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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE Remediation | Status: Constructed | ||
| Location: T14S, R18W, Sec. 3, NW NW SW | County: Ellis | ||
| Directions: 1100 E 8th, Hays | |||
| Latitude: 38.8628633 | Longitude: -99.3165116 | Datum NAD 27 | |
| Latitude: 38.8628751 | Longitude: -99.3168927 | 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: 47 ft. | Elevation: ft. | |
| Static Water Level: 13 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Sep-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 8 in. to 32 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 32 ft to 42 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | silty clay | |
| From: 5 ft. to 47 ft. | fine silty sand | |