2018/Q4 STR Quarterly Report

Save the Rain Fourth Quarterly Report 2018

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October-December 2018 J. Ryan McMahon, II County Executive

www.savetherain.us

ONONDAGA COUNTY DEPARTMENT OF WATER ENVIRONMENT PROTECTION VISION To be a respected leader in wastewater treatment, storm water management, and the protection of our environment using state-of-the-art, innovative technologies and sound scientific principles as our guide.

MISSION To protect and improve the water environment of Onondaga County in a cost-effective manner ensuring the health and sustainability of our community and economy.

CORE VALUES

Excellence Teamwork Honesty Innovation Cost-Effectiveness Safety

Save the Rim

Table of Contents Report from Commissioner Gray Projects Update 

Projects Summary

Green Projects Update  

Projects Summary Fact Sheets

Green Improvement Fund Update  

Green Improvement Fund Program Summary Fact Sheets

Metro WWTP Phosphorus Projects/TMDL/Ambient Monitoring Program Update    



Metro Phosphorus Optimization Project Metro Phosphorus Work Plan Project Onondaga Lake Water Quality Model Ambient Monitoring Program Water Quality Sampling Tributary Sampling Tributary Bacteria Compliance Assessment Onondaga Lake Sampling Biological Monitoring Program Sampling Summary

Legislative/Regulatory/Media Update   

Action Items for County Legislature Action Items for the Environmental Protection Committee Media Update

Financial Update 

Contracts New Contracts Amendments to Existing Contracts Change Orders



Funding State Bond Act Funds Federal EPA Funds

Federal Army Corps of Engineers Funds EFC Loans 

Onondaga County Lake Improvement Project Fourth Stipulation of the ACJ Clinton/Lower MIS CSO Improvement Harbor Brook Drainage Basin CSO Abatement Midland CSO Abatement Sewer Separation of CSO Areas: 022/038/040/045/046A/046B/047/048/050/051/053/054 3 Save the Rain Education and Outreach Grant Appendix     



Project Payments Lake Improvement Project Status Report Federal and State Grants/Loans Approved and Received Chronology of Project Construction Starts Contractors for Construction Projects  Metro Treatment Plant  CSOs WEP Acronyms

Wet Weather Consent Decrees Case Histories, Issues and Applicability to Onondaga County ACJ Quarterly Meeting October 22, 2018

Onondaga County Executive Joanne M. Mahoney

www.jacobs.com | worldwide

Some Consent Decree Comparisons City

CD Drivers

Compliance Cost

Onondaga County

CSO, Plant

$690 million

King County

CSO, Plant

Louisville

Compliance Cost/Yr

Service Area Population

20+

$30-40 Million

410,000

$860 million

17

$51 Million

1,700,000

SSO, CSO, CMOM

$850 million

20

$42 Million

500,000(est)

Cleveland (NEORSD)

CSO, Plants

$3000 million

24

$125 Million

965,553

DeKalb Co

SSO, CMOM

$700 million

9

$77.8 Million

743,000

Baton Rouge

SSO, Plants

$1400 million

9

$155 Million

282,923

Kansas City

CSO, SSO

$2500 million (Half SSO)

25

$100 Million

165,000 plus 28k wholesale

Chicago

CSO

$3000 million

20

$150 Million

1,600,000

St. Louis

CSO, SSO

$4700 million

23

$204 Million

1,319,047

25

$140 Million

780,000

$50-35 Million

642,000

Honolulu

SSO, CMOM, $3500 Plants million Onondaga County SPU Executive Joanne CSO, $600 million M. CMOM Mahoney www.savetherain.us

Max. # Years

12(+5?)

Criteria for Presumptive Approach (ANY of the following):

• No more than an average of four to six overflow events per year, provided that the permitting authority may allow up to two additional overflow events per year.

• The elimination or the capture for treatment of no less than 85% by volume of the combined sewage collected in the CSS… • The elimination or removal of no less than the mass of the pollutants identified as causing water quality impairment…

OC can assert two of these 3

Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

CSO Basin and Project Priority/Use of Models • SWMM used to continue prioritizing sewersheds and project development – In consideration of large scale projects that will have system-wide implications (I-81) – Opportunistic projects with other entities: Affordability!

• As CSO volume and frequency decreases, water quality improves (Presumptive assumption) • Most CSO Communities are using SWMM and/or other models for CSO LTCP performance evaluations • TMDL may allow different model but not currently feasible or needed 4

Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

Current OC Monitoring

• Excessive compared to most utilities • No consistent and fair requirements • Some billion dollar programs do lots of monitoring, others do almost none!!

• “Habitual” monitoring common …doing it when it doesn't provide new information or benefit • Waterbodies seems to be well monitored by OC and others – ABOVE the needs of CSO compliance • Lots of historic data- how much is really needed?

5

Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

Syracuse was a case history examined!

• “Syracuse faces a backlog of deferred maintenance of its underground water and sewer lines, many of which are over 100 years old and contribute to CSO events, which need to be controlled under a Consent Decree with Onondaga County.”

• OC has not previously pushed affordability issues but circumstances have changed – 2011 FCA placed OC in high-burden range, but did not significantly consider effects on financially challenged inner City population 6

Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

In 2013/14 EPA opened the door for other Affordability “factors”

• Community’s overall demographic profile and the cumulative effect of water, sewer, and stormwater charges on households’ ability to pay in defining what is affordable(includes drinking water) • Disproportionate impacts on disadvantaged communities/populations • Other factors • Atlanta and some other cities have been successful at getting relief based on more detailed and realistic assessments of affordability Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

Final OC Thoughts…

• Technical evaluations should drive scope changes • • •

•

and relief for OC – especially unreasonable expectations “Long-Term” LTCP Affordability arguments??

Highlight WQ results approach and more green…but less unnecessary and unhelpful monitoring Stormwater/MS4 overlap? How handled?

Onondaga County Executive Joanne M. Mahoney

www.savetherain.us

ACJ Quarterly Meeting October 22, 2018

1

Outline  Objectives of PCCM  Form of the AWQS for fecal coliform  PCCM Field Program  PCCM Summary, 2015-2017  Review an Example PCCM Event (Harbor

Brook, August 22, 2017)  Recovery Time Monitoring

 A Longer-Term Perspective  Conclusions 2

Objectives of the PCCM Program ď‚— provide data that can be used to: 1.

2.

3.

4.

characterize spatial and temporal patterns of selected water quality constituents during runoff events in Onondaga Creek and Harbor Brook evaluate compliance with ambient water quality standards (AWQS) ďƒ˜ are CSOs causing or contributing to violations of water quality standards in the receiving waters? evaluate the effectiveness of CSO controls quantify upstream sources of pollution to further identify targets for remediation and provide context for downstream conditions

primary focus: fecal coliform bacteria and floatables in Onondaga Creek and Harbor Brook 3

NYS AWQS for Fecal Coliform Bacteria  Classes A, B, C, D, SB, SC

 The monthly geometric mean, from a minimum of five examinations shall not

exceed 200 cfu/100 mL  The fecal coliform standard for classes B, C, D, SB, SC shall be met during all periods: 1. when disinfection is required for SPDES permitted discharges directly into, or affecting the best usage of, the water; or 2. when the department determines it necessary to protect human health.

Sample Example 1 Example 2 Example 3 1 50 100 150 2 50 100 150 3 50 100 150 4 50 100 150 5 60,000 4,000 700 GeoMean 206 209 204

4

PCCM Field Program  Harbor Brook and Onondaga Creek (2015-2017)  Targeted events with rainfall intensity ≥ 0.35 inches/hour  Four sampling locations on each stream, bracketing CSOs

 Samples collected at 0.5-1.0 hour intervals to capture pre-

storm, rising limb, and falling limb conditions  lab analyses  fecal coliform bacteria, FCOLI (cfu/100 mL)  total phosphorus, turbidity, ammonia  in situ data  qualitative assessment of floatables  temperature, dissolved oxygen, pH, specific conductance 5

Additional Data and Assumptions  Rainfall and streamflow  precipitation data from Metro rain gauge (5-minute data)  stream flow data from USGS gauges (15-minute data)

 CSOs  flows available from measurements or SWMM estimates  fecal coliform concentrations estimated from measurements (n=47) at

CSO facilities (median = 460,000 cfu/100mL)  Clinton Storage Facility, Lower Harbor Brook Storage Facility, Maltbie FCF, Midland RTF  Fecal coliform loads and event mean concentrations (EMCs)  best estimates from the available data  uncertainties in both flows and concentrations, particularly for CSOs 6

Hiawatha

Culvert

Fowler High School

in stream sampling sites closed CSO abated CSO active CSO USGS flow measured

Velasko

WEP CSO flow measured

7

Example PCCM Event: August 22 - Harbor Brook • sampling was conducted in response to 0.62 inches of rainfall • the maximum intensity was 0.40 inches per hour • some CSOs trigger at a rainfall intensity of <0.3 inches per

hour • streamflow was elevated for approximately 6 hours • instream sampling was conducted at 4 locations, 9 samples

per location 8

0.10 0.15

(b) Velasko samples

Velasko Haiwatha

(c) Velasko

10000

1000 EMC = 13,761 cfu/100mL 100

FColi Tn

1000

10

100 10 100000

AWQS=200 cfu/100mL

1 (d) Fowler 100

10000 1000

10

100 10 100000

EMC = 32,155 cfu/100mL 1 (e) Hiawatha 100

10000 1000

EMC = 69,358 cfu/100mL

10

100 10 100000

5-minute Rainfall (in)

0.05

Turbidity (NTU)

Cumulative rainfall (inches)

event total = 0.62in max. intensity = 0.40 in/hr

cum. rainfall 5 minute rainfall

1 (f) Culvert 100

10000 1000

10

100

EMC = 33,595 cfu/100mL

August 22, 2017

23:00

22:00

21:00

20:00

19:00

18:00

17:00

16:00

15:00

14:00

1 13:00

10 12:00

to the rain event, on the rising limb, near peak and falling limb of the hydrograph  prior to the event, FCOLI at Velasko Rd. was 210 cfu/100 mL; FCOLI ranged from 1,100 -1,400 at the downstream sites  large increases in FCOLI at all sites  peak FCOLI ranged from was 14,000 at Velasko to 120,000 cfu/100 mL at Hiawatha

0.00

(a)

20 0 100000

FColi (cfu/100 mL)

 samples were collected 5 days prior

Flow (cfs)

Harbor Brook Aug. 22 PCCM Event

0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 40

9

0.10

5-minute Rainfall (in)

0.05

0.15

(b)

Velasko samples Velasko Haiwatha

(c) Velasko-Fowler

400

CSO 078 CSO 018 CSO 014

No Flow Measured

200 0 600

(d) Fowler-Hiawatha

400

CSO 003 CSO 004 CSO 004A

No Flow Measured

200 0 600

(e) Hiawatha-Culvert

total* = 0.051 MG CSO 63A

400

23:00

22:00

21:00

20:00

19:00

18:00

17:00

16:00

0

15:00

200

12:00

Volume (gallons/min)

outfall  CSO 063A – 0.051 MG  zero flow measured at the other six metered CSOs

600

event total = 0.62 in max. intensity = 0.40 in/hr

cum. rainfall 5 minute rainfall

14:00

 measurable flows at one CSO

0.00 (a)

13:00

Cumulative rainfall (inches) Flow (cfs)

Harbor Brook Aug. 22 PCCM Event

1.0 0.8 0.6 0.4 0.2 0.0 40 30 20 10 0

August 22, 2017

10

Measured and Modeled CSO Flows  good agreement between measured flows and SWMM

predicted flows, but flow wasn’t measured at 6 active CSOs Reach

Velasko-Fowler

CSO Number CSO 078 CSO 018 CSO 014 CSO 004 CSO 004A

Fowler - Hiawatha.

Hiawatha - Culvert.

CSO 003 CSO 063A

CSO Descript.

Bellevue Ave & Velasko Rd. Wetland Delaware St. Reach Total State Fair Blvd Lower Harbor Brook Storage Facility Hiawatha Blvd Reach Total new location Reach Total

Measured Flow (MG)* 0 0 0 0 0

SWMM Predicted Flow (MG)** 0 0 0 0 0

0

0

0 0 0.051 0.051

0 0 0 0

5/17/91, 0.39 in/hr SWMM event 11

Fecal Coliform Loading 9 (10 cfu)

Estimated Fecal Coliform Loads for the August 22 PCCM Event 6000 (a) 4000

2000

0

l Coliform Loading 9 (10 cfu)

Velasko

CSO

Fowler

CSO

Hiawatha

CSO

Culvert

10000 (b)

ï&#x201A;&#x2014; Increased fecal coliform loading between Fowler and

Hiawatha could be explained by CSO inputs

1000

100

12

Summary of August 22, 2017 PCCM Event Flow peak (cfs)*

Max. FCOLI concentration (cfu/100mL)

Event Mean Concentration (cfu/100mL)

Floatables

Velasko Rd.

30

14,000

13,761

no

Fowler High School

--

50,000

32,155

no

Hiawatha Blvd.

30

120,000

69,358

no

Culvert (near Onondaga Lk)

--

41,000

33,595

no

Site

13

Summary of 2015-2017 PCCM Events Event

Date

Stream

Total Rainfall (in)

1

May 18, 15

Onon. C.

0.34

0.34

280

41,813

Y

2

Jun. 8, 15

Harb. B.

0.41

0.41

28

23,266

N

3

Jul. 30, 15

Harb. B.

0.36

0.27

17

10,142

N

4

Aug. 11, 15

Onon. C.

0.44

0.15

82

2,575

N

5

Sep. 9, 15

Harb. B.

0.66

0.47

68

33,521

N

6

Sep. 29, 15

Harb. B.

2.99

0.46

200

16,590

N

7

Jun. 2, 16

Onon. C.

0.26

0.25

66

26,279

N

8

Jul. 25, 16

Onon. C.

0.49

0.44

252

443,271

Y

9

Oct. 1-2, 16

Onon. C.

0.44

0.42

67

97,648

N

10

May 1, 17

Harb. B.

0.87

0.53

70

27,802

Y

11

Jul. 8, 17

Harb. B.

1.04

0.75

91

62,949

N

12

Aug. 22, 17

Harb. B.

0.62

0.40

30

33,595

N

â&#x20AC;¢

Maximum Intensity (in/hr)

Peak Q (cfs)

EMC (cfu/100mL)

Floatables

values apply to the downstream sampling locations (Spencer St. Culvert)

14

(b)

Ononodaga Creek @ Spencer St. Harbor Brook @ Hiawatha Blvd.

150

Flow (cfs)

event total = 0.62 in max. intensity = 0.40 in/hr

5-minute Rainfall (in)

0.2

100 50 0

10000

(c) Onondaga Creek @ Spencer

1000 100

AWQS=200 cfu/100mL

10 10000

(d) Harbor Brook @ Hiawatha

1000 100

8/31

8/30

8/29

8/28

8/27

8/26

8/25

8/24

8/23

10

8/22

• future RTM should be conducted at designated compliance locations

cum. rainfall 5 minute rainfall

0.4

8/21

• fecal coliform levels in Harbor Brook remained elevated for 9 days after the storm

0.00 0.05 0.10 0.15 0.20 0.25

(a)

0.6

0.0

FColi (cfu/100 mL)

• fecal coliform levels in Onondaga Creek decreased to pre-storm levels after 7 days

0.8

Cumulative rainfall (inches)

Recovery Time Monitoring (RTM)

2017

15

• wet weather defined as ≥ 0.1 inches of rain in preceding 48 hours

(a) Onondaga Creek at Dorwin dry wet

1500 1000 500 0 (b) Onondaga Creek at Kirkpatrick 1500

FCOLI (counts/100 mL)

Fecal Coliform Concentrations During Dry and Wet Weather, 2012-2017

2000

1000 500 0 (c) Harbor Brook at Velasko 1500 1000 500 0

• annual geometric means, all data • note influence of PCCM data

(d) Harbor Brook at Hiawatha 1500

3,696

3,565

1000 500 0

2012

2013

2014

2015

2016

16 2017

Conclusions  CSOs are not contributing significantly to floatables in Onondaga 

   

Creek or Harbor Brook despite completion of most ACJ abatement projects, CSOs continue to contribute to elevated FCOLI and exceedances of AWQS in Onondaga Creek and Harbor Brook during wet weather no conspicuous improvements in FCOLI at Velasko Rd. there is continuing evidence of dry weather fecal coliform sources along the lower portion of Harbor Brook limited data to compare measured CSO flows with SWMM predicted flows limited RTM suggests lengthy recovery times for Onondaga Creek and Harbor Brook 17

p

GRAY PROJECTS UPDATE

Gray Projects Update There were no gray projects underway in the Save the Rain program during the fourth quarter of 2018.

p

GREEN PROJECTS UPDATE

Green Projects Update: Progress continued to be made on several Save the Rain projects during the fourth quarter of 2018.

