C5_2__Attachment_1_Irrigation_Facility_Surveys_spreadsheet.xlsx
XLSX spreadsheet 11 KB Posted
- Solicitation number
- 140R2026Q0056
About this file
This is an Irrigation Facility Surveys spreadsheet attachment that documents federal irrigation facilities subject to Section 2907 land conveyances. The spreadsheet identifies 24 irrigation facilities and drainage systems located in Township 19 North, Range 28-29 East within the Newlands Project service area. Each facility entry specifies the easement width (ranging from 30 to 50 feet from centerline, totaling 60 to 100 feet), precise legal location descriptions using township/range/section/quarter-section notations, and relevant notes regarding overlaps, exclusions, or special conditions. Key facilities listed include Wade Drain, T13 Lateral, R10 Lateral, T6 North and South, Sturgeon Drain, T7 Lateral, U1d Drain, R Wasteway, T Line Canal, T17 Lateral, Um Drain, Erb Deep Drain, T18 Lateral, Lower Soda Lake Drain, S5 Lateral, S7 Lateral, Ole's Pond Canal Outlet, and various other service laterals and drains. Notable considerations include approximately 1,300 feet of T6 North overlapped by Old River Reservoir easement that should not be surveyed, approximately 500 feet of R Wasteway as a spur, and partial flood easement overlaps in multiple sections.
This spreadsheet supports the associated Solicitation 140R2026Q0056, a combined synopsis/solicitation issued by the Department of the Interior Bureau of Reclamation, Lahontan Basin Area Office for survey services of Newlands Project irrigation facilities. The solicitation is a firm-fixed-price Request for Quote designated as a total small business set-aside under NAICS code 541370 with a size standard of $19.0 million. The contract period of performance is two years from date of award. The spreadsheet serves as the technical reference document identifying all irrigation facilities requiring survey work as part of the broader solicitation requirements.
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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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