Pojoaque Basin Regional Water System Phase 2 Design-Build

Statement of Objectives Solicitation No 140R4025R0032.

Summary of Work

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SECTION 01 11 00

STATEMENT OF OBJECTIVES

PART 1 GENERAL

1.01 PROJECT BACKGROUND

The Bureau of Reclamation, Upper Colorado Region, has a requirement for a progressive

Design-Build for the Pojoaque Basin Regional Water System (PBRWS) Phase 2. The Pojoaque

Basin Regional Water System (PBRWS) was authorized by the Aamodt Litigation Settlement

Act (P.L. 111-291, Title VI) (Act). The Act established several objectives with deadlines and is being procured in phases.

• The PBRWS is to have an ultimate capacity of delivering 4,000 acre-feet per year with a peak daily estimated demand of 6.23 million gallons per day (MGD).

• Substantial completion of the project will be the building of portions of the system that can provide an initial anticipated demand of 2,500 acre-feet per year with components capable of accommodating the ultimate 4,000 acre- feet per year.

• Achievement of the ultimate 4,000 acre-feet per year is to be accomplished by the adding of equipment without the need for replacing initially built and installed 2,500 acre-feet per year components.

• PBRWS will have the ability to transfer up to 1,000 acre-feet per year of unused water from the lower sections of the system to a connection tee at the intersection of Bishop’s

Lodge Road and Tesuque Village Road.

• The PBRWS will provide drinking water that meets or exceeds safe drinking water act standards.

• Water is to be supplied to users within San Ildefonso, Pojoaque, Nambé, and Tesuque

Pueblos; and a portion of Santa Fe County (a.k.a. Bishops Lodge extension).

• PBRWS Phase I is currently being constructed under contract R17PC00023.

• This contract action is undertaken within the authority of Reclamation which was authorized by Congress for the design and construction of The Pojoaque Regional Water

System (PBRWS) within the state of New Mexico

1.02 DESCRIPTION OF WORK

A. The Project is to be designed and constructed in three phases using the progressive design-build delivery method:

1. Design Phase: Utilize existing design drawings and WaterGEMS model information, collect necessary additional design data, incorporate value engineering and innovative technology to prepare design to 90% complete, as defined herein, and develop a firm-fixed price proposal (build to budget) to complete designs, specifications, and construct the Project.

2. Construction Phase: Complete 100% design and construction tasks, including construction inspection services, cultural monitoring services, system disinfection, and as-built drawings (if firm-fixed price is approved by the Owner at the end of

01 11 00 - 2 the Design Phase). The Construction Phase also includes incorporating specified existing drinking water infrastructure into the Project.

3. Post-Construction Phase: Complete pump station testing, demonstration testing, operator training and provide technical support during the initial 6 months of

Project operations (if firm-fixed price is approved by the Owner at the end of the

Design and Construction Phases). Project operations will be performed by the

County of Santa Fe on behalf of the Pojoaque Basin Regional Water Authority.

B. This contract differs from a typical design-build contract in that designs have already been completed for this project to the 60-100% level. These designs require some substantial revisions, returning some elements to the 0-30% level. This contract uses an iterative design and cost-estimation process. Once all necessary revisions to the existing design reach 30%, the contractor will produce a cost estimate. A contractor-provided project facilitator will then use this estimate to reach consensus with the stakeholders on which project features can be included within budget.

1. This contract intends to use an iterative approach to concurrently progress the design detail and the construction cost estimate of the project. Typically, the progressive design and estimate development process starts with a baseline project definition and relatively high-level basis of construction estimates. The consensus around best practices is to have established this baseline by at least the

30% design milestone. From that baseline forward, every iteration of the design scope is mirrored in the construction estimate, often with some pre-established milestones to do an even deeper dive into the numbers. For example, a project baseline might be established at the 30% level of design. Then, as design detail is increased, each change to scope is progressively tracked and priced. At 60%, the current status of all changes from the baseline are totaled into a revised estimate that will form the basis of a firm-fixed price contract for the construction phase.

Currently there is 100% design for P2S1, and 100% design for P2S2 site facilities, 100% design for P2S2 pipeline design, and 60% design (pre-utility survey) for

P2S3. There are necessary design modifications that must be considered to advance the design to constructability. Funding and time are the limiting factors for the project, Reclamation and the Stakeholders will work with the Design-

Builder to adjust scope to meet the project’s budget and project end date.

2. The best practice for this progressive iteration of scope and cost development is to not progress to the next phase of design until there is agreement on the current scope and budget. This discipline requires that project features be adjusted, owner preferences prioritized, and construction costs verified.

3. The design-builder shall employ a project facilitator who will be responsible for obtaining project stakeholder consensus for elements of the design that are proposed to be included, excluded, or modified from the current design and model.

