
collection system report available to any member of the public upon request.
Components of sMOM Program. The permittee must develop and implement a
management, operation, and maintenance program to comply with the requirements of this
section. The Director will consider the quality of the sMOM program, its implementation
and effectiveness in any relevant enforcement action, including but not limited to any
enforcement action for violation of the prohibition of any municipal sanitary sewer system
discharges resulting from up to a 24-hour 5-year storm event (or equivalent) described at
paragraph (1) (ii) of this section. The program must include the following components,
with the exception of non-applicable components as discussed above:
(i) Goals. The permittee must specifically identify the major goals of the sMOM
program, consistent with the general standards identified above.
(ii) Organization. The permittee must identify:
(A) Administrative and maintenance positions responsible for
implementing measures in the sMOM program, including lines of
authority by organization chart or similar document; and
(B) The chain of communication for reporting SSOs from receipt of a
complaint or other information to the person responsible for reporting to
the NPDES authority, or where necessary, the public.
(iii) Legal Authority. The permittee must include legal authority, through sewer
use ordinances, service agreements or other legally binding documents, to:
(A) Control infiltration and connections from inflow sources;
(B) Require that sewers and connections be properly designed and
constructed;
(C) Ensure proper installation, testing, and inspection of new and
rehabilitated sewers (such as new or rehabilitated collector sewers and
new or rehabilitated service laterals); and
(D) Implement the general and specific prohibitions of the national
pretreatment program that the Permittee is subject to under 40 CFR 403.5.
(iv) Measures and Activities. The sMOM program must address the following
elements that are appropriate and applicable to the system and identify the person
or position in the organization responsible for each element:
(A) Provide adequate maintenance facilities and equipment;
(B) Maintenance of a map of the collection system;
(C) Management of information and use of timely, relevant information to
establish and prioritize appropriate sMOM activities (such as the
immediate elimination of dry weather overflows or overflows into
sensitive waters such as public drinking water supplies and their source
waters, swimming beaches and waters where swimming occurs, shellfish
beds, designated Outstanding National Resource Waters, National Marine
Sanctuaries, waters within Federal, State, or local parks, and water
containing threatened or endangered species or their habitat), and identify
and illustrate trends in overflows, such as frequency and volume;
(D) Routine preventive operation and maintenance activities;
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
2
(E) A program to assess the current capacity of the collection system and
treatment facilities, which the Permittee owns or over which they have
operational control;
(F) Identification and prioritization of structural deficiencies and
identification and implementation of short-term and long-term
rehabilitation actions to address each deficiency;
(G) Appropriate training on a regular basis; and
(H) Equipment and replacement parts inventories including identification
of critical replacement parts.
(v) Design and Performance Provisions. The permittee must establish:
(A) Requirements and standards for the installation of new sewers, pumps
and other appurtenances; and rehabilitation and repair projects; and
(B) Procedures and specifications for inspecting and testing the
installation of new sewers, pumps, and other appurtenances and for
rehabilitation and repair projects.
(vi) Monitoring, Measurement, and Program Modifications. The permittee must:
(A) Monitor the implementation and, where appropriate, measure the
effectiveness of each element of the sMOM program;
(B) Update program elements as appropriate based on monitoring or
performance evaluations; and
(C) Modify the summary of the sMOM program as appropriate to keep it
updated and accurate.
(vii) Overflow Emergency Response Plan. The permittee must develop and
implement an overflow emergency response plan that identifies measures to
protect public health and the environment. The plan must include mechanisms to:
(A) Ensure that appropriate staff is made aware of all overflows (to the
greatest extent possible);
(B) Ensure that overflows (including those that do not discharge to waters
of the U.S.) are appropriately responded to, including ensuring that
reports of overflows are immediately dispatched to appropriate personnel
for investigation and appropriate response;
(C) Ensure appropriate immediate notification to the public, health
agencies, other impacted entities (e.g., water suppliers) and the NPDES
authority. The sMOM program should identify the public health and
other officials who will receive immediate notification;
(D) Ensure that appropriate personnel are aware of and follow the plan
and are appropriately trained; and
(E) Provide emergency operations.
(viii) sMOM Program Report. As required by Schedule B, Condition 3.a. of the
NPDES Permit, the permittee must conduct an evaluation, appropriate to the size
of the system and the number of overflows, and submit a report of such
evaluation, evaluating sMOM and its compliance with these requirements,
including its deficiencies and steps to respond to them.
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
3
PROGRAM COMPLIANCE
Permit conditions noted in this section are shown with underlining. The City plan and/or response for each
specific permit condition and the level of achievement is noted in bold italics following each criterion.
(vi) Monitoring, Measurement, and Program Modifications. The permittee must:
(A) Monitor the implementation and, where appropriate, measure the effectiveness of each element
of the sMOM program;
Wastewater Collection Services conducts on-going monitoring of the collection system performance to
determine compliance with the requirements of sMOM. During FY 2009-10 Wastewater Collection
Services completed a study of the various maintenance programs to determine their effectiveness in
preventing SSOs from occurring. At the conclusion of the study, recommendations were made
addressing any identified changes regarding maintenance practices, use of technology, staffing levels,
equipment needs, outsourcing needs, etc. Several of these recommendations were implemented in
FY2010-11 and evaluation of its effectiveness continued through FY2012-13. Determination of the
effectiveness of the sMOM program is based upon how well the City is meeting the following sMOM
program goals.
9.(a)(i). Properly manage, operate, and maintain, at all times, all parts of the wastewater
collection system that the City of Salem owns or over which Salem has operational
control;
Criteria: (a) Are there any pipeline failures (collapses) that result in an SSO?
None identified.
(b) Are there any pump station failures that result in an SSO?
None identified.
(c) Are there any non-storm related SSOs resulting from causes other
than vandalism?
Yes; the cause of the overflow event and number of similar
occurrences are as follows. Details of these events can be found in
Attachment 3, Sewer Bypass and Overflow Report.
Leaking during bypass pumping by contractor (2);
Sanitary to storm cross connection (2);
Contractor bore through sewer pipe (1);
Line blockage due to roots, grease, and/or debris (5).
9.(a)(ii). Provide adequate capacity to convey base flows and peak flows resulting from up
to a 24-hour 5-year storm event (or equivalent) for all parts of the wastewater collection
system that the City of Salem owns or over which Salem has operational control;
Criteria: (a) Are there any SSOs resulting from up to a 24-hour 5-year storm event
after PEFTF is placed into service?
Yes; Details of this event can be found in Attachment 3, Sewer
Bypass and Overflow Report.
9.(a)(iii). Take all economically feasible steps to stop, and mitigate the impact of, sanitary
sewer overflows resulting from up to a 24-hour 5-year storm event (or equivalent) in
portions of the wastewater collection system that the City of Salem owns or over which
Salem has operational control;
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
4
Criteria: (a) Are the facilities identified in the NPDES Permit and the MAO
needed to convey and treat the system flows resulting from up to a
24-hour 5-year storm event being implemented as agreed to with the
Department?
Yes; The requirements of Mutual Agreement and Order No. WQ/MWR-97-147 have been fulfilled, and the MAO was terminated on
March 1, 2011.
9.(a)(iv). Provide notification to parties with a reasonable potential for exposure to
pollutants associated with the overflow event; and
Criteria: (a) Are all parties identified in the Overflow Emergency Response Plan
being notified as required?
Yes.
9.(a)(v). Develop a written summary of the sMOM program and make it and the annual
collection system report available to any member of the public upon request.
Criteria: (a) Is a written summary of the sMOM program being completed
and included in the annual collection system report?
Yes.
(b) Is the report available to the public?
Yes.
(B) Update program elements as appropriate based on monitoring or performance evaluations;
Criteria: (a) Wastewater Collection Services will conduct an annual update to the sMOM
program elements as appropriate based on on-going monitoring and
evaluation of collection system performance.
This is completed on an annual basis.
(C) Modify the summary of the sMOM program as appropriate to keep it updated and accurate.
Criteria: (a) Wastewater Collection Services will modify and/or update the sMOM
summary program report as appropriate based on on-going monitoring and
evaluation of collection system performance.
This is completed on an annual basis.
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
5
CONCLUSIONS
The City has successfully fulfilled the requirements specified in the MAO, and continues to meet the
majority of the sMOM program objectives. The following is a summary of findings regarding compliance
with the program:
Program Element
(i) Goals
Findings
Work in progress to achieve full compliance with
Schedule D.9(a)(ii), “Provide adequate capacity to
convey base flows and peak flows resulting from
up to a 24-hour 5-year storm event (or equivalent)
for all parts of the collection system they own or
over which they have operational control.” See
notes (1 & 2) below & next page.
(ii) Organization
In compliance
(iii) Legal Authority
In compliance
(iv) Measures and Activities
In compliance
(v) Design and Performance Provisions
In compliance
(vi) Monitoring, Measurement, and Program
Modifications
In compliance
Notes:
(1)
Sewer system inspections following an overflow caused by a less than 24-hour 5-year storm event
(See Attachment 3, Event #223) had no apparent indication that the overflow was caused by a
plugged or partially plugged line. As such, it was determined that the cause was due to recent
rainfall and saturated soils. The City is conducting further inspections to determine to what extent
this overflow was caused by a capacity issue. Nevertheless, a more frequent cleaning and
inspection frequency of the system’s large diameter pipes are being scheduled.
Non-storm related sanitary sewer overflows (SSOs) still periodically occur within the wastewater
collection system. These have typically been associated with grease buildup and/or root intrusion
problems. The City continues its comprehensive fats, oils, and grease (FOG) program, which
includes a Web page to educate the public of the potential consequences household grease has on
the sewer system, public health, and the environment. The Web page is linked to the City’s main
Web site and provides the public resources for reducing fats, oils, and grease from entering the
sewer system and creating backups. A pro-active notification and verification process is
progressing to notify property owners of potential grease buildup in their service lateral when
observed during routine TV inspection of the City’s mainline assets. Ongoing evaluation of grease
maintenance activities have provided strategies to effectively reduce the potential of grease
backups – instead of hydrocleaning known grease lines, crews automatically brush and cut
mainlines known to have grease buildup. Cleaning frequencies of these lines are regularly
evaluated for appropriate maintenance schedules. With further development, implementation, and
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
6
evaluation of these newly implemented programs, the City expects to eliminate most of the SSOs
caused by grease buildup.
(2)
During the 2005-06 winter the wastewater collection system experienced overflows at several
locations due to heavy rainfall. The locations were as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
1595 Acacia Drive S
Croisan Creek
2830 Lansing Avenue NE
West Market
2787 Lansing Avenue NE
West Market
554 Madrona Avenue SE
Clark Creek
480 Madrona Avenue SE
Clark Creek
3390 Willa Avenue SE
Clark Creek
955 Wildflower Street NE
Market Street
950 Sceptor Court NE
Market Street
1150 Waller Street SE
Bellevue
During the 2006-07 winter, the wastewater collection system experienced overflows at several
locations due to heavy rainfall. The locations were as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
680 Tryon Avenue NE
North Trunk
955 Wildflower Street NE
Market Street
950 Sceptor Court NE
Market Street
During the 2007-08 winter, the wastewater collection system experienced an overflow at one
location due to heavy rainfall. The location was as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
950 Sceptor Court NE
Market Street
During the 2008-09 winter, the wastewater collection system experienced no overflows to the
tributary streams due to heavy rainfall.
During the 2009-10 winter, the wastewater collection system experienced no overflows to the
tributary streams due to heavy rainfall.
