Attch_1_Irrigation_Facility_Surveys_Spreadsheet_updated_20260501_0004.xlsx
XLSX spreadsheet 11 KB Posted
- Solicitation number
- 140R2026Q0064
About this file
This is an irrigation facility survey spreadsheet documenting federal irrigation facilities within Section 2907 Land Conveyances under the Newlands Project in Township 19 North, Range 28-29 East. The spreadsheet lists 24 distinct irrigation facilities including drains, laterals, canals, and wasteways with their respective lengths, widths, locations, and special survey notes. Facilities range from the Wade Drain (5,702.4 feet) and S7 Lateral (41,904.59 feet) as the longest structures to smaller features like the T18 Lateral (86.34 feet) and Lower Soda Lake Drain (52.8 feet). Easement widths vary between 60 and 100 feet from centerline, with most facilities requiring 50-foot easements on each side of centerline (100 feet total). Notable survey considerations include avoiding overlap with the Old River Reservoir easement on portions of T6 (North) and T6 (South), and accounting for partial flood easement overlaps on S5 Lateral and other facilities.
This spreadsheet supports Solicitation Number 140R2026Q0064, a Request for Quote issued by the Department of the Interior Bureau of Reclamation's Lahontan Basin Area Office for survey services of Newlands Project irrigation facilities. The acquisition is a total small business set-aside under NAICS code 541370 (size standard $19.0 million) with a firm-fixed-price contract structure and a two-year period of performance from date of award. Quotes were due May 14, 2026, by 11:00 AM Pacific Daylight Time, submitted to mphan@usbr.gov. The solicitation is structured as a combined synopsis/solicitation for commercial items under FAR Subpart 12.6 and FAR Part 13, with pricing information and evaluation per FAR provisions 52.212-1 and 52.212-2.
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Sheet1 Federal Irrigation Facilities within Sec. 2907 Land Conveyances
| Facility Name | Length (feet) | Width | Location | Notes |
| Wade Drain | 5702.4 | 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. |
| T13 Lateral | 2404.64 | 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. |
| R10 Lateral | 3255.01 | 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. |
| T6 (North) | 11431.42 | 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. |
| T6 (South) | 9327.72 | 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. |
| Stergeon Drain | 8078.4 | 50' from CL (100' total) | T. 19 N., R. 28 E., Sec. 11 SW1/4SW1/4, Sec. 14 N1/2, Sec. 15 N1/2. | |
| T7 Lateral | 213.43 | 30' from CL (60' total) | T. 19 N., R. 28 E., Sec. 16 NE1/4NE1/4 | |
| U1d Drain | 4540.8 | 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. | |
| U1d Drain Branch | 1953.6 | 50' from CL (100' total) | T. 19 N., R. 28 E., Sec. 16 SE1/4. | |
| R Wasteway | 475.2 | 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. |
| T Line Canal | 1973.48 | 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. | |
| Unnamed Private Service Laterals (3) | 2306.76 | 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. |
| T17 Lateral | 2098.43 | 40' from CL (80' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | |
| Um Drain | 1953.6 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | |
| Erb Deep Drain | 1214.4 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | |
| T18 Lateral | 86.34 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | |
| Lower Soda Lake Drain | 52.8 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 18 SE1/4NE1/4 | |
| S5 Lateral | 24547.48 | 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 |
| S7 Lateral | 41904.59 | 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. | |
| Ole's Pond Canal Outlet | 4455.18 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 13 NW1/4SW1/4, Sec. 14 E1/2SE1/4. | |
| Service Lateral | 494.1 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 13 NW1/4SE1/4 | Heads to the SE off the S7 Lateral. |
| Harmon 1 Branch 1 Drain | 4699.2 | 50' from CL (100' total) | T. 19 N., R. 29 E., Sec. 23 N1/2SW1/4 |
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