|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Cossman Land, LLC | Status: Constructed | ||
| Location: T23S, R24W, Sec. 1, NE NE SW | County: Hodgeman | ||
| Directions: from SW 217 Rd and SE L Rd, 0.5 mi N and 0.5 mi E | |||
| Latitude: 38.0805463 | Longitude: -99.9076979 | Datum NAD 27 | |
| Latitude: 38.080567 | Longitude: -99.908109 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.080567 | GPS Longitude: -99.908109 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 55 ft. | Elevation: 2284 ft. | |
| Static Water Level: 41 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Apr-2026 | Well Use: Irrigation | |
| DWR Applic. #: 15765 and 22821 | Other ID: | |
| Driller Info | ||
| Driller: Nash Water Well Service, LLC | License #: 846 | |
| 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. | |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 12 in. to 40 ft
Diam: 12 in. to 55 ft | |
| Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 46 ft | |
| Gravel pack intervals | From: 20 ft to 55 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Other (please specify) | ||
| Direction from well: N | Distance: 60 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 20 ft. | fine sandy clay, brown | |
| From: 20 ft. to 37 ft. | sandy clay, tan, with fine sand streaks | |
| From: 37 ft. to 46 ft. | fine sand with small to large gravel | |
| From: 46 ft. to 60 ft. | shale, blue | |