During the fourth quarter, construction of the Roney Lane Green Street (CSO 060/077) Elmhurst Avenue Green Street (CSO 052), Charmouth Drive Green Street (CSO 052), and Firehouse No. 5 (CSO 007) projects reached the completion phase.

The Roney Lane Green Street project features two bioretention (rain garden) areas in street islands and one underground infiltration trench to manage the runoff from Roney Lane and surrounding impervious areas. Also, part of this project replaced 600 feet of water main. This portion of the project featured a partnership with the City of Syracuse. During excavation for the bioretention areas, a leaking water main was found beneath the green infrastructure. To remedy the issue and ensure the longevity of the installed green infrastructure, the County replaced the water main while the City provided the materials to do so. A total of 760,000 gallons of runoff is reduced annually as part of this project in high priority CSO 060/077.

The Elmhurst Avenue Green Street project features three underground infiltration trenches to manage runoff from Elmhurst Avenue and Randall Avenue. A total of 1.2 million gallons of runoff reduction is achieved within this project in high priority CSO 052.

The Charmouth Drive Green Street project features six underground infiltration trenches to manage runoff from Charmouth Drive, Robineau Road, Wellesley Road, and Arlington Avenue.

A total of 1.8 million gallons of runoff reduction is achieved within this project in high priority CSO 052.

The Firehouse No. 5 project features a large underground infiltration bed beneath the reconstructed parking lot adjacent to the Firehouse. This project disconnected roof leaders from the firehouse building and re-plumbed them to discharge stormwater into the infiltration bed. This infiltration bed also collects runoff from North Geddes Street. A total of 570,000 gallons of runoff reduction is achieved as a result of this project in Harbor Brook CSO 007.

Construction of the following projects, currently in the final design phase, is planned to occur in 2019:    

Fairfield Avenue Green Street (CSO 052) Hutchinson Avenue Green Street (CSO 052) Berkeley Drive Road Reconstruction (CSO 060/077) CSO 005 Reconfiguration (CSO 005)

The designs of several GI projects progressed during the fourth quarter. The Harbor Brook Green Streets projects on Lakeview Avenue, Richmond Avenue, South Geddes Street, Wilbur Avenue, Magnolia Street and N. Geddes Street progressed to 90% design in the fourth quarter.

Public meetings to review and educate the public about the GI designs will be held during the first quarter of 2019. Project construction is expected to occur in 2019 for all projects listed above.

Additionally, the CSO 006 catch basin disconnection project reached 100% design during this quarter. This project consists of the disconnection of one catch basin at the southwest corner of West Genesee Street and Sackett Street to the Harbor Brook culvert. Through disconnecting this catch basin, 70,000 gallons of combined sewer overflow volume reduction is achieved (SWMM prediction). This project will be constructed in 2019.

The County received design proposals for the following projects in the fourth quarter, with design consultant selection expected in the first quarter of 2019:         

South Salina Street Green Corridor (CSO 060/077) Elk Street Green Street (CSO 060/077) Robert Drive Green Street (CSO 060/077) Moore Avenue Green Street (CSO 060/077) Vincent Street Green Street (CSO 060/077) West Colvin Street Green Street (CSO 060/077) Warner Avenue Green Street (CSO 060/077) Washington Square Park (CSO 075) CSO 010 Hydraulic Improvements (CSO 010)

Cit

FACT SHEET Fire Station No. 5

Project: Project Owner: Project Location: Sewershed: Technology: Runoff Reduction: Year Contracted: Project Cost: Prime Contractor:

Fire Station No. 5 City of Syracuse 114 N. Geddes Street CSO 007 Infiltration Trench 570,000 gal/yr 2018 $222,000 D.E. Tarolli

Project Description: The Fire Station No. 5 project is another example of the Save the Rain Program targeting a specific priority area for green infrastructure implementation. This project, within the CSO 007 sewershed, is intended to reduce pollution to Harbor Brook and Onondaga Lake. The CSO 007 sewershed is a tributary to the Harbor Brook Intercepting Sewer. This project serves to reduce overflows from this sewershed and will provide a new parking lot and site improvements at Fire Station No. 5, located on North Geddes Street.

An infiltration trench was constructed beneath the parking lot at the Fire Station. This green infrastructure practice provides water quality improvement through infiltration and storage, thus reducing overflows. The underground infiltration trench will capture a very large volume of stormwater runoff beneath the parking area.

The underground infiltration trench captures runoff from approximately 3/4 acre of impervious area from the Fire Station parking lot, building roof and North Geddes Street. This will reduce stormwater runoff to the combined sewer by approximately 570,000 gallons annually.

Infiltration Trench under construction

Project Location â&#x20AC;&#x201C; N. Geddes Street

Street View of Firehouse 5 (credit: Google)

Version 12/06/18

Project: Project Owner: Project Location: Sewershed: CSO: GI Technologies:

FACT SHEET Green Park: McKinley Park

Capture Area: Runoff Reduction: Year Contracted: Cost: Prime Contractor:

McKinley Park City of Syracuse Parks Department West Newell Street, West Calthrop, and West Pleasant Avenues.

Midland 067 Bioretention, Infiltration, and Porous Pavement 51,800 sq. ft. (estimated) 945,000 gal/yr (estimated) 2017 $690,000 D.E. Tarolli and J&J Landscaping

Project Description: The McKinley Park Project was one of many projects accomplished through the collaborative efforts of Onondaga County Save the Rain and the City of Syracuse Parks and Recreation Department. McKinley Park has served the recreational needs of the community as a neighborhood park since 1920. The primary goal of this project is to reduce the volume of stormwater flowing into the combined sewer system along West Newell Street, West Calthrop Avenue, and West Pleasant Avenue â&#x20AC;&#x201C; all within the CSO 067 area. Now complete, this project implemented various green infrastructure technologies, including bioretention (also known as rain gardens) and porous pavement with an underground infiltration system. This infrastructure captures runoff from the park and surrounding areas, totaling 51,000 square feet of drainage area. Stormwater slowly soaks into the ground or evaporates, eliminating excess runoff into the sewer system and improving the overall stormwater management and drainage in this area.

A secondary goal of this project was to enhance McKinley Park by increasing green space and improving the basketball court. Existing pavement formerly used as a tennis court was removed entirely and replaced with open green space. Additionally, the former basketball half court was replaced with a full-sized porous pavement basketball court in partnership with the Jim and Juli Boeheim Foundationâ&#x20AC;&#x2122;s Courts4Kids Program. Court construction was completed and dedicated in the summer of 2017. In its entirety, the McKinley Park project will remove an estimated 945,000 gallons of stormwater runoff per year from the combined sewer in the CSO 067 area.

Newly installed Bioretention Area along West Newell Street

Porous pavement parking lot

Version 09/14/2018

Project: Property Owner: GI Technologies: Project Locations:

FACT SHEET Green Streets in Harbor Brook Sewershed Project Description: The Green Streets in Harbor Brook Sewershed projects are comprehensive green street applications located on multiple streets within the Harbor Brook sewershed. CSOs 006, 007, 009 and 066 are high priority sewersheds that discharge frequently during rain events. The candidate streets are listed below with capture area and runoff reduction estimates:

Sewershed: CSOs: Capture Area: Runoff Reduction: Year Contracted: Bid Price: Contractors:

 Lakeview Avenue (CSO 006) Capture Area: 37,619 sq. ft.

Runoff Reduction: 664,193 gal/yr  Magnolia Street (CSO 009) Capture Area: 89,300 sq. ft.

Runoff Reduction: 1,576,662 gal/yr  South Wilbur Avenue (CSO 009) Capture Area: 19,901 sq. ft.

Runoff Reduction: 351,368 gal/yr  Richmond Avenue (CSO 007) Capture Area: 36,298 sq. ft.

Runoff Reduction: 640,870 gal/yr  North Geddes Street (CSO 066) Capture Area: 10,988 sq. ft.

Runoff Reduction: 194,002 gal/yr This proposed project will incorporate infiltration trenches, bioretention areas (rain gardens) , and tree plantings to manage stormwater from Lakeview Avenue, Magnolia Street, S. Wilbur Avenue, Richmond Avenue and North Geddes Street.

Infiltration trenches capture water in an underground stone trench located beneath a roadway. From there, it slowly infiltrates into the ground. A bioretention area is a depressed, vegetated area that receives stormwater runoff from adjacent paved areas. The runoff then infiltrates to groundwater or is released to the atmosphere through evapotranspiration.

When complete, these green streets will capture a total of 3,427,095 gallons of stormwater annually.

Version 12/17/2018

Green Streets in Harbor Brook City of Syracuse Bioretention Areas, Infiltration Trenches Lakeview Ave. between W. Fayette St. & W. Marcellus St.; S. Wilbur Ave. between Conservation Pl. & W. Marcellus St.; Richmond Ave. between Liberty St. & N. Geddes St.; N. Geddes Street at W. Genesee St. Harbor Brook 006, 007, 009, 066 194,106 sq. ft. (total, all areas) 3,427,095 gal/year (total) 2019 (anticipated) $850,000 (estimated) Tarolli Construction

Example of a bioretention area (rain garden)

Example of a typical infiltration trench

FACT SHEET Green Streets in CSO 060/077 Sewershed Project Description: This proposed project will incorporate bioswales, bioretention areas, infiltration trenches, tree trenches, and enhanced tree pits to manage stormwater at the following locations: 









S. Salina St. Green Corridor: The proposed project includes bioswales, tree trenches, enhanced tree pits, and underground infiltration on a 10 block stretch of South Salina Street. The County received a $1.8M GIGP grant for this project through NYSEFC. Estimated runoff reduction: 4,881,429 gallons/yr Elk St. Green Street: The proposed project includes bioswales between the curb and the sidewalk on Elk Street.

Estimated runoff reduction: 1,293,921 gallons/yr Robert Dr. Green Street: The proposed project includes underground infiltration trenches on Robert Drive Estimated runoff reduction: 1,445,206 gallons/yr Moore Ave. Green Street: The proposed project includes underground infiltration trenches on Moore Ave. Estimated runoff reduction: 2,213,407 gallons/yr Vincent St. Green Street: The proposed project includes underground infiltration trenches on Vincent Street. Estimated runoff reduction: 1,470,967 gallons/yr

Project: 2017 CSO 060/077 Green Streets Property Owner: City of Syracuse GI Technologies: Bioswales, Tree Trenches, and Infiltration Trenches Project Locations: South Salina St. between East Colvin and East Newell St., Elk St. South Salina Street and Dougal Ave., Robert Drive between East Colvin Street and North Hughes Place., Moore Ave between East Colvin Street and Smith Lane, Vincent St. between Harriette Avenue and Burten Street.

Sewershed: Midland CSOs: 060/077 Capture Area: 640,253 sq. ft. (total, all areas) Runoff Reduction: 11,304,929 gal/year (total) Year Contracted: 2019 (est) Bid Price: $3,900,000 (Engineer’s Estimate) Contractors: D.E. Tarolli and J&J Lanscaping

A bioswale is a depressed, vegetated area that receives stormwater runoff from adjacent paved areas. The runoff then infiltrates to ground or is released to the atmosphere through evapotranspiration. Tree trenches and enhanced tree pits include stone trenches constructed beneath sidewalk areas to manage stormwater runoff and incorporate enhanced tree root growing space for improved long-term tree health. Infiltration trenches capture water in an underground stone trench where it then slowly infiltrates into the ground.

When complete, these green streets will capture a total of 11,304,929 gallons of stormwater annually.

Example of a tree trench Version 09/20/2018

Project: Project Owner: Project Location:

Cit

Sewershed: Technology: Runoff Reduction: Year Contracted: Project Cost: Construction: Prime Contractor:

FACT SHEET Green Streets in CSO 052 Sewershed

CSO 052 Green Streets City of Syracuse Elmhurst, South, Fairfield, Fletcher, Edgewood, and Hutchinson Avenues and Charmouth Drive CSO 052 Infiltration Trench, Bioretention 6,500,000 gal/yr (total, estimated) 2018 $2,000,000 (engineer’s estimate) 2018 and 2019 D.E. Tarolli

Project Description: The Green Streets in CSO 052 Project is another example of the Save the Rain Program targeting a specific priority area for green infrastructure implementation. This project, within the high priority CSO 052 sewershed, is intended to reduce pollution to Onondaga Creek and Onondaga Lake. The project will be located on seven streets within the City: Elmhurst Avenue, South Avenue, Charmouth Drive, Fairfield Avenue, Fletcher Avenue, Edgewood Avenue, and Hutchinson Avenue.

This Green Streets project will use two types of green infrastructure technologies: underground infiltration trenches, and rain gardens (also known as bioretention). These green infrastructure practices will provide water quality improvements through infiltration and storage, thereby reducing stormwater contribution to the combined sewer system. This increased capture will reduce sewer overflows. In total, the project consists of 19 underground infiltration trenches and 1 rain garden. The underground infiltration trenches provide a very high capture volume without an obtrusive footprint at the surface, maximizing cost efficiency.

Upon completion of all seven streets, the project will capture runoff from approximately 9.75 acres of impervious area, reducing stormwater runoff to the sewer by approximately 6.5 million gallons annually. Project areas include:  Charmouth Drive from Robineau Road to Arlington Avenue – 6 underground infiltration trenches; annual stormwater runoff capture: 1,800,000 gallons (Completed - $587,500) 

Fairfield Avenue from Fletcher to South Avenues – 1 underground trench using modular storage units, 1 bioretention area; annual stormwater runoff capture: 437,000 gallons.



Hutchinson Avenue from Clayton to South Avenues and Fletcher and Edgewood Avenues from Hutchinson to Fairfield avenues – 5 underground infiltration trenches; annual stormwater runoff capture: 2,198,000 gallons South Avenue from W. Brighton to Eastman avenues – 4 underground infiltration trenches; annual runoff capture: 938,000 gallons (Completed - $326,400) Elmhurst Avenue from Bishop Avenue to Hunt and Randall Avenues – 3 underground infiltration trenches; annual runoff capture: 1,222,000 gallons (Completed - $418,000)

 

Charmouth Dr Elmhurst Ave Glenwood Ave

Fairfield Ave Hutchinson Ave

Project Locations

Version 12/06/2018

Underground infiltration trench installation on South Avenue

Underground infiltration trench installation on South Avenue

Completed infiltration trench awaiting new pavement on Elmhurst Avenue

Project: Property Owner: GI Technologies: Project Locations:

FACT SHEET Green Streets in CSO 060/077 Sewershed Project Description: The Green Streets in CSO 060/077 Sewershed projects are comprehensive green street applications located on multiple streets within the CSO 060/077 sewershed. This is a high priority sewershed that discharges frequently during rain events. The green streets are listed below and include capture area and runoff reduction estimates:

Sewershed: CSO: Capture Area: Runoff Reduction: Year Contracted: Cost: Contractors:

 Lancaster Avenue (Spring 2017) Capture Area: 560,489 sq. ft.

