|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Dunham, John | Status: Constructed | ||
| Location: T29S, R30W, Sec. 31, NW SW NW SW | County: Gray | ||
| Directions: from A Rd and Co Rd YY, 1710 feet N and 30 feet W | |||
| Latitude: 37.4794085 | Longitude: -100.6521044 | Datum NAD 27 | |
| Latitude: 37.479433 | Longitude: -100.652542 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.479433 | GPS Longitude: -100.652542 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 457 ft. | Elevation: 2826 ft. | |
| Static Water Level: 298 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 05-Feb-2019 | Well Use: Irrigation | |
| DWR Applic. #: 13141 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 298 ft. | ||
| Pump test data: Well water was 368 ft after 2 hours pumping 900 gpm Well water was 340 ft after 4 hours pumping 799 gpm | ||
| Bore hole diameter: 30 inches to 457 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 457 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 308 ft to 408 ft
From: 408 ft to 448 ft | |
| Gravel pack intervals | From: 0 ft to 20 ft | |
| Grout Info | ||
| Grout used: | From: 20 to 457 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 11 ft. | sandy clay | |
| From: 11 ft. to 51 ft. | sandy clay | |
| From: 51 ft. to 67 ft. | sandy clay, fine gravel, and sand | |
| From: 67 ft. to 92 ft. | sandy clay | |
| From: 92 ft. to 102 ft. | sandy clay, fine gravel, and medium sand | |
| From: 102 ft. to 124 ft. | fine gravel and medium sand | |
| From: 124 ft. to 180 ft. | fine-medium gravel, medium sand, and trace coarse sand | |
| From: 180 ft. to 210 ft. | fine-medium gravel and medium sand | |
| From: 210 ft. to 236 ft. | fine-medium-coarse sand | |
| From: 236 ft. to 245 ft. | sandy clay, fine-medium sand, and gravel | |
| From: 245 ft. to 260 ft. | clay | |
| From: 260 ft. to 277 ft. | clay, fine gravel, and sand | |
| From: 277 ft. to 283 ft. | fine-medium sand and gravel | |
| From: 283 ft. to 306 ft. | fine-medium sand and gravel with sandy clay layer | |
| From: 306 ft. to 322 ft. | fine-medium sand and gravel with sandy clay stringers | |
| From: 322 ft. to 358 ft. | fine-medium sand and gravel | |
| From: 358 ft. to 359 ft. | cemented sand layer | |
| From: 359 ft. to 369 ft. | silt and sandy clay layer | |
| From: 369 ft. to 383 ft. | fine-medium sand and coarse gravel | |
| From: 383 ft. to 391 ft. | fine-medium gravel and sand with trace sandstone | |
| From: 391 ft. to 399 ft. | fine-medium gravel with sand and coarse gravel | |
| From: 399 ft. to 405 ft. | silt | |
| From: 405 ft. to 424 ft. | fine-medium sand | |
| From: 424 ft. to 435 ft. | sandy clay | |
| From: 435 ft. to 447 ft. | sandy clay and silt | |
| From: 447 ft. to 452 ft. | brown rock and weathered shale | |
| From: 452 ft. to 453 ft. | soapstone | |
| From: 453 ft. to 457 ft. | weathered shale and trace rock | |