|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Mark Savener Builder | Status: Constructed | ||
| Location: T8S, R3E, Sec. 4, NE NW SE | County: Clay | ||
| Directions: from City limits: 1 mi E on Hwy 24, .25 mi N | |||
| Latitude: 39.3866083 | Longitude: -97.0965892 | Datum NAD 27 | |
| Latitude: 39.386605 | Longitude: -97.0968866 | 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: 140 ft. | Elevation: ft. | |
| Static Water Level: 100 ft. | Est. Yield: 80 gpm. | |
| Comp. Date: 20-Oct-2006 | 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 21 ft. | brown clay | |
| From: 21 ft. to 23 ft. | limestone | |
| From: 23 ft. to 36 ft. | yellow shale | |
| From: 36 ft. to 55 ft. | brown shale | |
| From: 55 ft. to 64 ft. | limestone | |
| From: 64 ft. to 70 ft. | yellow shale | |
| From: 70 ft. to 75 ft. | limestone | |
| From: 75 ft. to 112 ft. | brown shale | |
| From: 112 ft. to 140 ft. | limestone | |