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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ferrellgas | Status: Constructed | ||
| Location: T23S, R6W, Sec. 29, NE SW NE | County: Reno | ||
| Directions: 2610 S Mohawk Rd, South Hutchinson | |||
| Latitude: 38.0234467 | Longitude: -98.0007991 | Datum NAD 27 | |
| Latitude: 38.0234584 | Longitude: -98.0011311 | 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: 212 ft. | Elevation: 1581.88 ft. | |
| Static Water Level: 42.78 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Jul-2005 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 18D | |
| Driller Info | ||
| Driller: GeoCore Services Inc. | License #: 527 | |
| 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 2 ft. | top soil, brown | |
| From: 2 ft. to 20 ft. | silty clay, reddish brown | |
| From: 20 ft. to 31 ft. | clay, very silty, sand in part, reddish brown | |
| From: 31 ft. to 40 ft. | very fine-coarse sand, subangular | |
| From: 40 ft. to 60 ft. | fine-coarse sand with occasional fine gravel, subrounded | |
| From: 60 ft. to 70 ft. | fine-coarse sand with trace fine-medium gravel, subrounded | |
| From: 70 ft. to 80 ft. | fine-coarse sand with fine gravel, subrounded | |
| From: 80 ft. to 100 ft. | fine-coarse sand with trace fine gravel, subrounded | |
| From: 100 ft. to 110 ft. | very fine-coarse sand with trace fine gravel, subrounded | |
| From: 110 ft. to 120 ft. | fine-coarse sand with fine-medium gravel, subrounded | |
| From: 120 ft. to 140 ft. | fine-coarse sand with slight decreases in medium gravel | |
| From: 140 ft. to 150 ft. | fine-coarse sand with trace fine gravel | |
| From: 150 ft. to 180 ft. | fine-coarse sand with slight increase in fine gravel | |
| From: 180 ft. to 195 ft. | fine-coarse sand with occasional fine gravel, subrounded | |
| From: 195 ft. to 200 ft. | shale, soft, reddish brown with trace green | |
| From: 200 ft. to 210 ft. | shale becoming very firm to hard at 207 feet, reddish brown | |
| From: 210 ft. to 217 ft. | shale, very firm to hard, dark reddish brown | |