|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bridwell, Stephen | Status: Constructed | ||
| Location: T29S, R1E, Sec. 6, NW SW SW | County: Sedgwick | ||
| Directions: 1001 S Shira, Haysville | |||
| Latitude: 37.5522199 | Longitude: -97.3677954 | Datum NAD 27 | |
| Latitude: 37.55224 | Longitude: -97.36812 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.55224 | GPS Longitude: -97.36812 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 53 ft. | Elevation: 1291 ft. | |
| Static Water Level: 35 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Sep-2022 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bearden Pump & Well | License #: 941 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 43 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 43 ft to 53 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: N | Distance: 12 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | top soil | |
| From: 17 ft. to 25 ft. | fine sand | |
| From: 25 ft. to 33 ft. | clay | |
| From: 33 ft. to 36 ft. | fine sand | |
| From: 36 ft. to 53 ft. | medium sand | |
| From: 53 ft. to 54 ft. | medium sand | |