Runoff Reduction: 3,290,000 gal/yr Project Locations Completed Project Cost: $880,980 In Red Boxes  Ackerman Avenue (Summer 2017) Capture Area: 387,245 sq. ft.

Runoff Reduction: 3,450,000 gal/yr Completed Project Cost: $655,860  McKinley Avenue (Summer 2017) Capture Area: 123,709 sq. ft.

Runoff Reduction: 1,370,000 gal/yr Completed Project Cost: $202,760  Roney Lane (Spring/Summer 2018) Capture Area: 187,778 sq. ft.

Runoff Reduction: 760,000 gal/yr Project Cost: $780,033  Comstock Avenue (Spring/Summer 2018) Capture Area: 659,494 sq. ft.

Runoff Reduction: 5,590,000 gal/yr Project Cost: $1,484,941

Green Streets in CSO 060/077 City of Syracuse Bioretention, Bioswales, Infiltration Trenches McKinley Ave. between S. Salina St. & S. State St.; Roney Ln. at Smith Ln.; Comstock Ave. between E. Colvin St. & Euclid Ave.; Ackerman Ave between Euclid Ave. & Kensington Rd.; Lancaster Ave. between Euclid Ave. & Kensington Rd. Midland 060/077 1,918,715 sq. ft. (total, all areas) 14,460,000 gal/year (total) 2017/2018 $4,004,574 D.E. Tarolli and J&J Landscaping

Each design implements green infrastructure applications at key points along these streets in order to capture stormwater and enhance local urban streetscapes. Each project also incorporates street tree plantings in the right-of-way, the installation of infiltration trenches underneath the roadway, tree planters, and rain gardens and bioretention areas throughout the project boundaries.

During the fourth quarter of 2018, installation of a new water main was completed on Roney Lane within the green infrastructure project limits.

Version 12/13/2018

Bioretention Area 1 at Roney Lane Circle

Project: Project Owner: Project Location:

FACT SHEET Berkeley Drive Road Reconstruction

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

Berkeley Drive Road Reconstruction City of Syracuse Berkeley Drive (Stratford Street to Windsor Place) Midland 060/077 Infiltration Manholes 48,190 sq ft.

800,000 gal/yr 2018 $150,000 Ballard Construction

Project Description: The Road Reconstruction project on Berkeley Drive demonstrates the continued partnership between Onondaga County and the City of Syracuse. This project is another example of the Cityâ&#x20AC;&#x2122;s Department of Public Works partnering with Onondaga County to include green infrastructure in their road reconstruction program. This application, within CSO 060/077, is intended to reduce combined sewer overflows to Onondaga Creek and Onondaga Lake.

The project uses several infiltration manholes between Stratford Street and Windsor Place, to manage the runoff from Berkeley Drive. The infiltration manholes are a unique application of storage structures to manage stormwater in areas that have limited space to do so. Due to their small footprint and high storage volume, infiltration manholes offer greater efficiency and ease of construction than other similar green infrastructure technologies, like underground infiltration trenches. High flows from large rain events (above one inch over two hours) will flow back into the existing combined sewer system for safety. The streetscape will not look different after the work is complete, as the manholes are completely underground with no visible features at the surface. This project manages runoff from over 48,000 square feet of impervious drainage area, equating to approximately 800,000 gallons of stormwater runoff annually, in the high priority area of CSO 060/077.

Stratford Street

Berkeley Drive

Windsor Place

Limits of the Road Reconstruction Project on Berkeley Drive

Example Infiltration Manhole Version 9/12/2018

Project: Project Owner: Project Location:

FACT SHEET Ostrom Place Road Reconstruction

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

Ostrom Place Road Reconstruction City of Syracuse Ostrom Place (Euclid Ave to South Dead End) Midland 060/077 Underground Infiltration Trench 40,655 sq ft.

718,000 gal/yr 2018 $179,518 Ballard Construction

Project Description: The Road Reconstruction project on Ostrom Place further exemplifies the continued partnership between Onondaga County and the City of Syracuse. This project is another example of the Cityâ&#x20AC;&#x2122;s Department of Public Works partnering with Onondaga County to include green infrastructure in their road reconstruction program. This application, within CSO 060/077, reduces pollution to Onondaga Creek and Onondaga Lake.

Now complete, the project uses one underground infiltration trench between Euclid Avenue and the dead end to the south, to manage the runoff from Ostrom Place. This area, although a short, dead-end street, is highly impervious due to the expanding parking of college students in areas that were formerly green space. This project captures an exceptionally high volume of stormwater compared to similar streets of this size and length.

The infiltration trench is designed to manage runoff from varying areas of Ostrom Place to maximize the stormwater capture for the benefit of the environment. High flows from large rain events (above one inch over two hours) flow back into the existing combined sewer system for safety. The streetscape does not look different after the completed work, as the trenches are completely underground with no visible features at the surface. This project manages over 40,000 square feet of impervious drainage area, equating to greater than 700,000 gallons of stormwater runoff annually, in CSO 060/077. The infiltration trench was constructed in summer 2018.

Limits of the Road Reconstruction Project on Ostrom Place are outlined in red on the map to the right 000000000

Construction of the Infiltration Trench (July 2018) Euclid Avenue

Dead End

Version 9/12/2018

Project: Project Owner: Project Location:

FACT SHEET South Geddes Street Road Reconstruction

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

South Geddes Street Road Reconstruction City of Syracuse South Geddes Street (Delaware Street to Shonnard Street) Harbor Brook 014 Underground Infiltration Trench 104,900 sq ft.

1,853,000 gal/yr 2018 $350,000 Ballard Construction

Project Description: The Road Reconstruction project on South Geddes Street further exemplifies the continued partnership between Onondaga County and the City of Syracuse. This project is another example of the Cityâ&#x20AC;&#x2122;s Department of Public Works partnering with Onondaga County through their road reconstruction program to include green infrastructure. This application, within CSO 014, reduces pollution to Harbor Brook and Onondaga Lake.

Now complete, the project uses three underground infiltration trenches between Delaware Street and Shonnard Street, to manage the runoff from South Geddes Street and parts of Merriman Avenue and Shonnard Street. By capturing this additional side-street runoff, the project is highly efficient, capturing nearly 2 million gallons annually. The infiltration trenches are designed to maximize the stormwater capture for the benefit of the environment. High flows from large rain events (above one inch over two hours) flow back into the existing combined sewer system for safety. The streetscape does not look different after the completed work, as the trenches are completely underground with no visible features at the surface. This project manages a total of 109,900 square feet of impervious drainage area, equating to approximately 1,981,500 gallons of stormwater runoff annually, in CSO 014. Construction was completed in summer of 2018.

Construction of Infiltration Trench #1 (August 2018)

Shonnard Street

Delaware Street

Limits of the Road Reconstruction Project on South Geddes Street are outlined in red on the map above Version 12/13/2018

Project: Project Owner: Project Location:

FACT SHEET East Colvin Street, Road Reconstruction

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

East Colvin Street, Road Reconstruction City of Syracuse East Colvin Street (Jamesville Ave. to Comstock Ave.) Midland 060/077 Underground Infiltration Trench 122,060 sq. ft.

2,149,700 gal/yr 2017 $316,916 Ballard Construction

Project Description: The Road Reconstruction project on East Colvin Street further exemplifies the continued partnership between Onondaga County and the City of Syracuse. This project is another example of the Cityâ&#x20AC;&#x2122;s Department of Public Works partnering with Onondaga County through their road reconstruction program in order to include green infrastructure. This application, within CSO 060/077, reduces pollution to Onondaga Creek and Onondaga Lake.

Now complete, the project used six separate underground infiltration trenches spanning East Colvin Street between Jamesville and Comstock avenues. Each underground infiltration trench has varying widths, lengths and depths. The underground infiltration trenches are at different locations on East Colvin Street. This is due to factors such as utility conflicts. Construction of Infiltration Trench #3 (June 2018) Stormwater runoff is captured from the street via existing and new catch basins, allowing the water to infiltrate into the stone storage and then the ground. High flows from large rain events (above one inch over two hours) flow back into the existing combined sewer system for safety. The streetscape does not look different after the completed work, as the trenches are completely underground with no visible features at the surface. In 2017, three of the six infiltration trenches were constructed, with the remaining three constructed in the spring of 2018. This project manages runoff from a total of 122,060 square feet of impervious drainage area, equating to approximately 2,149,700 gallons of stormwater runoff annually, in the high priority area of CSO 060/077.

Limits of the Road Reconstruction Project on East Colvin Street are outlined in red on the map to the right Version 6/28/2018

Jamesville Ave.

Comstock Ave.

Project: Project Owner: Project Location:

FACT SHEET Hastings Place Road Reconstruction

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

Project Description: The Road Reconstruction project on Hastings Place demonstrated the continued partnership between Onondaga County and the City of Syracuse. This project is another example of the Cityâ&#x20AC;&#x2122;s Department of Public Works partnering with Onondaga County through their road reconstruction program to include green infrastructure. This application, within CSO 073A, reduces pollution to Onondaga Creek and Onondaga Lake and is the thirteenth road reconstruction partnership project between the County and City. At the time of its construction, it was also the Countyâ&#x20AC;&#x2122;s first green infrastructure project in CSO 073A, in the Ley Creek Sewershed.

Hastings Place Road Reconstruction City of Syracuse Hastings Place (James St. to Dead End at Sunnycrest Park) Ley Creek 073A Underground Infiltration Trench 45,322 ft.

801,000 gal/yr 2017 $221,146 Ballard Construction

Construction of Infiltration Trench #1 (April 2018)

Construction of Infiltration Trench #4 (April 2018)

The project uses four underground infiltration trenches between James Street and the dead end at Sunnycrest Park, to manage the runoff from Hastings Place and portions of Melrose Avenue. The four infiltration trenches were designed to manage runoff from areas of Hastings Place and Melrose Avenue to maximize the stormwater capture for the benefit of the environment. High flows from large rain events (above one inch over James Street two hours) flow back into the existing combined sewer system for safety. The streetscape does not look different after the completed work, as the trenches are completely underground with no visible features at the surface. This project manages runoff from 45,322 square feet of impervious drainage area, resulting in approximately 801,000 gallons of stormwater runoff annually, in CSO 073A. Trenches 1-3 were completed in 2017 and trench 4 was completed in 2018.

Version 6/28/2018

Limits of the Road Reconstruction Project on Hastings Place are outlined in red on the map to the right

Sunnycrest Park

Project: Project Owner: Project Location:

FACT SHEET CSO 006 Catch Basin Disconnection

Sewershed: CSO: Technology: CSO Reduction: Year Contracted: Construction Cost: Prime Contractor:

CSO 006 Catch Basin Disconnection City of Syracuse Corner of West Genesee St. and Sackett St. Harbor Brook 006 Catch Basin Disconnection 70,000 gal/yr TBD $25,000 (Engineerâ&#x20AC;&#x2122;s Estimate) DE Tarolli

Project Description: The CSO 006 Catch Basin Disconnection is a project that highlights a minimally invasive construction for maximum benefit in CSO volume reduction. The existing catch basin at the southwest corner of West Genesee and Sackett Streets is connected to the CSo 006 combined sewer.

Approximately 22,000 square feet of impervious drainage area on West Genesee Street drains to this catch basin and the Harbor Brook culvert is located less than 50 feet away from this catch basin. By disconnecting this catch basin from the combined sewer and connecting it to the Harbor Brook culvert, the combined sewer overflow volume at CSO 006 is reduced by 70,000 gallons per year (as predicted by the Countyâ&#x20AC;&#x2122;s SWMM model). This is a substantial benefit for a minimally invasive and low-cost project.

This project is planned to be constructed in 2019.

CSO 006 Catch Basin Disconnection Schematic

Version 12/13/2018

Project: Project Owner: Project Location:

FACT SHEET Bishop Avenue & Craddock Street Infiltration Manholes

Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: Construction Cost: Prime Contractor:

Bishop Avenue & Craddock Street Infiltration Manholes City of Syracuse Bishop Ave. (Elmhurst Ave. to West Colvin St.) & Craddock St. (Glenwood Ave. to Hillview Ave.) Midland 052 Infiltration Manhole 44,440 sq. ft.

782,884 gal/yr 2017 $160,840 DE Tarolli, Inc.

Project Description: In 2016 and 2017, Onondaga County developed a new green infrastructure technology, infiltration manholes, to capture stormwater runoff in areas where available space for green infrastructure is limited due to existing utilities. Infiltration manholes are akin to traditional dry wells, however, they are more robust and capture a greater volume of stormwater than dry wells. The walls of the infiltration manholes are perforated, and the structure is surrounded by infiltration stone to manage the captured stormwater. In 2018, construction was completed on the first infiltration manhole projects on Bishop Avenue and Craddock Street in the Elmwood neighborhood of Syracuse.

A total of eight infiltration manholes were installed on Bishop Avenue and Craddock Street. The infiltration manholes were placed in locations where traditional underground infiltration trenches were not feasible due to multiple existing utilities.

Installation of an Infiltration Manhole Stormwater runoff is captured from the street via existing and on Craddock Street new catch basins, allowing the water to infiltrate through the manhole and into the ground. High flows from large rain events (above one inch over two hours) flow back into the existing combined sewer system for safety.

Additionally, two catch basins on Bishop Avenue were separated to Furnace Brook as part of this project.

The existing plumbing from the catch basins was modified to direct the stormwater runoff into an infiltration manhole for water quality treatment before discharging into the enclosed Furnace Brook culvert.

In total, runoff from over 44,000 square feet of impervious drainage area is managed in these projects, resulting in more than 780,000 gallons of stormwater capture annually in the high priority area of CSO 052.

Version 6/28/2018

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GREEN IMPROVEMENT FUND

Green Improvement Fund Update: During the fourth quarter of 2018, two new GIF applications were received and will be reviewed by the GIF Committee during the first quarter of 2019. Three resubmissions of previously submitted applications were reviewed by the GIF Committee during the quarter and revised award amounts and contracts were issued by the County.

During the fourth quarter, three GIF projects reached the completion phase: 

900 East Fayette Street (CSO 027) featuring porous pavement, underground infiltration and added green space



800 Block LLC (Former Assumption School, CSO 020) featuring porous pavement



Home Headquarters – 1022 West Fayette Street (CSO 010) featuring porous pavement and added green space

Green Improvement Fund Summary (as of 12/31/18) Projects Completed

98

Contract/Implementation Phase

18

Projects in Award Phase

1

Applications Under Review

2

Inactive/Ineligible

53

Total Applications Received

172

Project: Project Owner: Project Location: Sewershed: CSO: GI Technology:

FACT SHEET 900 East Fayette Street

Capture Area: Runoff Reduction: Year Contracted: GIF Award:

900 East Fayette Street Private 900 East Fayette Street Clinton 027 Porous Pavement, Underground Infiltration, Added Green Space, Trees 20,899 sq. ft.

376,800 gal/yr 2015 $65,800

Project Description: The 900 East Fayette Street Green Improvement Fund (GIF) project, located at 900 East Fayette Street, was completed in 2018. The existing site was covered by 98 percent impervious surfaces prior to the project. This renovation project consisted of renovating the existing building and constructing a new building addition on the rear of the existing building.

The GIF work included porous pavement construction, re-plumbing of internal roof drains in the existing building to redirect stormwater into to the underground infiltration system beneath the porous pavement, and the addition of landscaped areas.

Construction of the Infiltration Bed and Porous Pavement Subbase

By capturing the stormwater runoff from the buildings and parking lots, the system allows for the water to infiltrate into the subsoil, improving water quality, and reduces the amount of stormwater entering the combined sewer system.

In total, 20,899 square feet of impervious area is managed by the installed green infrastructure, equating to approximately 376,800 gallons of stormwater runoff capture annually.

