Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE/Prints and the Paper | Status: Constructed | ||
Location: T8S, R39W, Sec. 19, SE SW NE | County: Sherman | ||
Directions: | |||
Latitude: 39.3448469 | Longitude: -101.7127566 | Datum NAD 27 | |
Latitude: 39.3448467 | Longitude: -101.7132067 | 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: 124 ft. | Elevation: ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 16-Sep-2002 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: VEW 3 |
Driller Info | ||
Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 |
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?:
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. | Surface | |
From: 2 ft. to 8 ft. | Loess | |
From: 8 ft. to 56 ft. | Sandy clay with some caliche | |
From: 56 ft. to 61 ft. | Medium sand | |
From: 61 ft. to 76 ft. | Sandy clay with caliche and a few sand layers | |
From: 76 ft. to 98 ft. | Clay with some gravel | |
From: 98 ft. to 124 ft. | Medium sand and gravel, loose | |
From: 124 ft. to 125 ft. | Sandy clay |