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Specific Water Well Detail |
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| Location Info | |||
| Owner: Eslinger, Edward | Status: Constructed | ||
| Location: T33S, R23W, Sec. 12, SW NE NE NE | County: Clark | ||
| Directions: 310 E 6th Ave, Ashland | |||
| Latitude: 37.1909982 | Longitude: -99.7618559 | Datum NAD 27 | |
| Latitude: 37.191026 | Longitude: -99.762263 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.191026 | GPS Longitude: -99.762263 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 88 ft. | Elevation: 1974 ft. | |
| Static Water Level: 44 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 04-Aug-2016 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bartel Well Drilling, Inc. | License #: 101 | |
| 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?: Yes | ||
| Ground water encountered: 44 ft. | ||
| Pump test data: Well water was 44 ft after 1 hours pumping 30 gpm | ||
| Bore hole diameter: 9 inches to 88 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 48 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 200# | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 48 ft to 88 ft | |
| Gravel pack intervals | From: 24 ft to 88 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: East | Distance: 300 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 5 ft. to 44 ft. | brown clay | |
| From: 44 ft. to 85 ft. | sand and gravel | |
| From: 85 ft. to 88 ft. | red sand | |