The Oswegatchie River Project consists of 6 developments from upstream to downstream: Browns Falls (river mile or RM 96.9), Flat Rock (RM 94.1), South Edwards (RM 87.1), Oswegatchie (RM 86.6), Heuvelton (RM 12), and Eel Weir (RM 5.1) on the Oswegatchie River. All developments are within St. Lawrence County, New York.  The Project is owned by Erie Boulevard Hydropower LP (Brookfield Renewable Energy Group) and was most recently relicensed by 聯邦能源監管委員會 in 2012. The Project developments were originally constructed between 1913 and 1928.

The Oswegatchie River is a 137-mile-long river in northern New York that flows from the Adirondack Mountains north to the Saint Lawrence River. There are numerous hydroelectric projects located on the river, including three projects upstream of the Browns Falls development, seven projects located between the Oswegatchie and Heuvelton developments, and one project downstream of the Eel Weir development.

四個上游開發項目（Browns Falls、Flat Rock、South Edwards 和 Oswegatchie）的運作方式為 達到峰值 facilities.  The two downstream developments (Heuvelton and Eel Weir) operate in a run‐of‐river mode.

項目名稱	奧斯威戈奇河
擁有者	Erie Boulevard Hydropower LP (Brookfield Renewable Energy Group)
理海證書編號	161
LIHI 證書期限	May 17, 2019 – May 16, 2024 (option to extend to May 16, 2027)
狀態	紐約
地點	位於奧斯威戈奇河 5.1 英里和 96.9 英里處
裝置容量	總計：28.56 兆瓦 Browns Falls: 15.00 MW Flat Rock: 5.07 MW South Edwards: 2.92 MW Oswegatchie: 2.07 MW Heuvelton: 1.04 MW Eel Weir: 2.46 MW
平均年發電量	總計：110,411 兆瓦時 Browns Falls: 55,741 MWh Flat Rock: 16,095 MWh South Edwards: 17,249 MWh Oswegatchie: 8,080 MWh Heuvelton: 4,424 MWh Eel Weir: 8,822 MWh
設施類型	The four upstream developments (Browns Falls, Flat Rock, South Edwards, and Oswegatchie) are operated as peaking facilities. The two downstream developments (Heuvelton and Eel Weir) operate in a run‐of‐river mode.
聯邦能源監管委員會編號	P-2713 簽發於 2012 年，到期日為 2052 年

Browns Falls:

The Browns Falls Development includes a 941-foot-long, 69-foot-high concrete 重力 壩 長 192.2 英尺 弧形 溢洪道 section and 2-foot-high seasonal flash boards. A 130.5-foot-long 鄰接 section with a timber parapet wall and a 70-foot-long abutment section are located on the east side of the spillway; a 27.6- foot-long deep gate section is located on the west side of the spillway with a log sluice gate opening and two deep-sluice 滑動 蓋茲. A 62-foot-long intake section and a 458.7-foot-long abutment section are located on the west side of the spillway. The dam creates a 168-acre impoundment.

A gated intake structure leads to a 6,000-foot-long steel pipeline and a surge tank which leads to two 142-foot-long steel 壓力管道.  The 發電站 包含兩個垂直 混流式水輪機 units rated at 7.5 MW each for a total installed capacity of 15.0 MW. The development creates a 7,500-foot-long bypassed reach.

Browns Falls operates in tandem with Flat Rock as a peaking facility to increase generation during periods of high electricity demand. The impoundment fluctuates on a daily cycle, typically drawing down when the demand for electricity increases and refilling when demand decreases.  The development operates with a maximum fluctuation of four feet from July 15 through March 14, and two feet from March 15 through July 14. Fluctuations greater than 3 feet occur infrequently. Erie maintains two-foot year-round 閃光板 designed to fail when overtopped in excess of 2 feet of river flow. A minimum flow of 30 cfs is provided year-round in the bypassed reach.

Flat Rock:

The Flat Rock Development includes a 658-foot- long, 70-foot-high concrete gravity dam with a 229-foot-long ogee spillway section and sluice gate, a 120-foot-long earthen embankment section with a concrete core wall on the east side of the spillway; a 95-foot-long abutment section on the east side of the spillway. The dam creates a 159-acre impoundment.  The intake section is located on the west side of the spillway along with a deep gate section, a deep-sluice slide gate; and a 134-foot-long abutment section.

