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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, NE NW NE | County: Douglas | ||
| Directions: | |||
| Latitude: 38.9560611 | Longitude: -95.117582 | Datum NAD 27 | |
| Latitude: 38.9560646 | Longitude: -95.11783 | 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: 84 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Oct-1985 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: 6-85 | |
| 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: 17 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 82 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: 64 ft to 84 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 7 ft. | brown very silty clay | |
| From: 7 ft. to 13 ft. | brown very fine silty sand | |
| From: 13 ft. to 19 ft. | brown fine to very fine sand | |
| From: 19 ft. to 23 ft. | brown medium to fine sand | |
| From: 23 ft. to 27 ft. | brown and gray medium to fine sand with trace coarse sand | |
| From: 27 ft. to 31 ft. | gray and trace brown fine to very fine sand | |
| From: 31 ft. to 36 ft. | gray medium to fine sand with trace clay | |
| From: 36 ft. to 48 ft. | gray medium to coarse sand with trace fine sand and gravel | |
| From: 48 ft. to 50 ft. | brown gray medium to coarse sand with trace fine sand and gravel | |
| From: 50 ft. to 51.5 ft. | brown gray medium to coarse sand with trace fine sand and gravel | |
| From: 51.5 ft. to 58 ft. | brown gray medium to coarse sand with trace fine sand and gravel | |
| From: 58 ft. to 65 ft. | brown gray medium to coarse sand with trace fine sand and gravel, boulders | |
| From: 65 ft. to 70 ft. | brown gray medium to coarse sand with trace fine sand and gravel, boulders | |
| From: 70 ft. to 74.5 ft. | brown gray coarse to medium sand with boulders, trace gravel, and fine sand | |
| From: 74.5 ft. to 76.2 ft. | brown broken limestone | |
| From: 76.2 ft. to 80 ft. | light gray shale | |