Appendix 1.12.1 Gilman Hydro Bypass Flow (2)

The Gilman Hydro Project is located in the Village of Gilman, VT in the Town of Lunenburg, Essex County, Vermont, and in the Town of Dalton, Coos County, New Hampshire, at river mile 300 on the Connecticut River. (see Appendix 3-1) The project consists of a refurbished concrete dam, a power canal and tailrace channel, a powerhouse with one 2.25 MW generating unit, one 1.0 MW generating unit and two 0.8 MW generating units, a switching facility, a transmission line and entrance intake structures.

Project Name Gilman
LIHI Certificate Number 108
LIHI Effective and Expiration Dates December 4, 2017
December 3, 2022
Owner Ampersand Gilman Hydro LP
State Vermont, New Hampshire
Location Located in the Village of Gilman, VT in the Town of Lunenburg, Essex County, Vermont, and in the Town of Dalton, Coos County, New Hampshire, at river mile 300 on the Connecticut River.
Installed Capacity 4.85 MW
Average Annual Generation 25,000 MWh
Facility Type Run-of-river
FERC No. 2392

The boundary between Vermont and New Hampshire passes through the project so that the 2.25 MW generating unit and the 1.0 MW generating unit are located in New Hampshire, while the two 0.8 MW generating units are located in Vermont. The project 1 dam is 324.5 feet wide spanning the width of the Connecticut River. In 1995 and 1996 the Simpson Paper Company, who owned and operated the site to produce paper until 1999, spent $4.7 million to refurbish the dam by replacing the existing timber crib dam structure with a concrete gravity structure and adding rubber dam crest controls to the new and existing spillways. The dam includes an overflow spillway section containing a hydraulically operated crest gate. The new concrete spillway dam has a crest elevation of 826.8 feet and repaired existing concrete dam sections have rubber dam crest controls to elevation 833.3 feet (fully inflated), the normal head pond elevation. The rubber dam body on the new dam section is 6.5 feet high and 109.5 feet long. The rubber dam body on the existing dam section is 5.0 feet high and 108.0 feet long.

The Project is operated as a run-of-river facility, with outflow equal to inflow on an instantaneous basis, maintaining normal head pond elevation of 833.3 feet whenever possible, according to the U.S. Geological Survey (USGS). The Project incorporates a 27-foot wide hydraulic crest gate, which is operated to maintain the level of the head pond at the top of the rubber dams. The minimum flow needed to operate the Project is 130 cubic-feet per second (cfs). The maximum hydraulic capacity of the Project is 2,850 cfs. When river flows exceed this amount, it is spilled at the dam. When river flows fall below 130 cfs, such flows will also be spilled at the dam. The average gross head at the Project is approximately 24 feet from a head pond at elevation 833.3 feet to tail water at elevation 809.0 feet.

The Project impoundment at normal pond condition extends approximately 209 miles upstream of the dam to a point just above the confluence of the Johns River, at normal pond condition; the maximum surface area of the impoundment is approximately 130 acres at an elevation of 833.3 feet (USGS). The gross storage capacity at normal pond condition is estimated to be approximately 705 acre-feet, with an average depth of approximately 5.4 feet. The Project powerhouse is located at the northern Vermont end of the dam on the right bank of the Connecticut River and was originally constructed as a ground wood mill. The powerhouse has a substructure of mass concrete with integral water intake draft tubes. The superstructure is of brick construction with steel-frame and timber-frame construction. Project controls and mechanical equipment are located inside the powerhouse.

There are four turbines at the Project; the turbine units are numbered 1 through 4, from south to north. Wheel No. 1 is a horizontal tube turbine installed in 1985 and 1986. Wheels Nos. 2, 3 and 4 are contained in turbine pits, each approximately 20 feet wide. Wheel No.2 is a vertical single-regulated propeller turbine with adjustable wicket gates. Wheels Nos. 3 and 4 are horizontal Francis turbines. The combined installed capacity of the Turbine Generators is 4.85 MW. Generators No. 2, 3 and 4 are direct connected to the turbines; Generator No.1 utilizes a speed increaser, allowing the generator to turn at 900 rpm while the turbine turns at 150 rpm. The Project is both manually and automatically operated. The water wheel and Generator No.1, installed in 1985 and 1986, are automatically controlled. The three other turbines and generators (Nos. 2, 3 and 4) are manually controlled.

Appendix 1.12.1 Gilman Hydro Intake View

Gilman Tailrace

Certification History

June 19, 2018 – The 30-day appeal window for the preliminary recertification decision of the Gilman Hydroelectric Project closed on June 14, 2018 with no appeals to the decision received. The decision is therefore final and the Gilman Hydroelectric Project is recertified for a 5-year term from December 4, 2017 through December 3, 2022.

May 15, 2018 – On May 14, 2018, the Gilman Hydroelectric project has received preliminary approval for a new 5-year term of Low Impact Certification, with the following conditions:

Condition 1: By December 31, 2018, the Owner shall provide LIHI with evidence of compliance with the water quality monitoring and with the other recommendations issued by NHDES in its letter dated April 13, 2018. When available, the Owner shall provide evidence of concurrence from NHDES that the Facility does not negatively impact water quality.

Condition 2: By July 31, 2018, the Owner shall submit the final Drawdown Management Plan to USFWS and LIHI.  When available, the Owner shall provide evidence of concurrence by the agencies on the plan.  In the annual compliance statements to LIHI, the Owner shall provide a summary of activities related to dwarf wedgemussel during the prior year including any takings, agency communication and consultation, issuance of an agency Biological Opinion, and/or changes in operations or facilities that may affect the species.

This decision is preliminary pending the 30-day appeal window. Only those who commented in the initial application 60-day comment period are eligible to file an appeal. Such appeal needs to include an explanation as to how the project does not meet the LIHI criteria. Appeal requests can be submitted by email to comments@lowimpacthydro.org with “Gilman Hydroelectric Project” in the subject line, or by mail addressed to the Low Impact Hydropower Institute, 329 Massachusetts Ave, Suite 2, Lexington, MA 02420. All requests will be posted to the website and the applicant will have an opportunity to respond and any response will also be posted. Requests must be received by 5 pm Eastern time on June 14, 2018.  The full application and reviewers report are available at the bottom of this page.

If no appeal requests are received and the decision becomes final, the new term for the Rolfe Canal Project will be September 6, 2017 through September 5, 2022.

February 20, 2018: The Low Impact Hydropower Institute has received a complete application for a new term of Low Impact Certification for the Gilman Hydroelectric Project.

LIHI is seeking public comment on this application.  Specifically, we are interested in knowing whether you think the Gilman 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 2018 application materials posted 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 comments@lowimpacthydro.org with “Gilman Comments” in the subject line, or by mail addressed to the Low Impact Hydropower Institute, 329 Massachusetts Avenue, Suite 2, Lexington, MA 02420.  Comments must be received at the Institute on or before 5 pm Eastern time on April 21, 2018 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.

October 12, 2017: The Gilman Hydroelectric Project certification term has been extended to March 31, 2018.

May 28, 2013: The Gilman Hydroelectric Project has been certified as low impact for a five year term, effective December 4, 2012 and expiring December 4, 2017.

February 4, 2013: The public comment period on application has closed.

December 4, 2012: Ampersand Gilman Hydro LP has submitted an application for the certification of its Gilman Hydroelectric Project. The application was posted to the website and the public comment period was opened.

Appendix 1.12.1 Gilman Hydro View Upstream

Gilman Complex

 


Files:

2018 Application

2012 Application