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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cross Manufacturing | Status: Constructed | ||
| Location: T14S, R18W, Sec. 3, SE NE SE | County: Ellis | ||
| Directions: from Cross Manufacturing Plant: 300' WNW | |||
| Latitude: 38.8610396 | Longitude: -99.3002838 | Datum NAD 27 | |
| Latitude: 38.8610514 | Longitude: -99.3006642 | 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: 49 ft. | Elevation: 2001 ft. | |
| Static Water Level: 37.13 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Apr-1990 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: URS Greiner - Woodward-Clyde | License #: 399 | |
| 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: PVC
Casing Joints: |
Diam: 2 in. to 37 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 37 ft to 47 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: 2 to 30 ft
From: 30 to 34 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 15 ft. | very stiff to hard, light brown, low plasticity, silty clay, with zones of calcareous cementation | |
| From: 15 ft. to 20 ft. | dense coarse clayey sand, poorly graded | |
| From: 20 ft. to 46 ft. | stiff to firm silty clay, yellowish brown, low plasticity, with subordinate layers of silt, clayey sand, and coarse poorly graded sand | |
| From: 46 ft. to 49 ft. | shale, weathered from the surface, clayey | |