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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Topeka | Status: Constructed | ||
| Location: T11S, R16E, Sec. 31, NE SW NE | County: Shawnee | ||
| Directions: 204 W 5th St, Topeka | |||
| Latitude: 39.0542309 | Longitude: -95.6750176 | Datum NAD 27 | |
| Latitude: 39.0542311 | Longitude: -95.6752768 | 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: 25 ft. | Elevation: ft. | |
| Static Water Level: 10.75 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Oct-2001 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Quad State Services, Inc. | License #: 692 | |
| Scanned Form | View scan |
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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 3 ft. | brown clay and limestone aggregate | |
| From: 3 ft. to 10.5 ft. | clayey silt, light brown-brown-dark brown, slight olive brown, slight red brown, friable, very moist-moist | |
| From: 10.5 ft. to 13 ft. | silty clay brown-dark brown, gray-dark gray, black, roots, rock, brick, very moist, wet at 12 feet | |
| From: 13 ft. to 13.5 ft. | concrete | |
| From: 13.5 ft. to 15 ft. | dark gray brown black silty clay, gravelly, roots, wet | |
| From: 15 ft. to 16 ft. | rock, brick | |
| From: 16 ft. to 25 ft. | brown-dark brown silty clay, rock, and brick, upper part wet | |
