|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T24S, R31W, Sec. 34, SE NW SW | County: Finney | ||
| Directions: S side of terminal building, Garden City Municipal Airport | |||
| Latitude: 37.9206059 | Longitude: -100.7157405 | Datum NAD 27 | |
| Latitude: 37.9206282 | Longitude: -100.7161746 | 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: 131 ft. | Elevation: ft. | |
| Static Water Level: 130 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Nov-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: A. W. Pool, Inc. | License #: 555 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 125 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: 2 in. to 121 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: Mill slot | |
| Screen-perforated intervals | From: 121 ft to 131 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, Bentonite | From: 0 to 3 ft
From: 3 to 111 ft From: 111 to 116 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: N | Distance: 999 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | silt with clay, dry, yellow brown, calcareous cementation | |
| From: 5 ft. to 16 ft. | silty clay, dry, medium consistency, light yellow brown | |
| From: 16 ft. to 29 ft. | caliche, firm | |
| From: 29 ft. to 44 ft. | sand with occasional gravel, brown to yellowish | |
| From: 44 ft. to 65 ft. | sand with interbedded lens of gravel, cobbles | |
| From: 65 ft. to 80 ft. | sand with trace of gravel, caliche | |
| From: 80 ft. to 131 ft. | sand with silt, poorly graded, lt. olive brown with calcareous cemented caliche | |