Porous Asphalt Parking Lot, Added Green Space Areas Around Perimeter of the Lot in Progress

Version 12/13/2018

Project:

FACT SHEET 800 Block LLC â&#x20AC;&#x201C; 812 North Salina

Project Owner: Project Location: Sewershed: CSO: GI Technology: Capture Area: Runoff Reduction: Year Contracted: GIF Award:

Project Description: The 800 Block LLC Green Improvement Fund (GIF) project, located at 812 North Salina Street, was completed in 2018. This project involved the removal of impervious asphalt parking areas and the installation of porous pavement areas.

Internal roof drains were re-plumbed to redirect stormwater onto the porous pavement. This GIF project is part of a larger renovation project for the entire property. This property, the former Assumption School, will eventually be converted into a mixed-use residential property.

By capturing the stormwater runoff from the building and parking lots, the system allows water to infiltrate into the subsoil. This improves water quality, and reduces the amount of stormwater entering the combined sewer system.

800 Block LLC â&#x20AC;&#x201C; 812 North Salina Street Private 812 North Salina Street Clinton 020 Porous Pavement 24,540 sq. ft.

472,400 gal/yr 2017 $158,200

Construction of the infiltration bed beneath the porous pavement

In total, 24,540 square feet of impervious area is managed by the installed green infrastructure, equating to approximately 472,400 gallons of stormwater runoff capture annually.

Photo of newly installed porous asphalt postconstruction

Version 12/13/2018

Project: Project Owner: Project Location: Sewershed: CSO: GI Technology:

FACT SHEET Home Headquarters – 1022 West Fayette Street

Capture Area: Runoff Reduction: Year Contracted: GIF Award:

Home Headquarters – 1022 West Fayette Street Private 1022 West Fayette Street Harbor Brook 010 Porous Pavement, Added Green Space 11,963 sq. ft.

226,500 gal/yr 2017 $61,400

Project Description: The Home Headquarters Green Improvement Fund (GIF) project, located at 1022 West Fayette Street, was completed in 2018. The project included the construction of a porous asphalt lot and added greenspace to replace the previous impervious asphalt and compacted stone surface. This project is part of a larger redevelopment of the property by Home Headquarters and Syracuse Vibrant Spaces to turn a previously vacant building into a mixed use commercial and residential property.

The GIF work included porous pavement construction, re-plumbing of internal roof drains in the existing building to redirect stormwater onto the porous pavement system, and the addition of landscaped areas.

Construction of the Infiltration Bed Beneath the Porous Pavement

By capturing the stormwater runoff from the building and parking lots, the system allows for the water to infiltrate into the subsoil, improving water quality, and reduces the amount of stormwater entering the combined sewer system.

In total, 11,963 square feet of impervious area is managed by the installed green infrastructure, equating to approximately 226,500 gallons of stormwater runoff capture annually.

Completed Project – Porous Pavement and Added Green Space

Version 12/14/2018

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METRO WWTP PHOSPHORUS PROJECTS /TMDL/AMBIENT MONITORING PROGRAM UPDATE

ACJ Quarterly Status Report – 4th Quarter 2018 METRO WWTP PROJECTS The Metro Optimization project is in its final stages and expected to be completed in Spring 2019.

AMBIENT MONITORING PROGRAM (AMP) Onondaga Lake Water Quality Monitoring Program Onondaga Lake Sampling Summary (October - December 2018) October 2018:  Lake Special Weekly sampling events: October 1, 15 and 19  Lake Biweekly sampling events: October 9, and 23 November 2018:  Lake Biweekly sampling event: November 27  Lake Quarterly sampling event: November 14 December 2018:  Lake Biweekly sampling event: December 4

Tributary Water Quality Monitoring Program Tributary Sampling Event Summary (October – December 2018) October 2018:  Tributary Bacteria sampling events: October 8, 11 and 25  Tributary High Flow sampling event: October 3  Tributary Biweekly sampling event: October 16 November 2018:  Tributary Biweekly sampling event: November 20  Tributary Quarterly sampling event: November 7 December 2018:  Tributary Biweekly sampling events: December 11 and 19

Tributary Bacteria Compliance (August - October 2018)

Table 1 below summarizes the results of the bacteria compliance assessment for samples collected at the routine AMP sampling sites during the August through October tributary sampling events.

Sampling Site

Table 1: AMP Tributary Bacteria Monthly Compliance Assessment1 (August - October 2018) August September

Harbor Brook Harbor Brook at Velasko Road Harbor Brook at Hiawatha Boulevard Onondaga Creek Onondaga Creek at Tully Farms Road Onondaga Creek at Dorwin Avenue Onondaga Creek at Kirkpatrick Street Ley Creek at Park Street Ninemile Creek at Lakeland (Route 48) Bloody Brook at Onondaga Lake Parkway Tributary 5a at State Fair Boulevard Sawmill Creek at Onondaga Lake Recreational Trail

October

X X

X X

√ X

X X X X X X X

X X X X X X X

X X X X X X X

X

X

X

1

Compliance assessed with the applicable NYS Ambient Water Quality Standard (AWQS) for Fecal Coliform bacteria in the surface water as set forth in 6NYCRR Part 703.4 as follows: “The monthly mean geometric mean, from a minimum of five examinations, shall not exceed 200.”

ACJ Compliance Status Onondaga County has reached a milestone with the final compliance deadline of December 31, 2018, and the 20-year 1998 Onondaga Lake Amended Consent Judgment is drawing to a close (refer to the attached ACJ Outreach Newsletter). The in-lake water quality goals have been achieved, as demonstrated by Onondaga Lake’s mesotrophic condition. The CSO compliance schedule set forth in the ACJ includes deadlines for CSO capture and milestones for gray infrastructure project implementation. The County has worked diligently to maintain compliance with the schedules set forth in the ACJ and has successfully met all major milestones for gray infrastructure implementation and has achieved the CSO capture goals ahead of schedule.

The second key metric of success of infrastructure improvements, as specified in the 2009 ACJ Fourth Stipulation, is compliance with water quality standards in the CSO impacted tributaries for one full year.

Despite completion of most ACJ abatement projects, CSOs continue to contribute to elevated fecal coliform and exceedances of AWQS in Onondaga Creek and Harbor Brook during wet weather, based on the evaluation of the Post Construction Compliance Monitoring (PCCM) program data to-date.

BIOLOGICAL MONITORING PROGRAM (October – December 2018) Sampling Summary (October)  Collected zebra mussel samples from Onondaga Lake  Started picking and sorting zebra mussel samples Sampling Summary (November)  Completed picking and sorting zebra mussel samples Sampling Summary (December)  Starting picking and sorting Tributary macroinvertebrate samples

Yellow Perch in Onondaga Lake Yellow Perch are native to New York State and one of its most important game species. Yellow Perch and have been found in Onondaga Lake at least since 1927 when they were collected as part of a biological survey of the Oswego River watershed (Greely 1928). Yellow Perch are one of the more abundant species found in Onondaga Lake and in 2017 comprised 12% of electrofishing catch of adult fish (Figure 1).

Figure 1.

Fish community structure based on electrofishing catches in Onondaga Lake 2017.

Yellow Perch, have generally increased since 2000 (Figure 2), presumably in responses to increased macrophyte coverage, improved water quality, increased dreissenid mussel abundance, and variation in climatic conditions.

Figure 2.

Catch per hour of Yellow Perch boat electrofishing, Onondaga Lake 2000 â&#x20AC;&#x201C; 2017.

Yellow Perch (14 inches) caught while fishing in Onondaga Lake January 5, 2019.

Yellow perch is a species that thrives in warm-to-cool water habitats and is most plentiful in open water with moderate vegetation, clear water and bottoms of muck or sand and gravel. Adult perch feed primarily on immature insects, larger invertebrates, (crayfish) and the eggs and young of other fish, which they take both from open water and from the bottom. In turn, bass, walleye and northern pike all prey on perch. Yellow Perch populations in Onondaga Lake should continue to improve in response to improving lake conditions.

Literature Cited Greeley, J.R. 1928. Fishes of The Oswego Watershed. In: A biological survey of the Oswego River system.

Supplemental to the 17th Annual Report. State of New York Conservation Department, Albany, NY.

ACJ Outreach Newsletter

Winter 2019

20

Onondaga County has reached a milestone as the -year Onondaga Lake Amended Consent Judgment is drawing to a close. The numbers tell the story...

How did the ACJ begin?

What did we accomplish?

3

Key organizations: • NYS Department of Environmental Conservation • Atlantic States Legal Foundation (ASLF) • Onondaga County

WASTEWATER TREATMENT

98%

Drop in ammonia levels in Metro's outflow after treatment upgrades

2

3

Major goals set: • Improve wastewater treatment • Improve stormwater collection • Monitor the lake and tributaries to measure results

Years of negotiation (1996-98)

Lake water quality improved following Metro upgrades Summer average (µg/L) 1600

Ammonia-N

Total Phosphorus

70 60

1200

50 40

800

30 20

400

10 0

STORMWATER COLLECTION

623 million

Gallons of stormwater captured annually through gray and green infrastructure projects

BEFORE upgrades

AFTER upgrades

BEFORE upgrades

AFTER upgrades

0

Capture of combined sewer overflow volume

Green infrastructure projects completed since 2009

$654 million 100% 9+

What does it mean for Onondaga Lake?

3-fold

Increase in water clarity due to an

84%

drop in algae J. Ryan McMahon, II County Executive

Drop in phosphorus levels in Metro's outflow after treatment upgrades

97.6% 200+

How did we do it?

Investment in wastewater treatment upgrades, stormwater collection projects, and monitoring

80%

Commitment to staffing, innovation, and technology

Partners Onondaga County, NYSDEC, ASLF, Onondaga Lake Watershed Partnership, municipalities, USEPA, Syracuse University, SUNY ESF, and many others

300%

Increase in largemouth bass catch rates due to expanded habitat Tom Rhoads, P.E. Commissioner

p

LEGISLATIVE /REGULATORY / MEDIA UPDATE

Legislative/Regulatory Update Action Items for the County Legislature (October – December) 

Approving proposed improvements for the Onondaga County Sanitary District consisting of the removal of extraneous flows from the Meadowbrook-Limestone WWTP.



Authorizing the issuance of $9,000,000 bonds to pay the cost of improvements for the Onondaga County Sanitary District consisting of the removal of extraneous flows from the Meadowbrook-Limestone WWTP.



Calling a public hearing in connection with proposed improvements for the Onondaga County Sanitary District related to the Metro Thickener Rehabilitation Project.



Calling a public hearing in connection with proposed improvements for the Onondaga County Sanitary District related to the Brewerton WPCP Asset Renewal Project.



Calling a public hearing in connection with proposed improvements for the Onondaga County Sanitary District related to the Metro Digester Phase II Improvements Project.



Calling a public hearing in connection with proposed improvements for the Onondaga County Sanitary District related to the Metro Biosolids Drying Project.



Authorizing the execution of agreements to accept grant funds from the NYSDEC in connection with the installation of cogeneration units at Metro.



Approving proposed improvements for the Onondaga County Sanitary District consisting of the Metro Thickener Rehabilitation Project and authorizing $3,730,000 serial bonds to pay the cost of improvements.



Approving proposed improvements for the Onondaga County Sanitary District consisting of the Brewerton WPCP Asset Renewal Project and authorizing $12,575,000 serial bonds to pay the cost of improvements.



Approving proposed improvements for the Onondaga County Sanitary District consisting of the Metro Biosolids Drying Project and authorizing $15,106,000 serial bonds to pay the cost of improvements.

Action Items for the Environmental Protection Committee (December) 

None to Report.

Q4 Social Media and Outreach

Social Media Ad Campaigns Save the Rain social media promotion during the 4th quarter of 2018 was very successful and achieved over 1 million impressions and drove almost 6,000 visits to the STR website. The 4th Quarter saw the start of our digital ad campaign, furnished by The Digital Hyve. They used a multifaceted approach to spread the Connect the Drops message to encourage people to keep litter off of our streets and out of our waters. Outreach video messages featuring local Syracuse basketball coach, Jim Boeheim, his wife Juli, and local Syracuse football coach Dino Babers launched in the 4th quarter. The Connect the Drops YouTube videos were supplemented by the 12 Connect the Drops billboards that were launched in the 3rd quarter of 2018. The attached report takes a deeper dive into the video ad campaign and its successes.

STR Outreach Activities – Save the Rain in the Schools Save the Rain kicked off it’s “Save the Rain in the Schools” outreach initiative during the 4th quarter of 2018. A Save the Rain educator visited 12 different classrooms, totaling 354 students (grades 2-12), in schools throughout Onondaga County. An in-class, 30-minute presentation provides students with a bird's eye view of the Save the Rain program, green infrastructure, and the rebirth of Onondaga Lake. The lesson is then reinforced with a game of Save the Rain Jeopardy. This program was launched in October 2018 and the County has continued to see interest and requests for presentations from educators all over Onondaga County. Learn more at http://savetherain.us/str-in-the-schools/

Q4 Social Media and Outreach

GIS Map and CSO Story Map The STR website includes information about each of the over 200 green infrastructure projects that have been constructed since 2010. Historically, the projects have been available to the community in list form. In the 4th quarter of 2018, the STR team developed a green infrastructure map using the ESRI Story Map tool. The link to the Story Map can be found by clicking the “Projects” tab on the STR website. This map (pictured below) allows users to search for projects in specific geographic locations and then click on a project for more information. Each project contains a picture, the project name and address, the infrastructure type and capture, a short project description and a link to more information, which leads users to savetherain.us. Green projects and green streets are included in the green infrastructure map.

Q4 Outreach Events Save the Rain attended many outreach events in the 4th quarter of 2018 and used this opportunity to spread the word about Save the Rain, green infrastructure, and Connect the Drops. The program added two new outreach activities: a Save the Rain Trivia Wheel and a model green infrastructure house complete with a museum-grade informational poster. This model home is currently featured at The MOST and demonstrates different types of green infrastructure technologies to museum visitors.

Some events attending this quarter include:  American Chemical Society and Manlius Pebble Hill: Green Avenger’s Science Night

Q4 Social Media and Outreach

An ESRI Story Map was also created to better explain combined sewer overflows. The link to this Story Map is on the â&#x20AC;&#x153;Milestonesâ&#x20AC;? page, which can be found on the STR homepage. This tool helps users understand CSOs, explains what the County has done to help reduce overflow events, shares key milestones and links back to the STR website. Both Story Maps developed in the 4th quarter of 2018 have been shared on social media and have garnered a positive response.

Q4 Social Media and Outreach

Content updates to the STR website pages themselves also occurred in the 4th quarter of 2018.

The Onondaga Lake section of the website now includes a short history and up to date information about the restoration of Onondaga Lake. Visually compelling graphics supplement the website narrative. A new “Partners” page was also added to the site and offers information about STRs relationship with The MOST, Baltimore Woods, Onondaga Earth Corps and Cornell Cooperative Extension. More information about these partnerships can be found in the following section.

Q4 Outreach Events The Save the Rain team attended many outreach events in the 4th quarter of 2018 to spread the word about the program, green infrastructure and Connect the Drops. Two new outreach activities were developed: a Save the Rain Trivia Wheel and a model green infrastructure house, featuring a museum-grade informational poster. This model home is currently on display at The MOST and demonstrates different types of green infrastructure technologies to museum goers.

Examples of outreach activities can be seen below. 

American Chemical Society and Manlius Pebble Hill: Green Avenger’s Science Night



Baltimore Woods/Carrier’s Green Apple Day of Service at Seymore Dual Language Academy

Q4 Social Media and Outreach

Q4 Outreach Events Continued 

SOHO Syracuse Small Business Show



Save the Rain Tree Planting Event

Q4 Social Media and Outreach

Q4 Outreach Events Continued 

Save the Rain tabling at the MOST



Lecture at Syracuse University

Q4 Social Media and Outreach

Q4 Facebook Highlights

Q4 Social Media and Outreach

Q4 Facebook Highlights

Q4 Social Media and Outreach

Q4 Social Media and Outreach

Q4 Facebook Highlights

Q4 Social Media and Outreach

Q4 Facebook Highlights Continued

Q4 Social Media and Outreach

Q4 Twitter Highlights

Q4 Social Media and Outreach

Q4 Twitter Highlights Continued

Q4 Social Media and Outreach

Q4 Twitter Highlights Continued

October December 2018 Page 1 of 11

 Objectives & Actions

1,049,432 5,943 Impressions

Clicks

Objective To raise awareness of the Save The Rain's Connect The Drop program. Through raising awareness of this program, we hope to decrease the litter in Onondaga County and help keep Onondaga Lake clean.