1.03 OBJECTIVES

A. The Owner’s objectives for delivery of the Project described below are as follows:

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1. Quality: Provide facilities and equipment that fully integrate with existing features of the Pojoaque Basin Regional Water System in full compliance with federal and state regulations and contractual standards for water quality. The project needs to be designed and constructed to operate through a wide range of production quantities, while delivering water that meets federal clean drinking water standards for all customers, varying from 170,000 gallons per day on average for the first three to five years of operation to an estimated 6.23 million gallons per day to meet ultimate peak daily demand. The Phase 1 (CDM Smith) and Phase 2 projects of the PBRWS shall be compatible so the system can be operated together as a single regional water system. The system will incorporate fire protection. Design and construction shall comply with all environmental and cultural resources commitments required by federal, state, local and tribal permits.

Cooperation and communication are needed to minimize road closures and utility outages during construction.

2. Design within Funding Limitations

a. The contractor shall be responsible for design of the project so that construction costs will not exceed the contractually agreed upon dollar limit specified in paragraph c) of FAR clause 52.236-22

b. If the price of construction proposed in response to a

Government solicitation exceeds the construction funding limitation in the architect-engineer contract, the firm shall be solely responsible for redesigning the project within the funding limitation at no increase in price of the contract as specified in FAR clause 36.609-1.

3. Schedule:

a. Achieve the scheduled completion date of 180 days after contract award for stakeholder facilitation and review of 90% design and 1,120 days for construction, commissioning, and performance testing of the Project.

b. The construction schedule shall be approved by the Contracting Officer as stated in FAR 36.515 and 52.236-15.

1) The CO will prioritize completion of salient features of work as necessary, if it is in the best interest of the government.

4. Risk: Achieve an optimal balance of risk allocation between the Owner and the

Design-Builder.

5. Safety: Implement an effective safety program incorporating best industry practices that meet or exceed all relevant Reclamation Safety and Health

Standards (RSHS).

B. A firm-fixed price construction contract is expected to be the outcome of the design phase of this Project.

C. By selecting the progressive design-build delivery method for the Project, Reclamation and stakeholders are committed to working in close collaboration with the Design-

Builder during the Design Phase to develop the Project’s design to achieve the Project

01 11 00 - 4 objectives and to obtain a mutually agreeable lump-sum price for delivery of the Project that meets this Project’s available budget. As set forth in this Statement of Objectives

(SOO), the Owner has certain technical requirements and standards that will apply to the

Project’s design.

1.04 LOCATION

A. The project is located approximately 15 miles north of the city of Santa Fe, New Mexico.

The project footprint extends onto the lands of Nambe Pueblo, Pojoaque Pueblo, Tesuque

Pueblo and throughout Santa Fe County.

1.05 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations

(FAR) https://www.acquisition.gov/browse/index/far, definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

B. “Act” means Title VI of Public Law 111-291, https://www.congress.gov/111/plaws/publ291/PLAW-111publ291.pdf, enacted on

December 8, 2010, which may be cited as the “Aamodt Litigation Settlement Act”.

C. “Cost Sharing and System Integration Agreement” means the agreement dated August

27, 2009, executed by the United States, the State, the Settlement Pueblos, the County, and the City on March 14, 2013, that describes the PBRWS and allocates the costs of the

PBRWS.

D. “County Distribution System” means the portion of the PBRWS that serves water customers on non-Pueblo land in the Pojoaque Basin.

E. “Cultural Resources” include historical properties, archaeological resources, and traditional cultural properties.

F. “Engineering Report” means the report entitled, “Pojoaque Regional Water System

Amended Engineering Report” dated December 2019, prepared by United States

Department of the Interior, Bureau of Reclamation, Technical Services Center pursuant to 2019 section 611(g) Agreement of the Settlement Act. This document amends, supersedes, and replaces the Engineering Report referenced in the Settlement Act.

G. SUPERSEDED “Engineering Report” means the report entitled, “Pojoaque Regional

Water System Engineering Report” dated September 2008, prepared by Hurlbut, Kersich, and McCullough (HKM) Engineering for the Northern Pueblos Tributary Water Rights

Association, and any amendments thereto, including any modifications which may be required by section 611(d)(2) of the Act.

H. “Final Owner” means the entity who will receive title to a project feature or pipeline segment upon substantial completion of the PBRWS and in accordance with the Act.

https://www.acquisition.gov/browse/index/far https://www.congress.gov/111/plaws/publ291/PLAW-111publ291.pdf

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I. “Operating Agreement” means the agreement between the Pueblos and Santa Fe County executed under section 612(a) of the Act.

J. “Owner” means the Bureau of Reclamation (Reclamation), who is responsible for planning, designing and constructing the Project on behalf of the Pueblo de San

Ildefonso; Pueblos of Pojoaque, Nambé and Tesuque; and Santa Fe County.

K. “PBRWS” means the Pojoaque Basin Regional Water System described in section 611(a) of the Act.

L. “Pueblo Water Facilities” means;

1. A portion of the PBRWS that serves only water customers on Pueblo land; and

2. Portions of a Pueblo water system in existence on the date of enactment of this

Act that serve water customers on non-Pueblo land, also in existence on the date of enactment of this Act, or their successors, that are--

a. Depicted in the 100% project design, as modified by the drawings reflecting the completed Regional Water System; and

b. Described in the Operating Agreement.

