|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T14S, R23E, Sec. 7, NE SE SW | County: Johnson | ||
| Directions: 700 feet NW of 159th St and Lenexa Dr | |||
| Latitude: 38.842764 | Longitude: -94.9005591 | Datum NAD 27 | |
| Latitude: 38.8427711 | Longitude: -94.900801 | 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: 8.7 ft. | Elevation: 1062.7 ft. | |
| Static Water Level: 5.19 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Sep-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Woodward-Clyde Consultants | License #: 399 | |
| 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. | |
|
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 0 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: Continuous slot | |
| Screen-perforated intervals | From: 6.7 ft to 8.7 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: 1 to 2.7 ft
From: 2.7 to 4.7 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 150 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 9.2 ft. | clay | |
| From: 9.2 ft. to 9.5 ft. | limestone | |