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
7
During the 2010-11 winter, the wastewater collection system experienced an overflow at several
locations due to heavy rainfall. The location was as follows:
MANHOLE LOCATION
SANITARY SEWER BASIN
950 Sceptor Court NE
Market Street
2200 Strong Rd SE
Fairview
1368 Centennial St SE
Pringle Creek
1385 Copper Glen Dr SE
Pringle Creek
955 Wildflower St NE
Market Street
4966 Liberty Rd S
Pringle Creek
3360 Triangle Dr
Clark Creek
170 Hansen Ave S
Fairmont / Nob Hill
4492 Hayesville Dr NE
Hayesville Drive
During the 2011-12 winter, the wastewater collection system experienced overflows at several locations
due to heavy rainfall. The locations were:
MANHOLE LOCATION
SANITARY SEWER BASIN
PEFTF at North River Rd
West Central
2250 Strong Rd SE
Fairview
5020 Liberty Rd S
Pringle
3662 Bayonne Dr SE
38th St
2893 Ryan Dr SE
Airport
1910 Turner Rd SE
Airport
3405 Triangle Dr SE
Clark Creek
2830 Lansing Ave NE
West Market
3385 Triangle Dr SE
Clark Creek
1100 Airport Dr SE
Airport
4770 Glendale Ave NE
Stortz Ave
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
8
During the 2012-13 winter, the wastewater collection system experienced an overflow at a single location
due to heavy rainfall. The location was:
MANHOLE LOCATION
SANITARY SEWER BASIN
Union Street Overflow
Willamette River
The City has conducted an engineering evaluation of the various overflow locations and the surrounding
collection system, consisting of field inspections, site visits, research of past records, and hydraulic
modeling. Alternatives to correct any identified system deficiencies will be developed and included in the
City’s CIP process as appropriate.
FY 2012-13 SALEM’S MANAGEMENT, OPERATION AND
MAINTENANCE (sMOM) PROGAM REPORT
9
ATTACHMENT 1
SANITARY SEWER MAINTENANCE ACTIVITIES
FY2012-13 SANITARY SEWER MAINTENANCE ACTIVITIES
1
SANITARY SEWER MAINTENANCE ACTIVITIES
Wastewater collection system maintenance activities are conducted each year to keep the system operating
properly, extend its life, remove sources of inflow/infiltration (I/I), and prevent the introduction of new I/I
into the system. Maintenance activities performed during FY 2012-13 and planned for FY 2013-14
include the following:
Activity
Completed in FY 2012-13
Planned for FY 2013-14
TV Inspection
600,734 lineal feet
842,500 lineal feet
5,456 lineal feet
30,000 lineal feet
Sewer Line Grouting
Includes inspection of existing sewer lines as well as all new sewer lines that are added to the system. A
written evaluation of each line segment is recorded in Hansen, the City’s Infrastructure Management
System (IMS). Defects found in the collection system are noted and referred for appropriate corrective
action. These actions include cleaning, repair, root and grease removal, chemical grouting, chemical root
treatment, or evaluation for rehabilitation/replacement. Chemical grouting restores the integrity of the
pipe joint resulting in removal of I/I from the collection system. This method is used when the line is of
acceptable condition and only the pipe joints are leaking an excessive amount.
Activity
Completed in FY 2012-13
Planned for FY 2013-14
Sewer Line Repairs
309 each
375 each
Sewer Line Replacement
1,519 lineal feet
1,300 lineal feet
1,454 lineal feet
1,250 lineal feet
Sewer Lining Point Repairs
This activity directly decreases I/I into the collection system. Sewer lines replaced under this activity are
in addition to lines replaced under other programs.
Activity
Completed in FY 2012-13
Planned for FY 2013-14
Manholes Inspected
413 each
500 each
Manholes Repaired/Sealed
72 repaired / 42 sealed
250 repairs / 50 seals
9 each
10 each
Manholes Installed/Replaced
Manholes are inspected to determine structural condition and to identify I/I sources. Manhole repairs
restore integrity of the structure as well as removing I/I sources. Work accomplished includes work done
by City crews and work done by contractor.
FY2012-13 SANITARY SEWER MAINTENANCE ACTIVITIES
2
Activity
Completed in FY 2012-13
Planned for FY 2013-14
Sewer Line Cleaning
1,646,782 lineal feet
1,700,000 lineal feet
Sewer Line Root and Grease
Removal
293,338 lineal feet
170,000 lineal feet
Sewer Line Chemical Root
103,199 lineal feet
101,000 lineal feet
Treatment
All sewer lines in the collection system are cleaned on varying cycles (1 month to 72 months), depending
on need. The cleaning schedule and work requests are part of the City’s computerized maintenance
management system. Root and grease removal is used to control root intrusion and grease buildup to
prevent reduction in sewer line hydraulic capacity. Chemical root treatment is used to control persistent
root intrusion to prevent reduction in sewer line hydraulic capacity.
Activity
Quantity in FY 2012-13
Planned for FY 2013-14
Rain Gauges
25 gauges
25 gauges
Permanent Flow Monitors*
45 monitors
46 monitors
47 monitors
47 monitors
Portable Flow Monitors
These monitors are used to collect flow data needed for designing system upgrades, monitoring overflow
events, calibrating the hydraulic model, and evaluating the condition of the collection system (dry weather
vs. wet weather flows). *Seven real time flow monitors are connected to the operations SCADA system via
telephone or wireless service.
Activity
Completed in FY 2012-13
Planned for FY 2013-14
Sanitary Sewer Service
Inspections
585 Inspections
500 Inspections
518 Inspections
400 Inspections
Storm Sewer Service Inspections
The City inspects all sanitary sewer service lines when installed or repaired. All sanitary sewer hookups
are required to pass a 15-minute no-loss air test or hydrostatic test in conformance with the Uniform
Plumbing Code (UPC) before they are accepted. No-loss requirements are strictly enforced to prevent I/I
from entering the collection system via new sanitary sewer service lines. Storm drainage connections are
also inspected to assure that no illicit connections are made to the sanitary system and that the drains are
properly installed.
FY2012-13 SANITARY SEWER MAINTENANCE ACTIVITIES
3
Activity
Completed in FY 2012-13
Planned for FY 2013-14
Smoke Testing
8,396 lineal feet
10,000 lineal feet
57 locations
40 locations
Dye Testing
Smoke testing and dye testing of the wastewater collection system are performed to inspect for, or confirm
the presence of pipeline defects, manhole defects, and improper connections. Defects found are noted and
referred for appropriate corrective action. Corrective actions may include replacement of missing cleanout caps, removal of rain drains from the collection system, and repair of pipeline breaks.
FY2012-13 SANITARY SEWER MAINTENANCE ACTIVITIES
4
ATTACHMENT 2
FISCAL YEARS 2012-13 THROUGH 2016-17
CAPITAL IMPROVEMENT PLAN
WASTEWATER PROJECTS
UTILITIES
The Utilities projects encompass all City owned and operated utilities. The capital
projects identified in this group reflect the construction required to maintain and/or
expand the wastewater collection and treatment, stormwater collection, and the water
source/delivery systems.
The capital project categories and project classifications are detailed groupings that are
defined by the operating department in project identification and assessment. The
infrastructure categories encompassed in this group cover:
Common Utility Facilities
Stormwater
Wastewater
Water
The tables below summarize the funded projects by category and funding source:
FUNDING SUMMARY
Category
Common Utility Facilities
Stormwater
Wastewater
Water
FY 12-13
$300,000
$1,171,000
$4,985,000
$7,369,000
FY 13-14
FY 14-15
$2,700,000
$0
$496,000 $1,612,000
$2,965,000 $3,832,000
$2,735,000 $3,770,000
FY 15-16
FY 16-17
Total
$0
$0 $3,000,000
$1,319,000 $2,004,000 $6,602,000
$4,529,000 $3,715,000 $20,026,000
$4,080,000 $4,069,000 $22,023,000
Total $13,825,000
$8,896,000
$9,214,000 $9,928,000
$9,788,000 $51,651,000
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
Total
$500,000
$0
$0
$0
$0
$500,000
FUNDING SOURCE
Opportunity Grant/Outside
Source
Other Agencies
Rates Revenue
SDC - Stormwater
SDC - Wastewater
SDC - Water
$6,000,000
$0
$0
$0
$0 $6,000,000
$3,446,000 $6,901,000 $7,106,000 $7,988,000 $8,338,000 $33,779,000
$225,000
$225,000
$250,000
$350,000
$350,000 $1,400,000
$850,000
$550,000
$928,000
$550,000
$550,000 $3,428,000
$2,804,000 $1,220,000
$930,000 $1,040,000
$550,000 $6,544,000
Total $13,825,000 $8,896,000 $9,214,000 $9,928,000 $9,788,000 $51,651,000
35
WASTEWATER
State Street Sewer Pump Station Abandonment: Wastewater Collection
59101
Improvements
Design and construct 1,150 linear feet of 15"/12" pipeline in 49th St SE north to State St then west on State St
to connection point west of Cougar Ct SE. Also 550 linear feet of 8" pipeline on State St SE east of 49th St to
terminus. Abandon State Street Sewer Pump Station upon completion of project.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 48.13
Phase
Funding Source
Construction
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$744,000
$0
$0
$0
$744,000
$0
Five Year Total: $744,000
59138
Wastewater Improvements - Developer Reimbursement - Pass Through
Annual level of reimbursement to developers for construction of Qualified Public Improvements as defined in
SRC 41.100. Funding is limited to the amount of Sewer System Development Charge (SDC) improvement
funds budgeted in this line item.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
FY 12-13
Administrative
Administrative
Administrative
Administrative
Administrative
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
$200,000
Annual Total:
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$200,000
$200,000
$200,000
$200,000
$200,000
$200,000
$200,000
$200,000
$200,000
Five Year Total: $1,000,000
43
59728
Wastewater R & R - Unspecified
Funds for projects identified in this cost center with costs exceeding the budget estimate and for pipe
replacement projects to be identified during the fiscal year. Also included are pipe replacement projects which
may be identified as being located under future street restoration and resurfacing projects and projects which
provide opportunity to replace sanitary sewer pipelines with other utility projects.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
FY 12-13
Administrative
Rates Revenue
$300,000
Annual Total:
$300,000
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$0
$0
Five Year Total: $300,000
60069
CIP Management - Wastewater
General management and supervision of the Wastewater budget. The funding level covers multi-year CIP
management for this cost center, including the preparation and documentation of the five year Capital
Improvement Program. It also includes the overhead expense of the City's indirect cost allocation plan.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
FY 12-13
Administrative
Administrative
Administrative
Administrative
Administrative
Rates Revenue
Rates Revenue
Rates Revenue
Rates Revenue
Rates Revenue
$200,000
Annual Total:
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$240,000
$240,000
$240,000
$240,000
$200,000
$240,000
$240,000
$240,000
$240,000
Five Year Total: $1,160,000
60234
Ferry Street Wastewater Pump Station - Gravity Replacement
Relocate & replace existing Ferry St wastewater pump station from the median between Front St & Ferry St.
Purchase property from Urban Development at proposed location. Proposed to relocate station without gravity
modification on property to be acquired out of Front St ROW via new 150 feet, 16" gravity line.
Wards: 1
Neighborhoods: Central Area Neighborhood Development Organization
Prioritized Score: 54.083
Phase
Funding Source
Construction
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$900,000
$0
$0
$0
$0
$900,000
Five Year Total: $900,000
44
60456
Wastewater System - Schematic Design
Planning, schematic design, and cost estimating to provide scope and budget for the CIP process.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
Design/Spec
Design/Spec
Design/Spec
Design/Spec
Rates Revenue
Rates Revenue
Rates Revenue
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$25,000
$25,000
$25,000
$25,000
$0
$25,000
$25,000
$25,000
$25,000
Five Year Total: $100,000
60480
Satter Wastewater Pump Station Abandonment
This multi-year project provides for design, easement acquisition, and construction of new 10-inch to 30-inch
sanitary sewer main long Fisher Rd NE, Iberis St NE, and Lancaster Dr NE. The new main will provide gravity
service to the collection basin currently served by the Satter Wastewater Pump Station. Phase I construct 4,810
feet gravity sewer main ranging in size from 10" to 30". The line will be connected to East Salem trunk near I-5
& Clagget Creek. The route traverses Fisher Rd NE, Iberis to Lancaster Dr.