The intake leads to the powerhouse containing two vertical Francis turbine units rated at 2.09 and 2.98 MW, for a total installed capacity of 5.07 MW.  The Flat Rock powerhouse is integral with the dam; therefore, there is no bypassed reach. Erie operates and maintains a boat launch and picnic area at the Flat Rock Development.

The Flat Rock development operates with a maximum fluctuation of four feet from July 15 through March 14, and two feet from March 15 through July 14. A minimum 基流 of 160 cfs is provided year-round from the Flat Rock powerhouse which operates in tandem with Brown Falls as a peaking facility.

South Edwards:

The South Edwards Development consists of a 214.5-foot-long, 48-foot-high dam that includes an 88-foot-long, concrete gravity ogee spillway section with 2-foot-high seasonal flash boards; a 13.5-foot-long abutment section and a 17-foot-long abutment section with log sluice gate on the east side of the spillway; a 46-foot-long intake section on the west side of the spillway; and a 50-foot-long abutment section on the west side of the spillway.  There is a 510-foot-long earthen embankment and a 240-foot-long earthen embankment located upstream on the west side of the dam, each with concrete core walls and 10-inch-high flashboards. The dam creates a 79.2-acre impoundment.

The intake structure leads to a 1,106-foot-long fiberglass pipeline, a 4-foot- diameter butterfly valve and a 4-foot-diameter, 30-foot-long pipe connecting to the fiberglass pipeline and containing a minimum flow submersible Flygt turbine-generating unit rated at 0.24 MW.  A surge tank with a 4-foot-diameter, 63-foot-long overflow pipe that connects to the fiberglass pipeline. The powerhouse contains three horizontal 弗朗西斯式水輪機 rated at 1.0 MW, 1.0 MW, and 0.68 MW, for a total installed capacity of 2.92 MW, including the 0.24-MW minimum flow unit.  The South Edwards Development creates a 1,500-foot-long bypassed reach.

The South Edwards development operates with a maximum fluctuation of six feet from July 15 through March 14, and two feet from March 15 through July 14. Erie maintains two-foot year-round flashboards designed to fail when overtopped in excess of 2 feet of river flow. A minimum flow of 60 cfs year-round into the bypassed reach is typically provided by the minimum flow unit.

Oswegatchie:

The Oswegatchie Development consists of a 160- foot-long, 12-foot-high dam that includes an 80-foot-long, 12-foot-high concrete gravity spillway section; a 30-foot-long bedrock outcrop section on the west side of the spillway; and a 50-foot-long intake section on the west side of the spillway. The dam creates a 6-acre impoundment.  The intake structure leads to 75.5-foot-long steel 壓力水管 and a 6.5- foot-diameter, 65-foot-long steel penstock. The powerhouse contains two vertical Canadian Hydro Components turbines rated at 1.035 MW each for a total installed capacity of 2.07 MW. The Oswegatchie Development creates a 350-foot-long bypassed reach.

The Oswegatchie development operates with a maximum fluctuation of 0.4 feet. A minimum flow of 40 cfs year-round into the bypassed reach is provided by a minimum flow notch in the spillway.

Heuvelton:

The Heuvelton Development consists of a 285-foot- long, 19-foot-high concrete gravity dam and spillway topped with two 28-foot-long, 11.1-foot-high inflatable rubber bladder gates and four 28-foot-long, 11.1-foot-high Tainter gates. The dam creates a 239-acre impoundment.  The intake structure leads to the powerhouse which contains two vertical Francis turbines rated at 0.52 MW for a total installed capacity of 1.04 MW. The Heuvelton powerhouse is integral with the dam; therefore, there is no bypassed reach. Erie operates and maintains a picnic area at the Heuvelton Development.

The Heuvelton development operates in 徑流 mode with a maximum fluctuation of 0.5 feet. A minimum base flow of 275 cfs year-round is provided from the Project’s powerhouse.

