|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Goodland | Status: Constructed | ||
| Location: T8S, R39W, Sec. 20, SW NW SW | County: Sherman | ||
| Directions: Located at Northeast corner of 17th and Cherry, Goodland | |||
| Latitude: 39.3412283 | Longitude: -101.7057854 | Datum NAD 27 | |
| Latitude: 39.3412282 | Longitude: -101.7062353 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 210 ft. | Elevation: 3681.74 ft. | |
| Static Water Level: 188.27 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Dec-1998 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 13 | |
| Driller Info | ||
| Driller: Wesley G. Liehs Drilling, Inc. | License #: 590 | |
| 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 60 ft. | Silty clay, tan | |
| From: 60 ft. to 70 ft. | Mixed sand, quartz | |
| From: 70 ft. to 80 ft. | Mixed sand with some clay | |
| From: 80 ft. to 90 ft. | Mixed sand, quartz | |
| From: 90 ft. to 120 ft. | Mixed sand, some clay | |
| From: 120 ft. to 210 ft. | Mixed sand, some clay | |