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Specific Water Well Detail |
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| Location Info | |||
| Owner: Abercrombie Drilling, Inc. | Status: Constructed | ||
| Location: T26S, R19W, Sec. 9, C NW SE | County: Edwards | ||
| Directions: from Hwy 54 and Hwy 183 in Greensburg, 12.5 mi N, 4.4 mi W, and 0.4 mi N | |||
| Latitude: 37.7978199 | Longitude: -99.4021752 | Datum NAD 27 | |
| Latitude: 37.7978371 | Longitude: -99.4025693 | 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: 80 ft. | Elevation: ft. | |
| Static Water Level: 53 ft. | Est. Yield: 80 gpm. | |
| Comp. Date: 10-Dec-1984 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: | Other ID: Kuhn A 1 | |
| Driller Info | ||
| Driller: Central Well & Pump, Inc. | License #: 325 | |
| 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: 53 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 60 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: Saw cut | |
| Screen-perforated intervals | From: 60 ft to 80 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 10 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. | sandy soil | |
| From: 2 ft. to 50 ft. | sand, fine to medium | |
| From: 50 ft. to 80 ft. | fine to coarse sand and fine to coarse gravel | |