|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Woods, Albert G. | Status: Constructed | ||
| Location: T14S, R6E, Sec. 5, SE SE NW | County: Morris | ||
| Directions: 106 Fox Creek Rd, White City | |||
| Latitude: 38.8635657 | Longitude: -96.789425 | Datum NAD 27 | |
| Latitude: 38.8635681 | Longitude: -96.7897116 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: ft. | |
| Static Water Level: 25 ft. | Est. Yield: .5 gpm. | |
| Comp. Date: 29-Sep-2000 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 23 ft. | brown clay | |
| From: 23 ft. to 25 ft. | limestone and gravel | |
| From: 25 ft. to 30 ft. | blue gray shale, oily, sticky | |
| From: 30 ft. to 35 ft. | limestone | |
| From: 35 ft. to 57 ft. | gray shale | |
| From: 57 ft. to 68 ft. | limestone | |
| From: 68 ft. to 80 ft. | blue gray shale, oily and sticky | |