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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, Jesse | Status: Constructed | ||
| Location: T29S, R30W, Sec. 13, NE NW SE | County: Gray | ||
| Directions: from Rd HH and Rd 8, 0.5 mi E | |||
| Latitude: 37.5247846 | Longitude: -100.549407 | Datum NAD 27 | |
| Latitude: 37.524809 | Longitude: -100.549839 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.524809 | GPS Longitude: -100.549839 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 402 ft. | Elevation: 2744 ft. | |
| Static Water Level: 211 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 30-Dec-2022 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: SW Windmill & WW Srvc | License #: 805 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 342 ft | |
| Casing height above land surface: 180 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: SDR21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 342 ft to 402 ft | |
| Gravel pack intervals | From: 25 ft to 402 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 10 ft. | clay, white | |
| From: 10 ft. to 30 ft. | clay, tan | |
| From: 30 ft. to 125 ft. | medium to coarse sand and gravel | |
| From: 125 ft. to 160 ft. | medium sand | |
| From: 160 ft. to 168 ft. | caliche | |
| From: 168 ft. to 212 ft. | clayey medium sand | |
| From: 212 ft. to 372 ft. | medium to coarse sand and gravel | |
| From: 372 ft. to 408 ft. | sandy clay | |