C5_2__Attch_1_Irrigation_Facility_Surveys_spreadsheet.xlsx
XLSX spreadsheet 11 KB Posted
- Solicitation number
- 140R2026Q0064
About this file
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 Name | Width | Location | Notes | Map # |
| Wade Drain | 50' 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 Lateral | 50' 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 Lateral | 30' 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 Drain | 50' 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 Lateral | 30' from CL (60' total) | T. 19 N., R. 28 E., Sec. 16 NE1/4NE1/4 | 1 | |
| U1d Drain | 50' 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 Branch | 50' from CL (100' total) | T. 19 N., R. 28 E., Sec. 16 SE1/4. | 1 | |
| R Wasteway | 50' 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 Canal | 50' 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. 18 | These 3 private laterals appear to branch off of the T17 and head north. | 2 |
| T17 Lateral | 40' from CL (80' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | 2 | |
| Um Drain | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | 2 | |
| Erb Deep Drain | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | 2 | |
| T18 Lateral | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | 2 | |
| Lower Soda Lake Drain | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | 2 | |
| S5 Lateral | 50' 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. 28 | 3 |
| S7 Lateral | 50' 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 Outlet | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 13 NW1/4SW1/4, Sec. 14 E1/2SE1/4. | 3 | |
| Service Lateral | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 13 NW1/4SE1/4 | Heads to the SE off the S7 Lateral. | 3 |
| Harmon 1 Branch 1 Drain | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 23 N1/2SW1/4 | 3 |
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