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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Eudora | Status: Constructed | ||
| Location: T13S, R21E, Sec. 6, NW NE NE | County: Douglas | ||
| Directions: from Eudora: 1.5 mi NW | |||
| Latitude: 38.9560592 | Longitude: -95.115334 | Datum NAD 27 | |
| Latitude: 38.9560627 | Longitude: -95.115582 | 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: 80 ft. | Elevation: ft. | |
| Static Water Level: 16.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Oct-1986 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: 8-85 | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 16 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 80 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: Saw cut | |
| Screen-perforated intervals | From: 50 ft to 80 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 5 ft
From: 5 to 15 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | brown very silty clay | |
| From: 5 ft. to 16 ft. | brown fine to very fine silty sand | |
| From: 16 ft. to 26 ft. | brown medium to fine sand, trace coarse sand | |
| From: 26 ft. to 31 ft. | brown and gray medium to coarse sand with trace fine sand | |
| From: 31 ft. to 34 ft. | gray medium to coarse sand with trace fine sand | |
| From: 34 ft. to 39 ft. | gray medium to fine sand with trace clay | |
| From: 39 ft. to 42 ft. | gray medium to coarse sand with trace fine sand and clay | |
| From: 42 ft. to 46.5 ft. | gray medium to fine sand with trace clay | |
| From: 46.5 ft. to 47.5 ft. | gray silty sandy clay | |
| From: 47.5 ft. to 57 ft. | brown gray medium to coarse sand with trace fine sand and gravel | |
| From: 57 ft. to 66 ft. | gray very silty clay, soft | |
| From: 66 ft. to 69 ft. | brown gray medium to coarse sand with trace fine sand and gravel | |
| From: 69 ft. to 79.2 ft. | brown gray medium sand with coarse and fine sand and trace gravel | |
| From: 79.2 ft. to 81.2 ft. | olive brown clayey shale | |
| From: 81.2 ft. to 84 ft. | light gray shale | |