Wards: 5
Neighborhoods: Northgate Neighborhood Association
Prioritized Score: 73.78
Phase
Funding Source
Construction
Construction
Rates Revenue
SDC - Wastewater
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$1,135,000
$378,000
$0
$0
$1,513,000
Five Year Total: $1,513,000
60575
Extra Capacity Wastewater - Unspecified
Funds for projects in this cost center with costs exceeding the budget estimate or other projects approved by
City Council.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
FY 12-13
Administrative
Administrative
Administrative
Administrative
Administrative
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
$250,000
Annual Total:
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$250,000
$250,000
$250,000
$250,000
$250,000
$250,000
$250,000
$250,000
$250,000
Five Year Total: $1,250,000
45
60635
Extra Capacity - Wastewater - Schematic Design
Project provides for planning, schematic design, and cost estimating to provide scope and budget for the CIP
process. These funds are specific for those projects, or portions of projects, that serve new development and/or
are reflected in the master plan.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
Study
Study
Study
Study
Study
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
Five Year Total: $125,000
Union St NE Sewer Pump Station Abandonment: Wastewater Collection
60671
Improvements
Replace or install 3,587 ft of 8" sanitary line and 203 ft of new 10" pipe in the vicinity of the Union Sewer P.S.
Once the sewer R/R projects are completed, the existing Union Street P.S. can be abandoned. The project
includes: 1)Install 1,345 ft of 8" line & 210 ft of 10" line along Union from Church to the alley between
Commercial & Front, 2)Replace failing line with 720 ft of 8" line in the alley between High & Liberty from Union
to the asphalt parking lot just north of Division, 3)Replace failing line with 1,020 ft of 8" line in the alley between
Liberty & Commercial from Union to Mill Crk, 4)Replace failing line with 1,040 ft of 8" line in the alley between
Commercial and Front from Union to D St, and 5)Replace failing line with 900 ft of 8" line in the alley between
Front & Water from Marion to Division.
Wards: 1
Neighborhoods: Central Area Neighborhood Development Organization
Prioritized Score: 50.68
Phase
Funding Source
Design/Spec
Construction
Rates Revenue
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$165,000
$1,485,000
$0
$0
$165,000
$1,485,000
$0
Five Year Total: $1,650,000
46
Pipe Replacement: Liberty St NE, Hickory St to River St; Hickory St, Commercial St to
60740
Liberty St
Install CIPP liner in 2,795 feet failing 30" & 36" pipe.
Wards: 5
Neighborhoods: Highland Neighborhood Association
Prioritized Score: 50.62
Phase
Funding Source
Construction
Rates Revenue
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$689,000
Annual Total:
$0
$0
$689,000
Five Year Total: $689,000
Pipe Replacement: Alleys between Church St NE, Cottage St, and Winter St, from Hood
60741
St NE to Belmont St
Abandon and replace 1,433 feet of failing 8" concrete pipe, 43 service laterals and 6 manholes, and construct
2,450 feet new pipelines in Church St and Cottage St.
Wards: 1
Neighborhoods: Grant Neighborhood Association
Prioritized Score: 50.62
Phase
Funding Source
Design/Spec
Construction
Rates Revenue
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$235,000
$1,000,000
$0
$0
$0
$235,000
$1,000,000
Five Year Total: $1,235,000
61206
Replace Medium Voltage Transformers
Replace the eight (8) Y/Y transformers with Delta/Y transformers to provide proper ground fault protection,
electrical coordination, and surge protection. The work will need to be phased in over the next 3-5 years.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 67.91
Phase
Funding Source
FY 12-13
Construction
Construction
Construction
Construction
Rates Revenue
Rates Revenue
Rates Revenue
Rates Revenue
$150,000
Annual Total:
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$150,000
$150,000
$150,000
$150,000
$150,000
$150,000
$150,000
$0
Five Year Total: $600,000
47
61207
Willow Lake WPCF Gravity Thickener - Rehabilitation
Rehabilitate the Gravity Thickeners. Recoat interiors and repair concrete. Move the motor control center and
electrical out of Gravity Thickener and North Primary Pump Stations to the Raw Pump Station. Grit handling
facility rehabilitation, replacement or upgrade.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 63.214
Phase
Funding Source
Construction
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$0
$2,000,000
$0
$2,000,000
Five Year Total: $2,000,000
61208
Willow Lake WPCF - Digester Improvements
The project includes process facilities which are considered the highest priority. They have aging equipment
and capacity problems. The project includes: 1) Upgrade electrical system at north Digesters and South
Digesters; 2) Replace mixers in the North complex and replace the gas mixing systems in the South complex; 3)
Construct a new Electrical/Control Building to combine both complexes; 4) Replace or rehabilitate one North
Digester mixing due to age.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 61.44
Phase
Funding Source
Design/Spec
Construction
Construction
Rates Revenue
Rates Revenue
Rates Revenue
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$500,000
$1,000,000
$1,000,000
$0
$0
$500,000
$1,000,000
$1,000,000
Five Year Total: $2,500,000
Willow Lake WPCF - Sullair Unit, TFE Pumps, and Miscellaneous Mechanical
61209
Replacements
Replace old Sullair plant air compressor with a new unit due to the existing compressor being unreliable and
inefficient. Replace and/or rehabilitate trickling filter effluent pumps. Replace miscellaneous mechanical units,
which are past their normal operational expectancy.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 59.970
Phase
Funding Source
FY 12-13
Construction
Rates Revenue
$385,000
Annual Total:
$385,000
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$0
$0
Five Year Total: $385,000
48
61346
Planning and Master Plan Program - Wastewater
Periodic review and update of Salem's System's Wastewater Master, Sector and/or Facility Plans.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 33.66
Phase
Funding Source
FY 12-13
Development
Development
Development
Development
Development
Development
Development
Rates Revenue
SDC - Wastewater
SDC - Wastewater
SDC - Wastewater
Rates Revenue
SDC - Wastewater
SDC - Wastewater
$100,000
$75,000
Annual Total:
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$75,000
$75,000
$100,000
$75,000
$75,000
$175,000
$75,000
$75,000
$175,000
$75,000
Five Year Total: $575,000
61349
Opportunity Grant - Wastewater
Unanticipated mid-year opportunity projects with outside funding sources such as federal/state clean water
grants and reimbursable utility relocations.
Wards: 1, 2, 3, 4, 5, 6, 7, 8
Neighborhoods: All Neighborhoods
Prioritized Score: 1000
Phase
Funding Source
Construction
Other Agencies
Annual Total:
FY 12-13
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$0
$0
$3,000,000
$3,000,000
Five Year Total: $3,000,000
61387
Commercial Street SE, Ferry Street to Bellevue Street - Main Construction
Design and construction of 1,125 LF of new 12-inch sanitary sewer pipeline to replace the existing in
Commercial St SE, from Berry St to Bellevue St. The new pipeline will provide additional capacity for the South
Water Front Urban Renewal Area and the redevelopment of the associated properties.
Wards: 1
Neighborhoods: Central Area Neighborhood Development Organization
Prioritized Score: 1000
Phase
Funding Source
FY 12-13
Construction
SDC - Wastewater
$300,000
Annual Total:
$300,000
FY 13-14
FY 14-15
FY 15-16
FY 16-17
$0
$0
$0
$0
Five Year Total: $300,000
Total :
$20,026,000
49
55TH AV NE
ST NE
LAW S
ON
SELWAY ST NE
BAYNE ST NE
EVIE JEAN ST NE
CORD
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WINDSOR AV NE
VICKI WY NE
WATSON AV NE
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DIA MOND
WYOMING AV NE
GLENDALE AV NE
WILTON AV NE
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RD
HILL
WD
RAINBOW HIL
LS LN SE
NSA
LEE ST SE
BARNES AV SE BARNES
C R SE
NEWPORT DR SE
S
REE
YA
L
MIL
LS
T
E S AV SE
MERIWEATHER ST SE
IC
FL
REES HILL RD SE
AV
NE
NE
NE
RO
SHELT ON ST SE
DR SE
WALN DR SE
SUN
REES HILL RD SE
KA
ST
TN
EB S
T
A ST
SE
C
RN
D L N SE FABRY RD SE
M
N SE
TR
ST
GR
SE
A
BR
ER CT SE
BOONE RD SE
ANNA LN SE
SE
REES HILL RD SE
RL
IN D
M
DO
EE
BAXT ER RD SE
RE
D
ER
COLE RD S
LP
PIL G
R
BREW ST
S ID
S
KALISA LN S
RD
S
ORE
COLE RD S
E
RD
STANDISH CT SE
NY
MO
COLE RD
S
E DR
