|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T11S, R25E, Sec. 20, SW NW SE SW | County: Wyandotte | ||
| Directions: 2900 Strong Ave, Kansas City | |||
| Latitude: 39.0752437 | Longitude: -94.6622026 | Datum NAD 27 | |
| Latitude: 39.07525 | Longitude: -94.66244 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.07525 | GPS Longitude: -94.66244 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 754.8 ft. | |
| Static Water Level: 26 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Feb-2011 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| Driller Info | ||
| Driller: JB Environmental | License #: 732 | |
| 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?:
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 gravelly soil, limestone rock fill, metal fragments | |
| From: 3 ft. to 8 ft. | dark brown clay, moist, firm | |
| From: 8 ft. to 19 ft. | brown gray mottled clay, firm to stiff | |
| From: 19 ft. to 25 ft. | brown gray to gray-brown sandy silt, soft, dry | |
| From: 25 ft. to 35 ft. | gray-gray brown fine-coarse sand, wet | |