M. “Stakeholders” means the Pueblo de San Ildefonso, Pueblo of Pojoaque, Pueblo of

Nambé, Pueblo of Tesuque, Santa Fe County, Pojoaque Regional Water Authority, New

Mexico Office of the State Engineer, Bureau of Indian Affairs, Indian Health Service, and New Mexico Department of Transportation, Environmental Protection Agency.

1.06 PHASE 1 (CONTRACT R17PC00023)

A. The intake and water treatment plant of Phase 1 (CONTRACT R17PC00023) of PBRWS is capable of diverting, treating, and delivering from 566.4 acre-feet up to 4,000 acre-feet of water annually (afy) to end users, including households and businesses, in the Pueblo de San Ildefonso and Pojoaque, Nambé, and Tesuque Pueblos (the Settlement Act

Pueblos) and portions of Santa Fe County north of the City of Santa Fe, New Mexico.

The system will collect water from the Rio Grande, transport the untreated water to a treatment facility, transmit the treated water to water storage/distribution tanks, and then distribute the treated water to end users. The Phase 1 contractor is responsible for all features hydraulically dependent up to, and including, the pipelines to the Nambé Pump

Station and up to, and including, the forebay tank for South Pojoaque Pump Station.

1.07 PRINCIPAL COMPONENTS OF WORK

A. This Phase 2 contract includes design and construction of but is not limited to:

1. P2S1 – approximately 6 miles of pipeline.

a. Integration of Phase 2 into existing Phase 1 infrastructure

b. Nambe Forebay Tank and Pump Station

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c. Transmission and Distribution main lines from Nambe Pump Station along NM HWY 503 to the location of the Pueblos future water storage tank near ENIPC Commodity Food Distribution Center approximately 1.5 miles (approximate coordinate N 1787244.68, E 1723246.59)

d. Transmission and Distribution main lines from the intersection of NM

HWY 503 along NP101 approximately 3 miles to Nambe tank #25

(Buffalo Tank).

e. Transmission and Distribution main lines from the intersection of NP101 and Povi Pin Poe east approximately 0.5 miles to Nambe tank #27.

f. All necessary utility line extensions

2. P2S2 – approximately 25 miles of pipeline.

a. Pojoaque South Pump Station

b. Transmission and Distribution main lines from Pojoaque South Pump

Station (P2S2 Pumping Station 1) to Camel Rock Forebay Tank and Pump

Station (P2S2 Pumping Station 2 and Forebay Tank)

c. Camel Rock Forebay Tank and Pump Station (P2S2 Pumping Station 3 and Forebay Tank)

d. Transmission and Distribution main lines from Camel Rock Pump Station to Tesuque Forebay Tank and Pump Station

e. Tesuque Forebay Tank and Pump Station

f. Transmission and Distribution main lines from Tesuque Pump Station to southern border of Tesuque Pueblo.

g. Integrating Buffalo Thunder Tank #22 into the system

h. Transmission line to Nambe South Tank (P2S2 Tank 1)

i. Nambe South Tank

j. Transmission line to and Distribution line from Camel Rock Tank

k. Camel Rock Tank

l. Integrating IGC Tank into the distribution system

m. Integrating Oweenge Day School Tank #18 into the distribution system

n. Integrating Tesuque Casino Tank into the transmission system

o. Integrating Camel Rock Studio Tank into the distribution system

p. Integrating Tesuque Mobile Home Park Tanks into the distribution system

q. Chupadero Community Tee and Blind Flange from Tesuque Pump

Station

r. All necessary utility line extension

3. P2S3 – approximately 7 miles of pipeline

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a. Transmission and Distribution main lines from southern border of

Tesuque Pueblo to Santa Fe County Interconnect

b. Santa Fe County interconnect Tee and Blind Flange: located near (N =

1,733,462.89, E = 1,734,403.68)

1) Interconnect will provide opportunity for flow to come from Santa

Fe County treatment system into the PBRWS in the event of emergency or major maintenance event. Accordingly, the Phase 2 system shall be designed to accommodate reverse flow (actual reverse flow features to be designed and constructed by Santa Fe

County). 611(g) Exhibit A of the Act specifies that – Reclamation is to provide blind flange for reverse flow at the Pumping Stations.

2) Santa Fe County has contracted with Bohannon Huston Inc. to analysis reverse flow functionality. A Preliminary Design Analysis is expected to be available by May 2026.

c. Transmission and Distribution main lines from southern border of

Tesuque Pueblo to RKM Tank

d. RKM Distribution Tank

e. All necessary utility line extensions

4. Phase 3 – approximately up to 45 miles of pipeline

a. Santa Fe County distribution system

1) The extent of the build-out of the system will be limited to the available funding ceiling.

b. San Ildefonso Pueblo distribution system - aging lines replacement

1) The distribution system has been designed to 100% during the

Phase 1 contract. Coordination efforts with the Pueblo, Indian

Health Services, and Reclamation are ongoing to decide which lines will be incorporated into this Phase 2 construction contract.

