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Specific Water Well Detail |
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| Location Info | |||
| Owner: Deffenbaugh Industries | Status: Constructed | ||
| Location: T28S, R25E, Sec. 2, NE SE SW | County: Crawford | ||
| Directions: From Arcadia, 0.5 mi W | |||
| Latitude: 37.6323235 | Longitude: -94.640588 | Datum NAD 27 | |
| Latitude: 37.6323687 | Longitude: -94.6408257 | 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: 36.71 ft. | Elevation: ft. | |
| Static Water Level: 13.11 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Mar-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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: 9 ft. , 33 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 33.7 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: 33.7 ft to 36.7 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: 0 to 29.7 ft
From: 29.7 to 31.75 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: W | Distance: 492 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1.5 ft. | fill, shale, gravel, silt, and sand | |
| From: 1.5 ft. to 2.5 ft. | silty clay, brown, moist, slightly plastic, soft (top soil) | |
| From: 2.5 ft. to 9 ft. | silty clay, brown mottled with orange and gray, soft-firm, low plasticity, trace fine sand, medium fine gravel, roots (weathered shale) | |
| From: 9 ft. to 9.5 ft. | coal, black, soft (Weir-Pittsburg) | |
| From: 9.5 ft. to 16.5 ft. | underclay, gray, soft, dry | |
| From: 16.5 ft. to 30.3 ft. | shale, greenish gray, soft, firm, dry, trace carbonaceous material, gypsum | |
| From: 30.3 ft. to 32.8 ft. | shale, gray, firm, fissile, hackly | |
| From: 32.8 ft. to 33.3 ft. | mudstone, brown gray, secondary fractured healed with calcite, trace fossils (upper Bluejacket) | |
| From: 33.3 ft. to 36 ft. | shale, gray, firm-fissile | |