C5_2__Attch_1_Irrigation_Facility_Surveys_spreadsheet.xlsx

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Newlands Project Irrigation Facility Surveys for L
Solicitation number
140R2026Q0064
Issued by

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This is a spreadsheet attachment listing federal irrigation facilities subject to land conveyances under Section 2907, detailing survey requirements for the Newlands Project Irrigation Facility. The spreadsheet identifies 24 irrigation facilities including drains, laterals, canals, and wasteway systems located in Township 19 North, Ranges 28-29 East within the Lahontan Basin Area. Each facility entry specifies the easement width (ranging from 60 to 100 feet total), precise legal location by section and subsection, and relevant notes regarding overlaps with other easements or survey exclusions. Facilities include named structures such as Wade Drain, T6 (North and South), Stergeon Drain, T Line Canal, Lower Soda Lake Drain, S5 and S7 Laterals, and multiple service laterals and unnamed private laterals.

The related Request for Quote (RFQ) solicitation 140R2026Q0064, issued by the Department of the Interior Bureau of Reclamation for the Lahontan Basin Area Office, procures survey services for these Newlands Project irrigation facilities. This is a total small business set-aside with NAICS code 541370 and size standard of $19.0 million. The requirement is for firm-fixed-price survey services with a two-year period of performance from date of award. Quotes are due April 27, 2026, by 1:00 PM Pacific Daylight Time and should be submitted to mphan@usbr.gov. The solicitation utilizes FAR provisions and clauses applicable to commercial items and services, with evaluation per provision 52.212-2.

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Sheet1 Federal Irrigation Facilities within Sec. 2907 Land Conveyances

Facility NameWidthLocationNotesMap #
Wade Drain50' from CL (100' total)*T. 19 N., R. 28 E., Sec. 13 S1/2NW1/4NW1/4 and Sec. 14 SW1/4NE1/4.In Sec. 13, make the Wade Drain easement close up against the T13 to the north.1
T13 Lateral50' from CL (100' total)*T. 19 N., R. 28 E., Sec. 13 S1/2NW1/4NW1/4.Make the T13 easement close up against the Wade Drain to the south.1
R10 Lateral30' from CL (60' total)T. 19 N., R. 28 E., Sec. 11 SE1/4SE1/4, Sec. 12 SW1/4SW1/4, Sec. 13 NW1/4NW1/4.Approx. 750' overlapped by Old River Reservoir easement in Sec. 12 SE1/4SW1/4.1
T6 (North)50' from CL (100' total)T. 19 N. R. 28 E., Sec. 10 NE1/4NE1/4, Sec. 11 N1/2, Sec. 12 N1/2.Approx. 1300' of T6 overlapped by Old River Reservoir easement in SE1/4NE1/4. Do not survey this portion. Refer to Old River Reservoir flood easement legal description.1
T6 (South)50' from CL (100' total)T. 19 N., R. 28 E., Sec. 10 SE1/4, Sec. 11 S1/2, Sec. 12 SW1/4SW1/4.Approx. 150' of T6 South travels into Sec. 12.1
Stergeon Drain50' from CL (100' total)T. 19 N., R. 28 E., Sec. 11 SW1/4SW1/4, Sec. 14 N1/2, Sec. 15 N1/2.1
T7 Lateral30' from CL (60' total)T. 19 N., R. 28 E., Sec. 16 NE1/4NE1/41
U1d Drain50' from CL (100' total)T. 19 N., R. 28 E., Sec. 16 S1/2SE1/4, Sec. 21 NE1/4NE1/4, Sec. 22 SW1/4NW1/4.1
U1d Drain Branch50' from CL (100' total)T. 19 N., R. 28 E., Sec. 16 SE1/4.1
R Wasteway50' from CL (100' total)T. 19 N., R. 28 E., Sec. 11 NE1/4NW1/4.Approx. 500' spur heading north off of T6 North.1
T Line Canal50' from CL (100' total)T. 19 N. R. 28 E., Sec. 21 NW1/4NE1/4, E1/2NE1/4NW1/4 and T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4.1,2
Unnamed Private Service Laterals (3)35' from CL (70' total)T. 19 N., R. 29 E., Sec. 18These 3 private laterals appear to branch off of the T17 and head north.2
T17 Lateral40' from CL (80' total)T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/42
Um Drain50' from CL (100' total)T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/42
Erb Deep Drain50' from CL (100' total)T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/42
T18 Lateral50' from CL (100' total)T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/42
Lower Soda Lake Drain50' from CL (100' total)T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/42
S5 Lateral50' from CL (100' total)T. 19 N., R. 29 E., Sec. 16 SE1/4SW1/4, Sec. 21 W1/2, Sec. 28 NW1/4NW1/4.Partial overlap of flood easement in Sec. 283
S7 Lateral50' from CL (100' total)T. 19 N., R. 29 E., Sec. 13 N1/2SE1/4, N1/2SW1/4, Sec. 14 E1/2SE1/4, Sec. 23 NE1/4NE1/4, SW1/4.3
Ole's Pond Canal Outlet50' from CL (100' total)T. 19 N., R. 29 E., Sec. 13 NW1/4SW1/4, Sec. 14 E1/2SE1/4.3
Service Lateral50' from CL (100' total)T. 19 N., R. 29 E., Sec. 13 NW1/4SE1/4Heads to the SE off the S7 Lateral.3
Harmon 1 Branch 1 Drain50' from CL (100' total)T. 19 N., R. 29 E., Sec. 23 N1/2SW1/43

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