ELKINS WY SE
UR
MIL
LS
G
O
NATALIE AV SE
GINGER AV SE
SAHAL EE CT SE
ST
KS
AS
TN
ED S
TN
EC
CO
SAHALEE DR SE
BS
SO
RW
AY
S
KA
YS
TA
VN
E
KA
DS
CS
N
A S T SE
TN
E
OS
NE
MARKE T ST NE
EAS
I
IT
S
EE
K
N
SU
S
EY LN
Water, FY 14-15
VU
E
E
US T
SE
CS
FE R
OL
IV E
ST
TS
E
LEE ST SE
CAMBRIDGE DR SE
FABRY RD SE
POLLYANNE AV SE
DS
MA R L
TESRD S
ROS EDALE L N S
MIL
LS
TS
E DR SE
NE
E
STA
TE
LS
CREE KS ID
AK
CR
SE
SE
YR
BATES RD S
BA
AV
CIA
C
RD
RT
Water, FY 13-14
BA
TT
LE
ER
A UG
E
LIB
Water, FY 12-13
SY
LV
AN
MM
TC
NO
X
DR
LAK
NE
NE
LIVINGSTON ST NE
ST
RO
CO
SE
SE
ED LN
WILTS EY RD SE
H A ZE LTINE A V S E
T I N E AV SE
CT
MILDR
JE F
NE
R
LP SE
SU N M IS
ST
NE
BR
CO
OA
E
GENIE ST SE GENIE CT SE
MILDRE D LN SE
TN
ST
BE
LLE
TS
SE
DR SE
LS
MILDRED LN SE
ST
NE
R
CIA
TA CT SE
TS
RE
E
DN
SUNNYV IEW RD
NE
RO
SE
S T R ONG RD
ER
OD
MAJE STIC VIEW AV SE
SS
SE
MM
NE
DR
RL
SALISHAN ST SE
CO
DENISE ST SE
CR SE
PAWNE E
S
DS
Y WO
FABRY RD SE
E
S
NEHALE M ST
R
LE
LE
UR
OXFORD ST SE
SID
JORY HILL RD S
BILL S LN S
CO
AL
E
R SE
LD CT SE
HOP E CHAPEL LN
Water, FY 16-17
V
DD
CT S
E
CORINA DR SE
E
JORY HILL RD S
Water, FY 15-16
SE
TE A
K
TS
ST
OLIVE ST NE
AERIAL W Y SE
AERIAL WY SE
TS
DR S
E
E
O
O
NY
JORY HILL RD S
DE
NW
LA CRES
H A Z EL
ER
I RO
ST SE
BAXT ER RD SE
SU N
JORY HILL RD S
MUIRFIE
K SI
INV
SE
FRAN
ST NE
LS
RADIANCE AV SE
MORLE Y LN S
EE
ALVINA ST SE
PS
C
CIA
CR
TRIP
KUEBLER BV SE
RT AV SE
E
LON E OAK R D S
L AV S
E
DR
S
R
GLENDORA AV
SE
TER
CO
TN
E
PE A
MCGILCHRIST ST SE
MCGILCHRIST ST SE
FR
BA
JONM A
MIRASO
E T TI DR SE
DR
D
E
E
RD S
EVERE TT DR S
DUNBAR AV SE
RO
LL
L A C R E S TA
MILDRED LN S E
E
MARS HALL
ER
N VISTA
AV SE
MILDRED LN SE
EN
RHINESTONE CT SE
SE
WIPWO O D
DR SE
D
BOONE RD SE
AA
VS
NS
TN
E
TS
E
MADRONA AV SE
MM
HOLDER LN SE
LA CRES TA
PS
KS
DOUGLAS AV SE
L P SE
BARNES AV SE
RM
RIO
STA
TE
19TH ST SE
HILF IKER LN SE
KUEBLER BV SE
NO
OA
E
TN
E
DAV COR ST SE
CO
V ALLEY W O O
SUMMIT VIEW AV SE
LN
SE
JUNTURA ST SE
J DAVID ST SE
CEN
EWAL D AV SE EWALD
AV SE
E
CIMARRON CT SE
BOONE RD SE
TS
E
TS
D ST
ROCKWOO
KS
WAL LER ST SE
ELSER DR S
FLAIRSTONE DR SE
N
D
RE
BOONE RD SE
FOXGLOVE ST SE
MA
E
ST
WEBST ER
JUNTURA ST SE
JUSTICE ST SE
TN
LEE ST SE LEE
ST SE
ROYVO NNE AV SE
S IDE
Wastewater, FY 15-16
L
RED
D
MIL
SE
SE
GL
TN
DIS
ON
DR
LANSFORD DR SE
HAAS LN SE
ST
CT S
E
A
HR
CROWLEY AV SE
SE
NEHAL EM ST S
BV
H I L L S CR SE
LINN HAVE N DR SE
S
Wastewater, FY 14-15
A AV SE
T ICE
TS
OXF ORD ST SE
LS
DUNIWAY CT SE
S
WINDMILL CT S
ER
E
NS
TN
E
E
TS
E
BOXWOOD LN SE
T
R
IA
J US
AV S
E
T
ALBERT DR SE
ALBERT DR SE
EE S T
SE
S UN N Y
E
EL
SE
TS
TN
RIO
VISTA AV S EV IS TA A
PP
ER
CIA
S
YL
IN
D
RN
ST
AC
SE
BS
ST
TIBURON CT SE
CO
ST
NE
MA
MARKET ST
NE
OAKHILL AV SE
DIANNE DR SE
SE
RAINIE R DR SE
EB
L
CT
NE
SPE ARS AV SE
IBSE N ST SE
DR
RD
RD
INTE GR
MIRANDA AV SE
VER
AV
SE
E
CA
RT Y
NE
IL
KU
MOUNTAI
P EB B
RUGGLES AV S
LI
Streets, FY 14-15
Y
SK
NEW BERRY ST S
KEVIN CT SE
HOLDE R LN SE
M ILD
S
S
A R TOUM ST SE
ROLLING HILLS AV SE
K ST S
SK
L U CY LN S
R
LN
S
E
LIB
JOYNA
RED LEAF DR S
RD
S
SE
LOR
I
H
V SE
7T H A
S
S
I
YL
NE
SK
YL
E
IN
RD
Streets, FY 13-14
SK
D
AA
VS
DAVIS RD S DAVIS RD S
S
BV
LE Y
T UR
UR
LN SE
KEGLERS
AU D
R SE
JUN
DUD
EP
MIL
LS
WOODACRE DR SE
ER
LN
S LN
Stormwater, FY 16-17
Wastewater, FY 12-13
ER
DAVIS RD S
ER
JUN
E
ST
PEACE ST SE
MM
K
Stormwater, FY 15-16
BRIDLEWOOD WY
S
L IN
OLYMPIC AV SE
VITAE SPRINGS RD
S
Streets, FY 12-13
Y
SK
SPARTA LP SE
HOLDE R LN SE
S
RIALTO AV
S
RING S RD
VITAE SP
G
S P RIN
VITAE
ES
VITA
G
P RIN
Y
SK
E
KEVIN WY SE
DR S
ROCK CREE K
SE
KHYBER CT SE
KASHM IR ST SE
TAMARA AV S
HAYWARD ST S
TORRANCE ST S
DAVIS RD S DAVIS RD S
TU
SC
MILANO AV
AN
S
S
EB
L
KANUKU S T S
S
EE
Stormwater, FY 14-15
N
LI
RD
S
DAVIS RD S
CT
KU
RD
AV S
E
JO
S
M ANS
NS
T
FAIRV IEW AV SE
CO
R
Stormwater, FY 13-14
DAVIS RD S
R
NE
AV S
E
CO
OA
EWALD AV SE
E WALD AV SE
10TH ST SE
C
CEDARCREST DR S
MAP LEW OOD CT
S
LE
ARL
ENE
WO O D
7T H AV SE
E
DR S
QUAIL RUN LN S
Category, Fiscal Year
PRE S S
KANUKU CT SE
S
N
TY
FIELDCRES T CT S
KASHMIR DR S
AV
SE
LOR
I
BOO
SE
RS
STA
TE
A AV SE MADRONA
AV SE
E
ST S
SUMME RCREST DR S
KIMERON ST SE
RD
E
TN
E
GEORGIA AV SE
MADRON
IAL
SANDSTONE CT S
KUEBLER BV S
KATHY CT S KAT HY
ST S
KAMELA DR S KAME LA DR S
W OOD
CHARLE NE ST S E
MB
CU
ET Z
ST
FURRIER LN SE
ER C
K
DS
UB
AD ES D
R SE
IDYLWOOD DR SE
SE
PL
OA
D
RE
DR
S
TREE MONT CT S
MAP LE
Stormwater, FY 12-13
JUS TICE ST S
NE R
R SE
IF F D
AT CL
O MM
S
JUL IET WY S
ARL
ENE
A V SE
BOO
HR
P ALIS
DY
YN
LL
Line CIP Projects
DR
E
SE
CIN
A
Water, FY 14-15
TRY
R BV S
KS
TS
SE
SE
GOR
Y LN
E
B
BALLY NTYNE RD S
UN
KUEBLE
E
CT
APPE AL
BALLY NTYNE RD S
CO
OO
WY
SE
KUEBL ER RD S
N
LI
S
RD
DANIEL ST S
KUEBLER RD S KUEBLER RD S
Y
SK
S
KUEBLER RD S
JOPLIN S T S
PL
DR S
Water, FY 12-13
BALLY NTYNE RD S
Y
21ST AV S
Wastewater, FY 16-17
BALLY NTYNE RD S
JU
W
AV S
MT K U E
R
B LE
S
GOODIN PL S
Wastewater, FY 14-15
ROSEY VIEW ST S
O W HEE C T
E
IC
ST
BR
GRE
SE
DS
MARILYN ST SE
EC
JULIET CT S
PE M
B ER T Y
ST
MCKINLEY ST SE
MIZE RD SE
Y SE
TN
LF
857
SE
N
HARRISON ST
NE
PE
A
HOYT ST SE
VISTA AV SE
ST S
S
AU S
U RA
CT S
21 ST
MURHAMMER LN S
NT
I
IET T
A
W
NTE
E
GLACIER CT SE
CIAL
JU
S
S
MA R
HRU
ITAGE
B
W Y S ET Z R
D
S
LN
TS
DR
TH
14
L
G H O L OW
NE
N
HERM
CR
JU
JUNTURA CT S
MURHAMMER LN S
CT S
JUNEAU CT S
S PR IN
18 TH PL S
RS
CT S
JOSEPH ST S
MARTINSSON LN S
Wastewater, FY 13-14
19 TH
20 TH
Wastewater, FY 12-13
CENT U RY D
A
IS
LP S
JORD A
1
SE
INNSBROOK CT
SE
FRIENDS HIP
AV SE
EW
ION
HILLE NDALE DR SE
ME R
MATTHEWS LP
S
S
Parking Structures, FY 16-17
E
MIZ
ER
D
OM
ELC
E
ES
MORNINGS IDE ST SE
COM
Parking Structures, FY 15-16
TTH
MA
LONEBROOK CT SE
TN
ST
IUM
WAY SIDE TR NE WAYSIDE TR NE WAYSID
E TR NE
WOODRO W ST
NE
DB
INLAND DR S
WY S
NS
S
IN
TS
TN
E
NE
W
SCO TT O
CUNNINGHAM LN S
S
LP
WS
AL
AV
D
W IN
ELF AV SE
INLAND DR S
CUNNINGHAM LN S
LE O
N
A SE
SE
SE
CT
ALLISON
CE
E
S
Parking Structures, FY 14-15
ILER ST S
E CH
CT
TN
UN
N
LI
ES T
SE
AV
S
LL
TS
NT
OI
AL
I
FLORENCE AV NE
SE
PRINGL E RD
WC
R
CHA
IDE
SE
HARRIS AV SE
E
YS
GW
ON
SO
DE
HINE S ST SE
SHAM ROCK DR SE
E
RKE
NE
LL
S
HS
T
E
SUNNYV IEW RD
NE
RW
AY
S
I N TH
NE
RD
ON
RT
IE
V IE
BERNDT HI
LL DR S
OOD L
NS
BER
SHA
MA
HEATHER LN SE
HEATHER LN SE
BROWNING AV SE
E
N
RD
LI T T
LE
VE
HA
WARREN ST S
LOCK
W
DR S
Parking Structures, FY 13-14
LN S
MES A ST S
MITZ UR ST S
HOVENDEN CT SE
G AV S
ST
NE
SS
T
DS
AC
NE
R
VE
SIL
NE
V
IR
LN S
R
BROWNING AV SE
NIN
BROW
LAM
KE
TA
ST
NE
TS
DR
D ONA
V
SIL
FA
IGNE
N
D
UD
BROWNING AV S
F RIAR C T
SE
UR
EY
BE
AC
P EN
MONTA
OW
BROWNING AV S
DWIGHT
S
BR
G
IN
BROWNING AV S
S
HOLM ES CT
TN
E
INE
E
VS
S
S
Parking Structures, FY 12-13
DV
AV
E
REDHILL DR SE
SE
D
NL
N
G R A N DO
EWALD AV SE
SE
R
Library, FY 12-13
CHARLES AV S
BL
MARY AV SE
HARRIS AV SE
OD
ST
V
SIL
NE
RD
GS
TN
E
AS
TN
E
HEAT HER
LN SE
E
AV S
T
R
MADRONA AV SE
SE
L ST
ES
EWALD AV SE
EM
E
SE
HOYT ST
MADER AV SE
HARV
ARD C
T SE
EWALD AV S
VISTA AV SE
SE
CIA
CR
GARLO CK AV S
ST
S
FAIRVIEW AV SE
I F F DR SERATCLIFF DR SE
ME R
EW
LN
V IE W
STAR
S
S RD
NORMANDY AV S
HARN E Y
SE
MCGILCHRIST ST SE
NORWOOD ST SE
MADRONA AV
MA
BE
LM
SE
E RD
DR S
S
Historic Structures, FY 15-16
VI
WINDGATE ST S
SE
VEY
HAR
NG
MIMOSA ST S
MADRONA AV SE
DR
A V SE
COM
S
RI
SP
ST
S
MADRONA AV S
DO
NE
NE
L
PRING
L
CT
IN
D
NE
UN
HOWARD ST SE
D
SE
A
OD
60039
R
T
LS
D
LW
O
RD LN S
R
GBIRD
R
TC
R
E
IV
MOCKIN
ON
Historic Structures, FY 14-15
RE S
SC
TM
S
DEER RUN AV
HIL
S
LILLIGA
Historic Structures, FY 13-14
TS
DR
D
ST
TN
E
NE
NE
CH
CO
CROSS ST SE
HOYT ST
IA
R
HEA
TH S
DL
ER
ST
SE
ELECTRIC AV SE
RC
S
S
MADRONA AV S
AN
EE S
NT
ST
NS
T
P IN
RURAL AV SE RURAL AV SE
E
MM
ER
R IVER R D S RIV
RD
D
CH
TN
MO
GA
ET
NS
TN
E
LEW IS ST SE
CO
DR
R
ER
IV
TS
TH S
HEA
MADRONA AV S
D
S
GRAY OAK LN S
RD S
HAMLET CT S
LE
Historic Structures, FY 12-13
HO
E
M
ST
D
EA
DR S
SALEM HEIGHTS AV S
NG
IA
S
E ST E R
TS
TR
DORCH
YC
C DR S
E
H UC K L EBE R R
A
L ST S
S
R IV ER RD S
DR
CR
UM
TIMBER CT S
SOUTHVIEW PL S
ER
ST
NS
T
A V SE
DR
CH
AM
O
PI
NS
P
HI
RD S
DOWNS ST S
AV S
KING ST S
ST
TS
E
F
IA
DO
L
T OR R E Y P I N E S
RI
RIV E R
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Common Utility Facilities, FY 12-13
A DO L P S
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R
VE
RI
RD
A
MISS OURI
E RCIA
AC
DR
S
RS
D
R EE
C H E R OKE E D R S
GR
VISTA AV SE
KS
UF
AC
S
NAL
Airport, FY 15-16
S
T CT
ICKE
TS
YC
WALDO AV SE W A L
HANSEN AV S
OA
VU
E
KUMLER ST SE
CULVER LN S
C OMM
IV
S
D
S
S
R
R
ER
RD
N
HANSEN AV S
BE
LLE
JUDSON ST SE
SE
SE
RI A
S
V
HOYT ST SE
E
ALICE AV S
RIO
OXFORD ST SE OXFORD ST SE
W IL D
S
ES
TS
E
SE
CROSS ST SE
LO W E R B EN L O
M
T IL L M A N A ON
BOICE ST S
CANDALARIA BV
BEL
RK
TN
E
NO
SH
IP
