[Federal Register Volume 83, Number 9 (Friday, January 12, 2018)]
[Notices]
[Pages 1626-1628]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2018-00427]


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DEPARTMENT OF THE INTERIOR

[RR04310000, XXXR0680G1, RA202240000019200]


Notice of Availability for the Final Environmental Impact 
Statement for the Pojoaque Basin Regional Water System, Santa Fe 
County, New Mexico

AGENCY: Office of the Assistant Secretary--Water and Science, Interior.

ACTION: Notice of availability.

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SUMMARY: The Secretary of the Interior, acting through the Bureau of 
Reclamation, announces the availability of the Final Environmental 
Impact Statement (FEIS) for the proposed Pojoaque Basin Regional Water 
System, as authorized by the Aamodt Litigation Settlement Act. The FEIS 
responds to comments received on the Draft Environmental Impact 
Statement during the comment period that ended on February 27, 2017, 
and identifies Alternative E as the preferred alternative for the 
Pojoaque Basin Regional Water System.

DATES: The Department of the Interior will complete a Record of 
Decision identifying the actions that will be implemented no sooner 
than 30 days after publication of the U.S. Environmental Protection 
Agency's Notice of Availability in the Federal Register.

ADDRESSES: The FEIS is available for viewing on the following websites: 
http://www.usbr.gov/uc/envdocs/eis.html or www.pojoaquebasineis.com. 
Compact disc copies may be obtained by contacting Ms. Sarah Branum, 
Bureau of Reclamation, Albuquerque Area Office, 555 Broadway NE, Suite 
100, Albuquerque, New Mexico 87102; or via email to 
<a href="/cdn-cgi/l/email-protection#fb8b9491949a8a8e9e999a8892959e9288bb8e889989d59c948d"><span class="__cf_email__" data-cfemail="c8b8a7a2a7a9b9bdadaaa9bba1a6ada1bb88bdbbaabae6afa7be">[email protected]</span></a>. Please see the SUPPLEMENTARY INFORMATION 
section for additional locations where the FEIS is available.

FOR FURTHER INFORMATION CONTACT: Ms. Sarah Branum, Environmental 
Project Manager, Bureau of Reclamation, <a href="/cdn-cgi/l/email-protection#62110010030c170f22171100104c050d14"><span class="__cf_email__" data-cfemail="e3908191828d968ea396908191cd848c95">[email protected]</span></a>, (505) 462-
3591. Persons who use a telecommunications device for the deaf may call 
the Federal Information Relay Service (FIRS) at 1-800-877-8339 to 
contact the above individual during normal business hours. The FIRS is 
available 24 hours a day, 7 days a week, to leave a message or question 
with the above-named individual. You will receive a reply during normal 
business hours.

SUPPLEMENTARY INFORMATION: The Bureau of Reclamation (Reclamation) 
prepared the FEIS in cooperation with the U.S. Bureau of Indian 
Affairs, U.S. Indian Health Service, U.S. Army Corps of Engineers, U.S. 
Fish and Wildlife Service, Pueblo de San Ildefonso, Pueblo of 
Namb[eacute], Pueblo of Pojoaque, Pueblo of Tesuque, New Mexico 
Department of Transportation, Santa Fe County, and the City of Santa 
Fe. The FEIS has been updated according to public comments received 
during the 45-day Draft Environmental Impact Statement (DEIS) public 
review period (January 13-February 27, 2017) and other project updates. 
A summary of changes between the DEIS and FEIS is included in Chapter 1 
of the FEIS.
    Background: The Pojoaque Basin Regional Water System (RWS) is 
described in and authorized by the Aamodt Litigation Settlement Act 
(Title VI of the Claims Resolution Act of 2010; Public Law 111-291, 
Title VI; 124 Stat. 3065) (``Settlement Act''). The Settlement Act 
authorizes and ratifies the Aamodt Litigation Settlement Agreement 
(Settlement Agreement), dated January 19, 2006, as conformed to the 
Settlement Act and amendments. The settlement parties are the United 
States; the State of New Mexico; Santa Fe County; City of Santa Fe; 
Pueblo de San Ildefonso, Pueblo of Namb[eacute], Pueblo of Pojoaque, 
Pueblo of Tesuque (Settlement Pueblos); and other individuals. The 
Settlement Agreement resolves the water rights claims of the Settlement 
Pueblos.
    Among other provisions, the RWS and 2,220 acre-feet per year of new 
water supply to the basin are included in the Settlement Agreement in 
exchange for the Pueblos agreeing to reduce their claims to water 
within the basin and to limit their priority calls against existing 
non-Pueblo water users. The Settlement Agreement also addresses funding 
for other water-related projects on the Settlement Pueblos.
    Proposed Federal Action: The Secretary of the Interior, through 
Reclamation, proposes to plan, design, and construct a regional water 
system in accordance with the Settlement Agreement, consisting of water 
diversion from the Rio Grande and water treatment facilities on the 
Pueblo de San Ildefonso, along with storage tanks and transmission and 
distribution pipelines that are necessary to supply up to 4,000 acre-
feet of water annually to customers in the Pojoaque Basin.
    Purpose of and Need for the Proposed Federal Action: The purpose of 
the proposed action is to reliably provide a firm, safe supply of 
treated drinking water for distribution in the Pojoaque Basin, in 
compliance with the Settlement Act. The need for action is to reduce 
reliance on groundwater in the Pojoaque Basin and to allow the 
Settlement Pueblos to receive a portion of the water provided under the 
Settlement Act. The proposed action would also enable the Settlement 
Pueblos to use funding made available in the Settlement Act for certain 
water-related infrastructure improvements, if requested. This funding 
can be requested prior to substantial completion of the RWS and, if 
approved by the Secretary, used for water-related improvements that 
would be more cost effective when implemented in conjunction with RWS 
construction (Settlement Act, Section 615[d][7][A][ii]).
    The FEIS Analyzes Five Alternatives: The FEIS assesses the 
potential environmental effects of five alternatives for the RWS. These 
include the No Action Alternative (Alternative A), and four action 
alternatives (Alternatives B, C, D, and E) that vary in six main 
components or project elements:
    1. Firm, reliable water supply.

