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Specific Water Well Detail |
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| Location Info | |||
| Owner: McClaren Corporation | Status: Constructed | ||
| Location: T13S, R18W, Sec. 22, NW SW SW | County: Ellis | ||
| Directions: .5 mi N of I-70 and Hwy 183 | |||
| Latitude: 38.9027448 | Longitude: -99.3160321 | Datum NAD 27 | |
| Latitude: 38.9027563 | Longitude: -99.3164131 | 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: 16.5 ft. | Elevation: ft. | |
| Static Water Level: 9.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Oct-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: JB Environmental Drilling | License #: 539 | |
| 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: 9 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 6 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: 6 ft to 16 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 3 ft
From: 3 to 5 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 .5 ft. | asphalt | |
| From: .5 ft. to 1.8 ft. | medium-dark brown silty clay | |
| From: 1.8 ft. to 9.8 ft. | tan silty sandy clay with caliche | |
| From: 9.8 ft. to 15.5 ft. | fine-very coarse sand and limestone rock gravel, caliche layer at 13 feet | |
| From: 15.5 ft. to 16.5 ft. | gray-yellow brown shale to shaley clay, iron oxide stained | |