HO
NE
LEF FEL LE ST SE
R
UR
U
T
ES
LP
OR
RIV ER RD S
IN G T
S
NS
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LEF FEL LE ST SE
S
S
CO
T
KC
LP S
S
RIAN
RD
ES T
IV E R
EQ U
SR
D
RR
E
IV
R
Airport, FY 13-14
B U RN
P
LF
LIN
EQ
A NA TIO
SCAR A L
MA
HINES ST SE
HOWARD ST SE
OHMART AV SE
ION
WALLE R ST SE
V
C
A
E RT ST S
GO
Airport, FY 12-13
G U ST
BB
MIS
S IO
WILBUR ST SE
SONORA WY S
E ST
S
E
DS
STA
TE
MIL
LS
MIS
S IO
W
VI
Category, Fiscal Year
S
BOLTON TR
S
Point CIP Projects
BOIC
TN
AV NE
DR
S
D
MCGILCHRIST ST S
ST
ST
NE
NE
N
R
E
RURAL AV SE
JUDSON ST S
CE
NT
STA
TE
SE
JER RIS AV SE
S
NE
SE
OX FORD ST SE
HOYT ST S
ST
MA
OD
SO
NS
PIN
E
NE
OL D CHEMAW A R D
CL
AX
HY
NE
HICKORY ST NE
NE
ST
MA
R
ST
UN
SS
T
PRINGLE RD SE
UR
R
E
IV
RN
S
ALVARADO TR
CRESTV IEW DR S
H
SC
Legend
BU
ER
LINCOLN ST
SE
RURAL AV S
NS
TN
E
TS
E
CROSS ST SE
LUT HER ST S
HOY T ST S
CO
NS
TS
NE
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UN
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NE
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SE
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PL
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FA
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SUPE RIOR ST
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WIL SO N ST SE
LEF FEL LE ST
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DIS
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CL
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60685
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LUTHER ST
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BUSH ST SE
MILLE R ST S
WIL SO N ST S
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MINTO ISLAND RD S
STA
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13TH ST SE
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61387
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60234
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SOUTH ST NE
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60671
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60741
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GROVE ST NE
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MCDONALD ST
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60685
TH
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60740
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60671
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884
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7T H
60671
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W
NW
ST
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NW
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D
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B
AV NE
C
LA
NW
NW
ST
H
6T
N
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AG
GA
60671
GLEN CREE K RD NW
W
ST N
9T H
NW
ST
7T H
W
N
ST
H
7T
NW
ST
H
7T
GLEN CREEK RD NW
H
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VAN NESS AV NE
LOCUS T ST NE
V IE W D
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BIL
CHERRY
L
WA
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TRYON AV NE
PINE ST NE
RIVER ST NE
JE F
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BLILE R AV NE
SPRUCE ST NE
ACADEMY ST NE
60741
60671
TAYBIN RD NW
ST
SA
L
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TAN
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PE
NW
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CH E R RY
R
D
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W
D
NE
CR
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CHELAN ST N
NORTH
NE
IN
INL
MA
NE
JOHNSON ST NE
COLUM BIA ST NE
60741
CAMEO ST NW
N
AV
E
ST
TULIP LN NW
RTH
G
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E
ST N
ER
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TN
AC
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LN
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CANDLEWOOD DR NE
AN
SHANG RI LA AV NE
HICKORY ST NE
PINE ST NE
GROVE ST NE
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LL
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NW
ST
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T
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61379
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NW
NW
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BONNIE W
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Y
NW
NW
DR
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KAL
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NW
NW
NW
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NW
W
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6T H
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RD
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6T H
LOW E
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3
N ST N
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W
NK
NW
NW
FRA
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ST
NW
NW
ST
ND
RD
3
2
M
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L
NW HW
E
W
W
ST LAS
N
TN
R
L
S
ST
T E DA
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WA M
2N
TOW ER DR
G E AL E
NW
NW
NW
S
ED
ST
W
ST
N
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3R
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ST
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2N
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RP
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N
NW
RV
AV
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NT
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MO
UPPER LA V IS T
DR N
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P
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W
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M
N
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CT
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NW
LOWER LA VIS T A
EW
RO
ST
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N
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A
S
W
LO
N
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AK
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R
R
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FA
NW
CR NW
R
PO
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PA
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S A LE M D
RA
DI
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P
RO
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CT
R
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NW
TE
W
A
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D
G
DR
ED
NW
B
E
BALD EAGL E AV NW
W
VN
YA
L
WA
ENGEL CT NW
NW
JEW EL ST NW
ES
PINE ST NE
N
SE
R NW
EO LA DR
CIT RUS
NW
PL NW
GLEN CREE K RD NW
E
B
BEAVER LP N W
LYNDA LN NW
NONA AV NW
LEFO R D
NW
T DR
CRES
W
RN
DD
OO
EO LA D
W
HICKORY ST NE
NW
AV
RY
W
LN
NW
NA
DA N A N
V W
SUM MIT AV NW
US
D
NE
BLIL ER A V
NE
PY
M
E
L
SA
TRYON AV NE
TAYLOR ST NE
EMPIRE ST NW
MC
N
GE
NW
YP
NW
W
RN
WD
NW
VIE
I DR
PAL
AV
E K RD NW
RWIN
NW
D CT
NW
DR
ROL
RE
E
L IN
AV
EM
NW
DEE
ST
MI
NW
R
TR
R
HIL L
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SU
T
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TA
RD
SA
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61379
ST
GW
NW
DA L
RN
KIN
EO LA D
W
PO
PC
O
LARKS PUR LN NW
VN
HA
RT
IN
NW
PTAR
IL L
LUP IN LN NW
GE
D
ST NW
DH
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WW
R
N
Y
RD
W PTARMI
GAN
CASCADE DR NW
A
IN
W
G
K
MI
N
ST
N
GA
NW
MULE DEE R ST
EOLA DR NW
TH
S
ST NW
MIGAN
UR
H
W
R RD N
W
N
GEHLA
NW
W
ASTE R ST NW
R
AV
EOLA DR NW
D
E
R
K
LN NW
LUP IN
NV IE
BRIANA CT NW
DR
EO LA
W
FA
ST
N
AV
EOLA DR NW
UPPER BRECKENRIDGE LP NW
R
BASSW OOD ST NW
AV
EE
D R NW
AN
NW
T
VE
BELVEDERE ST NW
BEGONIA
DR
GH
O
ST N W
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EL
CR
K CT
NW
O
DE RE
M
LI
F
NW
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LVE
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AR
PT
GL
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AG
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BE
AK
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D
GLE
DO
D
R
W
WILDWOO D CT NW
RD
RY
ER
T
HA
PN
PL NW
30 TH
NW
JAY CT NW
C
FORT HILL AV NW
GRAY
NW
P
RY
C
D
T S R NW
CT
CENTE NNIAL DR NW
K
A
R
FE
OR
OLYMPIA CT NW
ST NW
D
32 N
CHAMPLAIN CT NW
S
IT
W
W
RIVIERA DR NE
HARRITT DR NW
RITT D R
GH
N
D
SUNDANCE
ROUND TREE AV NW
N
R
ORCHARD HEIGHTS RD
NW
NW
DR
H AR
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ST NW
H
CO
NW
GOL DCREST AV
RL
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V NW
HO A
WO
O
NIE
DAISY LN NW
ISLANDE R AV NW
