|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Ohrt, Timothy | Status: Constructed | ||
| Location: T30S, R1E, Sec. 4, SW SE SE | County: Sumner | ||
| Directions: from 119th St: 1 mi S, .25 mi W of Hydraulic, .125 mi N (Lot 8 Block C), Peck | |||
| Latitude: 37.465304 | Longitude: -97.3171905 | Datum NAD 27 | |
| Latitude: 37.4653235 | Longitude: -97.3175132 | 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: 30 ft. | Elevation: ft. | |
| Static Water Level: 14 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Dec-1993 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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: 5 in. to 23 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: Saw cut | |
| Screen-perforated intervals | From: 23 ft to 30 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 3 to 23 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 11 ft. | clay | |
| From: 11 ft. to 25 ft. | fine sand | |
| From: 25 ft. to 30 ft. | gray shale | |