[[Page 1627]]

    2. Primary source water collection.
    3. Water treatment.
    4. Short-term storage.
    5. Water transmission and distribution system, including pipelines, 
pumping plants, forebay tanks, and other associated facilities.
    6. Electrical power service.
    Alternative A: The No Action Alternative: The No Action Alternative 
is the ``no build'' alternative. Under this alternative, the RWS would 
not be constructed, the Settlement Agreement would be nullified, and 
Aamodt litigation over water rights claims would likely resume. A firm, 
reliable water supply would not be provided to residents of the 
Pojoaque Basin. Under the No Action Alternative, the benefits of the 
proposed RWS would not be realized. Use of domestic wells would 
continue to reduce groundwater and surface water supplies in the 
Pojoaque Basin. The Pueblos would continue to rely on their existing 
separate water systems, rather than integrating their systems into one 
regional system.
    Alternative B: Alternative B incorporates the RWS facilities and 
components described in a 2008 Engineering Report prepared by HKM 
Engineering, Inc., as updated through surveys and public input. The HKM 
Engineering Report served as the preliminary RWS concept for the 
Settlement Act. Under this alternative, the RWS would consist of these 
components:
    1. The firm, reliable water supply would be provided by diverting 
surface flows from the Rio Grande, supplemented by operational planning 
and scheduling of San Juan-Chama Project water supplies, as well as one 
of the following three backup aquifer storage and recovery water supply 
options:
    <bullet> Three deep injection and recovery wells for injecting raw 
or treated surface water into an aquifer and recovering it for use in 
the RWS; or
    <bullet> Three shallow injection and recovery wells for injecting 
raw or treated surface water into an aquifer and recovering it for use 
in the RWS; or
    <bullet> Three shallow passive infiltration reaches and recovery 
wells for infiltrating raw surface water into an aquifer and recovering 
it for use in the RWS.
    2. A side-channel surface diversion structure and pumping plant 
with a sediment removal and return system on the east bank of the Rio 
Grande on Pueblo de San Ildefonso lands, just north of the Otowi 
Bridge.
    3. A water treatment plant and pumping plant on the Pueblo de San 
Ildefonso on the south side of State Highway 502, approximately 0.75 
mile east of the Otowi Bridge.
    4. Eleven new short-term storage tanks in addition to 13 existing 
storage tanks.
    5. A water transmission and distribution system including 
approximately 194 miles of pipelines, seven pumping plants, and 
pressure-reducing and flow-control valves.
    6. Approximately 15 miles of new electrical distribution lines.
    Alternative C: Under this alternative, the RWS would consist of the 
following major components:
    1. The firm, reliable water supply would be provided by collecting 
flows from beneath and adjacent to the Rio Grande (the hyporheic zone), 
supplemented by operational planning and scheduling of San Juan-Chama 
Project water supplies.
    2. A parallel river interceptor drain in the alluvium to collect 
water from below the water table in the bosque on the east side of the 
Rio Grande north of the Otowi Bridge.
    3. A water treatment plant on the eastern portion of the Pueblo de 
San Ildefonso, on the east side of County Road 101D, near the El Rancho 
power substation.
    4. Eleven new short-term storage tanks in addition to 13 existing 
storage tanks.
    5. A water transmission and distribution system including 
approximately 189 miles of pipelines, one surge tank, six pumping 
plants, and pressure-reducing and flow-control valves.
    6. Approximately 7 miles of new electrical distribution lines 
supplemented by distributed solar generation.
    Alternative D: Under Alternative D, the RWS would consist of the 
following major components:
    1. The firm, reliable water supply would be provided by collecting 
