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Specific Water Well Detail |
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| Location Info | |||
| Owner: A. L. Abercrombie Revocable Trust | Status: Constructed | ||
| Location: T6S, R26W, Sec. 32, NW SE NW | County: Sheridan | ||
| Directions: | |||
| Latitude: 39.4899011 | Longitude: -100.2498126 | Datum NAD 27 | |
| Latitude: 39.4899044 | Longitude: -100.2502276 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 150 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Apr-1996 | Well Use: Irrigation | |
| DWR Applic. #: 41,851 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Woofter Pump & Well, Inc. | License #: 554 | |
| 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: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 200 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 200 ft to 260 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 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 2 ft. | Surface | |
| From: 2 ft. to 20 ft. | Loess | |
| From: 20 ft. to 30 ft. | Sandy clay with caliche streaks | |
| From: 30 ft. to 38 ft. | Cemented sand with clay and caliche | |
| From: 38 ft. to 41 ft. | Medium sand with cemented and clay streaks | |
| From: 41 ft. to 46 ft. | Sand clay with sand streaks | |
| From: 46 ft. to 50 ft. | Medium sand and gravel with few clay streaks | |
| From: 50 ft. to 54 ft. | Cemented sand and caliche | |
| From: 54 ft. to 78 ft. | Sandy clay with caliche streaks | |
| From: 78 ft. to 87 ft. | Caliche and cemented sand with clay and sand | |
| From: 87 ft. to 93 ft. | Medium sand | |
| From: 93 ft. to 114 ft. | Sandy clay with sand streaks | |
| From: 114 ft. to 124 ft. | Cemented sand and clay | |
| From: 124 ft. to 132 ft. | Sandy clay with a few sand streaks | |
| From: 132 ft. to 134 ft. | Medium sand | |
| From: 134 ft. to 135.5 ft. | Cemented sand | |
| From: 135.5 ft. to 150 ft. | Medium sand with clay streaks | |
| From: 150 ft. to 162 ft. | Sandy clay with tight sand streaks | |
| From: 162 ft. to 165 ft. | Fine to medium sand with clay streaks | |
| From: 165 ft. to 166 ft. | Sandy clay | |
| From: 166 ft. to 170 ft. | Medium sand with clay streaks | |
| From: 170 ft. to 181 ft. | Sandy clay with some sand | |
| From: 181 ft. to 186 ft. | Caliche clay and cemented sand hard | |
| From: 186 ft. to 199 ft. | Sandy clay with a few sand streaks | |
| From: 199 ft. to 201 ft. | Medium sand | |
| From: 201 ft. to 202 ft. | Soft clay | |
| From: 202 ft. to 240 ft. | Sandy clay | |
| From: 240 ft. to 249 ft. | Medium sand with clay | |
| From: 249 ft. to 250.5 ft. | Clay | |
| From: 250.5 ft. to 254 ft. | Medium sand and gravel with clay | |
| From: 254 ft. to 260 ft. | Fine to medium sand | |