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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gordon K. Parr Family Trust | Status: Constructed | ||
| Location: T22S, R21W, Sec. 7, NW SW SW | County: Hodgeman | ||
| Directions: from Hanston: 2 mi NE on Hwy 165, 1 mi E to SE corner of sec, 860 feet N 4675 feetW | |||
| Latitude: 38.1484855 | Longitude: -99.6778188 | Datum NAD 27 | |
| Latitude: 38.1485024 | Longitude: -99.6782187 | 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: 77 ft. | Elevation: ft. | |
| Static Water Level: 30 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Jul-2000 | Well Use: Irrigation | |
| DWR Applic. #: HG 34 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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. | top soil | |
| From: 3 ft. to 7 ft. | brown clay | |
| From: 7 ft. to 33 ft. | brown sandy clay | |
| From: 33 ft. to 65 ft. | fine to medium sand and gravel, some coarse | |
| From: 65 ft. to 80 ft. | gray clay, hard | |