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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hatch, Wayne/Hale, David | Status: Constructed | ||
| Location: T16S, R7E, Sec. 21, NW NW NW | County: Morris | ||
| Directions: 1603 S 1800 Rd, Wilsey - from Wilsey: 1 mi N | |||
| Latitude: 38.6518253 | Longitude: -96.670039 | Datum NAD 27 | |
| Latitude: 38.6518335 | Longitude: -96.6703242 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 45 ft. | Est. Yield: 6 gpm. | |
| Comp. Date: 21-Oct-2000 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Zinn Water Well Drlg. | License #: 218 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | black top soil | |
| From: 3 ft. to 5 ft. | shale, gray | |
| From: 5 ft. to 10 ft. | shale, yellow | |
| From: 10 ft. to 45 ft. | limestone and shale, light | |
| From: 45 ft. to 46 ft. | shale, gray | |
| From: 46 ft. to 68 ft. | limestone and flint | |
| From: 68 ft. to 73 ft. | shale, blue | |
| From: 73 ft. to 85 ft. | shale, red | |
| From: 85 ft. to 87 ft. | limestone, gray | |
| From: 87 ft. to 100 ft. | shale, gray | |