Actions Channels: We utilized Facebook/Instagram, a Facebook Page Likes campaign, YouTube, and Display ads for our October through December campaigns.

Targeting: We targeted people 18 and older living in Onondaga County for the rst 2 months, then adjusted this in December to target people 13 and older in Onondaga County.

Page 2 of 11

 Social Overview - Page Likes 24,048 Reach

Ad

2.27

54,553

Frequency

Impressions

488

Page Likes

Ad Name

Social Ad Set

Reach

Freq

Impr

Page Likes

Static Likes 2

Save The Rain Page Likes

10,394

2.00

20,773

275

Static Likes 1

Save The Rain Page Likes

10,054

1.79

17,988

213

Page Likes 1

Page Likes

900

1.22

1,095

0

Page Likes 2

Page Likes

8,454

1.74

14,697

0

Page 3 of 11

 Social Overview - Static & Video Ads 95,934 Reach

Ad

4.60

Frequency

441,386 Impressions

4,593

1.04%

Clicks

783

CTR

Post Rxns

Video Views

Video Views

Shares

0.86% 316

35,729

45

128,851 1,661

1.29%

180

22,231

19

1.93

52,668

678

1.29%

225

0

23

5,684

1.29

7,329

82

1.12%

51

0

3

2,185

1.23

2,684

24

0.89% 11

0

3

Ad Name

Social Ad Set

Reach

Freq

Impr

Vid2

Save The Rain

62,175

4.02

249,854 2,148

Vid 1

Save The Rain

44,952

2.87

Static Ad 3

Save The Rain

27,255

Static Ad 1

Save The Rain

Static Ad 2

Save The Rain

Page 4 of 11

Clicks

CTR

Post Rxns

57,960

 Social Demographics - Page Likes AGE GROUP PAGE LIKES

13-17 18-24 25-34 35-44 45-54 55-64 65+

Age

Likes

65+

195

55-64 151 45-54 71 35-44 33 25-34

23

18-24

14

13-17

2

GENDER PAGE LIKES

female male unknown

Page 5 of 11

Gender

Likes

female

340

male

145

unknown 4

 Social Demographics - Clicks AGE GROUP CLICKSHARE

18-24 25-34 65+ 55-64 35-44 45-54 13-17

Age

Clicks

18-24

1,517

25-34

853

65+

650

55-64

597

35-44

440

45-54

430

13-17

106

Gender

Clicks

male

2,826

female

1,741

GENDER CLICKSHARE

male female unknown

Page 6 of 11

unknown 26

 Social Engagement

Page 7 of 11

 Display 402,002 1,220 Impressions

Clicks

Ad

0.30% CTR

Impr

Clicks

CTR

166,199

409

0.25%

109,072

299

0.27%

96,158

344

0.36%

22,703

160

0.70%

Ad name: 320x50 (75).jpg; 320 x 50 savetherain.us

Ad name: 300x250 (74).jpg; 300 x 250 savetherain.us

Ad name: 728x90 (81).jpg; 728 x 90 savetherain.us

Ad name: 300x600 (73).jpg; 300 x 600 savetherain.us

Page 8 of 11

 Display (cont.)

Ad

Impr

Clicks

CTR

7,870

8

0.10%

Ad name: 160x600 (77).jpg; 160 x 600 savetherain.us

Page 9 of 11

 YouTube 151,491

130

Impressions

57,640

Clicks

38.05%

Views

View rate

Video Title

Impr

Clicks

Views

View Rate

Save The Rain Carrier Dome

86,965

66

31,308

36.00%

Courts 4 Kids Jim and Juli

28,875

33

9,880

34.22%

Save The Rain Jim and Juli 30

35,651

31

16,452

46.15%

Video played to 25%

Video played to 50%

Video played to 75%

Video played to 100%

Save The Rain Jim and Juli 30

Save The Rain Carrier Dome

Page 10 of 11

80 .0 0%

75 .0 0%

70 .0 0%

65 .0 0%

60 .0 0%

55 .0 0%

50 .0 0%

45 .0 0%

40 .0 0%

35 .0 0%

30 .0 0%

25 .0 0%

20 .0 0%

15 .0 0%

10 .0 0%

5.

00 %

0.

00 %

Courts 4 Kids Jim and Juli

Google Analytics: Digital Hyve Campaigns Digital Hyve Campaigns

3,941

Pageviews

87.21%

3,157

3,620

1.09

1

New Users

% New Sessions Pages / Session

30

How You Can Help Button Click

OVERALL WEBSITE TRAFFIC

5

Rain Barrels Button Click

Sessions

Plant Street Trees Button Click

7

Block Litter Button Click

*Please Note: Due to tracking issues and outbound links from the landing page engagement metrics are not totally accurate for November and December.

SOURCE BREAKDOWN - DIGITAL HYVE CAMPAIGNS

Sessions 4k 3k

2k 1k 0

October 2018

November 2018

December 2018

OVERALL WEBSITE TRAFFIC New Users 3000 2500 2000

facebook display youtube

1500 1000 500 0

Page 11 of 11

October 2018

November 2018

December 2018

p

FINANCIAL UPDATE

Financial Update Contracts New Contracts   

Master Term Services – Green Design Contract with JMT of NY, Inc. for design of green streets.

Executed: 10/12/18.

 

Intermunicipal Agreement – City Road Reconstruction Contract with the City of Syracuse for design of green infrastructure elements in annual road reconstruction program.

Contract Amount: $625,000.

Executed: 10/12/18.

   

Green Improvement Fund Contract with Assumption Church for reimbursement of green improvements in the Clinton sewershed.

Contract amount: $203,900.

Executed: 10/10/18.

Amendments to Existing Contracts 

None to report.

Change Orders 

None to report.

1

Funding

Grants

Federal EPA Funds  Reimbursements requested: None  Reimbursements received: None Federal Army Corps of Engineers Funds  Reimbursements requested: None  Reimbursements received: None 

GIGP Grants Requested: None Received: None

EFC Reimbursements Received: HB LT $33,573.45 on 10/2/18 Clinton LT $25,180.08 on 10/2/18 Midland LT $25,180.08 on 10/2/18 Optimization ST $479,923.85 on 10/10/18 Midland LT $23,224.70 on 10/10/18 Clinton LT $7,852.34 on 11/30/18 HB LT $10,531.21 on 11/30/18 Midland LT $7,852.34 on 11/30/18 Midland LT $21,140.83 on 12/11/18 Optimization ST $486,432.30 on 11/30/18

Onondaga County Lake Improvement Project 4th Stipulation of the ACJ Clinton/Lower MIS CSO Improvements Summary of Current and County Authorizations

Total Project Costs Expended To 12/31/18

Project /Task/Line Item Clinton Street CSO Facility Planning (Original) Engineering Services (EEA) $ Original Facility Plan Subtotal $

751,266 751,266

$ $

751,266 $ 751,266 $

Clinton Street CSO Conveyances Project Contract No. 1 - Phase 1 Conveyances (Delaney) Contract No. 2 - Phase 2A Conveyances (Delaney) Engineering/Construction Services (CDM/C&S) Conveyances Subtotal

$ $ $ $

14,478,053 4,074,455 2,738,000 21,290,508

$ $ $ $

14,478,053 4,074,455 2,738,000 21,290,508

Clinton Storage Project (1) Construction Estimate Engineering Services (EEA and others) Construction Management and Administration (CDM/C&S) Construction Testing (CME)

$ $ $ $

77,742,858 12,122,013 4,833,411 327,847

$ $ $ $

79,831,600 11,925,712 4,521,602 277,716

CSO Storage Subtotal $

95,026,129

$

Facility Plan for CSOs 027 & 029 Construction Estimate Engineering Services (Ch2MHill) Engineering Services (TBD) Floatables Arcadis County Administration and Other Costs Facility Plan Subtotal

$ $ $ $ $

3,100,000 91,211 782,032 3,973,243

Clinton/Lower MIS Green Implementation Program Construction Contracts incl. GIF Public/Private $ Ch2MHill Program Management & Engineering $ Green Subtotal $

38,508,611 15,900,000 54,408,611

Program Management Project Management (CDM/C&S) Project Management for Facility Plan (CDM/C&S) (2) $ Program Management Subtotal $ Miscellaneous County Costs Land Acquisition IMA Legal Consulting (John Clare & Mezey) Debt Other Contingency

Authorization Remaining

Total Proposed Budget

$ $ $ $

(0) (0) 0 (0)

$ $ $ $ $ 96,556,631 $

(2,088,742) 196,301 311,809 50,131 (1,530,502)

$

$ 91,186 $ 46,274 $ $ 137,460 $

3,100,000 25 735,758 3,835,783

$ $ $

33,455,909 $ 11,900,497 $ 45,356,406 $

5,052,702 3,999,503 9,052,205

$

$ $ $

$ $

-

$ $ $ $ $ $ $ Miscellaneous Subtotal $

3,726,350 4,861,000 126,115 301,334 234,885 310,738 489,863 10,050,285

$ $ $ $ $ $

$

185,500,042

$

Authorized Budget 185,500,042

Notes: (1) Includes engineering costs from original Clinton RTF Project (2) CDM/C&S Project Management costs are included in the total facility plan costs

(0) (0)

$

-

3,726,350 3,959,746 350,857 226,334 884,828 740,944

$ $ $ $ $ $ $ 9,889,058 $ 173,981,330

$

-

901,254 (224,742) 75,000 (649,943) (430,206) 489,863 161,227 11,518,712

Onondaga County Lake Improvement Project 4th Stipulation of the ACJ Harbor Brook Drainage Basin CSO Abatement Summary of Current and Proposed Costs, and County Authorizations Total Project Costs Total Proposed Budget

Project /Task/Line Item

Expended to 12/31/18

Authorization Remaining

Harbor Brook CSO Abatement Project Original Engineering Expenses

$

5,500,000

$

5,500,000

$

HBIS Replacement and CSO Abatement Project Construction Contract No. 1 (1) (JJ Lane) Other Miscellaneous Work Engineering/Construction Sevices (CDM/C&S) County Administration and Other Costs

$ $ $ $

18,289,918 2,482,920 2,012,615 114,547

$ $ $ $

23,391,425 2,651,315 956,074

$ $ $ $

(5,101,507) 2,482,920 (638,700) (841,527)

HBIS Replacement and CSO Abatement Project Total $

22,900,000

$

26,998,814

$

(4,098,814)

$ $ $ $ $ $

34,502,000 4,200,000 3,390,000 2,280,000 44,372,000

$ $ $ $ $ $

29,468,827 3,971,487 4,600 1,497,536 5,360,579 40,303,030

$ $ $ $ $ $

5,033,173 228,513 (4,600) 1,892,464 (3,080,579) 4,068,970

$ $ $ $ FCF Program Total $

12,000,000 1,878,731 800,000 400,000 15,078,731

$ $

144,843 15,300

$

160,143

$ $ $ $ $

12,000,000 1,733,888 784,700 400,000 14,918,588

Lower Harbor Brook Storage & Conveyance Construction Estimate (with contingency) Engineering Services (EEA) Barton & Loguidice (flood plain dev permit) Engineering Services (CDM/C&S) Project Escalation to Midpoint of Construction Lower Harbor Brook Storage & Conv Total Harbor Brook CSOs FCF Program Construction Estimate Engineering Services (Arcadis) County Administration and Other Costs Project Escalation to Midpoint of Construction

Other Harbor Brook Green Construction Contracts incl. GIF Public/Private & Rain Barrels O'Brien & Gere Wetlands disinf project CH2MHILL Cso 018 Monitoring Ch2MHill Engineering & Program Management Harbor Brook Green Project Total

-

$ $ $ $ $

13,000,000 3,650,000 16,650,000

$ $ $ $ $

17,172,648 79,948 185,599 6,730,409 24,168,603

$ $ $ $ $

(4,172,648) (79,948) (185,599) (3,080,409) (7,518,603)

Program Management Project Management (CDM/C&S) $ Project Management for FCF Plan Implem (CDM/C&S) $ Program Management Total $

499,269 499,269

$

2,813,628

$

(2,314,359)

$

2,813,628

$

(2,314,359)

Harbor Brook Mitigation

$

3,500,000

$

3,265,000

$

235,000

Total Costs for Harbor Brook CSO Area under 4th Stip

$

108,500,000

$

103,209,218

$

5,290,782

Onondaga County Lake Improvement Project 4th Stipulation of the ACJ Midland CSO Abatement Summary of Current and Proposed Costs, and County Authorizations

Total Project Costs Total Proposed Budget

Project /Task/Line Item Midland Ave. RTF & Conveyances Midland Phase 1 Conveyances - Construction Midland Phase 2 RTF & Conveyances - Construction Midland Demolition Contracts - Construction Other Construction Phase 1 and 2 Engineering (Parsons & EEA) CME Construction Testing RTF Modifications (Construction, Eng, CM, Admin) Facility Plan Total

Expended to 12/31/18

Authorization Remaining

$ $ $ $ $ $ $ $

1,836,434 53,372,689 748,483 137,000 14,717,163 227,341 3,000,000 74,039,110

$ $ $ $ $ $

1,836,434 53,372,689 748,483 136,342 12,503,353 219,815

$

68,817,116

$ $ $

12,296,549 64,800 750,000

$ $ $

12,098,662 66,130 729,224

$

13,111,349

$

12,894,017

FCF Facility Plan Construction Estimate Engineering Services (Arcadis and others) Construction Management and Administration Project Escalation to Midpoint of Construction Clinton Storage Project Total

$ $ $ $ $

1,300,000 623,954 210,000 2,133,954

$ $

38,802 46,039

$ $ $

1,261,198 577,915 210,000

$

84,841

$ $

2,049,113 2,049,113

Facility Plan for Midland CSOs Construction Estimate Engineering Services (Ch2MHill) Engineering Services, County Admin, ect (TBD) Facility Plan Total

$ $ $ $

14,900,000 121,401 3,720,000 18,741,401

$ $ $ $

121,368 194,400 315,768

$ $ $ $ $

14,900,000 33 3,525,600 18,425,633 18,425,633

Midland Green Implementation Program Construction Contracts incl. GIF Public/Private $ Ch2MHill Program Management & Engineering $ Clinton Green Program Total $

7,500,000 3,917,636 11,417,636

$ $ $

15,037,075 3,337,157 18,374,232

$ $ $ $

(7,537,075) 580,479 (6,956,596) (6,956,596)

6,530,602

6,641,383 6,641,383

$

(110,781)

6,530,602

$ $ $

$ $

(110,781) (110,781)

$

1,809,802

$

1,809,802

$

$ $ $ $ $ Miscellaneous Costs Total $

182,323 194,317 635,031 2,591,117 526,211 5,938,801

$ $ $ $ $

$181,975 194,317 749,680 529,813 3,465,586

$ $ $ $ $ $

348 0 (114,649) 2,591,117 (3,602) 2,473,215

131,912,853

$

$

21,319,909

CSO 044 Conveyances Project Contract No. 6. - JJ Lane Construction Contingency 5% Engineering Services (EEA) Construction Management Sevices (CDM/C&S) see below Conveyances Project Total

Program Management Project Management (CDM/C&S) includes CSO 044 $ Project Management for Facility Plan (CDM/C&S) (1) Program Management Total $

Miscellaneous County Costs Land Acquisition IMA Legal Consulting (John Clare & Mezey) Debt Contingency Other

Total Cost for Midland project under 4th stipulation

$

Authorized Master Budget $128,300,000

Notes: (1) CDM/C&S Project Management costs are included in the total facility plan costs

