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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fruechting, Duane | Status: Constructed | ||
| Location: T33S, R30W, Sec. 3, SE SE SW | County: Meade | ||
| Directions: from Plains: 3.75 mi S, .5 mi E (700' S of Test 8) | |||
| Latitude: 37.1997879 | Longitude: -100.5721445 | Datum NAD 27 | |
| Latitude: 37.1998105 | Longitude: -100.5725745 | 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: 424 ft. | Elevation: ft. | |
| Static Water Level: 183 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jun-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: Test 9 | |
| 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: 420 ft to 300 ft
From: 0 ft to 0 ft From: 0 ft to 0 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 52 ft. | brown clay, caliche and ledges | |
| From: 52 ft. to 95 ft. | sand fine med coarse, small to med gravel, few large, hard ledges | |
| From: 95 ft. to 106 ft. | brown clay, hard ledges, a lot of sand st | |
| From: 106 ft. to 122 ft. | sand fine med coarse, some small gravel, hard ledge, few clay st | |
| From: 122 ft. to 130 ft. | brown clay, ledge, sand st | |
| From: 130 ft. to 138 ft. | sand fine med coarse, few small gravel, some clay st | |
| From: 138 ft. to 155 ft. | brown clay, hard ledges | |
| From: 155 ft. to 161 ft. | gray and blue st, ledge, brown st | |
| From: 161 ft. to 178 ft. | brown clay, sand st, ledges, clay a little sticky in places | |
| From: 178 ft. to 190 ft. | sand fine med coarse, clay st | |
| From: 190 ft. to 196 ft. | brown clay, sand st | |
| From: 196 ft. to 215 ft. | sand fine to med, few coarse; very few very small gravel, some clay | |
| From: 215 ft. to 220 ft. | brown clay, sand st, ledges | |
| From: 220 ft. to 230 ft. | sand fine med coarse, very few clay st | |
| From: 230 ft. to 236 ft. | brown clay, a little sticky | |
| From: 236 ft. to 242 ft. | sand fine and clay st mixed | |
| From: 242 ft. to 255 ft. | brown and tan clay, ledges, a lot of fine sand st | |
| From: 255 ft. to 340 ft. | sand fine med coarse, very few clay st, sand on the fine side | |
| From: 340 ft. to 380 ft. | sand fine to med, a few clay st, sand on the fine side | |
| From: 380 ft. to 390 ft. | sand fine, few clay st | |
| From: 390 ft. to 412 ft. | brown and tan clay, hard ledge, few fine sand st | |
| From: 412 ft. to 421 ft. | sand fine, med coarse, few small gravel, few small white rock, a few clay st | |
| From: 421 ft. to 431 ft. | brown clay, hard ledges, used pull down, few sand st | |
| From: 431 ft. to 450 ft. | brown clay, ledges, sand fine med coarse st | |
| From: 450 ft. to 480 ft. | brown sticky clay, few ledges, few sand st | |
| From: 480 ft. to 500 ft. | brown clay, few ledges, few sand st | |