5. SCADA

a. Integrating Phase 2 into the existing Phase 1 SCADA system ensuring adequate communication and appropriate repeater sites between the RKM

Tank site and the existing Turtle Tank site.

b. Site Facilities include but are not limited to:

1) Nambe Pumping Station and Forebay Tank

2) Nambe Tanks #25 and #27

3) Pojoaque South Pumping station and Forebay Tank

4) Buffalo Thunder Tank #22

5) Nambe South Tank

6) Camel Rock Pumping Station and Forebay Tank

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7) Camel Rock Tank

8) Tesuque Pumping Station and Forebay Tank

9) IGC Tank

10) Oweenge Day School Tank

11) Tesuque Casino Tank

12) Camel Rock Studio Tank

13) Tesuque Mobile Home Park

14) RKM Tank

B. This contract includes services such as but not limited to:

1. Cultural Monitoring Services

a. Contractor shall employ an independent Cultural Monitoring Services provider to provide monitoring during subsurface exploration during the design and construction phases of the project.

2. Construction Inspection Services

a. Contractor shall employ an independent Construction Inspection Services sub-contractor to provide construction inspection during the construction phase of the project.

3. Facilitator

a. Contractor shall facilitate forums to present proposed design and cost information to stakeholders and facilitate discussions to ensure stakeholder consensus.

b. Location of forums shall be determined by the contractor and approved by the CO/COR.

4. Utility Coordinator

a. Contractor shall be responsible for facilitating coordination and acquiring all necessary utility permits.

b. The contractor shall be responsible for completing and submitting applications. Cost incurred for design and construction of utility extension will be paid by the contractor. Reimbursement for the cost incurred shall be included in the appropriate line item of the proposal.

5. System Commissioning

a. Contractor shall be responsible for commissioning PBRWS Phase 2 in coordination with the operational Phase 1.

b. Contractor shall provide Technical Support during commissioning and transitional operation to ensure system functionality.

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6. Training

a. The contractor shall provide training for Phase 2 features of PBRWS operational staff and a detailed Standard Operating Procedure manual to ensure seamless operation in perpetuity.

7. Operational Tools Update

a. The contractor shall update the Phase 1 O&M Plan to include Phase 2 considerations.

b. The contractor shall update the Phase 1 CMMS to include the appropriate preventative maintenance actions for Phase 2

c. The contractor shall update the existing GIS and SCADA with Phase 2 information to facilitate ease of operations and maintenance

C. Phase 1 and Phase 2 portions of the PBRWS are intended to be operated together, as a single regional water system. The Contractor shall coordinate with Reclamation and

Phase 1 design-build team to meet this objective.

D. Incorporation of Existing Infrastructure

1. In addition to the new facilities being designed and constructed under this contract, existing drinking water infrastructure, described in Section 01 56 60 of this document, shall be incorporated into the new regional water system, as a cost-efficient means of providing treated water and fire protection to the service area included in this contract.

2. Where existing infrastructure has been determined to be insufficient to accommodate fire protection, the Contract Officer will make determination if it is in best interest of the government to modify the contract to replace existing infrastructure in Phase 3 of the project.

E. Reclamation’s TSC has completed a WaterGEMS hydraulic model that incorporates the

Phase 1 and the Phase 2 Design. Reclamation’s TSC has also completed Phase 2 designs and specifications to the 60-100% level. Phase 1’s Design Builder has completed 100%

Phase 3 distribution line designs for San Ildefonso and parts of Pojoaque. The contractor should use this model, the drawings, and specifications contained in the appendices as a guideline to develop the most economic and robust water system that ultimately satisfies the AAMODT Litigation. Where different, the requirements contained in this

Statement of Objectives (SOO) adhering to the Amended Engineering Report as required by law supersede the TSC and Phase 1 descriptions, requirements, and specifications contained in the appendices.

F. The Design-Build contractor shall seal drawings and specifications with a current New

Mexico Professional Engineer License.

G. System components

1. Transmission

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a. The water transmission system would consist of buried pipelines, pump stations, distribution tanks, and appurtenant items. The contractor would be responsible for all features hydraulically dependent beyond, and including, the Nambé Forebay Tank Pump Station, and including, the

Pojoaque South Pump Station (Pojoaque South Forebay Tank is included in Phase 1). The design of these pre-fabricated pump stations shall be compatible with the Phase 1 design-build pipeline design.

b. The transmission system includes the pipelines from the forebay tanks to the distribution tanks. Transmission water would be lifted by in-line pump stations to the next pump stations and distribution tanks.

