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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T7S, R33W, Sec. 31, SW SE NW SE | County: Thomas | ||
| Directions: from NE corner of 5th St and Court Ave, 70 feet N and 5 feet E | |||
| Latitude: 39.3984856 | Longitude: -101.0428736 | Datum NAD 27 | |
| Latitude: 39.39849 | Longitude: -101.04331 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.39849 | GPS Longitude: -101.04331 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 147 ft. | Elevation: 3137 ft. | |
| Static Water Level: 116.72 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-May-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: HWMW 2 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: No | ||
| Ground water encountered: 118 ft. | ||
| Bore hole diameter: 9 inches to 147 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 147 ft | |
| Casing height above land surface: 0 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: 116 ft to 146 ft | |
| Gravel pack intervals | From: 114 ft to 147 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 114 ft | |
| Source of Possible Contamination | ||
| Source: Contaminated Site | ||
| Direction from well: All | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 10 ft. | lean clay | |
| From: 10 ft. to 16 ft. | silty clay | |
| From: 16 ft. to 40 ft. | lean clay with fine sand | |
| From: 40 ft. to 51 ft. | gravel with some clay | |
| From: 51 ft. to 68 ft. | poorly graded sand, coarse grained, with some silty clay interbeds of gravel | |
| From: 68 ft. to 70 ft. | lean clay with caliche | |
| From: 70 ft. to 83 ft. | poorly graded very coarse sand, with gravel, some caliche | |
| From: 83 ft. to 93 ft. | gravel with some coarse sand | |
| From: 93 ft. to 96 ft. | poorly graded coarse sand | |
| From: 96 ft. to 102 ft. | silty clay, red, with caliche stringers | |
| From: 102 ft. to 129 ft. | sandy coarse gravel | |
| From: 129 ft. to 147 ft. | well graded medium to coarse sand | |