|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Roberts, Martha Plummer | Status: Constructed | ||
| Location: T27S, R40W, Sec. 16, NW NE NE | County: Stanton | ||
| Directions: from Johnson, 9 mi N and 2.75 mi E | |||
| Latitude: 37.7070256 | Longitude: -101.6929062 | Datum NAD 27 | |
| Latitude: 37.7070399 | Longitude: -101.693356 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 597 ft. | Elevation: ft. | |
| Static Water Level: 124 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 05-Jun-1990 | Well Use: Irrigation | |
| DWR Applic. #: 18910 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 204 ft after 4 hours pumping 1140 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 597 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 177 ft to 257 ft
From: 354 ft to 594 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 27 ft. | brown sandy clay | |
| From: 27 ft. to 71 ft. | sand fine to medium coarse streaks of small gravel | |
| From: 71 ft. to 101 ft. | brown clay | |
| From: 101 ft. to 182 ft. | sand fine to medium coarse some small gravel and some clay streaks | |
| From: 182 ft. to 193 ft. | sand fine to medium coarse some small gravel cemented | |
| From: 193 ft. to 195 ft. | brown clay | |
| From: 195 ft. to 222 ft. | sand fine to medium coarse small gravel | |
| From: 222 ft. to 227 ft. | sand fine to small | |
| From: 227 ft. to 242 ft. | sandstone and brown rock ledges, lost circulation | |
| From: 242 ft. to 257 ft. | yellow soapstone and some sandstone streaks | |
| From: 257 ft. to 351 ft. | black shale | |
| From: 351 ft. to 388 ft. | shale and sandstone | |
| From: 388 ft. to 405 ft. | sandstone and soapstone cemented | |
| From: 405 ft. to 465 ft. | sandstone with some soapstone | |
| From: 465 ft. to 468 ft. | red bed | |
| From: 468 ft. to 479 ft. | soapstone and sandstone | |
| From: 479 ft. to 537 ft. | sandstone and some soapstone | |
| From: 537 ft. to 563 ft. | soapstone and some sandstone | |
| From: 563 ft. to 594 ft. | sandstone and soapstone | |
| From: 594 ft. to 612 ft. | red bed | |