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Specific Water Well Detail |
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| Location Info | |||
| Owner: McFarland, Phillip | Status: Constructed | ||
| Location: T34S, R4E, Sec. 18, NW NE SE | County: Cowley | ||
| Directions: from E section line, Arkansas City: .13 mi W, S of .5 section line | |||
| Latitude: 37.0916441 | Longitude: -97.0258835 | Datum NAD 27 | |
| Latitude: 37.0916728 | Longitude: -97.0261988 | 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: 33.5 ft. | Elevation: ft. | |
| Static Water Level: 20 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Feb-1991 | Well Use: Environmental Remediation, Recovery | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 13 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 13 ft to 33 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 5 to 8 ft
From: 8 to 10 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | medium to dark brown silt and clay with trace of very fine sand | |
| From: 3 ft. to 9 ft. | medium to dark brown silt and clay becoming more dense with depth | |
| From: 9 ft. to 14 ft. | medium to dark brown silt and clay, very damp | |
| From: 14 ft. to 16 ft. | very dark brown clay, very damp, sticky | |
| From: 16 ft. to 16.4 ft. | very dark brown to tan clay | |
| From: 16.4 ft. to 20 ft. | mixture of medium brown clay and 1/4 to 1/2 inch gravel | |
| From: 20 ft. to 21 ft. | medium brown to tan clay, medium to coarse sand and gravel | |
| From: 21 ft. to 23.5 ft. | medium brown to tan gravel and coarse sand | |
| From: 23.5 ft. to 26 ft. | tan brown white gravel | |
| From: 26 ft. to 29 ft. | tan brown white gravel with fine to coarse sand | |
| From: 29 ft. to 31 ft. | mixture brown clay, tan and brown gravel, medium to coarse sand | |
| From: 31 ft. to 33.5 ft. | mixture brown clay, tan and brown gravel, with increasing amounts of fine medium coarse sand | |