|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bryan Lagaly Homes | Status: Constructed | ||
| Location: T29S, R2W, Sec. 24, SE NW SW | County: Sedgwick | ||
| Directions: 901 N Arrowhead St, Clearwater | |||
| Latitude: 37.5086518 | Longitude: -97.4932812 | Datum NAD 27 | |
| Latitude: 37.50867 | Longitude: -97.49361 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.50867 | GPS Longitude: -97.49361 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1289 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 11-Apr-2024 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Weninger Drlg | License #: 884 | |
| 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 30 ft
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 192 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR-26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 50 ft | |
| Gravel pack intervals | From: 23 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 18 ft. | clay, brown | |
| From: 18 ft. to 24 ft. | silty clay, tan | |
| From: 24 ft. to 29 ft. | fine sand | |
| From: 29 ft. to 52 ft. | medium to coarse sand | |
| From: 52 ft. to 60 ft. | shaley limestone, moderately weathered, gray | |