|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: CHS United Plains Ag | Status: Constructed | ||
| Location: T13S, R40W, Sec. 34, NE NE NW | County: Wallace | ||
| Directions: SW corner of Hwy K27 and Nighthawk Rd, Sharon Springs | |||
| Latitude: 38.886145 | Longitude: -101.7509884 | Datum NAD 27 | |
| Latitude: 38.8861542 | Longitude: -101.7514375 | 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: 30 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Oct-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 29 | |
| Driller Info | ||
| Driller: GeoCore, Inc. | License #: 527 | |
| 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 1 ft. | concrete and sand | |
| From: 1 ft. to 8 ft. | slightly clayey silt, medium brown | |
| From: 8 ft. to 13 ft. | slightly clayey silt, gray | |
| From: 13 ft. to 18 ft. | silty clay, gray | |
| From: 18 ft. to 25 ft. | fine sand, very silty, dark gray | |
| From: 25 ft. to 28 ft. | very fine sand, silty, tan | |
| From: 28 ft. to 30 ft. | fine-medium sand | |