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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith County RWD No. 1 | Status: Constructed | ||
| Location: T2S, R12W, Sec. 9, SE NE | County: Smith | ||
| Directions: from Cora, 1 mi NW | |||
| Latitude: 39.8954209 | Longitude: -98.6751839 | Datum NAD 27 | |
| Latitude: 39.8954338 | Longitude: -98.675531 | 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: 73 ft. | Elevation: ft. | |
| Static Water Level: 13 ft. | Est. Yield: 90 gpm. | |
| Comp. Date: 16-Jan-1985 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: Well 2, Center | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Clarke Well and Equipment, Inc. | License #: 185 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 13 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 26 ft after 1 hours pumping 90 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 8 in. to 45 ft
Diam: 8 in. to 73 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: Stainless Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 45 ft to 70 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 | From: 4 to 20 ft
From: 0 to 0 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 27 ft. | top soil and tan clay | |
| From: 27 ft. to 37 ft. | white clay and limestone | |
| From: 37 ft. to 40 ft. | sand and sandy white clay | |
| From: 40 ft. to 44 ft. | very fine sand and gravel with streaks of white clay | |
| From: 44 ft. to 46 ft. | very fine sand and gravel, loose | |
| From: 46 ft. to 47 ft. | sand and gravel, fine to very fine, some cobble and clay | |
| From: 47 ft. to 48 ft. | fine sand and gravel, clean | |
| From: 48 ft. to 49 ft. | sand and gravel, fine to very fine, some medium, clean, some clay | |
| From: 49 ft. to 53 ft. | greenish tan clay | |
| From: 53 ft. to 56 ft. | sand and gravel, very fine to fine, clean | |
| From: 56 ft. to 58 ft. | sand and gravel, fine and cobble, clean | |
| From: 58 ft. to 59 ft. | white clay and sand | |
| From: 59 ft. to 64 ft. | sand and gravel, very fine, clean with white clay streaks | |
| From: 64 ft. to 69 ft. | tan clay, sand and cobble, loose | |
| From: 69 ft. to 73 ft. | clay, some sand and cobble, tight | |