|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Carrothers Construction Co., LLC | Status: Constructed | ||
| Location: T23S, R6W, Sec. 24, NW SE SE | County: Reno | ||
| Directions: Carey Park Blvd and Emerson Loop, Hutchinson | |||
| Latitude: 38.0310889 | Longitude: -97.9249439 | Datum NAD 27 | |
| Latitude: 38.0311004 | Longitude: -97.9252738 | 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: 52 ft. | Elevation: ft. | |
| Static Water Level: 15 ft. | Est. Yield: 500 gpm. | |
| Comp. Date: 22-Jul-1999 | Well Use: Dewatering | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Griffin Dewatering Corp. | License #: 509 | |
| Scanned Form | View scan |
|
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 16 ft. | sand, dry | |
| From: 16 ft. to 26 ft. | medium-coarse sand with gravel | |
| From: 26 ft. to 32 ft. | coarse sand and gravel | |
| From: 32 ft. to 47 ft. | medium-coarse sand and gravel | |
| From: 47 ft. to 52 ft. | medium-coarse sand turning fine | |
