The Putts Bridge Project (the “Project”) is exempt from licensing by the Federal Energy Regulatory Commission (“FERC”) as Project No. 10677. The Project is owned by Central Rivers Power, MA. The project is located in the Towns of Wilbraham and Ludlow and City of Springfield in Hampden County, Massachusetts, at approximate river mile 9.2 on the Chicopee River. The Project dam crosses the town line between Springfield and Ludlow; the powerhouse is located in Ludlow. The impoundment extends in a northeasterly direction, bordering Springfield and Ludlow. The Project was originally constructed in 1918 by the Ludlow Manufacturing Company. In 1988, the Federal Energy Regulatory Commission determined that the Chicopee River was a navigable waterway under its jurisdiction and ordered WMECO to prepare an application for Exemption from Licensing.
|Project Name||Putts Bridge|
|LIHI Certificate Number||102|
|LIHI Effective and Expiration Dates||December 20, 2012
December 20, 2017 (extended to May 31, 2019)
|Owner||Central Rivers Power MA, LLC|
|Location||Located at approximate river mile 9.2 on the Chicopee River in the Towns of Wilbraham and Ludlow and City of Springfield in Hampden County, Massachusetts.|
|Installed Capacity||3.9 MW|
|Average Annual Generation||13,713 MWh|
|Facility Type||Limited pond-and-release|
The existing major project works include a dam with a crest elevation of 203.6 feet (NGVD), an impoundment, a concrete headgate structure, two conduits, forebay, trashrack, intake structure, a powerhouse with two generating units, a tailrace channel (normal tailrace elevations 160.9 feet) and appurtenant facilities.
The dam, built in 1918, crosses the Chicopee River in a roughly north-to-south direction, and is a concrete gravity structure approximately 223-foot long by 22-foot high. The northern abutment of the dam is contiguous with the abutment for the Ludlow Avenue Bridge. Adjacent to this abutment are a skimming gate with invert at El. 199.7 feet and a deep sluice gate with invert at El. 183.9 feet. The deck elevation at the two gates is El. 212.9 feet. A 23-foot non-overflow section extends from the gate area to the 200-foot long ogee spillway which extends across the river to the south abutment, El. 212.9 feet. A concrete retaining wall extends from the south abutment at El. 212.9 feet for approximately 133 feet.
At normal pond elevation the Putts Bridge Project impoundment extends approximately 3.3 miles upstream of the dam. At normal pond condition, the maximum surface area is approximately 65 acres at El. 205.3’. While the maximum useable storage of the reservoir is 323 acre-feet, the used storage capacity is just 65 acre-feet. While the permitted daily drawdown is 1 foot during the spring and 2 foot for the balance of the year (except during energy audits and system emergencies when this limit may be exceeded), the actual year-round drawdown is 1 foot.
The concrete headgate structure is adjacent to the northeast abutment of the dam, and has a deck elevation of 212.9 feet. Six motorized headgates, each approximately 12 feet wide by 13.3 feet high direct the flow to the underground concrete conduits that lead to the powerhouse forebay. A double-barreled, underground concrete conduit extends 647 feet from the impoundment to the forebay. Each barrel of the conduit is 16.5 feet high by 12.5 feet wide.
The forebay is a reinforced concrete structure measuring 40 feet wide by 104 feet long. The forebay is 41.5 feet high, with a top elevation of 210.3 feet. There is a 2.5-foot diameter spigot type drain gate at the base of the forebay, and an 18-foot wide skimming gate on the north forebay.
The trashrack is situated along the western forebay wall, extending from the floor of the forebay (El. 169.4 feet to El. 208.1 feet). There is a mechanical trash rake mounted on rails along the entire width of the trashrack. Wooden headgates, measuring 14.3 feet square, isolate the forebay from the generating units.
The Putts Bridge Project powerhouse has a concrete substructure with a brick superstructure. It measures 45 feet wide by 154 feet long. The structure houses the two operating units, No.2 and No.3, and one retired, No. 4. Unit No.1 was never installed although the turbine pit is there. Unit No.5 is a retired waterwheel exciter. The normal tailrace elevation is 160.9 feet. The tailrace canal runs 355 feet from the powerhouse in a westerly direction to where the flow re-enters the Chicopee River.
The powerhouse’s 11.5 KV generators are connected to 11.5 KV circuit breaker to a 4.5 MVA autotransformer located at WMECO’s North Street substation. At the substation, the autotransformer steps the voltage up from 11.5 KV to 13.8 KV for interconnection to WMECO’s 13.8 KV distribution system.
