|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Scott, Clay | Status: Constructed | ||
| Location: T27S, R39W, Sec. 16, SW SW SW SE | County: Stanton | ||
| Directions: from Johnson, 9 mi N and 9 mi E | |||
| Latitude: 37.6939 | Longitude: -101.58995 | Datum NAD 27 | |
| Latitude: 37.6939139 | Longitude: -101.5903964 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.6939 | GPS Longitude: -101.58995 | Datum NAD27 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 691 ft. | Elevation: 3169 ft. | |
| Static Water Level: 310 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 27-Jul-2012 | Well Use: Irrigation | |
| DWR Applic. #: 11213 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 691 ft. | ||
| Pump test data: Well water was 453 ft after 4 hours pumping 400 gpm | ||
| Bore hole diameter: 24 inches to 691 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 690 ft | |
| Casing height above land surface: 16 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 295 ft to 395 ft
From: 486 ft to 686 ft | |
| Gravel pack intervals | From: 20 ft to 376 ft
From: 376 ft to 691 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: E | Distance: 465 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | Surface | |
| From: 2 ft. to 20 ft. | Brown clay, fine sand | |
| From: 20 ft. to 40 ft. | Sand, fine to medium coarse, used water | |
| From: 40 ft. to 115 ft. | Brown clay, few sand | |
| From: 115 ft. to 253 ft. | Sand, fine to medium coarse, small to large gravel | |
| From: 253 ft. to 283 ft. | Brown clay, cemented sand, limerock | |
| From: 283 ft. to 303 ft. | Sand, fine clays, used some water mixed | |
| From: 303 ft. to 322 ft. | Sand, fine to medium | |
| From: 322 ft. to 337 ft. | Brown clay, fine sand | |
| From: 337 ft. to 357 ft. | Sand, fine to medium coarse, some small gravel | |
| From: 357 ft. to 365 ft. | Brown clay | |
| From: 365 ft. to 376 ft. | Sand, fine to medium coarse, some small gravel | |
| From: 376 ft. to 382 ft. | Sandstone | |
| From: 382 ft. to 395 ft. | Yellow soapstone | |
| From: 395 ft. to 405 ft. | Shale, soapstone | |
| From: 405 ft. to 485 ft. | Shale, limestone, hard stuffy soapstone | |
| From: 485 ft. to 523 ft. | Shale, fairly loose, used little water | |
| From: 523 ft. to 540 ft. | Fairly loose, used little water | |
| From: 540 ft. to 575 ft. | Fairly loose, used little water | |
| From: 575 ft. to 660 ft. | Sandstone, loose | |
| From: 660 ft. to 686 ft. | Sandstone, soapstone, tight | |
| From: 686 ft. to 694 ft. | Soapstone, limestone, hard, few red bed | |
| From: 694 ft. to 705 ft. | Red bed, hard | |