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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mac's 66, Inc. | Status: Constructed | ||
| Location: T12S, R25E, Sec. 29, SW NW SW NW | County: Johnson | ||
| Directions: 8139 Metcalf Ave, Overland Park (KDHE ID: U4-046-12100) | |||
| Latitude: 38.9808068 | Longitude: -94.6668881 | Datum NAD 27 | |
| Latitude: 38.9808128 | Longitude: -94.6671242 | 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: 16.49 ft. | Elevation: 1066.62 ft. | |
| Static Water Level: 12.24 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Jul-2016 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?:
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 .1 ft. | asphalt | |
| From: .1 ft. to .4 ft. | fill gravel | |
| From: .4 ft. to 4.5 ft. | silty clay with fill sand | |
| From: 4.5 ft. to 4.6 ft. | concrete | |
| From: 4.6 ft. to 16.9 ft. | silty clay | |
| From: 16.9 ft. to 17 ft. | limestone | |