110,592,944

$ $ $ $ $ $ $ $ $

(0) (0) 0 658 2,213,810 7,526 3,000,000 5,221,994 5,221,994

$ $ $ $ $ $

197,887 (1,330) 20,776 217,332 217,332

-

Onondaga County Lake Improvement Project 4th Stipulation of the ACJ Sewer Separation of CSO Areas 022/038/040/045/046A/046B/047/048/050/051/053/054 Summary of Current and Proposed Costs, and County Authorizations

Total Proposed Budget

Project /Task/Line Item Sewer Separation Construction Contracts CSO 024 (Falter) CSO 053/054 (Falter) CSO 038//40/046A/046B (Falter) CSO 047/048 (Falter) CSO 050 (Lane) CSO 051 (Lane) CSO 022/045 (Lane ed Joy)

Total Project Costs Expended to 12/31/18

Authorization Remaining

Construction Total

$698,864 $2,000,817 $3,598,931 $1,654,022 $4,362,188 $5,037,280 $6,750,000 $24,102,102

$698,864 $2,000,817 $3,524,487 $1,654,022 $4,362,188 $5,037,280 $5,611,423 $22,889,082

$0 $0 $74,444 $0 $0 $0 $1,138,577 $1,213,020

Service Contracts (Engineering /Consulting /Program Management) ACE CDM/C&S CME Department of the Army Spectra Engineering/Management Total

$484,286 $1,446,468 $109,492 $153,504 $437,996 $2,631,746

$484,286 $1,997,539 $49,704 $153,504 $437,996 $3,123,029

$0 -$551,071 $59,788 $0 $0 -$491,283

Miscellaneous Costs Total

$135,084 $101,425 $116,269 $14,235 $569,885 $13,540 $950,438

$479,637 $101,425 $142,816 $14,235 $15,928 $4,093 $758,134

-$344,553 $0 -$26,547 $0 $553,957 $9,447 $192,304

Total

$27,684,286

$26,770,245

$914,041

Miscellaneous County Costs City of Syracuse Consulting (John Clare & Mezey) Debt Legal GREEN Other

Authorized by Legislature $27,684,286

Onondaga County Lake Improvement Project Save The Rain Education and Outreach Grant Summary of Current and Additional Costs, and County Appropriations December 2018

Funding Sources

Appropriations

Program Funding 09,10,11 Appropriations 2011 Suburban Green Infrastructure 2012 Appropriation 2011 Trolley Lot Parking Mitigation Appropriation* 2012 Green grant education 2013 Green Grant education 2014 Green Grant education 2015 Green Grant education 2016 Green Grant education 2017 Green Grant education 2018 Green Grant education Total Appropriation

$ $ $ $ $ $ $ $ $ $ $

875,000 200,000 400,000 125,000 200,000 400,000 400,000 100,000 185,000 185,000 170,000

$

3,240,000

Funding Uses Contract Amount

Retz Advertising + Design 2010/2011 Marketing Services 2012 Marketing Services Marketing Services Subtotal

$ $ $

411,789 224,303 636,092

Expended to Date $ $ $

411,789 224,303 636,092

Contract Amount $ 100,155 $ 110,212 $ 49,937 $ 13,040 $ 22,601 $ 7,937 $ 303,882

Expended to Date $ 84,510 $ 70,623 $ 27,024 $ 2,833 $ 22,601 $ 20,000 $ 227,590

SubTotal

$ $ $ $ $ $ $ $ $

21,000 4,000 1,200 5,200 3,000 1,000 4,000 60,614 100,014

$ $ $ $ $ $ $ $ $

10,131 78 1,359 35 2,022 50,328 63,953

Education & Outreach Subtotal

$ $ $ $ $

346,677 241,815 237,758 350,126 1,176,376

$ $ $ $ $

346,677 241,815 237,758 350,125 1,176,376

Environmental Finance Center Education and Outreach Environmental Finance Center Staff Onondaga Environmental Institute ESF Onondaga Earth Corps Baltimore Woods Nature Center Purchased Services (ASLF) SubTotal Non-Labor Expenses (EFC) Printing-Outreach Postage Travel Facilities Rental Program-related Supplies - Other Web -based Marketing Efforts Training Supplies and Materials Indirect/Overhead

2011 Education and Outreach 2012 Education and Outreach 2013 Education and Outreach 2014 Education and Outreach

Difference + (-)

$

(0)

Difference + (-)

$

0

Baltimore Woods Supplies Transport Travel Env Educator Hours Administrative Hours Dev & other

$ $ $ $ $ $ Baltimore Education & Outreach $

20,625 45,933 6,492 79,161 56,272 8,984 217,466

Contract Amount

Miscelaneous Ed/Outreach Expenses 2010/2011 Miscellaneous Exp. 2012 Miscellaneous Exp. 2013 Miscellaneous Exp 2014 Miscellaneous Exp 2015 Miscellaneous Exp 2016 Miscellaneous Exp 2017 Miscellaneous Exp 2018 Miscellaneous Exp

$ $ $ $ $ $ $ $

105,764 79,852 34,158 46,657 20,988 48,494 24,168 92,701

Travel Purchase card/Petty cash Rain harvest syst The Page seed Co Catering at the Zoo Jean Kessner RV Hall Enterp Lamar Adv All times publiching OCSWD Freelance sales Action Printware Galaxy Comm Just the right stuff Endeavor

MOST 7 Enterprises Marketing Focus Greater Syr OEI - RB Workshops Pinckney Hugo Grp Environmental Design and Research 2010/2011 media 2012 Media

Miscellaneous Subtotal

STR Education and Outreach Totals

Remaining Balance

$ $ $ $ $ $ $

15,376 35,166 3,589 65,106 47,755 3,810 170,801

$ $ $ $ $ $ $

Expended to Date $ $ $ $ $ $ $

105,764 79,852 34,158 46,657 20,988 48,494 24,168

$ $ $ $ $ $ $ $ $ $ $ $ $ $

3,169 25,538 1,860 2,154 7,500 694 1,125 620 682 273 1,830 1,700 300 350

Difference + (-)

$ $ $ $ $ $ $ $ $

50,000.00 200,000.00 20,000 37,470 399,562 20,000 28,750 1,500 -

$ $ $ $ $ $ $ $ $

22,500 70,281 17,375 32,668 399,562 20,000 28,750 1,500 -

$

$

1,210,065

$

1,000,512

$

Contract Amount

Expended to Date

$

$

3,240,000

2,983,781

5,249 10,767 2,903 14,055 8,517 5,174 46,665

209,553

Difference + (-) $

256,218

$

256,218

p

APPENDIX

Dec 2018 FINANCIAL TRACKING SUMMARY: FEDERAL & STATE GRANTS/LOANS APPROVED & RECEIVED

PROJECT NAME METRO - CURRENT AERATION SYSTEM UPGRADE AMMONIA REMOVAL DEMO BIOSOLIDS-MECHANICAL THICKENERS(c ) DIGESTER MOD/CHEMICAL STORAGE DIGITAL SYSTEM IMPROVEMENTS MISCELLANEOUS IMPROVEMENTS ODOR CONTROL AMMONIA REMOVAL FULL SCALE/ STAGE II PHOSPHORUS REMOVAL PHOSPHORUS REMOVAL PILOT PHOS TREAT OPTIMIZATION (587601) CSO - CURRENT CLINTON ST CONVEYANCE & RTF ERIE BLVD SEW SEP STORAGE FRANKLIN ST FCF HARBOR BROOK FCF HARBOR BROOK CSO ABATEMENT (a) HIAWATHA INTERCEPTOR/RTF KIRKPATRICK ST PUMP STATION MALTBIE ST FCF MIDLAND AVE CONVEYANCE MIDLAND AVE PHASE II & RTF MIDLAND AVE PHASE III MIDLAND AVE MITIGATION COSTS (b) NEWELL ST FCF ONONDAGA CREEK FCF SEWER SEPARATION(a) SIPHON REHABILITATION TEALL BROOK FCF WEST ST SEWER SEPARATION OTHER AMBIENT WATER MONITORING OXYGENATION DEMO SEQR REGULATORY TOTAL DOLLARS

PROJECT BUDGET

NYS GRANT APPROVED

NYS GRANT RECEIVED

FED EPA GRANT APPROVED

FED EPA GRANT RECEIVED

SHORT-TERM SHORT-TERM LONG-TERM LONG-TERM ACE EFC LOAN EFC LOAN EFC LOAN EFC LOAN GRANT APPROVED RECEIVED APPROVED RECEIVED APPROVED

$8,500,000 $2,000,000

$5,834,381 $1,145,109

$5,834,381 $1,145,109

$7,365,000 Full-Scale

$6,868,954 $202,078

$5,600,000 $2,900,000 $1,400,000 $7,700,000

$4,319,819 $1,563,317

$4,319,819 $1,563,317

$4,938,419 $1,849,000

$4,938,419 $1,849,000

$190,000,000 $5,000,000

$47,331,203

$47,331,203

$3,760,556

$1,880,278

$31,245,000 $3,000,000 $3,200,000 $250,000 $5,444,000 $8,000,000 $5,642,000 $250,000 $3,000,000 $45,000,000 $27,000,000

$56,370,000 $1,700,000 $3,828,053 $384,200 $3,880,000

$56,166,991 $1,700,000 $3,828,053 $384,200 $3,880,000

$7,502,302 $211,097 $26,055,238

$7,502,302 $211,097 $26,055,238

$1,310,000 $3,000,000 $7,704,000 $1,230,000 $175,000 $1,000,000

$367,737 $442,154

$367,737 $442,154

$870,768 $1,045,162 $2,299,460

$870,768 $1,045,162 $2,299,460

$54,705,015

$14,003,569

$34,900,616

$54,705,015

$15,378,304

$1,049,185

$14,613

$14,676,422 $775,509 $285,682

$14,711,148 $154,126 $3,833

$7,413,199

$7,389,197

ACE GRANT RECEIVED

$108,000,000 Full Scale $9,613,444

$105,860,930 $1,936,991 $4,378,417

$17,200,000

$989,323

$70,288,890 $2,301,876 $4,726,762

$41,834,264 $2,094,314 $4,589,759

$53,689,500

$46,700,136

$12,000,000 $212,000

$10,940,632 $188,106

$78,568,119 $923,162 $1,179,012 $343,500 $62,477,416 $2,710,169 $4,246,376

$40,095,486 $216,543 $296,823 $348,596 $26,379,099 $37,749 $828,115

$15,000,000 $10,000,000

$15,000,000

$37,339,317

$24,528,250

$1,024,433 $1,094,139 $2,481,443

$11,332,407 $140,623 $188,809 $395,540

$10,276,648 $1,958 $5,743 $6,621

$14,050,177 $14,050,177

$1,435,500 $1,236,594 $3,059,716

$251,982,015 $241,244,447 $126,283,870

$17,456,177 $17,456,177

$3,406,000

$3,406,000

$33,525,880

$8,000,000 $2,400,000 $50,000 *$380,000,000

$168,910,556 $166,827,269 $103,609,200 $103,609,200

*Original budget figures were based on 1997 dollars NYS includes awards beyond original pledge (i.e. civic strip) (a) NOTE: PROJECT IS US ARMY CORPS OF ENGINEERS PROJECT (b) NOTE: PROJECT RECEIVED $40,500 COST SHARE GRANT FROM (NYSERDA) (c )NOTE: PROJECT RECEIVED $87,500 COST SHARE GRANT FROM (NYSERDA)

$305,716,701

Lake Improvement Project Status Report For The Period Ending 12/31/2018

ACJ START DATE

Project Title

ACJ FINISH DATE

COUNTY FINISH DATE

ORIGINAL BUDGET(2)

AUTHORIZED BUDGET

ENGINEER

METRO - Current 1 AERATION SYSTEM UPGRADE 2 AMMON. REMOVAL DEMONSTRATION

11/1/1998

7/1/2002

01/03/00 $

8,500,000 $

3/1/2000

12/31/99 $

2,000,000 $

3 BIOSOLIDS - MECHANICAL THICKENERS

$

6,925,115 EEA

1

1,347,187 EEA

2

14,815,674

3

4 DIGESTER MOD/CHEMICAL STORAGE

7/1/2002

10/31/00 $

5,600,000 $

5,092,545 C&S

4

5 DIGITAL SYSTEMS IMPROVEMENTS

7/1/2002

06/31/01 $

2,900,000 $

3,520,317 Systems Integrated

5

6 MISCEL. IMPROVEMENTS

7/1/2002

01/31/99 $

1,400,000 $

1,400,000

6

7,700,000 $

8,393,855 OBG

7

$

128,688,040 EEA

8

5,000,000 $

4,111,714 EEA

9

$

2,840,000 GHD

$

185,500,042 EEA

7 ODOR CONTROL 8

7/1/2002

12/20/00 $

AMMONIA REMOVAL FULL SCALE/

10/1/2001

11/1/2003

11/01/03 $

125,000,000

STAGE II PHOSPHORUS REMOVAL

10/1/2003

4/1/2005

$

65,000,000

4/1/2006

4/1/2007

12/31/00 $

9 PHOSPHORUS REMOVAL - PILOT PHOSPHORUS OPTIMIZATION (587601) CSO - Current 10

CLINTON ST. CONVEYANCE/

5/1/2003

5/1/2007

10/28/06 $

15,987,190

CLINTON ST. RTF

5/1/2007

1/1/2012

12/28/10 $

15,258,090

7/1/2002

04/13/02 $

3,000,000 $

2,684,523 Barton & Loguidice

11

11 ERIE BLVD STORAGE SYSTEM 12 FRANKLIN ST. FCF

5/1/2000

05/01/00 $

3,200,000 $

4,948,516 EEA

12

13 HARBOR BROOK FCF

7/1/2002

07/01/02 $

250,000 $

889,109 EEA

13

14 HARBOR BROOK CSO ABATEMENT

7/1/2002

$

5,443,980 $

(3)

7/1/2002

12/31/00 $

8,000,000 $

16 KIRKPATRICK ST. PUMP STATION

7/1/2002

10/29/02 $

5,641,860 $

8/31/1998

7/1/2002

04/26/99 $

5/1/1999

5/1/2004

12/06/00 $

20 NEWELL STREET RTF

7/1/2002

07/01/01 $

1,310,000 $

473,132 Moffa & Assoc.

20

21 ONONDAGA CREEK FCF

7/1/2002

07/01/02 $

3,000,000 $

648,342 Parsons

21

22 SEWER SEPARATION

1/1/2012

01/01/12 $

7,703,880 $

27,684,286 OBG

22

23 SIPHON REHABILITATION

7/1/2002

06/11/99 $

1,230,000 $

1,026,391 C&S

23

7/1/2002

12/01/01 $

175,000 $

1,235,346 EEA

24

01/14/00 $

1,000,000 $

2,720,572 CHA

25

15 HIAWATHA INTERCEPTOR/RTF

4/26/1999

10

17 MALTBIE STREET FCF 18 MIDLAND AVE RTF & CSO ABATEMENT

25 WEST ST SEWER SEPARATION

6,047,183 EEA/Parsons

15 16

250,000 $

362,028 EEA

17

75,000,000 $

131,912,853 EEA

18

$

5/1/1999

14

12,558,335 EEA

19 MIDLAND AVE MITIGATION COSTS

24 TEALL BROOK FCF

108,500,000 Moffa & Assoc.