2. Tanks

a. The Phase 2 portion of the PBRWS will include consideration for a total of 12 tanks (6 new tanks and 6 existing tanks):

1) 3 new forebay tanks at Nambe Pump Station, Camel Rock Pump

Station, and Tesuque Pump Station

2) 9 storage/distribution tanks

a) 3 new tanks (Camel Rock Tank, Nambe South Tank, and

RKM Tank)

b) 6 existing tanks (Buffalo Thunder #22 Tank, Camel Rock

Studio Tank, IGC Tank, Oweenge Day School, Tesuque

Mobile Home Community Tanks, Tesuque Casino Tank)

b. Pump stations will have a forebay tank directly upstream.

c. Storage/Distribution tanks would be at the end of the transmission lines to supply water to the end users. Existing tanks close to the transmission alignment shall been incorporated into the system where feasible.

Preferred locations for the new tanks are in the existing design drawings.

Removal or relocation will be considered if determined to be hydraulically or economically beneficial.

3. Distribution

a. Water will be delivered from the storage/distribution tanks to the end users via distribution pipelines. The Phase 1 distribution systems are predominantly looped systems within pressure zones, and each pressure zone may be isolated from the other zones by pressure reducing valves.

The pressure reducing valves would be ‘closed’ during normal operations but may be ‘opened’ during emergency situations when larger volumes of water are required allowing for water sharing across pressure zones.

b. The distribution tanks and distribution pipelines should be sized for the fire protection requirement of one hour at 1000 gallons per minute (gpm) flow. See Section 2.4 in the Amended Engineering Report which defines the sizing of tanks.

4. Pump Stations

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a. The Phase 2 design will include up to 4 pump stations: one in the Phase 2

Stage 1 Nambe Pueblo system to transmit water from the Turtle Tank transmission system to the distribution tank locations in east Nambe and three in the Phase 2 Stage 2 Tesuque Pueblo/Santa Fe County Interconnect to transmit water from Pojoaque South pump station to RKM Tank. Air chambers will be required immediately downstream of each pump station.

An electrical power transformer would also be located adjacent to the pump station facility. Pump station buildings will be designed to allow for operations, maintenance, and replacement (OM&R) activities. Locations for the pump stations are identified in the existing drawings. Relocation of the pump stations shall be considered in the design phase of this contract.

5. Pipe Trenches

a. Distribution and transmission mains shall be placed in joint trench wherever feasible and economical. This practice will aid in the reduction of time that roads need to be closed and increase the productivity of pipe laying. Consideration is needed during design to facility backfilling based on pipe sizes and pipe spacing.

6. Pipe Naming Convention

a. Pipeline naming conventions include the 3-letter appendix to indicate if the pipeline wholly serves a pueblo San Ildefonso (_SAN), Pojoaque

(_POJ), Nambe (_NAM), Tesuque(_TES) or Santa Fe County (_SFC) or if the purpose of the pipeline serves multiple entities then named (_RWA).

H. Potential and Required Phase 2 Design Changes

1. Funding for Phase 2 is not sufficient to construct all desired features. Some originally planned features may have to be downsized or removed to fit within the project budget. Reclamation’s design team in the Albuquerque Area Office has been coordinating with Santa Fe County, the Pueblo of Nambe, and the Pueblo of

Tesuque to catalog requested design changes from the existing design.

2. These design change requests shall be implemented as part of the value engineering phase of this design contract to determine design feasibility and economic effects and presented by the contractor’s facilitator.

3. The current list of requested changes is, but not limited to:

a. P2S1

1) The Pueblo of Nambe has expressed cultural resource concerns with the alignment of the transmission and distribution lines that run through Nambe Plaza. An alternative alignment route that bypasses the plaza shall be incorporated into the design.

a) The contractor shall design the most economically feasible pipeline avoiding know cultural sites and congested existing utility alignments.

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b) The current pueblo administration has requested that the pipeline alignment continue along NM HWY 503 to near the ENIPC Commodity Food Distribution Center where a future pueblo tank will be constructed. The future tank is outside of the scope of this contract.

c) 30% design efforts shall include a preliminary design of an alignment along Poechunu Poe that tee’s from NM HWY

503. The alignment will bend at Tayeh Huu U and continue to tank #25

2) The current 100% design includes an Air Vault near the intersection of NM HWY 503 and County Road 119N. The location of the vault may potentially restrict drive-way access for the resident at this location if maintenance is ever required. If needed in the new design alignment, the vault location shall be relocated in the new design.

3) Nambe Pueblo utilizes two (2) existing water tanks, #25 and #27.

The current USBR TSC design includes the design and construction of a new tank. The addition of the new tank into the system was determined by the published 2018 Water Demand

Study full system capacity and to provide additional fire flows.

