|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KMH Partnership | Status: Constructed | ||
| Location: T27S, R41W, Sec. 9, SE SE SE | County: Stanton | ||
| Directions: from NW corner of Johnson, 9 mi N, 2 mi W, 80 feet N, and 70 feet W | |||
| Latitude: 37.7093832 | Longitude: -101.798879 | Datum NAD 27 | |
| Latitude: 37.7093967 | Longitude: -101.7993305 | 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: 320 ft. | Elevation: ft. | |
| Static Water Level: 176 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-May-1998 | Well Use: Irrigation | |
| DWR Applic. #: 23569 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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:
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 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | brown sandy clay | |
| From: 12 ft. to 19 ft. | fine sand | |
| From: 19 ft. to 49 ft. | brown sandy clay | |
| From: 49 ft. to 78 ft. | brown clay | |
| From: 78 ft. to 89 ft. | fine to medium sand and gravel | |
| From: 89 ft. to 111 ft. | brown clay | |
| From: 111 ft. to 168 ft. | brown sandy clay | |
| From: 168 ft. to 209 ft. | fine to medium sand and gravel | |
| From: 209 ft. to 217 ft. | fine to medium sand and gravel - 10% clay | |
| From: 217 ft. to 233 ft. | fine to medium sand and gravel | |
| From: 233 ft. to 246 ft. | brown sandy clay | |
| From: 246 ft. to 261 ft. | brown clay with white rock mixed | |
| From: 261 ft. to 276 ft. | fine to medium sand and gravel - 10% | |
| From: 276 ft. to 290 ft. | brown sandy clay | |
| From: 290 ft. to 308 ft. | fine to medium sand and gravel with brown rock mixed | |
| From: 308 ft. to 350 ft. | shale - hard pull down | |