3,000,000

26 ERIE BLVD CSO ABATEMENT

19

New Project

26

OTHER 27 AMBIENT WATER MONITORING(4) 28 OXYGENATION DEMO PROJECT

5/1/1999

7/1/2002

$

4/1/2003

02/25/04 $

29 SEQRA REGULATORY COMPLIANCE(1)

$

TOTAL DOLLARS (2)

* $

*Original budget figures were based on 1997 dollars (1) SEQR costs are reflected in the individual projects under total payments to date (2) Original budget figures were based on 1997 dollars (3) Hiawatha project costs did not all appear on county account partial ACE (4) AMP is paid through operating funds not in projects

A-3

8,000,000 2,400,000 $

27 10,087

50,000

380,000,000 $

28 Parsons

667,335,192

29

Lake Improvement Project Status Report For The Period Ending 12/31/2018

CONSTRUCTION CONTRACT AMOUNTS

SOFT COST CONTRACTS

$

352,747 $

6,473,110

TOTAL PAYMENTS TO DATE

$

TOTAL ESTIMATED COST

FORECASTED COSTS

6,925,115

$

6,925,115 $

OVER/UNDER BUDGET

% COMPLETED EXPENDITURES

(1,574,885)

100.00%

(652,813)

100.00%

$

1,346,856

$

1,347,187

$

1,347,187 $

$

1,266,345 $

13,131,105

$

14,815,674

$

14,815,674 $

$

748,386 $

4,357,480

$

5,092,545

$

5,092,545 $

(507,455)

100.00%

$

451,713 $

2,974,514

$

3,520,317

$

3,520,317 $

620,317

100.00%

$

1,400,000

$

1,400,000 $

14,815,674

693,855

100.00%

100.00%

$

999,299 $

6,956,868

$

8,393,855

$

8,393,855 $

100.00%

$

21,289,868 $

106,962,810

$

128,688,040

$

128,688,040 $

(61,311,960)

100.00%

4,111,714

$

4,111,714 $

(888,286)

100.00%

$

4,055,734

$

$

1,749,597

$

12,115,146 $

12,079,854 $

24,195,000 $

24,195,000

50.07%

11,518,712 $

185,500,042 $

154,254,762

93.79%

$

34,294,218 $

127,115,744

$

173,981,330 $

$

901,556 $

1,734,929

$

2,684,523

$

2,684,523 $

$

973,543 $

3,920,238

$

4,948,516

$

4,948,516 $

1,748,516

100.00%

$

436,363 $

373,370

$

889,109

$

889,109 $

639,109

100.00%

$

22,748,443 $

77,385,459

$

103,209,216 $

5,290,784 $

108,500,000 $

103,056,020

95.12%

540,945

$

5,535,152

$

6,047,183

$

9,453,183 $

1,453,183

63.97%

2,520,394 $

9,882,154

$

12,558,335

$

12,558,335 $

6,916,475

100.00%

$ $ $

109,483 $

152,418

$

362,028

$

26,070,792 $

75,550,125

$

110,592,945 $

$

3,000,000 $

$

472,572

$

473,132

$

503,551

$

648,342 26,770,245 $

$

(315,477)

100.00%

$

362,028 $

112,028

100.00%

21,319,908 $

131,912,853 $

56,912,853

83.84%

$

3,000,000 $

3,000,000

100.00%

$

473,132 $

(836,868)

100.00%

$

648,342 $

(2,351,658)

100.00%

-

2,600,778 $

22,879,464

$

914,041 $

27,684,286 $

$

1,021,823

$

1,026,391

$

1,026,391 $

19,980,406 (203,609)

96.70% 100.00%

$

320,039 $

903,566

$

1,235,346

$

1,235,346 $

1,060,346

100.00%

$

403,332 $

2,311,126

$

2,720,572

$

2,720,572 $

1,720,572

100.00%

$

-

$

(2,389,913)

100.00%

$

$

10,087

125,166,639 $

469,621,456

$

22,506,457 $

$

10,087

$

660,073,349 $

-

$

10,087 $

51,123,299 $

692,096,192 $

A-4

320,146,192

Project Title

TOTAL PAYMENTS TO DATE 12-31-18

TOTAL PAYMENTS TO DATE 9-30-18

Change

METRO - Current 1 AERATION SYSTEM UPGRADE

$

6,925,115

$

6,925,115

$

-

2 AMMON. REMOVAL DEMONSTRATION

$

1,347,187

$

1,347,187

$

-

3 BIOSOLIDS - MECHANICAL THICKENERS

$

14,815,674

$

14,815,674

$

-

4 DIGESTER MOD/CHEMICAL STORAGE

$

5,092,545

$

5,092,545

$

-

5 DIGITAL SYSTEMS IMPROVEMENTS

$

3,520,317

$

3,520,317

$

-

6 MISCEL. IMPROVEMENTS

$

1,400,000

$

1,400,000

$

-

7 ODOR CONTROL

$

8,393,855

$

8,393,855

$

-

8 AMMONIA REMOVAL FULL SCALE/

$

128,688,040

$

128,688,040

$

-

STAGE II PHOSPHORUS REMOVAL

$

-

$

-

9 PHOSPHORUS REMOVAL - PILOT

$

4,111,714

$

4,111,714

$

PHOSPHORUS OPTIMIZATION

$

12,115,146

$

8,971,020

$

CSO - Current 10 CLINTON ST. CONVEYANCE/ CLINTON ST. RTF

$ $ $

173,981,330 -

$ $

173,847,915 -

$

3,144,126 133,415

$

-

11 ERIE BLVD STORAGE SYSTEM

$

2,684,523

$

2,684,523

$

-

12 FRANKLIN ST. FCF

$

4,948,516

$

4,948,516

$

-

13 HARBOR BROOK FCF

$

889,109

$

889,109

$

-

14 HARBOR BROOK CSO ABATEMENT

$

103,209,216

$

102,780,576

$

15 HIAWATHA INTERCEPTOR/RTF

$

6,047,183

$

6,047,183

$

-

16 KIRKPATRICK ST. PUMP STATION

$

12,558,335

$

12,558,335

$

-

17 MALTBIE STREET FCF

$

362,028

$

362,028

$

-

18 MIDLAND AVE RTF & CSO ABATEMENT

$

110,592,945

$

108,315,925

$

19 MIDLAND AVE MITIGATION COSTS

$

3,000,000

$

3,000,000

$

-

20 NEWELL STREET RTF

$

473,132

$

473,132

$

-

21 ONONDAGA CREEK FCF

$

648,342

$

648,342

$

-

22 SEWER SEPARATION

$

26,770,245

$

26,770,245

$

-

23 SIPHON REHABILITATION

$

1,026,391

$

1,026,391

$

-

24 TEALL BROOK FCF

$

1,235,346

$

1,235,346

$

-

25 WEST ST SEWER SEPARATION

$

2,720,572

$

2,720,572

$

-

26 ERIE BLVD CSO ABATEMENT

$

$

-

$

-

-

$

-

OTHER

428,640

2,277,020

27 AMBIENT WATER MONITORING

$

22,506,457

$

22,506,457

$

28 OXYGENATION DEMO PROJECT

$

10,087

$

10,087

$

-

29 SEQRA REGULATORY COMPLIANCE

$

-

$

-

$

-

$

-

TOTAL DOLLARS

$

660,073,349

$

654,090,149

$

(0)

5,983,200

Chronology of Project Construction Starts Status

Location

Complete Complete

Metro Metro

Digital Systems Upgrade Ammonia Removal Demonstration Aeration System Upgrade Hiawatha RTF - ACOE Newell St. RTF Demo/Improvements Maltbie St. FCF Siphon Rehab

Complete Complete Complete Complete Complete Complete Complete

Metro Metro Metro Regional Market W.Newell/Vale St. Maltbie/Plum St. Various

Digester Modifications/Chemical Storage Franklin St. FCF West Street Sewer Separation

Complete Complete Complete

Ammonia Trackdown

Complete

Metro I-690/Franklin W. Genesee, Plum, Tracy, N. West St. Metro

Midland Ave. Conveyance Phase I Phosphorus Removal â&#x20AC;&#x201C; Phase I Pilot

Complete Complete

Tallman/Oxford St. Metro

Erie Blvd. Storage System Upgrade Full Scale Ammonia Removal/ Stage II Phosphorus Removal Kirkpatrick St. Pump Station & Force Main Onondaga Creek FCF Teall Brook FCF Water Street Sewer Separation (CSO 024)

Complete

Franklin to Teall

Complete Complete Complete Complete Complete

Metro Kirkpatrick St. Inner Harbor Teall Ave. Water Street

Harbor Brook FCF Brighton Ave Sewer Separation (CSO 053/054)

Complete Complete

W.Hiaw./I-690 Brighton/Bishop Ave

Pre-ACJ Signing (1/20/98) General Improvements Odor Control and Residuals Handling

1998

1999

2000

2001

2002

Project

Status

Location

Tallman/Onondaga Sewer Separation (CSO 038, 040, 046A &046B) Midland Phase II RTF/Conveyances

Complete

Tallman/Onondaga

Complete

Blaine/Oxford St.

Phosphorus Removal – Phase II Pilot Biosolids Handling Improvements

Complete Complete

Metro Metro

Sewer Separation – CSO 047 & 048

Complete

South Ave/ Bissell St.

Sewer Separation – CSO 050 Clinton Phase I Conveyances

Complete Complete

Parkway/Rockland

Clinton Phase IIA Conveyances

Complete

Sewer Separation – CSO 051

Complete

Colvin St.

Harbor Brook Interceptor Sewer

Complete

Velasko/Fayette

Midland CSO 044 Clinton Storage Facility Lower Harbor Brook (Conveyance & Storage) Save the Rain Green Projects CSO 022 Sewer Separation Project CSO 045 Sewer Separation Project

Complete Complete Complete Authorized/Underway Authorized/Underway Authorized/Underway

W. Castle/South Ave Armory Square Hiawatha/State Fair Blvd.

Various West Genesee/Franklin South Avenue

Save the Rain Green Projects

Completed

Various

Save the Rain Green Projects

Completed

Various

Save the Rain Green Projects Harbor Brook CSO 063 Conveyances Project

Completed Underway

Various Hiawatha/State Fair Blvd.

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

CONTRACTORS FOR CONSTRUCTION PROJECTS Metro Treatment Plant AERATION SYSTEM UPGRADE Bongiovanni Construction (General) Ridley Electric (Electrical)

$ 5,626,956.41 $ 846,154.00

DIGITAL SYSTEM UPGRADE Systems Integrated

$ 2,974,514.27

ODOR CONTROL CONTRACT #1 Falconet, Inc. (General) Scriba Electric (Electrical) Burns Bros. (Heating/Ventilation) Burns Bros. (Plumbing)

$ 4,872,660.53 $ 315,580.30 $ 82,459.00 $ 50,168.00

ODOR CONTROL CONTRACT #2 Murnane Construction

$ 1,636,000.00

PHASE III IMPROVEMENTS CONTRACT 1 - DIGESTER & LAGOON IMPROVEMENTS Maxim Construction

$

645,730.74

PHASE III IMPROVEMENTS CONTACT 2 - CHEMICAL STORAGE & FEED FACILITIES C.O. Falter Construction Corp. (General) Barry & Barry Electrical Co. (Electrical) Burns Bros. (HVAC) Edward Joy Company (Plumbing)

$ 2,527,300.08 $ 193,665.22 $ 224,232.51 $ 38,669.35

PHASE III IMPROVEMENTS CONTRACT 3 - DIGESTER & LAGOON CLEANING Waste Stream Environmental Inc.

$

727,881.80

$ $ $ $

28,388.00 112,224.00 32,295.00 18,440.00

FULL SCALE AMMONIA/PHOSPHORUS REMOVAL - FIELD OFFICE James & Son Construction Resun Leasing, Inc. Ridley Electric Co. Burns Brothers

FULL SCALE AMMONIA/PHOSPHORUS REMOVAL U.S. Filter - Kruger Products, Inc. U.S. Filter - Kruger Products, Inc.

$ 8,261,182.00 $ 3,918,080.00

CONTRACTORS FOR CONSTRUCTION PROJECTS Metro Treatment Plant FULL SCALE AMMONIA/PHOSPHORUS REMOVAL SITE PREPARATION - CONTRACT 2 C.O. Falter Construction Corp. (General) Ridley Electric (Electrical) C.O. Falter Construction Corp. (Pile Testing) Moretrench Environmental

$ 22,243,604.98 $ 255,627.00 $ 431,008.00 $ 4,602,086.57

PILE INSTALLATION - CONTRACT 3 M.A. Bongiovanni Construction

$ 9,045,731.95

GENERAL - CONTRACT 4 The Pike Company (General) Ridley Electric Co. (Electrical) Edward Joy Company (HVAC) Burns Brothers (Plumbing/Fire Protection)

$ $ $ $

46,860,263.46 6,927,238.00 3,009,057.61 1,217,583.74

BIOSOLIDS HANDLING IMPROVEMENTS C. O. Falter Construction Corp. (General) Ridley Electric (Electrical) Airside Technology (HVAC) Burns Bros. (Plumbing) Independent Field Svs (Cogen)

$ 10,929,016.19 $ 1,476,223.00 $ 532,187.00 $ 173,679.09 $ 18,019.75

CSO's CLINTON CONVEYANCES PHASE I & 2A The Delaney Group, Inc. The Delaney Group, Inc. SIDA MOU (City of Syracuse) MOU City of Syracuse (Connective Corridor)

$ 14,478,053.39 $ 4,074,455.32 $ 2,634,999.43 $ 168,000.00 $3,825,000.00

CLINTON CSO ABATEMENT Ruston Paving (Farmers' market Lot) Davis Wallbridge (Pearl St/Lot 3) Davis Wallbridge (Townsend St.) J&B (Pirro Conv. Center) C.O. Falter (War Memorial) Ridley (War Memorial) Economy Paving (On Center) J&B (Erie Canal Museum) Jett Industries (Clinton Storage) Joy Process Mechanical (Cistern War Memorial) C&S Technical (Cistern War Memorial) Green Culture (Rain Barrels) Syracuse Utilities (Duct Bank) Water Cooling Corp. (Storage Tank)

$ 188,046.14 $ 635,873.93 $ 476,625.39 $ 1,083,727.39 $ 692,298.87 $ 447,957.66 $ 1,094,119.49 $ 73,480.00 $ 79,762,239.12 $ 82,615.00 $ 233,652.56 $ 44,335.50 $ 59,982.56 $ 2,875.00

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) MOU City of Syracuse (Road Reconstruction) MOU City of Syracuse (Dr. Weeks) MOU City of Syracuse (Bank Alley) MOU City of Syracuse (Upstate) Wallbridge (Streetscape/Water St) Ruston Paving (Sunnycrest Parking Lot) MA Bongiovanni Inc. Acts II Construction (Skiddy Park) D.E. Tarolli (Otisco Street) Orchard Earth & Pipe (Syr School dist Park Lot) Slate Hill Construction (E. Water St) Davis Wallbridge (Onon Cty Pub Library) Tumbers, Schichtels Nursery (Trees), Martisco, Dixie, Pro Scapes Acts II (Seymour Academy) Paul R. Vitale (City Lot 4) John R. Dudley (Leavenworth Park) VIP (Onon Public Library) Ballard Construction (Westcott Comm Ctr) Cornerstone Paving (Oswego St) John Dudley Construction (W. Onondaga St.) Barrett Paving (W. Fayette St.) Davis Wallbridge (Westcott St.) ProScapes (Sunnycrest Arena) & C&S Sweeping Acts II (E. Washington St) John R. Dudley (690 Downspout) Josall (Maganelli Comm Ctr) Spectra (Butternut Circle) Barton & Loguidice (State St) D E Tarolli (annual green) J&J Landscape (annual green) King & King Architects (GIF) Jefferson Clinton Commons (GIF) ESF Foundation, Abby Lane Housing (GIF) Hotel Skyler (GIF) Near West Side Initiatives, Inc. (GIF) Near West Side Initiatives, Inc. (GIF) Tash Taskale (GIF) St. Lucy's Church (GIF) Putnam Properties (GIF) Centro (GIF) 500 W. Onondaga St. Inc. (GIF) CNY Jazz Arts Foundation (GIF) Jim & Juli Boeheim Foundation (GIF) Home Headquarters, Inc. (GIF) Galleries of Syr, 147 E. Onondaga St. (GIF) Syracuse Housing (GIF)