The contractor shall determine an appropriate size to accommodate the current population and budget or the necessary appurtenances for future expansion.

b. P2S2

1) There are concerns with the location of the Nambe South

Distribution Tank and the extent of service the tank can provide to

Nambe Pueblo. The contractor shall determine the tank’s service area and the effect on the hydraulic model and the difference in cost of construction if:

a) the tank is removed from the distribution system

b) the capacity of the tank is reduced

2) As currently designed, Buffalo Thunder Tank #22 is served by the

Nambe South Distribution Tank. If it is determined that the Nambe

South Tank will be removed from the design or the capacity is reduced, consideration is needed to provide service connections to

Buffalo Thunder Tank #22 to ensure that it is tied into the system.

3) The Pueblo of Tesuque has expressed strong preference that the transmission and distribution alignment that runs along TP804 through the pueblo be shifted to run along US Hwy 285/NM84. An alternative alignment in the NMDOT ROW shall be incorporated into the design.

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4) The currently designed location of the Camel Rock Forebay Tank and Pump Station are located on the east side of US Hwy

285/NM84. The transmission and distribution mains run along the west side of US Hwy 285/NM84. The location requires traversing the highway twice, at the Camel Rock Studio underpass and near

TP804. The contractor shall determine the feasibility of locating an alternative location for the Camel Rock Forebay Tank and Pump

Station to avoid traversing the highway. If it is determined that an alternative location is hydraulically and economically beneficial, the contractor shall re- design the location of the Camel Rock

Forebay Tank and Pump Station.

a) The Pueblo of Tesuque has approved a site, north of the old

RV Park on the west side of US Hwy 285/NM84.

5) There are concerns with the location of the Camel Rock

Distribution Tank and the extent of service the tank can provide to

Tesuque Pueblo. The contractor shall determine the tank’s service area and the effect on the hydraulic model and the difference in cost of construction if:

a) the tank is removed from the distribution system

b) the capacity of the tank is reduced

6) There are concerns with the location of the Tesuque Forebay Tank and Pump Station. The currently designed location is located on a site of archeological significance. The Pueblo of Tesuque has suggested that the site be relocated to the south east corner of the intersection of US Hwy 285/NM84 and Tesuque Village Rd. The contractor shall determine the feasibility and economical difference for relocating the Tesuque Forebay Tank and Pump

Station.

a) A feasibility analysis and cost estimate is required to determine if:

i. The tank can be buried

ii. The tank can be partially burried

7) The current Pueblo of Tesuque Administration has elected to not incorporate their existing distribution pipelines into the PBRWS system. The contractor shall include design feasibility and cost information for providing tee’s for future expansion after the completion of this contract for the following Pueblo of Tesuque tanks:

a) IGC Tank

b) Oweenge Day School Tank

c) Tesuque Casino Tank

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d) Camel Rock Studio Tank

e) Tesuque Mobile Home Community Tanks

8) The current design excludes consideration for extending the system to the Santa Fe County Encantado, Chupadero, and Rio En Medio communities from the Tesuque Pump Station. The contractor shall include providing service in the hydraulic model to inform the feasibility and provide design and cost information to include a pipeline extension with blind flange for future expansion.

c. P2S3

1) The current design includes the RKM Distribution Tank. The contractor shall determine the tank’s service area and the effect on the hydraulic model and the difference in cost of construction if:

a) the tank is removed from the distribution system

b) the capacity of the tank is reduced

d. Phase 3 County Distribution

1) While CDM has prepared 100% drawings for Phase 3 distribution lines in the San Ildefonso and Pojoaque Pueblo areas, there have been requested changes to CDM’s designs. Also, Santa Fe County has indicated a preference for selectively building county distribution lines in areas where there is a higher concentration of residents who have elected to connect to the PBRWS. The contractor shall use value engineering to drive stakeholder consensus on a final design.

2) System functionality without Phase 3 lines shall be determined within pressure zones.

a) Ensure the system operation is not impeded by excluding, moving, or postponing installation of distribution lines.

1.08 ADDITIONAL BACKGROUND INFORMATION

A. Land Interests

1. Reclamation and Santa Fe County retain responsibility for obtaining land interests sufficient to construct the PBRWS. The contractor shall request necessary construction corridors from Reclamation, allowing six months for Reclamation to obtain private easements and access permission from the Pueblos. Land interests sufficient to construct will be obtained by Reclamation before Reclamation will issue a notice to proceed with construction.

a. Land interests include:

1) Areas needed to install pipeline and pipeline appurtenances, bore pits, fire hydrants, air valves, air vents and meter pits, etc.

2) Areas needed to restore, replace, and relocate existing features.

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2. Contractor shall anticipate that there may be times when Pueblos temporarily restrict access to their lands with little notice.

3. Reclamation will transfer title of the PBRWS to the designated project stakeholders upon substantial completion of the entire PBRWS as directed by the

Act, Section 611(h). In general, Reclamation will convey to: (1) each Pueblo, the portion of any Pueblo Water Facility that is located within the boundaries of the

Pueblo; (2) the County, the County Distribution System; and (3) the Regional

Water Authority, any remaining portions of the PBRWS. The entity receiving title to each project feature and pipeline segment is the “final owner”. The Act and the Cost Sharing and System Integration Agreement describe how PBRWS costs will be allocated among the Federal government, the State of New Mexico and Santa Fe County. For the reasons stated in this paragraph, each project feature and each segment of transmission and distribution pipeline must have an associated and tracked cost and “final ownership” identifier.