ORCHARDVIEW AV NW
RA
OLD FARM AV NW
OW
SN
REDW OOD ST NW
CHUKAR CT NW
RD
E R PL
NW
AMMON ST NW
TOUCAN
RD NW
BI
HEMLOCK ST NW
CRESTHILL AV NW
REDWING CT NW
ORCHARD HEIGHTS
NT
E
MAYFLY AV NW
E R AV N W
BEN
IV E R
NW
D RD
C
LA
ORCHARD HEIG
HTS RD NW
G
ASHLAND CT NW
ARCHER CT NW
NW
S RD NW
NW
O N AV
R ST
NW
ORCHARD HEIGHT
TON AV NW
RD
PL NW
IN
GT
RIVER BEND RD NW
WAKEFIEL D CT NW
LAMBERT ST NW
A
SH
RO
L
SA
NE
DR
R
DE
AL
NE
DELMAR DR NDELMA
R DR N
R
WHITCOMB CT NW
NNE
IG H
ST NW
PLYMOUTH DR NE
PLAZA DEL REY
AL
W
WAY M
IRE
W ILSHI R E
STARK ST N
A
WIMBLEDON CT NW
DRU
HE
NW
C
W
ROA
A RD
TS
ORCHARD HEIGHTS
CH
W
NW
NW
OR
N
RD
RD
ECHO DR NW
D
E
AC
S
NW
RN
WIL MING
CT
LD
D
R
WEEKS DR N WE EKS DR N
WEEKS DR NE
GARLAND WY N GARLAND WY N
A PP
E
L E BLOSSOM A V N
LL
ECH
O
O
CANDLEWOOD DR NE
S
A
T
AD
S CT
NW
NW
DH
E IG
H
D
RA
OOD
R
HA R
C
A
OR
OL
OR
D
O RC
EME RALD DR NW
OD
EM
E
ONW
W CT N
W
857
C A DE ST NE
W
EME RALD DR NW
GIBS
E
NW
NW
NW
W
R N C OL
RD
LL EGE RD
BRUSH CO
MOR R O
DR
GE
NE
WC
T
C
NE
AV
W
RRO
LL
A
NE
AV
N
MO
LE
ON
OL
W
A
NE
ST
SHADY LN NE
WEEKS DR NE
N
SH
BROOKSIDE AV NW
US
HC
TN
D
AL
KRYSTI CT NE
NE
BR
C O LLEGE RD NW
AV NW
OOD A
V NW
OK S
NO
TE AKW
NW
NW
NW
BRO
WIESSNE R DR NE
RING ST NE
BEVER DR NE
R C A S DR N
DO
PL
LN
MIN AV
K
CLEARVIEW AV NE
SHADY LN NE
GLY N
KS
BENJ A
OA
SY
NW
NW
RY E LN
IN
ES
D
OOD
TW
NW
ANGIE WY NE
RY AV
ER
RD
NN
HE
EG
BANY
O NW
ULLMAN
AV
E
OO
LL
LA
C
HOLLY HOCK PL N
BRANDON AV NE
NE
E
EB
BE
CHER
CO
W
AL
ND
RT
HA
N
DR
R
RD
U
BR
US
H
NW
MO
AL
SAM ORCUTT WY NE
HOMEWO OD CT N
D
H
LL E G
E
CO
BR
DR
NW
LN
N
DR
T
NE
L E GE R D N W
M ET
NE
N
ST
KL E
V
TA A
EM
HO
SUC
NEY
DENNIS LN N
V NE
RY A
TIMOTHY DR NW
IAN AV NW
U SH C
BR
OL
EL LE N LN NW
DENNIS LN N
SUNS ET AV N
NE
ST
ARLE
LOCKHART DR NW
ELL EN LN NW
SUNS ET AV N
ST
O
LE
OY
TR
CHER
NW
GIBSON RD NW
NW
ROGERS LN NW
ANDREW AV NW
LARRY AV N
NE
NUT TRE E D
R
R
ST D
EMILY AV NW
PECAN CT NW
CRE
AV NW
OAK
NAUT
IL US
LAKE VANES SA CR NW
LARRY AV N
NE
BR
NW
MI C H IG AN CITY L N
MICHIGAN CITY LN NW
RY AV
MICHIGAN CITY LN NW
M
G
AR
N
DE
GA
WAYNE DR N
NW
N
CHER
VA NES S A C R
MANBRIN DR
ANBR
NE
IN DR
C
NE
KEIZ ER RD
DIXON ST NE
ST
DR
N B V NE
JORIE LN
NE
DREXLER LN NE
KEIZER RD NE
IVY WY NE
EV E CT NE
MANBRIN DR N
NE
DEARBO RN AV NE
E
TN
T IO
NE
NE
MAY ST NE MAY ST NE
O
LE
TA
LUCINDA AV NE
D
CH E MA W A R
GREENWOOD DR NE
CT
PA
E
NE
PET TY GROVE CT
LAWLE SS ST NE
GREENW OOD DR NE
LA
OD
LE
MENLO DR N
MC
MENLO DR N
MARINO DR N MARINO DR N
MARINO DR N
H
O
NE
L AN
CHE
IVY WY NE
CT
ET
C
IL
N
ST
E
MENLO DR N
WY
L N NE
MENLO DR N
DIETZ AV NE
CUMMINGS LN N
IM E
A
VE RD
CUMMINGS LN N
JUEDE S AV N
ET
E
CUMMINGS LN
N
MAINE AV NE
JUEDE S AV N
I NGT
N
RAFAE L AV N
LINDA AV NE
R
CH
W
EMA A L P
DONNAN PL NE
DUNLIN CT NE
EVANS AV N
W
AV
MONEDA CT N
N
EVANS AV N
GL
NE
SHEL BY LN
DEARBORN AV NE
E
E
ST N
NE
DR
IA
KIN
NE
DEARBORN AV N
KESTREL ST NE
TN
FREEMAN CT NE
LN
CHURCHDALE AV N
LY S
K
LM
KA
CLAGGETT ST NE
TEPPE R LN NE
CT NE
TY NE L
CT NE
CD
RN
E
EUGENE CT NE
D
EVA
NS
K
YA
KA
DO
CARILOR CT NE
A
JANE T AV N
W
MO
C
LOST LN N
KEL
T NE
E
YN
TEPPE R LN NE
ALDINE DR NE
MADALYN
R
CHEM AWA RD N
E
DA
CHEM AWA RD N
SANDY DR N
N
WS
TN
E
E
CLAGGETT CT N CLAGGETT ST NE
CHEM AWA WY
C
LIS A
FLAG STONE CT NE
E
N
CT
JENT IF
SAUNDRA LEE
WY NE
A
VN
AV
V IE
ST N
OOD
R
VE
EL
A
MAX CT N
E
AV N
A
LOCKHAVEN DR NE
LAW
N
K
ROSE P A R
MARIGOL D ST NE
MANDARIN ST NE
HW
LARC
N
LN
MANZANITA ST NE
H
13 T
FA
D
N
MISTWOOD DR NE
NE
E
Y
STONE HEDGE DR NE
MEADOWLARK DR NE
NE
A
N
W
R N LOCKHAVEN DR N
CHEHAL IS PL N
DR N
O
N
LO
DE
N
T PL
KE P OIN
EN D
CKHAV
NA
CR
R
NE
HAR
MON
GA
Y DR
VN
NE
E
BAIL EY RD NE
AV
LAKEFAIR PL
N
VN
RA
M
R
E
ME
LO
N
PE
E
AV
YS TAL SPRINGS LN N
CR
LOCKHAVE N DR N
CRATE R A
TU
N
CT
TR E V INO
LA
LAKEFAIR PL N
DEARBORN AV N
E
EL IN
N
SHO R
E L AV
R
TN
E
DN
ESPANA AV N
N
VN
IL A
DR
N
N
A T ES DR
DC
WY
ANITA
TRA
AN
DA AV
MCNARY ESTATES DR N
T
Y ES
AR
MA N Z
OO
S
HI
TH
11
SL
RI
DN
W
RAFA
JUNIP ER ST
VE
N
SNEA D D
N
W
ING
SW
N
SO
RAFAEL AV N
EAS TW IND CT
N
N
N
RD
ND
ER
RIVERWOOD CT N
MON E
CHEM AWA RD N
LE EWARD CT
N
RA AV
R
D
WI
N
CO
EG
TN
ALEXIS LN N
VE NT
U
SNEAD DR
N
W
AN
N
RIVERWOOD DR N
TL
EA
N
RD
JODELLE C T
LL
ARD C
L
FOUNTAIN C T N
PR
O
JULIE ST N
KOALA ST N
ORCH
RD
SONATA LN N
BOWDEN LN N
FIRVIEW PL N
CHEM AWA RD N
US
H
LN N
I
TH
WH
DR
D
CHEM AWA RD N
GOL DEN LN N GO
LDEN
PA
LM
E R DR N PAL
ME
N
HOGAN DR
N
AN
N
ISL
DR
R
R
SO
CHEM AWA RD N
CYNT HIA CT N
O
H E IGHTS DR N FO
T L E TOE
LP
M C N A RY
NE
T
LC
N
O
ND
WILLOW LAKE RD N
BR
61209
TRENT AV N
P I NE S D R N
E
PT
E
AY
PL
WI
LIT
TL
E
AM
LOCKHAVE N DR N
EN LN N
DR
CAS T
DR
CR
61207
61208
B O WD
N
N
Capital Improvement Projects
2012/13 through 2016/17
GA
N
NAPLE S ST N
N
CASP ER DR
HO
NAPL ES ST N
K L P NE
N
BOLF TR
ATTACHMENT 3
ANNUAL SEWER BYPASS AND OVERFLOW REPORT
Sanitary/Sewer Overflow Reports - By Event
Page 1 of 3
City of Salem
By Event Report.
Event: 221
8/29/2012 to 8/29/2012
Location
315 Commercial St SE
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
42-472001
Pringle Creek
Pringle Creek
Amount
360
Total Overflow:
Event: 222
10/8/2012 to 10/8/2012
Location
315 Commercial St SE
360 Gallons
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
42-472001
Pringle Creek
Pringle Creek
Amount
10
Total Overflow:
Event: 223
Location
UNION STREET
11/19/2012 to 11/19/2012
Intensity: >2YR-24HR
MH/CO
Sanitary Sewer Basin
Receiving Stream
42-476006
Willamette River
Willamette River
Total Overflow:
Event: 224
12/3/2012 to 12/3/2012
Location
1500 Canary Ct NE
Amount
11,300,000
11,300,000 Gallons
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
57-476071
Little Pudding
Little Pudding River
Total Overflow:
Event: 225
Location
269 Mountain Vista Av SE
12/10/2012 to 12/20/2012
10 Gallons
Amount
450
450 Gallons
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
36-448035
Waln Creek
Waln Creek
Amount
1,000
http://msweb3/overflow/Reports.aspx?frmOpt=By+Event&frmFrom=07%2F01%2F2012&frmTo=06%2
7/3/2013
Sanitary/Sewer Overflow Reports - By Event
Page 2 of 3
Total Overflow:
Event: 226
1/10/2013 to 1/10/2013
Location
6923 Blossom Ave NE
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
60-502014
Labish Trunk
Labish Ditch
Total Overflow:
Event: 227
1/19/2013 to 1/19/2013
Location
2255 Eola Dr NW
Sanitary Sewer Basin
Receiving Stream
30-474072
Eola
Turnage Brook
Total Overflow:
Location
711 Welcome Way SE
1/21/2013 to 1/21/2013
Sanitary Sewer Basin
Receiving Stream
42-456012
Pringle Creek
Pringle Creek
Total Overflow:
Location
3060 Industrial Way NE
2/26/2013 to 2/26/2013
2,000
2,000 Gallons
Amount
6,800
6,800 Gallons
Intensity: NON-STORM
RELATED
MH/CO
Event: 229
Amount
Intensity: NON-STORM
RELATED
MH/CO
Event: 228
1,000 Gallons
Amount
3,000
3,000 Gallons
Intensity: NON-STORM
RELATED
MH/CO
Sanitary Sewer Basin
Receiving Stream
48-484032
Claggett Creek
None Affected
Total Overflow:
Event: 230
Location
3/17/2013 to 3/17/2013
MH/CO
Sanitary Sewer Basin
Amount
30
30 Gallons
Intensity: NON-STORM
RELATED
Receiving Stream
Amount
http://msweb3/overflow/Reports.aspx?frmOpt=By+Event&frmFrom=07%2F01%2F2012&frmTo=06%2
7/3/2013
Sanitary/Sewer Overflow Reports - By Event
315 Cameo St NW
39-478082
Willamette River
Page 3 of 3
Willamette River
Total Overflow:
Grand Total:
5
5 Gallons
11,313,655 Gallons
http://msweb3/overflow/Reports.aspx?frmOpt=By+Event&frmFrom=07%2F01%2F2012&frmTo=06%2
7/3/2013
Sanitary/Sewer Overflow Reports - Event Report
City of Salem
Page 1 of 9
Overflow Event Report
Type: Non-Storm Related
Event: 221
Intensity: NON-STORM
RELATED
Date Started: 8/29/2012
Time Started: 10:00
Highest 24hr Precip:
Date Ended: 8/29/2012
Time Ended: 16:00
Highest Rain Gauge #:
Overflow Total: 360 Gallons
Event Information:
Contractor constructed a temporary bypass line for use during the Commercial St Bridge replacement
project over Pringle Creek. The line loosened up and slowly dripped an estimated 360 gallons of sewage
onto the creek bank. No sewage entered Pringle Creek so no sampling or sign posting was necessary.
There was a time delay of approximately 3 weeks from the time the spill was noted and Environmental
Services was notified. OERS was notified as soon as were told about the event and the DEQ Online SSO
Report was completed and submitted. The spill was estimated at 1 GPM for about 6 hours.
Individual Overflow Locations
315 Commercial St SE
Contractor constructed a temporary bypass line for use during the Commercial St Bridge replacement
project over Pringle Creek. The line loosened up and slowly dripped an estimated 360 gallons of sewage
onto the creek bank. No sewage entered Pringle Creek so no sampling or sign posting was necessary.
