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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Chapman | Status: Constructed | ||
| Location: T12S, R4E, Sec. 32, SE NW NW | County: Dickinson | ||
| Directions: 302 E 4th, Chapman | |||
| Latitude: 38.9703253 | Longitude: -97.0157195 | Datum NAD 27 | |
| Latitude: 38.9703245 | Longitude: -97.016011 | 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: 27 ft. | Elevation: ft. | |
| Static Water Level: 21.34 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Aug-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 | |
| Driller Info | ||
| Driller: Associated Environmental, Inc. | License #: 585 | |
| 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: 21 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 17 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: 17 ft to 27 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 14 ft
From: 14 to 16 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 1 ft. | fill, surface gravel | |
| From: 1 ft. to 9 ft. | silty clay | |
| From: 9 ft. to 27 ft. | clayey silt | |