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Specific Water Well Detail |
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| Location Info | |||
| Owner: Edna E. Collingwood Trust | Status: Constructed | ||
| Location: T27S, R42W, Sec. 7, NW NE NW | County: Stanton | ||
| Directions: from NW corner of Johnson, 10 mi W, 9 mi N, 3370 feet W, and 4670 feet N | |||
| Latitude: 37.7229498 | Longitude: -101.955207 | Datum NAD 27 | |
| Latitude: 37.7229625 | Longitude: -101.955663 | 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: 400 ft. | Elevation: ft. | |
| Static Water Level: 230 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Mar-1994 | Well Use: Irrigation | |
| DWR Applic. #: 18064 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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. | |
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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: Steel
Casing Joints: |
Diam: 16 in. to 245 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: Mill slot | |
| Screen-perforated intervals | From: 245 ft to 400 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 56 ft. | fine to medium sand and gravel - loose | |
| From: 56 ft. to 92 ft. | brown clay | |
| From: 92 ft. to 170 ft. | brown sandy clay | |
| From: 170 ft. to 232 ft. | brown clay | |
| From: 232 ft. to 248 ft. | fine to medium sand | |
| From: 248 ft. to 264 ft. | fine to medium sand - 10% clay - tight | |
| From: 264 ft. to 277 ft. | brown clay | |
| From: 277 ft. to 288 ft. | brown clay - small sand strip | |
| From: 288 ft. to 299 ft. | fine to medium sand | |
| From: 299 ft. to 322 ft. | fine to medium sand cemented sandstone mixed - hard pull down | |
| From: 322 ft. to 336 ft. | fine to medium sand - 10% clay - tight | |
| From: 336 ft. to 366 ft. | fine to medium sand - 15% clay strip | |
| From: 366 ft. to 385 ft. | fine sand - 10% clay - tight | |
| From: 385 ft. to 390 ft. | yellow clay | |
| From: 390 ft. to 423 ft. | shale - hard pull down | |
| From: 423 ft. to 470 ft. | shale - hard pull down | |