There was a time delay of approximately 3 weeks from the time the spill was noted and Environmental
Services was notified. OERS was notified as soon as were told about the event and the DEQ Online SSO
Report was completed and submitted. The spill was estimated at 1 GPM for about 6 hours.
Total Rainfall: 0
Type: Non-Storm Related
Event: 222
Intensity: NON-STORM
RELATED
Date Started: 10/8/2012
Time Started: 07:00
Highest 24hr Precip:
Date Ended: 10/8/2012
Time Ended: 07:30
Highest Rain Gauge #:
Overflow Total: 10 Gallons
Event Information:
Contractor constructed a temporary bypass line for use during the Commercial St Bridge replacement
project over Pringle Creek. The line loosened up and slowly dripped an estimated 10 gallons of sewage
onto the creek bank. No sewage entered Pringle Creek so no sampling or sign posting was necessary.
OERS was notified at 13:30 hours. The DEQ Online SSO Report was completed and submitted. The spill
was estimated at <1 GPM for about 30 minutes.
Individual Overflow Locations
315 Commercial St SE
Contractor constructed a temporary bypass line for use during the Commercial St Bridge replacement
project over Pringle Creek. The line loosened up and slowly dripped an estimated 10 gallons of sewage
onto the creek bank. No sewage entered Pringle Creek so no sampling or sign posting was necessary.
OERS was notified at 13:30 hours. The DEQ Online SSO Report was completed and submitted. The spill
was estimated at <1 GPM for about 30 minutes.
Total Rainfall: 0
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Type: Storm Related
Event: 223
Intensity: >2YR-24HR
Date Started: 11/19/2012
Time Started: 15:18
Highest 24hr Precip:
Date Ended: 11/19/2012
Time Ended: 23:15
Highest Rain Gauge #:
Overflow Total: 11,300,000 Gallons
Event Information:
Saturday Noverber 17, 2012 thru Monday November 19, 2012 heavy rainfall was recorded by the City's
network of 24 tipping bucket rain gauges (1 was inoperable).The strategically located rain gauges aare
located throughout the cities of Salem, Keizer, Turner, and Stayton revealed a 24-hour storm event with the
heaviest precipitation 4.57" recored over a three day period at Rain Gauge #11 (Skyline Water Res.) 2365
Davis Road south.
WILLOW LAKE WATER POLLUTION CONTROL FACILITY (WLWPCF)
WLWPCF reached secondary select treatment (80 mgd) on November 18th at 0727 hours. The Peak for
the Plant wes 131.53 mgd on November 19th 2012 at 1915 hours.
NORTH RIVER ROAD WET WEATHER TREATMENT FACILITY (NRRWWTF)
NRRWWTF was started up on November 18th at 0930 hours. PEFTF reached max flow 50 mgd on
November 19th 2012 at 1630 hours. Flow was treated and discharged to the Willamette River at 0250
hours on November 19th.
Individual Overflow Locations
UNION STREET
The Union Street overflow (NPDES #003) activated on November 19th 2012 at 1518 hours. The overflow
stopped at 2315 hours on November 19th 2012. The estimated overflow amount was approimately
11,3000,000 gallons.
Rain Gauge #: 2
Salem City Shops
Area: Central East Salem
1410 20th St. SE
Saturday, November 17, 2012
11:59
1.14 Inches
Sunday, November 18, 2012
11:59
1.02 Inches
Monday, November 19, 2012
11:59
2.01 Inches
Total Rainfall: 4.17 "
Rain Gauge #: 3
Jan Ree Water Well
Area: Northeast Salem
4370 41st Av. NE
Monday, November 19, 2012
Saturday, November 17, 2012
11:59
11:59
2.18 Inches
0.93 Inches
Sunday, November 18, 2012
11:59
0.95 Inches
Total Rainfall: 4.06 "
Rain Gauge #: 4
North River Road Diversion
Area: North Central Salem
3100 River RD N.
Saturday, November 17, 2012
11:59
0.9 Inches
Sunday, November 18, 2012
11:59
1.02 Inches
Monday, November 19, 2012
11:59
2.14 Inches
Total Rainfall: 4.06 "
Rain Gauge #: 5
Area: Central Northeast Salem
Kaiser Permanente
2400 Lancaster Dr NE
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Sunday, November 18, 2012
11:59
0.83 Inches
Saturday, November 17, 2012
11:59
1.05 Inches
Monday, November 19, 2012
11:59
2.05 Inches
Total Rainfall: 3.93 "
Rain Gauge #: 6
Area: West Salem
Saturday, November 17, 2012
Mountain View Reservoir
1616 Orchard Heights NW
11:59
0.71 Inches
Sunday, November 18, 2012
11:59
1.03 Inches
Monday, November 19, 2012
11:59
1.92 Inches
Total Rainfall: 3.66 "
Rain Gauge #: 7
Salem City Hall
Area: Downtown
555 Liberty St SE
Saturday, November 17, 2012
11:59
0.99 Inches
Sunday, November 18, 2012
11:59
1.09 Inches
Monday, November 19, 2012
11:59
1.97 Inches
Total Rainfall: 4.05 "
Rain Gauge #: 8
Battle Creek Sewer Pump Station
Area: Southeast Salem
6111 Commercial St SE
Saturday, November 17, 2012
11:59
1.25 Inches
Sunday, November 18, 2012
11:59
0.74 Inches
Monday, November 19, 2012
11:59
1.73 Inches
Total Rainfall: 3.72 "
Rain Gauge #: 9
Cordon Rd Sewer Pump Station
Area: Central East Salem
5057 MacCleay Rd SE
Saturday, November 17, 2012
Sunday, November 18, 2012
11:59
11:59
1.12 Inches
0.8 Inches
Monday, November 19, 2012
11:59
2.07 Inches
Total Rainfall: 3.99 "
Rain Gauge #: 10
Fire Station #7
Area: South Salem
4730 Liberty Rd S.
Saturday, November 17, 2012
11:59
1.27 Inches
Sunday, November 18, 2012
11:59
0.96 Inches
Monday, November 19, 2012
11:59
1.65 Inches
Total Rainfall: 3.88 "
Rain Gauge #: 11
Skyline Reservoir
Area: South Salem
2365 Davis Rd. S.
Saturday, November 17, 2012
11:59
1.48 Inches
Sunday, November 18, 2012
11:59
1.1 Inches
Monday, November 19, 2012
11:59
1.99 Inches
Total Rainfall: 4.57 "
Rain Gauge #: 12
Area: South Salem
Sunday, November 18, 2012
Salem School Administration Bld.
2575 Commercial St. SE
11:59
1.05 Inches
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Saturday, November 17, 2012
11:59
1.19 Inches
Monday, November 19, 2012
11:59
1.88 Inches
Total Rainfall: 4.12 "
Rain Gauge #: 13
Pumilite
Area: West Salem
1690 Edgewater
Sunday, November 18, 2012
Saturday, November 17, 2012
11:59
11:59
1.14 Inches
0.94 Inches
Monday, November 19, 2012
11:59
2.05 Inches
Total Rainfall: 4.13 "
Rain Gauge #: 14
Turner Fire Station
Area: Turner
7605, 3rd St Turner, Or
Saturday, November 17, 2012
11:59
0.97 Inches
Sunday, November 18, 2012
11:59
0.79 Inches
Monday, November 19, 2012
11:59
1.93 Inches
Total Rainfall: 3.69 "
Rain Gauge #: 15
Geren Island
Area: Watershed
Geren Island Water Source
Monday, November 19, 2012
11:59
2.12 Inches
Saturday, November 17, 2012
11:59
0.88 Inches
Sunday, November 18, 2012
11:59
0.72 Inches
Total Rainfall: 3.72 "
Rain Gauge #: 16
Clear Lake
Area: North Keizer
Clear Lake Fire Station.
Saturday, November 17, 2012
11:59
0.72 Inches
Sunday, November 18, 2012
Monday, November 19, 2012
11:59
11:59
0.89 Inches
2.12 Inches
Total Rainfall: 3.73 "
Rain Gauge #: 17
Area: South Salem
Sprague High
Sprague High School
Sunday, November 18, 2012
11:59
1.1 Inches
Saturday, November 17, 2012
11:59
1.41 Inches
Monday, November 19, 2012
11:59
1.87 Inches
Total Rainfall: 4.38 "
Rain Gauge #: 18
Area: North Salem
North Salem High School
765 14th St NE
Monday, November 19, 2012
11:59
1.93 Inches
Saturday, November 17, 2012
11:59
0.98 Inches
Sunday, November 18, 2012
11:59
1 Inches
Monday, November 19, 2012
11:59
2.06 Inches
Total Rainfall: 5.97 "
Rain Gauge #: 19
Area: Southeast Salem
Sunday, November 18, 2012
Halton Rental
3850 Turner Rd SE
11:59
0.76 Inches
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Saturday, November 17, 2012
11:59
1.18 Inches
Monday, November 19, 2012
11:59
1.91 Inches
Total Rainfall: 3.85 "
Rain Gauge #: 21
Keizer Elementry School
Area: North Keizer
5600 McClure St. N.
Saturday, November 17, 2012
Sunday, November 18, 2012
11:59
11:59
0.76 Inches
1.04 Inches
Monday, November 19, 2012
11:59
2.17 Inches
Total Rainfall: 3.97 "
Rain Gauge #: 22
Illahe Hills Country Club
Area: Illahe
3376 Country Club Rd S
Saturday, November 17, 2012
11:59
1.01 Inches
Monday, November 19, 2012
11:59
2 Inches
Sunday, November 18, 2012
11:59
1.21 Inches
Total Rainfall: 4.22 "
Rain Gauge #: 23
Labish Sewer Pump Station
Area: Labish
4800 York Av. NE
Monday, November 19, 2012
11:59
2.19 Inches
Saturday, November 17, 2012
11:59
0.94 Inches
Sunday, November 18, 2012
11:59
0.82 Inches
Total Rainfall: 3.95 "
Rain Gauge #: 24
Deer Park Water Pump Station
Area: Southeast Salem/Turner
5475 Deer Park Dr. SE
Saturday, November 17, 2012
11:59
1.04 Inches
Sunday, November 18, 2012
Monday, November 19, 2012
11:59
11:59
0.65 Inches
1.66 Inches
Total Rainfall: 3.35
Type: Non-Storm Related
Event: 224
Intensity: NON-STORM
RELATED
Date Started: 12/3/2012
Time Started: 18:55
Highest 24hr Precip:
Date Ended: 12/3/2012
Time Ended: 20:30
Highest Rain Gauge #:
Overflow Total: 450 Gallons
Event Information:
Sanitary sewer line was blocked with plastic sheet, toys and food grease. Overflow entered the Little
Pudding River, signs were posted and samples taken until the River returned to background values for ecoli. OERS was notified, OERS #2012-2879. City hydro crews unblocked the line and it was estimated the
overflow volume was 450 gallons.
Individual Overflow Locations
1500 Canary Ct NE
Sanitary sewer line was blocked with plastic sheet, toys and food grease. Overflow entered the Little
Pudding River, signs were posted and samples taken until the River returned to background values for ecoli. OERS was notified, OERS #2012-2879. City hydro crews unblocked the line and it was estimated the
overflow volume was 450 gallons.
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Total Rainfall: 0
Type: Non-Storm Related
Event: 225
Intensity: NON-STORM
RELATED
Date Started: 12/10/2012
Time Started: 08:00
Highest 24hr Precip:
Date Ended: 12/20/2012
Time Ended: 16:30
Highest Rain Gauge #:
Overflow Total: 0 Gallons
Event Information:
Two new homes completed in July 2011 had their sanitary sewer services connnected to the storm sewer
instead of the sanitary sewer. Both lines were in the street out front of these addresses and the licensed
plumber and onsite inspector failed to insure there services were connected to the proper line. City crews
TV'ed and dye tested the services to verify there was a sanitary sewer cross connection to the stom sewer.
