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Specific Water Well Detail |
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| Location Info | |||
| Owner: Laufer, Brian | Status: Constructed | ||
| Location: T1S, R33W, Sec. 25, NW NW SW | County: Rawlins | ||
| Directions: From Ludell, 5 miles North and .25 mile West | |||
| Latitude: 39.9360671 | Longitude: -100.9795204 | Datum NAD 27 | |
| Latitude: 39.9360693 | Longitude: -100.9799554 | 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: 240 ft. | Elevation: ft. | |
| Static Water Level: 200 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Jun-1993 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jay C. 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: 4 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 240 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: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | silty clay | |
| From: 12 ft. to 70 ft. | clay, silty, caliche streaks | |
| From: 70 ft. to 78 ft. | caliche, clay, and fine sand streaks | |
| From: 78 ft. to 95 ft. | caliche, clay, and cemented sand | |
| From: 95 ft. to 98 ft. | caliche | |
| From: 98 ft. to 110 ft. | fine cemented sand | |
| From: 110 ft. to 122 ft. | medium sand, tight caliche layers | |
| From: 122 ft. to 128 ft. | caliche, fine clay layers | |
| From: 128 ft. to 137 ft. | cemented sand, caliche layers | |
| From: 137 ft. to 148 ft. | tight medium sand | |
| From: 148 ft. to 151 ft. | caliche | |
| From: 151 ft. to 158 ft. | clay, caliche, and fine sand streaks | |
| From: 158 ft. to 165 ft. | caliche and cemented sand | |
| From: 165 ft. to 169 ft. | medium sand | |
| From: 169 ft. to 170 ft. | caliche | |
| From: 170 ft. to 179 ft. | fine sand | |
| From: 179 ft. to 184 ft. | caliche and fine sand streaks | |
| From: 184 ft. to 188 ft. | fine sand | |
| From: 188 ft. to 209 ft. | clay and caliche | |
| From: 209 ft. to 215 ft. | medium sand | |
| From: 215 ft. to 220 ft. | sticky clay | |
| From: 220 ft. to 232 ft. | medium sand and gravel | |
| From: 232 ft. to 240 ft. | ochre and shale | |