B. Environmental Compliance

1. Reclamation will complete required environmental compliance activities before notice to proceed with construction is issued.

2. Is it assumed that notices to proceed will be issued sequentially, as sufficient land interests are acquired, and the environmental compliance activities are completed.

C. Cultural Resource Protection

1. Reclamation, Santa Fe County, and Tribal Historic Preservation Offices retain responsibility for monitoring and performing required cultural resource mitigation and treatment activities. Any unanticipated finds of cultural resources during construction, or unanticipated damages that occur to historic properties during construction will be handled in accordance with the Programmatic Agreement

(PA) between Reclamation, the New Mexico State Historic Preservation Office, and project stakeholders as described in Section 01 57 90 of this document.

2. Contractor retains:

a. responsibility for incorporating the treatment plans identified in the PA in their work plans and

b. liability for damages to historic properties and cultural resources that occur during construction as a result of not following the treatment plans and protection measures identified in the PA. Contractors shall anticipate discoveries of cultural artifacts during construction that will cause work delays at that site and be prepared to work at alternative locations.

D. Final Owner

1. The Final Owner is the Pojoaque Basin Regional Water Authority (RWA). Santa

Fe County is expected to act as Fiscal Agent for the RWA, upon completion of construction, acceptance and performance testing, commissioning, and the initial operations and maintenance period described in Section 01 86 46, which includes demonstration testing and operator training.

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1.09 INFORMATIONAL REPORTS

A. The Pojoaque Basin RWS feasibility design report provides descriptions, drawings, quantity estimates, and cost estimates for the proposed project at a feasibility level, as defined by Reclamation’s design and cost estimating activities Directives and Standards.

B. Reclamation is providing the Feasibility Design Report as guidance only, data acquisition needs for 100% design are the responsibility of contractor. Some pipeline alignments, storage tank, and pumping plant locations have not yet been finalized. Reclamation, the contractor, and the facilitator will work with the project stakeholders to finalize facility locations while minimizing adverse impacts to existing infrastructure and cultural resources.

1. Sites and alignments must be approved by the Pueblos.

2. Additional data would need to be collected to develop 100% designs.

3. Feasibility assumptions would need to be verified and confirmed

C. In 2019, the project baseline was redefined to better fit within funding constraints. The resulting 611g Agreement and Consensus Design Concept provide additional guidance to understand stakeholders’ preferences and design intent.

1.10 SPECIFICATION REQUIREMENTS

A. Imperative statements in these specifications are Contractor requirements, unless otherwise stated

B. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

01 11 00 - 17

1.11 ACRONYMS

AAO Albuquerque Area Office

AASHTO American Association of State Highway and Transportation Officials

ACHP Advisory Council on Historic Preservation

ACI American Concrete Institute

ADA Americans with Disabilities Act

ADCP Acoustic Doppler Current Profiler

ANSI American National Standards Institute

APS Allowance for Procurement Strategies

ASR Aquifer Storage and Recovery

ASTM American Society for Testing and Materials

ATS Automatic Transfer Switch

AWWA American Water Works Association

BIA Bureau of Indian Affairs

CAA Clean Air Act

CE Construction Engineer

CDMS Construction Document Management System

CEQ Council on Environmental Quality

CFR Code of Federal Regulations

CIP Clean in place

CLIN Contract line-item number

CLSM Controlled Low-Strength Material

CMMS Computerized Maintenance Management System

CO Contracting Officer

COR Contracting Officer’s Representative

01 11 00 - 18

Cost Sharing Agreement Cost Sharing and System Integration Agreement

CT Contact time

CWA Clean Water Act

D/DBPR Disinfectant/Disinfectant By-Product Rule

DB design-build

DBB design-bid-build

DBP disinfection byproducts

DEC Design Estimating Construction

DEIS Draft environmental impact statement

DH Drill Hole

DIAR Department of Interior Acquisition Regulations

DNP Distributed Network Protocol

DOC Dissolved Organic Carbon

DOI Department of the Interior

DTM Digital Terrain Model

DWV drain, waste, and vent system

EIS Environmental Impact Statement

EPA U. S. Environmental Protection Agency

EPDM Ethylene Propylene Diene Monomer

ERI electrical resistivity imaging

FAC-P/PM Federal Acquisition Certification for Program and Project Managers

FAR Federal Acquisitions Regulations

FBMS Financial and Business Management System

FDR Feasibility Design Report

FER Field Exploration Requests

01 11 00 - 19

FOUO For Official Use Only

FRP fiberglass reinforced plastic.

