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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bullock, Hollis | Status: Constructed | ||
| Location: T28S, R36W, Sec. 2, NE NE NW | County: Grant | ||
| Directions: from Hickok: 5 mi N, 1 mi E, 4923' N, 2692' W | |||
| Latitude: 37.6480081 | Longitude: -101.2270768 | Datum NAD 27 | |
| Latitude: 37.6480288 | Longitude: -101.2275254 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 500 ft. | Elevation: ft. | |
| Static Water Level: 345 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Apr-1995 | Well Use: Irrigation | |
| DWR Applic. #: 3289 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 350 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 350 ft to 500 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | 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: NW | Distance: 277 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | Top soil | |
| From: 2 ft. to 78 ft. | Brown sandy clay | |
| From: 78 ft. to 118 ft. | Fine to medium sand and gravel | |
| From: 118 ft. to 126 ft. | Brown clay | |
| From: 126 ft. to 142 ft. | Fine to medium sand and gravel 10% clay | |
| From: 142 ft. to 157 ft. | Brown sandy clay | |
| From: 157 ft. to 190 ft. | Fine to medium sand - 15% clay | |
| From: 190 ft. to 202 ft. | Brown sandy clay | |
| From: 202 ft. to 216 ft. | Blue yellow clay mixed | |
| From: 216 ft. to 230 ft. | Fine to medium sand - 10% clay - tight | |
| From: 230 ft. to 245 ft. | Blue yellow clay | |
| From: 245 ft. to 277 ft. | Fine to medium sand clay strip mixed | |
| From: 277 ft. to 310 ft. | Fine to medium sand and gravel | |
| From: 310 ft. to 333 ft. | Blue brown yellow clay | |
| From: 333 ft. to 356 ft. | Fine to medium sand and gravel - tight | |
| From: 356 ft. to 370 ft. | Brown clay | |
| From: 370 ft. to 392 ft. | Brown blue clay mixed | |
| From: 392 ft. to 411 ft. | Fine to medium sand and gravel-hard spot and tight | |
| From: 411 ft. to 417 ft. | Fine to medium sand and gravel - white rock mixed - very hard pull down | |
| From: 417 ft. to 459 ft. | Fine to medium sand and gravel | |
| From: 459 ft. to 473 ft. | Brown clay | |
| From: 473 ft. to 481 ft. | Fine to medium sand and gravel - small clay strip mixed | |
| From: 481 ft. to 502 ft. | Brown clay | |
| From: 502 ft. to 516 ft. | Brown yellow clay | |
| From: 516 ft. to 530 ft. | Shale - hard pull down | |