flows from the hyporheic zone of the Rio Grande, supplemented by 
operational planning and scheduling of San Juan-Chama Project water 
supplies.
    2. An infiltration gallery (an estimated 180 horizontal drains to 
collect water from below the water table) on the east bank of the Rio 
Grande.
    3. A water treatment plant on the eastern portion of the Pueblo de 
San Ildefonso, on the east side of County Road 101D, near the El Rancho 
power substation.
    4. Sixteen new short-term storage tanks in addition to 13 existing 
tanks.
    5. A water transmission and distribution system, including 
approximately 187 miles of pipelines, one surge tank, six pumping 
plants, and pressure-reducing and flow-control valves.
    6. Approximately 7 miles of new electrical distribution lines, with 
solar-ready facilities.
    Alternative E: Preferred Alternative: Under this alternative, the 
RWS would consist of the following major components:
    1. The firm, reliable water supply would be provided by collecting 
flows from the hyporheic zone of the Rio Grande and supplementing it 
with operational planning and scheduling of San Juan-Chama Project 
water supplies; emergency use wells would allow water to be withdrawn 
during emergencies lasting longer than two days that cannot be supplied 
by short-term storage tanks.
    2. Four horizontal radial well collectors to divert water from 
below the water table on the east bank of the Rio Grande.
    3. A water treatment plant located on the west side of County Road 
101D, north of State Highway 502.
    4. Seven new short-term storage tanks, in addition to 14 existing 
storage tanks.
    5. A water transmission and distribution system, including 
approximately 151 miles of pipelines, one surge tank, 6 pumping plants, 
and pressure-reducing and flow-control valves.
    6. Approximately 7 miles of new overhead and buried electrical 
distribution lines, with solar-ready facilities.
    Connected Actions: The FEIS also includes analyses of three 
connected actions: (1) The Rio Pojoaque irrigation improvement project, 
(2) the Pueblo de San Ildefonso future projects which consist of 
wastewater system improvements and water distribution infrastructure, 
and (3) the Rio Tesuque channel modification project. Each of the 
connected actions have been analyzed in the FEIS to the extent that the 
details of the projects have been developed.
    Copies of the FEIS: The FEIS may be viewed at:
    <bullet> Natural Resources Library, U.S. Department of the 
Interior, 1849 C Street NW, Main Interior Building, Washington, DC 
20240-0001.
    <bullet> Bureau of Reclamation, Upper Colorado Region, Public 
Affairs Office, 125 South State Street, Room 8100, Salt Lake City, Utah 
84138.
    <bullet> Bureau of Reclamation, Albuquerque Area Office, 555 
Broadway NE, Suite 100, Albuquerque, New Mexico 87102.
    <bullet> Santa Fe County Pojoaque Satellite Office, 5 West 
Gutierrez, Suite 9, Pojoaque, New Mexico 87506 (in the Pojoaque Pueblo 
Plaza).

[[Page 1628]]

    <bullet> Santa Fe Public Library, 145 Washington Avenue, Santa Fe, 
New Mexico 87501.
    <bullet> New Mexico State Library, 1209 Camino Carlos Rey, Santa 
Fe, New Mexico 87507.
    <bullet> Santa Fe Community College Library, 6401 Richards Avenue, 
Santa Fe, New Mexico 87508.
    Public Disclosure of Comments: Before including your address, phone 
number, email address, or other personal identifying information in any 
correspondence, you should be aware that your entire correspondence--
including your personal identifying information--may be made publicly 
available at any time. While you may ask us in your correspondence to 
withhold your personal identifying information from public review, we 
cannot guarantee that we will be able to do so.

    Dated: December 20, 2017.
Andrea Travnicek,
Deputy Assistant Secretary for Water and Science, Exercising the 
Authority of the Assistant Secretary for Water and Science.
[FR Doc. 2018-00427 Filed 1-11-18; 8:45 am]
 BILLING CODE 4332-90-P


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