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

638,997.06 89,000.00 108,000.00 1,500,000.00 1,432,437.86 410,372.20 3,000.00 550,916.44 1,847,459.81 430,172.42 147,952.84 320,291.95 991,497.10 373,309.00 607,852.44 719,311.20 51,382.74 52,500.00 109,046.54 1,371,475.75 588,982.07 870,263.89 89,441.47 155,591.53 597,965.65 378,400.00 65,640.00 159,400.00 2,099,385.19 297,362.48 100,000.00 100,000.00 78,000.00 100,000.00 22,730.69 78,000.00 100,011.00 125,000.00 75,757.00 65,390.00 52,740.00 52,188.00 163,203.51 40,500.00 100,000.00 120,290.00

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) Kopp Billing Agency (GIF) CNY Philanthropy (GIF) American Beech (GIF) Park Central Presbyterian Church (GIF) Loon Creek (GIF) NHW Syracuse (GIF) McMahan/Ryan Child Advocacy (GIF) Jeffrey DeRoberts (GIF) Bethany Baptist Church (GIF) St. Lucy's Church (GIF) 500 W. Onondaga St. Inc. (GIF) Onondaga Commons LLC (GIF) Onondaga Commons LLC (GIF) Onondaga Commons LLC (GIF) Onondaga Commons LLC (GIF) Gemmi Boy (GIF) Mr. Lady Bug (GIF) Grace Episcopal Church (GIF) Snapse Downtown (GIF) 360 Warren Associates (GIF) Housing Visions Unlimited (GIF) Near West Side Initiatives, Inc. (GIF) Scannell Properties (GIF) Genesee Armory (GIF) Third National Associates (GIF) Center for Peace & Social Justice (GIF) Graham Millwork (GIF) Onondaga Commons LLC (GIF) Onondaga Commons LLC (GIF) Onondaga Commons LLC (GIF) PEACE (GIF) Syracuse Business Center (GIF) Erie Bruce Corp (GIF) 538 Erie Boulevard West (GIF) Near West Side Initiatives, Inc. (GIF) UAS (GIF) Brewster Medical (GIF) Richmond UAS Properties (GIF) Taksum Assoc. (GIF) Zip Networks (GIF) Ra lin Inc. (GIF) Ra lin Inc. (GIF) Butternut St. LLC (GIF) Nojaim Inc. (GIF) St. Joseph's Hospital Health Center (GIF) Auto Row (GIF)

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

25,300.00 62,700.00 53,050.00 61,050.00 137,350.00 129,400.00 178,050.00 99,311.00 343,333.00 69,000.00 34,347.00 124,200.00 198,300.00 175,787.00 77,800.00 47,537.00 46,700.00 99,000.00 35,700.00 107,864.00 194,650.00 34,500.00 204,000.00 144,400.00 533,300.00 57,700.00 90,500.00 124,100.00 33,400.00 294,300.00 52,200.00 517,000.00 151,700.00 130,850.00 94,300.00 57,600.00 221,000.00 299,200.00 45,200.00 205,775.00 137,000.00 238,400.00 104,430.00 234,800.00 145,900.00 138,000.00

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) WCNY (GIF) Auto Row (GIF) University Hill Apts. (GIF) J C Smith Inc. (GIF) St. Joseph's Hospital Health Center (GIF) Housing Visions Unlimited (GIF) R J Westcott (GIF) R J Westcott (GIF) R J Westcott (GIF) Nick's Garage (GIF) Tan A Grocery (GIF) Consuela's-Tato Britter Transp. (GIF) Auto Row (GIF) Jorge Auto Repair (GIF) Pyramids Halal Meat (GIF) Lisa Welch (GIF) Heritage Lincoln (GIF) JNJ (GIF) 900 E Fayette (GIF) 712-715 E Fayette Group (GIF) Gadsen Property (GIF) MPL Armory m(GIF) Near West Side (GIF) North Side Learning (GIF) 751 N Salina LLC (GIF) Lisa Welch (GIF) 800 Block (GIF)

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

98,527.00 164,000.00 36,500.00 84,411.00 33,100.00 70,200.00 125,750.00 130,400.00 18,000.00 382,000.00 52,000.00 38,237.50 147,600.00 109,500.00 49,000.00 32,877.00 654,600.00 83,200.00 65,800.00 47,600.00 58,000.00 48,000.00 681,658.00 189,000.00 53,800.00 40,423.00 170,500.00

ERIE BOULEVARD STORAGE SYSTEM M. Hubbard Construction Ridley Electric (Electrical) Endeco/YSI (SE33923)

$ 1,556,752.00 $ 154,059.00 $ 24,117.90

FRANKLIN STREET FCF Burns Bros (Mechanical) Scriba Electric (Electrical) Burns Bros. (Plumbing) Maxim

$ 179,167.67 $ 144,640.61 $ 28,400.00 $ 3,568,029.43

HARBOR BROOK CSO ABATEMENT Joseph J. Lane Construction (Interceptor Sewer Replacement) Bette Cring (Elephant Barn Greening) John Dudley Construction (Geddes St) J&B Installations (Hazard Library/Erie Canal Museum) Economy Paving (Rosamond Gifford Zoo)

$ 23,391,425.07 $ 207,701.00 $ 279,068.06 $ 67,275.00 $ 688,638.00

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) J.J. Lane (Lower HB) A.J. Montclair (HB CSO Storage) C.O. Falter (HB CSO Storage) Davis Wallbridge (Onon Cty Pub Library) Cornerstone Paving (Parking Lots) Green Culture Tumbers, Schichtels Nursery (trees), Proscapes, Dixie City of Syracuse VIP Steadman Old Farm Bette Cring (Zoo Wetlands) Marcellus Const. (CSO 063) OnSite J J Lane (CSO 18) Patricia Electric (Wetland Pilot) MOU City of Syracuse (Road Reconstruction) Davis Wallbridge (Wadsworth Park) Acts II (Lewis Park) J & J Landscape (Annual Green) DE Tarolli (Green Structures) Knapp Electric (Wetlands) Vitale Excavating (Bedding Sand), Butler Fence Barton & Loguidice NYSARC, Inc. (GIF) Vibrant Spaces, LLC (GIF) James Ranalli, W. Genesee (GIF) Vibrant Spaces, LLC (GIF) Brooklyn Pickle (GIF) St. Patrick's Loft (GIF) Smith Housing (GIF) Richard Destito (GIF) Burnet Park Newstand (GIF) Visiting Nurse Assoc. of CNY (GIF) All Times (GIF)

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

5,373,078.94 260,000.00 30,259,100.80 378,920.43 149,195.48 80,665.00 347,542.53 3,342,875.63 51,382.74 11,480.00 1,290,064.10 5,612,007.53 8,755.00 4,370,168.29 197,767.56 138,165.00 345,524.55 217,285.58 25,807.00 12,576.00 41,856.00 232,533.35 4,600.00 78,907.14 153,618.00 616,100.00 198,680.00 30,555.00 177,300.00 52,600.00 232,200.00 60,622.00 60,349.20 92,600.00

$

373,370.21

HARBOR BROOK FCF C.O. Falter Construction Corp. (General)

KIRKPATRICK ST. PUMP STATION & FORCE MAIN C.O. Falter Construction Corp.

C.O. Falter Construction Corp.

Patricia Electric King & King Mechanical G.J. Adams Plumbing

$ 4,398,009.12 $ 4,425,766.31 $ 761,184.63 $ 245,569.51 $ 51,624.16

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) MALTBIE STREET FCF Over & Under Piping

$

152,418.00

MIDLAND AVENUE CONVEYANCES Marcellus Construction (General)

$ 1,836,434.47

MIDLAND AVENUE PHASE II CONVEYANCES & RTF Empire Dismantlement Corp. (Demolition) Murnane Building Contractors, Inc. (General) Ridley Electric Company (Electrical)

$ 457,681.50 $ 47,929,392.75 $ 2,904,771.00

MIDLAND AVENUE PHASE III CONVEYANCES Titan Wrecking & Environmental, LLC (Demolition) Edward Joy Company (HVAC) Edward Joy Company (Plumbing) Tumbers, Schichtels Nursery, Ballantyne, Other(Batcon) J.J. Lane Acts II (Hugh's Magnet School Parking Lot) Davis Wallbridge (Onon Cty Pub Library) J & J Landscape (annual green) VIP (Onon Public Library) Green Culture (Rain Barrels) Weather Guard Tecta (USPO Salina St) MOU City of Syracuse (Road Reconstruction) MA Bongiovanni (storage Tank) MOU City of Syracuse (ESF) Env. Design (Gazones Stormwater) Barton & Loguidice (green design) D E Tarolli (Annual green) Marcellus Construction (green Infrastructure) Jubilee Homes of Syracuse (GIF) Dunbar Association, Inc. (GIF) Syracuse Model Neighborhood (GIF) People's AME Zion Church (GIF) People's Community Dev. Corp (GIF) Salina Shoe Salon (GIF) People's AME Zion Church (GIF) Matawon Development Group (GIF) Tucker Missionary Baptist Church (GIF) Swallows (GIF) Viraj NY (GIF) Viraj Salina (GIF) Believers Chapel (GIF) Southside Comm. Coalition (GIF)

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

290,801.39 2,053,808.50 484,717.17 595,409.00 12,098,662.37 314,439.81 116,033.35 92,997.00 25,691.39 44,335.50 242,860.00 408,332.04 66,130.00 100,000.00 118,172.50 334,800.00 2,606,540.28 2,428,114.52 200,000.00 99,840.00 250,000.00 61,300.00 80,825.00 48,000.00 5,000.00 24,214.00 146,700.00 111,900.00 125,200.00 320,100.00 167,800.00 59,800.00

CONTRACTORS FOR CONSTRUCTION PROJECTS CSO's (cont) SEWER SEPARATION - CSO 022/045 Joy Process Mechanical (Plumbing) Joseph J. Lane Construction

$ 853,536.68 $ 4,757,886.66

SEWER SEPARATION - CSO 024 C.O. Falter Construction Corp.

$

698,863.74

SEWER SEPARATION - CSO 053/054 C.O. Falter Construction Corp.

$ 2,000,817.40

SEWER SEPARATION - CSO 038, 040, 046A&B C.O. Falter Construction Corp.

$ 3,524,487.29

SEWER SEPARATION - CSO 047 & 048 C.O. Falter Construction Corp.

$ 1,654,022.34

SEWER SEPARATION - CSO 050 Joseph J. Lane Construction

$ 4,360,527.06

SEWER SEPARATION - CSO 051 Joseph J. Lane Construction

$ 5,029,323.00

SEWER SEPARATION - OTHER Other - tree, fence Pastime Athletic Club (GIF)

$ $

144,701.90 92,700.00

SIPHON REHABILITATION Insituform Metropolitan

$ 1,021,822.99

C.O. Falter Construction Corp. (General) Scriba Electric (Electrical)

$ $

Maxim Construction (General)

$ 2,311,125.85

877,095.43 26,470.20

x

WEP ACRONYMS ACJ

Amended Consent Judgment

AMP

Ambient Monitoring Program

AMSA

Association of Metropolitan Sewerage Agencies

ARRA

American Recovery and Reinvestment Act

ASLF

Atlantic States Legal Foundation

AWQS

Ambient Water Quality Standards

BAF

Biological Aerated Filter (Biostyr)

BMP

Best Management Practices

BOD

Biological Oxygen Demand

BPJ

Best Professional Judgment

Brew

WEP’s Standard Abbreviation for the Brewerton Wastewater Treatment Plant

Bville

WEP’s Standard Abbreviation for the Baldwinsville Wastewater Treatment Plant

CAA

Clean Air Act

CALM

Consolidated Assessment and Listing Methodology

CAMP

Community Air Monitoring Plan

CIP

Capital Improvement Plan

CMOM

Capacity, Management, Operation, and Maintenance

CSLAP

Citizens Statewide Lake Assessment Program

CSO

Combined Sewer Overflow

CWA

Clean Water Act

DMR

Discharge Monitoring Report

DO

Dissolved Oxygen

EBM

Ecosystem-Based Management

ECL

Environmental Conservation Law

ECM

Energy Conservation Measures

EECBG

Energy Efficiency and Conservation Block Grant

ELAP

Environmental Laboratory Approval Program

EMS

Environmental Management System

ERM

Environmental Resource Mapper

FCF

Floatable Control Facility

FOG

Fats, Oil, and Grease

GIF

Green Improvement Fund

H:\2013\MoRpt\Abbreviations\abbreviations.doc

HRFS

High Rate Flocculation Settling

I&I

Inflow & Infiltration

IW

Industrial Wastewater

km

Kilometers

km2

Square Kilometers

LA

Load Allocations

LF

Linear Feet

m

Meters

MCP

Municipal Compliance Plan

MDV

Multiple Discharge Variance

Metro

WEP’s Standard Abbreviation for the Metropolitan Syracuse Wastewater Treatment Plant

MGD

Million Gallons Per Day

mg/L

Milligrams Per Liter

MIS

Main Interceptor Sewer

ML

WEP’s Standard Abbreviation for the Meadowbrook/Limestone WWTP

MS4s

Municipal Separate Storm Sewer Systems

mt

Metric Tons

NACWA

National Association of Clean Water Agencies

NBP

National Biosolids Partnership

NELAC

National Environmental Laboratory Accreditation Conference

NPDES

National Pollutant Discharge Elimination System

NYSDEC

New York State Department of Environmental Conservation

NYSDOH

New York State Department of Health

NYSEFC

New York State Environmental Facilities Corp.

NYWEA

New York Water Environmental Association

OAK

WEP’s Standard Abbreviation for the Oak Orchard WWTP

OLP

Onondaga Lake Partnership

OLWQM

Onondaga Lake Water Quality Model

OU

Odor Unit

P2

Prevention Program

P2CO

Prevention Program County Operations

PdM

Predictive Maintenance

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PIDs

Photo-ionization Detectors

PFRP

Process to Further Reduce Pathogens

PLA

Project Labor Agreement

POTW

Publicly Owned Treatment Works

PWL

Priority Waterbodies List

RTF

Regional Treatment Facility

SCA

Sediment Consolidation Area

SCADA

Supervisory Control and Data Acquisition

SEPS

Secondary Effluent Pump Station

SEQR

State Environmental Quality Review

SGIP

Suburban Green Infrastructure Program

SHB

Solids Handling Building

SMPs

Storm Water Management Practices

SOP

Standard Operating Procedure

SORP

Sewer Overflow Response Plan

SPCC

Spill Prevention, Control, and Countermeasures

SPDES

State Pollutant Discharge Elimination System

SRP

Soluble Reactive Phosphorus

SSES

Sanitary Sewer Evaluation Study

SSI

Sewage Sludge Incinerator

SSV

Site-Specific Variance

SUNY-ESF

State University of New York College of Science and Forestry

SWMM

Storm Water Management Modeling

SWMP

Storm Water Management Plan

SWPPP

Storm Water Pollution Prevention Plan

TBEL

Stechnology-Based Effluent Limits

TDP

Total Dissolved Phosphorus

TMDL

Total Maximum Daily Load

TP

Total Phosphorus

TSI

Trophic State Index

UAA

Use Attainability Analysis

UFI

Upstate Freshwater Institute

ug/l

Micrograms per Liter

USEPA

United States Environmental Protection Agency

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USFWS

United States Fish and Wildlife Service

USGBC

United States Green Building Council

USGS

United States Geological Survey

UST

Underground Storage Tank

VOC

Volatile Organic Compounds

WAN

Wide Area Network

WLA

Waste Load Allocations

WEF

Water Environment Federation

WEP

Water Environment Protection

WET

Whole Effluent Toxicity

WLA

Waste Load Allocations

WQBEL

Water Quality-Based Effluent Limits

WR

WEPâ&#x20AC;&#x2122;s Standard Abbreviation for the Wetzel Road Wastewater Treatment Plant

WSE

Waste Stream Environmental

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