Flow from the affected storm line discharges into a downstream stormwater detention basin. The contractor
was contacted and told they need to repair the cross connection, this will take time due to permit
processing. The storm line was flushed out to the detention basin and the line will be thouroughly cleaned
after the repairs have been made. No signs or samples were taken since the flow was contained in the
detention basin and did not impact Waln Creek. OERS was notified(OERS #2012-2944) as soon as the
problem was identified. This problem has existed since July of 2011. As of 12-20-2012 the contractor had
corrected both sewer services and these are now connected to the sanitary sewer.
Individual Overflow Locations
269 Mountain Vista Av SE
Two new homes completed in July 2011 had their sanitary sewer services connnected to the storm sewer
instead of the sanitary sewer. Both lines were in the street out front of these addresses and the licensed
plumber and onsite inspector failed to insure there services were connected to the proper line. City crews
TV'ed and dye tested the services to verify there was a sanitary sewer cross connection to the stom sewer.
Flow from the affected storm line discharges into a downstream stormwater detention basin. The contractor
was contacted and told they need to repair the cross connection, this will take time due to permit
processing. The storm line was flushed out to the detention basin and the line will be thouroughly cleaned
after the repairs have been made. No signs or samples were taken since the flow was contained in the
detention basin and did not impact Waln Creek. OERS was notified(OERS #2012-2944) as soon as the
problem was identified. This problem has existed since July of 2011. As of 12-20-2012 the contractor had
corrected both sewer services and these are now connected to the sanitary sewer.
Total Rainfall: 0
Type: Non-Storm Related
Event: 226
Date Started: 1/10/2013
Time Started: 16:31
Intensity: NON-STORM
RELATED
Highest 24hr Precip:
Date Ended: 1/10/2013
Time Ended: 18:00
Highest Rain Gauge #:
Overflow Total: 2,000 Gallons
Event Information:
Contractor Mountian West Utility Services did bore a hole through the force main from the Labish Village
pump station at the intersection of Blossom Ave NE and Dover Ave NE. Pumps and Controls did shut the
pump staion down but they estimated 2,000 gallons of sewage was pumped out the break before they
stopped the staion. The sewage was going down a CB at the NW corner of the intersection. Tried to get
information from Marion County PW about the storm drain system in Labish Village since this is not the City
of Salem, except for the sewer system. They were unsure as to where the storm drain went, will followup
on Friday. Notified OERS(#2013-0067) at 2030, told OERS we were unsure of the amount and where it
was going and I would give them an update on Friday. Unable to sample any locations on Thursday
evening, will wait until Friday. Sewer crews were setting up to manually pump the pump station wet well
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with a hydro cleaner and take it down the road to another sanitary sewer location, this was going to be an
all night operation until the FM could be dug up and repaired on Friday. The contact from Mountain West
said their company is taking full responsibility for the break. While onsite, John Duran, local water purveyor
for the Labish Village Water Commission(503-586-4956) expressed concerns about their 4 private wells
that provide drinking water to the home in Labish Village. He was told there should not be a concern
regarding his wells but he said thay are fairly shallow, about 80 feet deep. He was told to contact Risk
Management. He called again after midnight and wanted Environmental Services to stop the flow
syphoning back from the mile long force main, I told him there was nothing I could do and the crews onsite
would do what they could, he wasn't real happy about the situation and he was told to contact Risjk
Management and that the contractor was taking full responsibility for the incident and if Labish Village had
any bad water tests due to the sewage spill he could pursue that with them. He was going to have the one
well nearest the break tested at Waterlab and if he needed to test the others he was going to pass this cost
onto Mountain West. First thing on Friday morning I was able to meet with MC PW and they showed me a
map indicating the storm drain drained east to the farm field and than south to Labish Ditch near the
address of 6345 Lakeside Dr NE. Based on that information samples were taken at the discharge point and
upstream and we continued to sample Labish Ditch until Tuesday, 01-15-2013, until the e-coli level in the
drain line dropped below 407. OERS was given an update on Friday, 01-11-2013 regarding the suspected
quantity of 2,000 gallons and the impact on Labish Ditch to the south and west of Labish Village.
Individual Overflow Locations
6923 Blossom Ave NE
Contractor Mountian West Utility Services did bore a hole through the force main from the Labish Village
pump station at the intersection of Blossom Ave NE and Dover Ave NE. Pumps and Controls did shut the
pump staion down but they estimated 2,000 gallons of sewage was pumped out the break before they
stopped the staion. The sewage was going down a CB at the NW corner of the intersection. Tried to get
information from Marion County PW about the storm drain system in Labish Village since this is not the City
of Salem, except for the sewer system. They were unsure as to where the storm drain went, will followup
on Friday. Notified OERS(#2013-0067) at 2030, told OERS we were unsure of the amount and where it
was going and I would give them an update on Friday. Unable to sample any locations on Thursday
evening, will wait until Friday. Sewer crews were setting up to manually pump the pump station wet well
with a hydro cleaner and take it down the road to another sanitary sewer location, this was going to be an
all night operation until the FM could be dug up and repaired on Friday. The contact from Mountain West
said their company is taking full responsibility for the break. While onsite, John Duran, local water purveyor
for the Labish Village Water Commission(503-586-4956) expressed concerns about their 4 private wells
that provide drinking water to the home in Labish Village. He was told there should not be a concern
regarding his wells but he said thay are fairly shallow, about 80 feet deep. He was told to contact Risk
Management. He called again after midnight and wanted Environmental Services to stop the flow
syphoning back from the mile long force main, I told him there was nothing I could do and the crews onsite
would do what they could, he wasn't real happy about the situation and he was told to contact Risjk
Management and that the contractor was taking full responsibility for the incident and if Labish Village had
any bad water tests due to the sewage spill he could pursue that with them. He was going to have the one
well nearest the break tested at Waterlab and if he needed to test the others he was going to pass this cost
onto Mountain West. First thing on Friday morning I was able to meet with MC PW and they showed me a
map indicating the storm drain drained east to the farm field and than south to Labish Ditch near the
address of 6345 Lakeside Dr NE. Based on that information samples were taken at the discharge point and
upstream and we continued to sample Labish Ditch until Tuesday, 01-15-2013, until the e-coli level in the
drain line dropped below 407. OERS was given an update on Friday, 01-11-2013 regarding the suspected
quantity of 2,000 gallons and the impact on Labish Ditch to the south and west of Labish Village.
Total Rainfall: 0
Type: Non-Storm Related
Event: 227
Intensity: NON-STORM
RELATED
Date Started: 1/19/2013
Time Started: 12:15
Highest 24hr Precip:
Date Ended: 1/19/2013
Time Ended: 14:15
Highest Rain Gauge #:
Overflow Total: 6,800 Gallons
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Event Information:
Sewage flowing out of a 10" line at MH 30-474072, estimated rate was 50 GPM. Sewage affecting property
owners driveway and yard and probably flowing into Turnage Brook which crosses the driveway. Blockage
due to roots in the line. Crews were able to stop the overflow at 1415 hours so the estimated volume 6800
gallons. OERS was notified at 1430(#2013-0129). No signs posted due to lack of appropriate location.
Samples were taken in Turnage Brook, upstream and downstream and continued to 01-22-2013. Tena
from Risk Management was notified and responded to discuss with property owners. Sewer crews did an
excellent job of raking up and removing the solids in the driveway and liming the affected area which was
estimated at about 2500 sq ft. We will continue to sample Turnage Brook until the results drop to an
acceptable level. A media release was done by Sam Kidd.
Individual Overflow Locations
2255 Eola Dr NW
Sewage flowing out of a 10" line at MH 30-474072, estimated rate was 50 GPM. Sewage affecting property
owners driveway and yard and probably flowing into Turnage Brook which crosses the driveway. Blockage
due to roots in the line. Crews were able to stop the overflow at 1415 hours so the estimated volume 6800
gallons. OERS was notified at 1430(#2013-0129). No signs posted due to lack of appropriate location.
Samples were taken in Turnage Brook, upstream and downstream and continued to 01-22-2013. Tena
from Risk Management was notified and responded to discuss with property owners. Sewer crews did an
excellent job of raking up and removing the solids in the driveway and liming the affected area which was
estimated at about 2500 sq ft. We will continue to sample Turnage Brook until the results drop to an
acceptable level. A media release was done by Sam Kidd.
Total Rainfall: 0
Type: Non-Storm Related
Event: 228
Intensity: NON-STORM
RELATED
Date Started: 1/21/2013
Date Ended: 1/21/2013
Time Started: 08:30
Time Ended: 13:30
Highest 24hr Precip:
Highest Rain Gauge #:
Overflow Total: 3,000 Gallons
Event Information:
A sanitary sewer pipe near the 800 block of Welcome Way SE was damaged on Monday morning, causing
about 3,000 gallons of raw sewage to spill on the ground and possibly into Pringle Creek.According to the
city of Salem Public Works Department , the sanitary sewer pipe was obstructed with rocks and debris.
Crews immediately were dispatched to the site and stopped the overflow about 1:30 p.m. Officials obtained
samples and potential high levels of bacteria that could have entered the creek. It should be flushed out of
the water within the next few days.
Individual Overflow Locations
711 Welcome Way SE
A sanitary sewer pipe near the 800 block of Welcome Way SE was damaged on Monday morning, causing
about 3,000 gallons of raw sewage to spill on the ground and possibly into Pringle Creek.According to the
city of Salem Public Works Department , the sanitary sewer pipe was obstructed with rocks and debris.
Crews immediately were dispatched to the site and stopped the overflow about 1:30 p.m. Officials obtained
samples and potential high levels of bacteria that could have entered the creek. It should be flushed out of
the water within the next few days.
Total Rainfall: 0
Type: Non-Storm Related
Event: 229
Intensity: NON-STORM
RELATED
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Date Started: 2/26/2013
Time Started: 18:15
Highest 24hr Precip:
Date Ended: 2/26/2013
Time Ended: 19:15
Highest Rain Gauge #:
Overflow Total: 30 Gallons
Event Information:
Solids buildup in the MH caused the flow to surge up in the structure and periodically dribble out around the
MH lid. It was estimated no more than 30 gallons of sewage spilled from the MH and did not reach a storm
drain or waters of the State. No signs were posted, no samples were taken and the spilled materials were
cleaned up. See SR 6503148
Individual Overflow Locations
3060 Industrial Way NE
Solids buildup in the MH caused the flow to surge up in the structure and periodically dribble out around the
MH lid. It was estimated no more than 30 gallons of sewage spilled from the MH and did not reach a storm
drain or waters of the State. No signs were posted, no samples were taken and the spilled materials were
cleaned up.
Total Rainfall: 0
Type: Non-Storm Related
Event: 230
Intensity: NON-STORM
RELATED
Date Started: 3/17/2013
Time Started: 18:45
Highest 24hr Precip:
Date Ended: 3/17/2013
Time Ended: 20:30
Highest Rain Gauge #:
Overflow Total: 5 Gallons
Event Information:
City sewer line plugged with grease, the resulting backup caused about 5 gallons of sewage to overflow at
the affected MH lid. The hydro crews relieved the blockage and the area around the lid was disenfected. No
sewage reached a storm drain or waterway so no sampling or signing was required. OERS was notified,
OERS 2013-0509. No media release was required.
Individual Overflow Locations
315 Cameo St NW
City sewer line plugged with grease, the resulting backup caused about 5 gallons of sewage to overflow at
the affected MH lid. The hydro crews relieved the blockage and the area around the lid was disenfected. No
sewage reached a storm drain or waterway so no sampling or signing was required. OERS was notified,
OERS 2013-0509. No media release was required.
Total Rainfall: 0
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