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Specific Water Well Detail |
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| Location Info | |||
| Owner: Toews, David | Status: Constructed | ||
| Location: T26S, R27W, Sec. 6, SW SE NW | County: Gray | ||
| Directions: from Cimarron: 1.25 mi E | |||
| Latitude: 37.819703 | Longitude: -100.3180447 | Datum NAD 27 | |
| Latitude: 37.8197243 | Longitude: -100.318466 | 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: 282 ft. | Elevation: ft. | |
| Static Water Level: 160 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 19-Nov-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 165 ft to 175 ft
From: 185 ft to 215 ft From: 219 ft to 229 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | Top Soil | |
| From: 3 ft. to 67 ft. | Brown Clay and fine sand | |
| From: 67 ft. to 82 ft. | brown clay, caliche (Firm) | |
| From: 82 ft. to 112 ft. | Cemented sand and gravel (very hard) used pull down | |
| From: 112 ft. to 124 ft. | Brown clay | |
| From: 124 ft. to 138 ft. | Sand fine medium coarse and small gravel loose used water. | |
| From: 138 ft. to 145 ft. | Brown clay and fine sand | |
| From: 145 ft. to 162 ft. | Sand fine medium coarse and small gravel loose. Used a lot of water. | |
| From: 162 ft. to 166 ft. | Sand fine medium coarse medium small and small clay streaks | |
| From: 166 ft. to 187 ft. | Brown Clay, Gyp rock and small sand streaks | |
| From: 187 ft. to 208 ft. | Sand fine medium coarse few small coarse loose. Used water few clay streaks | |
| From: 208 ft. to 219 ft. | Sand fine medium coarse small gravel and some white rock loose used water. | |
| From: 219 ft. to 239 ft. | Brown clay and sand medium coarse used water. | |
| From: 239 ft. to 254 ft. | Brown clay | |
| From: 254 ft. to 268 ft. | Sand fine medium coarse few medium gravel and little clay | |
| From: 268 ft. to 278 ft. | Sand fine medium coarse and small brown gravel white and tan rock, loose used water. | |
| From: 278 ft. to 280 ft. | Brown clay, blue clay and soap stone. | |