|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Loewen, Johan P. and Margaret | Status: Constructed | ||
| Location: T26S, R34W, Sec. 24, NW NW SE NW | County: Finney | ||
| Directions: from S Ivanhoe Rd and W TV Rd, 2675 feet W, 0.25 mi S on field road, 1150 feet W to center | |||
| Latitude: 37.7764756 | Longitude: -100.992819 | Datum NAD 27 | |
| Latitude: 37.7765 | Longitude: -100.99327 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.7765 | GPS Longitude: -100.99327 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 621 ft. | Elevation: ft. | |
| Static Water Level: 293 ft. | Est. Yield: 450 gpm. | |
| Comp. Date: 08-Jul-2021 | Well Use: Irrigation | |
| DWR Applic. #: 22577-D2 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. #748 | 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: 293 ft. | ||
| Pump test data: Well water was 438 ft after 4 hours pumping 500 gpm Well water was 435 ft after 4 hours pumping 425 gpm | ||
| Bore hole diameter: 30 inches to 621 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 621 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: 301 ft to 361 ft
From: 361 ft to 441 ft From: 441 ft to 621 ft | |
| Gravel pack intervals | From: 20 ft to 621 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 3 ft. | top soil | |
| From: 3 ft. to 16 ft. | silty brown clay | |
| From: 16 ft. to 55 ft. | fine sand | |
| From: 55 ft. to 87 ft. | fine-medium-coarse sand with fine gravel | |
| From: 87 ft. to 104 ft. | sandy clay | |
| From: 104 ft. to 177 ft. | fine-medium sand | |
| From: 177 ft. to 198 ft. | fine-medium-coarse sand with fine-medium gravel | |
| From: 198 ft. to 206 ft. | sticky brown clay | |
| From: 206 ft. to 248 ft. | red sandy clay with fine-medium-coarse sand | |
| From: 248 ft. to 295 ft. | fine-medium-coarse sand | |
| From: 295 ft. to 304 ft. | sandy clay | |
| From: 304 ft. to 333 ft. | fine-medium-coarse sand | |
| From: 333 ft. to 344 ft. | sandy clay | |
| From: 344 ft. to 359 ft. | fine-medium-coarse sand with sandy clay | |
| From: 359 ft. to 411 ft. | sandy clay with fine sand and layers of cemented sand | |
| From: 411 ft. to 427 ft. | fine sand | |
| From: 427 ft. to 434 ft. | brown rock | |
| From: 434 ft. to 436 ft. | yellow clay | |
| From: 436 ft. to 454 ft. | gray and yellow clay | |
| From: 454 ft. to 490 ft. | shale | |
| From: 490 ft. to 502 ft. | fine sand with sandstone | |
| From: 502 ft. to 515 ft. | shale | |
| From: 515 ft. to 605 ft. | sandstone with fine sand and shale | |
| From: 605 ft. to 621 ft. | shale | |