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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fletcher Ranch, Inc | Status: Constructed | ||
| Location: T25S, R35W, Sec. 33, SW NE NE | County: Kearny | ||
| Directions: from Lakin: 1 mi S, .25 mi E, 6 mi S, 5 mi E, 4175' N, 1110' W | |||
| Latitude: 37.840424 | Longitude: -101.1615879 | Datum NAD 27 | |
| Latitude: 37.8404447 | Longitude: -101.1620358 | 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: 495 ft. | Elevation: ft. | |
| Static Water Level: 173.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Nov-1993 | Well Use: Irrigation | |
| DWR Applic. #: 20358 | 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 235 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: Wire wrapped | |
| Screen-perforated intervals | From: 235 ft to 495 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 19 ft. | top soil, fine sand | |
| From: 19 ft. to 25 ft. | brown sandy clay | |
| From: 25 ft. to 95 ft. | medium coarse gravel | |
| From: 95 ft. to 104 ft. | brown sandy clay | |
| From: 104 ft. to 147 ft. | fine to medium sand and gravel, 10% clay | |
| From: 147 ft. to 159 ft. | brown sandy clay | |
| From: 159 ft. to 164 ft. | fine to medium sand and gravel | |
| From: 164 ft. to 170 ft. | brown sandy clay | |
| From: 170 ft. to 178 ft. | fine to medium sand and gravel | |
| From: 178 ft. to 187 ft. | brown sandy clay | |
| From: 187 ft. to 198 ft. | fine to medium sand and gravel | |
| From: 198 ft. to 227 ft. | brown clay | |
| From: 227 ft. to 246 ft. | fine to medium sand and gravel | |
| From: 246 ft. to 251 ft. | brown sandy clay | |
| From: 251 ft. to 269 ft. | fine to medium sand and gravel | |
| From: 269 ft. to 277 ft. | brown sandy clay | |
| From: 277 ft. to 297 ft. | fine to medium sand and gravel | |
| From: 297 ft. to 338 ft. | brown sandy clay | |
| From: 338 ft. to 354 ft. | fine to medium sand | |
| From: 354 ft. to 468 ft. | brown sandy clay | |
| From: 468 ft. to 470 ft. | brown rock | |
| From: 470 ft. to 480 ft. | brown sandy clay | |
| From: 480 ft. to 490 ft. | brown rock, 10% clay | |
| From: 490 ft. to 496 ft. | brown yellow clay, hard | |
| From: 496 ft. to 500 ft. | shale, hard | |