|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Gray, Derold | Status: Constructed | ||
| Location: T28S, R37W, Sec. 9, SW NE | County: Grant | ||
| Directions: from Ulysses: 2 mi N, .75 mi W, .25 mi N | |||
| Latitude: 37.6291267 | Longitude: -101.3700846 | Datum NAD 27 | |
| Latitude: 37.6291461 | Longitude: -101.3705327 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 547 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Oct-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 240 ft to 270 ft
From: 540 ft to 547 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| 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 83 ft. | Brown Clay | |
| From: 83 ft. to 92 ft. | Fine to medium sand fine sand | |
| From: 92 ft. to 219 ft. | Brown Clay | |
| From: 219 ft. to 239 ft. | Brown Sandy Clay | |
| From: 239 ft. to 246 ft. | Fine to medium sand and gravel (tight) | |
| From: 246 ft. to 258 ft. | Fine to medium sand and gravel small streak coarse gravel (loose) | |
| From: 258 ft. to 262 ft. | Fine to medium sand and gravel (tight) | |
| From: 262 ft. to 269 ft. | Fine to medium sand and gravel (loose) | |
| From: 269 ft. to 271 ft. | Cemented sandstones hard pull down | |
| From: 271 ft. to 290 ft. | Brown Sandy Clay | |
| From: 290 ft. to 294 ft. | Fine to medium sand fine gravel | |
| From: 294 ft. to 320 ft. | Brown Sandy Clay | |
| From: 320 ft. to 333 ft. | Brown Clay | |
| From: 333 ft. to 350 ft. | Brown Clay Brown rock | |
| From: 350 ft. to 476 ft. | Shale hard pull down | |
| From: 476 ft. to 515 ft. | Dakota Sand stones 25% | |
| From: 515 ft. to 537 ft. | Dakota Sand stone 30% | |
| From: 537 ft. to 542 ft. | Shale hard pull down | |
| From: 542 ft. to 570 ft. | Shale hard some pull down | |
| From: 570 ft. to 586 ft. | Shale hard pull down | |
| From: 586 ft. to 590 ft. | Red Bed | |