The Putts Bridge project is situated upstream of three other hydroelectric facilities located on the Chicopee River and downstream of two other dams on the Chicopee River as well as other dams on the Ware, Swift and Quaboag Rivers. Two of the three downstream hydroelectric facilities are owned and operated by Central Rivers Power, MA – Dwight Station Project (P-10675) and Indian Orchard Project (P-10678). The Red Bridge Project (P-10676) is located upstream and also owned and operated by Central Rivers Power, MA. Immediately upstream of the Putts Bridge Project is Collins Dam Project (P-6544) and immediately upstream of Dwight Station Project is Chicopee Falls Dam (P-6522).
The Project and the other Central Rivers Power, MA dams on the Chicopee River have little to no control over their inflows. Collins Hydro and Chicopee Falls dams are owned and operated by unrelated entities as are all of the hydroelectric projects on the upstream tributaries of the Chicopee River.
The Putts Bridge project is operated in a limited pond-and-release mode, utilizing the useable storage capacity (65 acre-feet) afforded by a 1.0 foot drawdown during the second quarter and 2.0 foot drawdown during the balance of the year. The station is operated semi-automatically by float controls. The operating mode of the Putts Bridge project does not change during dry, mean or high water years. As flows vary at the Project, the number of turbines operating and the duration of operation changes, increasing and decreasing the amount of generation realized.
April 8, 2019: The Low Impact Hydropower Institute has received a complete application for Low Impact Recertification of the Putts Bridge Hydroelectric Project. LIHI is seeking public comment on this application. Specifically, we are interested in knowing whether you think the Project meets the LIHI Low Impact Certification Criteria, as revised in the 2nd Edition Handbook. Please review the program and criteria in LIHI’s revised Handbook and then review the Project’s application materials below.
Comments that are directly tied to specific LIHI criteria (flows, water quality, fish passage, etc.) will be most helpful, but all comments will be considered. Comments may be submitted to the Institute by e-mail at email@example.com with “Putts Bridge Project Comments” in the subject line, or by mail addressed to the Low Impact Hydropower Institute, 329 Massachusetts Avenue, Suite 6, Lexington, MA 02420. Comments must be received on or before 5 pm Eastern time on June 7, 2019 to be considered. All comments will be posted to the web site and the applicant will have an opportunity to respond. Any response will also be posted.
March 12, 2013: The Putts Bridge Hydroelectric Project has been certified as low impact for a five year term, effective December 20, 2012 and expiring December 20, 2017, with the following conditions:
- Condition satisfied 2015. As the final confirmation that the recently submitted Minimum Flow and Impoundment Fluctuation Monitoring Plan sufficiently addresses compliance with the various flow requirements is contingent upon review and approval of six months of flow data by the USFWS, Essential Power shall provide LIHI a letter documenting that such records have been provided within nine months of Project certification.
- Condition satisfied 2015. Essential Power shall certify to LIHI that the 24-hour period of empirical data to compare with the calculated flows for USFWS’s evaluation of the Flow Monitoring Plan has been provided. Essential Power shall also provide LIHI, documentation of the USFWS review/approval or concerns found with this data comparison within nine months of Project Certification.
- Condition satisfied 2015. Should the review process in Condition #2 find that modifications are needed to the Flow Monitoring Plan, Essential Power shall forward a copy of the modifications, along with resource agency approval of these modifications, within one month of the Plan submission to FERC. Essential Power shall also provide LIHI a copy of FERC’s final Plan approval within one month of receipt of this approval.
February 18, 2013: Public comment period on application has closed.
December 20, 2012: Essential Power LLC has submitted an application for the certification of the Putts Bridge project. Application has been posted and the public comment period has opened.
- 2019 Putts Bridge Re-Certification Application
- 02A_Aerial_Photograph of Putts Bridge (Large)
- 03_Aerial_Photograph of Putts Bridge Impoundment ZOE
- 04_Aerial_Photograph of Putts Bridge Bypassed Reach ZOE
- 05_Aerial_Photograph of Putts Bridge Tailrace ZOE
- 06_2012_Demonstration of Minimum Flow_(20130307-5055(28116123) (1))
- 06_2013_Demonstration of Minimum Flow
- 06_2014_Demonstration of Minimum Flow
- 06_2015_Demonstration of Minimum Flow
- 06_2016_Demonstration of Minimum Flow _(20170112-5048(31897656))
- 06_2017_Demonstration of Minimum Flow_Dated_2018_03_29
- 07_Grader_ E-mail_Dated_2018_11_06
- 09_Kubit_Letter_Dated 2018_11_07_(20181107120110601)
- 10_MDFW Letter Dated 2000_02_15
- 11_Massachusetts Year 2016 Integrated List of Waters Dated June 2017 (16ilwplist)
- 13_Chicopee_River_Watershed_Action_PLan_ 2005-2010_(wap-chicopee-river)
- 14_USFWS — List Of MA T&E Species
- 15_Putts Bridge Project — Mesa Information Request
- 16_Ludlow_12-30989_Putts Bridge MESA response