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Specific Water Well Detail |
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| Location Info | |||
| Owner: Deffenbaugh Industries | Status: Constructed | ||
| Location: T28S, R25E, Sec. 2, SW SW SW | County: Crawford | ||
| Directions: From Arcadia, 0.5 mi W | |||
| Latitude: 37.6306378 | Longitude: -94.6475606 | Datum NAD 27 | |
| Latitude: 37.6306831 | Longitude: -94.6477985 | 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: 53 ft. | Elevation: ft. | |
| Static Water Level: 42.79 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Jul-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6A | |
| Driller Info | ||
| Driller: Defenbaugh Industries, Inc. (T.E.S.T.) | License #: 483 | |
| 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: PVC
Casing Joints: |
Diam: 2 in. to 50 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: Mill slot | |
| Screen-perforated intervals | From: 50 ft to 53 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 43.6 ft
From: 43.6 to 17.5 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 21.5 ft. | mine spoil, dark gray, weathered, fine-cobble, subrounded-angular, poorly sorted, grades to light brown at 20 feet | |
| From: 21.5 ft. to 44.8 ft. | shale, gray to black, medium hard-hard, thinly laminated-thinly bedded, with sandstone and coal seams | |
| From: 44.8 ft. to 51.2 ft. | underclay, gray, firm, massive, greasy luster grading to sandy, hard, with interbedded fine sandy silt seams, soft, iron staining | |
| From: 51.2 ft. to 61.5 ft. | shale, black, firm-hard, thinly laminated, shiny luster on breakable plane, gradational with the underclay, grades to greenish gray | |
| From: 61.5 ft. to 63.7 ft. | shale, gray, hard, iron nodules, wavy bedding, calcareous | |
| From: 63.7 ft. to 65.5 ft. | shale, black, hard, thinly laminated to fissile, interbedded with green gray shale, calcareous varies with interbedding | |
| From: 65.5 ft. to 71.5 ft. | shale, black, hard, wavy bedding, non calcareous | |
| From: 71.5 ft. to 72 ft. | mudstone, brown gray, hard, fractures filled with secondary | |
| From: 72 ft. to ft. | shale, gray, soft-moderate hard, fissile | |