FWCA Fish and Wildlife Coordination Act

GAC granular activated carbon

GIS Geographic Information Systems

GMP Guaranteed Maximum Price

GPS Global Position System

HAA haloacetic acids

HDD Horizontal Directional Drilling

HDPE high density polyethylene

HEC-RAS Model name

HGL Hydraulic grade line

HKM Hurlbut, Kersich, and McCullough Engineers

HMI Human Machine interface

HVAC heating, ventilating, and air conditioning

IEC International Electrotechnical Commission

IGCE Independent Government Cost Estimates

ISEA International Safety Equipment Association

JMEC Jemez Mountain Electric Cooperative

LAN Local Area Network

LiDAR Light Detection and Ranging data

LT1ESTWR Long Term 1 Enhanced Surface Water Treatment Rule

LT2ESTWR Long Term 2 Enhanced Surface Water Treatment Rule

MCE Maximum Considered Earthquake

MCL Maximum Contaminant Levels

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MERL Materials Engineering and Research Laboratory

MF microfiltration

NAGPRA Native American Graves Protection and Repatriation Act

National National Register of Historic Places Register

NDMA N-Nitrosodimethylamine

NEC National Electric Code

NEPA National Environmental Policy Act

NFPA National Fire Protection Association

NHPA National Historic Preservation Act

NMAS National Mapping Accuracy Standards

NMBGMR New Mexico Bureau of Geology and Mineral Resources

NM DOT New Mexico Department of Transportation

NMED New Mexico Environment Department

NOM natural organic material

NPDES National Pollutant Discharge Elimination System

NPDWR National Primary and Secondary Drinking Water Regulations

NTP Notice to Proceed

NTU Nephelometric Turbidity Units

ODBC Open Database Connectivity

OMB Office of Management and Budget

OM&R Operation, Maintenance, and Replacement

O&M Operations and Management

OSHA Occupational Safety and Health Administration

PBRWS Pojoaque Basin Regional Water System

PHA Peak Horizontal Acceleration

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PMT Project Management Team

PNM Public Service of New Mexico

PP pumping plant

PVC polyvinyl chloride

PVDF polyvinylidene fluoride

PWL Pumping Water Level

PWS Performance Work Statement

RAR Reclamation Acquisitions Regulations

Reclamation Bureau of Reclamation

RFQ Request for Quotation

RFP Request for Proposal

ROD Record of Decision

ROW right(s) of way

ROW GOE Right-of-way grants of easement

RSN Required Submittal Number

RTK Real Time Kinematic

RWA Regional Water Authority

RWS Regional Water System

SCADA Supervisory Control and Data Acquisition

SDWA Safe Drinking Water Act

Settlement Act Title VI of the Claims Resolution Act of 2010

Settlement Act Pueblos Pueblo de San Ildefonso and Pojoaque, Nambé, and

Tesuque Pueblos

SHPO State Historic Preservation Office

SOC synthetic organic compounds

SOP Standard Operating Procedures

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STP Standard Penetration Tests

SQL Structured Query Language

SWL Static Water Level

SWTR Surface Water Treatment Rule

TCP/IP Transmission Control Protocol/Internet Protocol

TCR Total Coliform Rule

TDH Total Dynamic head

THM Trihalomethanes

TOC Total Organic Carbon

TSC Technical Services Center, Bureau of Reclamation, Denver Office

TSS total suspended solids

UC Upper Colorado Region

UF ultrafiltration

UL USC United States Code

USGS United States Geologic Survey

USACE United States Army Corps of Engineers

UV ultraviolet

VAC volts alternating current

VDC volts direct current

VFD Variable Frequency Drive

WBS Work Breakdown Structure

WR&C Water Removal & Control

Y wye

1.12 MEASUREMENTS

°F degrees Fahrenheit

01 11 00 - 23 afm acre-feet per month afy acre-feet per year cfs cubic feet per second ea each f’c (psi) compressive strength of concrete fps feet per second ft feet ft2 square feet ft3 cubic feet fpd feet per day gal gallon gpd/lf gallons per day per linear foot gpd gallons per day gph gallons per hour gpm gallons per minute gpm/ft2 gallons per minute per square foot hp horsepower hrs hours in inch kPa kilopascal kVA kilovolt amperes kW kilowatts kWh kilowatt hour lb/ft2 pounds per square foot lb/ft3 pounds per cubic foot

01 11 00 - 24 mg/kg million gallons per kilogram mgd million gallons per day mg/L milligrams per liter

MHz megahertz mm millimeter msl mean sea level mNTU milli Nephlometric Turbidity Unit

MWh megawatts hour ohm-cm ohms per centimeter per cubic foot (pcf) ppm part per million psi pounds per square inch rpm revolutions per minute sec-1 second-1 tsf tons per square ft yd2 square yards yd3 cubic yards

W watts w/cm maximum water-cementitious material ratio ωr2 motor/pump momentum µM micrometer

V volts

1.13 SYMBOLS

° degrees

G velocity gradient

K Hydraulic conductivity

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Kp Passive Earth Pressure Coefficient

Q Flows

Ro radius of influence ωr2 motor/pump momentum

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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