Eel Weir:

The Eel Weir Development consists of a 1,122-foot- long, 26-foot high dam that includes a 774-foot-long, 26-foot-high 安伯森 spillway section with a log sluice gate and two deep-sluice slide gates; a 120.5- foot-long abutment section on the east side of the spillway; a 117.5-foot-long intake section on the east side of the spillway and a 110-foot-long earthen embankment section on the west side of the spillway. The dam creates a 96-acre impoundment.  The intake structure leads to the powerhouse which contains two propeller-type turbines rated at 1.0 MW and one vertical Francis turbine rated at 0.46 MW, for a total installed capacity of 2.46 MW. The Eel Weir powerhouse is integral with the dam; therefore, there is no bypassed reach. Erie operates and maintains a canoe portage route at the Eel Weir Development.

The Eel Weir development operates in run-of-river mode with a maximum fluctuation of 0.5 feet. A minimum base flow of 325 cfs year-round is provided from the Project’s powerhouse.

Certification History:

2019年9月9日： 認證奧斯威戈奇河水力發電計畫的決定是最終決定。申訴期於 2019 年 9 月 8 日結束，期間未收到任何申訴。

2019年8月8日： The Low Impact Hydropower Institute has preliminarily approved Low Impact Certification for the Oswegatchie River Hydroelectric Project. The Certification includes four conditions:

條件一： 設施所有者應在認證後向 LIHI 提交第一份年度認證報告之前：a) 對適當人員進行年度審查，以強化每個開發項目的正常運作和環境流量需求。在提交給 LIHI 的年度合規文件中，應提供說明與會人員的文件和討論資料的摘要； b) 提供為鰻魚堰制定的最終程序的副本，以幫助消除未來基流偏差的發生。在提交給 LIHI 的年度合規文件中，還應提供所有 FERC 文件、批准和諮詢摘要的副本。

條件2：  The Facility Owner shall provide a summary of the effectiveness testing of the nature-like 魚道 at Heuvelton when testing is complete. Copies of any FERC filings, agency approvals, and consultation summaries should also be provided in annual compliance submittals to LIHI until testing is completed. LIHI reserves the right to modify certification based on upstream passage effectiveness results. Option to extend term by 3 years for PLUS  pending satisfaction of Condition 2 and provided effectiveness testing is satisfactory.

條件3： 設施所有者應在向 LIHI 提交的年度合規文件中提供有關在布朗瀑布、平岩和南愛德華茲安裝 1 英寸攔污柵的狀態更新。也應向 LIHI 提供所有 FERC 文件、批准和諮詢摘要的副本。

條件4： 設施所有者應於 2020 年 2 月 27 日之前向 FERC 提交一份報告副本，詳細說明擬建娛樂設施的完工情況。

該決定是初步決定，需等待 30 天的上訴期。只有在 60 天的評論期內對初始申請發表評論的人才有資格提出上訴。此類上訴需要包括有關該項目為何不符合 LIHI 標準的解釋。申訴請求可以透過電子郵件發送至 評論@lowimpactHydro.org with “Oswegatchie Hydroelectric Project” in the subject line, or by mail addressed to the Low Impact Hydropower Institute, 329 Massachusetts Ave, Suite 6, Lexington, MA 02420. All requests will be posted to the website.  The applicant will have an opportunity to respond and any response will also be posted. 請求必須在 2019 年 9 月 8 日東部時間下午 5 點前收到。  The full application and reviewer’s report are available below.

If no appeal requests are received and the decision becomes final, the Certification term for the Project (pending LIHI #161) will be May 17, 2019 for a term of five (5) years, which will expire on May 16, 2024.

2019年5月20日： The Low Impact Hydropower Institute has received a complete application for Low Impact Certification of the Oswegatchie 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 手冊然後查看下面該項目的申請資料。

與特定 LIHI 標準（流量、水質、 魚道等等）將非常有幫助，但所有評論都會被考慮。意見可以透過電子郵件提交給研究所 評論@lowimpactHydro.org 主題行為“Oswegatchie 計畫評論”，或郵寄至低影響水力發電研究所，地址：329 Massachusetts Avenue, Suite 6, Lexington, MA 02420。  評論必須在 2019 年 7 月 19 日東部時間下午 5 點或之前收到 有待考慮。所有評論都將發佈到網站上，申請人將有機會回應。任何回覆也會公佈。

文件：

• Oswegatchie Certification Review_final
• Public Oswegatchie River LIHI Application final