|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Sandyhill Enterprises LLC | Status: Constructed | ||
| Location: T26S, R34W, Sec. 13, NW NW SE NW | County: Finney | ||
| Directions: from W TV Rd and S Ivanhoe Rd, 3540 feet W and 3925 feet N into field | |||
| Latitude: 37.791107 | Longitude: -100.9924205 | Datum NAD 27 | |
| Latitude: 37.791131 | Longitude: -100.99287 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.791131 | GPS Longitude: -100.99287 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 568 ft. | Elevation: 2926 ft. | |
| Static Water Level: 266 ft. | Est. Yield: 500 gpm. | |
| Comp. Date: 10-Jul-2019 | Well Use: Irrigation | |
| DWR Applic. #: 22575-D1 #3 | 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: 266 ft. | ||
| Pump test data: Well water was 287 ft after 2 hours pumping 500 gpm | ||
| Bore hole diameter: 30 inches to 568 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 256 ft
Diam: 16 in. to 380 ft Diam: 16 in. to 568 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: 256 ft to 296 ft
From: 296 ft to 338 ft From: 380 ft to 560 ft | |
| Gravel pack intervals | From: 20 ft to 568 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 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 25 ft. | silt and sandy clay | |
| From: 25 ft. to 130 ft. | coarse-very coarse sand and fine-medium-coarse gravel | |
| From: 130 ft. to 141 ft. | medium-very coarse sand and fine-medium gravel | |
| From: 141 ft. to 150 ft. | sandy clay | |
| From: 150 ft. to 250 ft. | medium-very coarse sand and fine-medium gravel | |
| From: 250 ft. to 265 ft. | sandy clay | |
| From: 265 ft. to 296 ft. | medium-very coarse sand and fine-medium gravel | |
| From: 296 ft. to 308 ft. | medium sand and sandy clay | |
| From: 308 ft. to 320 ft. | fine-medium sand | |
| From: 320 ft. to 325 ft. | sandy clay | |
| From: 325 ft. to 335 ft. | sandy clay and clay | |
| From: 335 ft. to 342 ft. | fine sand, sandy clay, and soapstone | |
| From: 342 ft. to 368 ft. | clay | |
| From: 368 ft. to 405 ft. | fine-trace medium sand | |
| From: 405 ft. to 420 ft. | medium-trace coarse sand and fine gravel | |
| From: 420 ft. to 440 ft. | fine sand and sandy clay | |
| From: 440 ft. to 455 ft. | medium sand and brown rock layer | |
| From: 455 ft. to 465 ft. | clay, fine sand, and brown rock layer | |
| From: 465 ft. to 480 ft. | shale and brown rock layer | |
| From: 480 ft. to 528 ft. | fine-trace medium sand and sandstone | |
| From: 528 ft. to 541 ft. | sandstone | |
| From: 541 ft. to 561 ft. | fine sand with trace sandstone and shale lenses | |
| From: 561 ft. to 568 ft. | black shale | |