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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kendrick, Gary | Status: Constructed | ||
| Location: T29S, R41W, Sec. 14, SW SE SW | County: Stanton | ||
| Directions: from SW corner of Johnson, 3 mi S, 3655 feet W, and 150 feet N | |||
| Latitude: 37.5203063 | Longitude: -101.7739964 | Datum NAD 27 | |
| Latitude: 37.5203241 | Longitude: -101.7744457 | 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: 585 ft. | Elevation: ft. | |
| Static Water Level: 245.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jun-1994 | Well Use: Irrigation | |
| DWR Applic. #: 12438 | 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. | |
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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 320 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: PVC | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 320 ft to 585 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 2 ft. | top soil | |
| From: 2 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 113 ft. | brown sandy clay | |
| From: 113 ft. to 135 ft. | fine to medium sand - clay streak | |
| From: 135 ft. to 145 ft. | brown clay | |
| From: 145 ft. to 155 ft. | fine to medium sand and gravel | |
| From: 155 ft. to 168 ft. | brown sandy clay | |
| From: 168 ft. to 185 ft. | fine to medium sand | |
| From: 185 ft. to 218 ft. | fine to medium sand gravel | |
| From: 218 ft. to 229 ft. | brown sandy clay | |
| From: 229 ft. to 269 ft. | fine to medium sand and gravel - 10% clay | |
| From: 269 ft. to 276 ft. | brown sandy clay | |
| From: 276 ft. to 280 ft. | fine to medium sand and gravel | |
| From: 280 ft. to 308 ft. | brown sandy clay | |
| From: 308 ft. to 328 ft. | fine to medium sand and gravel | |
| From: 328 ft. to 387 ft. | brown sandy clay | |
| From: 387 ft. to 389 ft. | brown rock - loose | |
| From: 389 ft. to 390 ft. | brown rock - hard pull down | |
| From: 390 ft. to 395 ft. | brown rock | |
| From: 395 ft. to 401 ft. | brown rock - hard pull down | |
| From: 401 ft. to 408 ft. | yellow clay - hard pull down | |
| From: 408 ft. to 410 ft. | red clay - hard pull down | |
| From: 410 ft. to 425 ft. | red yellow clay - hard pull down | |
| From: 425 ft. to 440 ft. | brown red clay - 15% sandstone - pull down | |
| From: 440 ft. to 490 ft. | brown blue clay - 30% sandstone | |
| From: 490 ft. to 500 ft. | brown blue red clay - 20% sandstone - pull down | |
| From: 500 ft. to 574 ft. | brown blue clay - 30% sandstone - pull down | |
| From: 574 ft. to 590 ft. | red bed | |