|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Johnson County Landfill | Status: Constructed | ||
| Location: T12S, R23E, Sec. 1, NW NW SE | County: Johnson | ||
| Directions: | |||
| Latitude: 39.0355183 | Longitude: -94.8053836 | Datum NAD 27 | |
| Latitude: 39.035523 | Longitude: -94.8056237 | 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: 64 ft. | Elevation: 820.53 ft. | |
| Static Water Level: 53.05 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Mar-1998 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 30 | |
| Driller Info | ||
| Driller: Defenbaugh Industries, Inc. (T.E.S.T.) | License #: 483 | |
| Scanned Form | View scan |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4.7 ft. | soil, brown-gray clay | |
| From: 4.7 ft. to 6 ft. | limestone, gray, biomicrite (Raytown) | |
| From: 6 ft. to 11.2 ft. | slate, black, fissile, clay (Muncie Creek) in upper 1.7 feet | |
| From: 11.2 ft. to 12.9 ft. | limestone, gray biomicrite (Paola) | |
| From: 12.9 ft. to 28.3 ft. | shale, gray-green, silty to sandy limestone lenses at 23.2-25.6 feet (Chanute) | |
| From: 28.3 ft. to 37.6 ft. | limestone, light gray, biomicrite, few fractures, with gray-green shale partings (Drum) | |
| From: 37.6 ft. to 44.7 ft. | shale, gray-green grading to black, fissile from 38.1 feet (Quivira) | |
| From: 44.7 ft. to 50.7 ft. | limestone, gray, biomicrite, numerous horizontal fractures from 45.7-48.4 (Westerville) | |
| From: 50.7 ft. to 55.4 ft. | shale, dark gray with dark gray limestone lenses from 54.1 to 54.9 feet (Westerville) | |
| From: 55.4 ft. to 60 ft. | limestone, gray, biomicrite with fossiliferous slate parting at 55.9-56.3 feet | |
| From: 60 ft. to 63.2 ft. | shale, gray, clayey, grading to dark gray fissile from 60.5 feet | |