Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: DESC 55853 View Log Groundwater Site
Well Label: 64895
Start Card: 150744
Original Report:
Owner Well Nbr: 6
Company Job Nbr:
Primary Use: COMMUNITY
Complete Date: 12/31/2003
Land Owner
Name:
Company: CITY OF REDMOND
Address: 875 SE SISTERS AVE

REDMOND, OR 97756
Location
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Latitude/Longitude
Latitude: 44.25300558
Longitude: -121.17427685
Horiz. Error: 100.00 ft.
Location
County: DESC
TRSQQ: WM15.00S13.00E21NWSE
Tax Map:
Tax Lot: 400
Lot:
Block:
Subdivision:
Street of Well: 2551 SW 6TH ST
WM District: 11
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.

Well Construction
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Construction
Start Date: 04/02/2003
Completed Date: 12/31/2003
Drill Method: Cable
Depth of Completed Well: 855.00
Est. Depth Drilled: 872.00
Special Standards:
Seal Placed Method: C
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 99.00 ft to 399.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack: 399.00 ft to 855.00 ft
Filter Pack Material: GRAVEL
Filter Pack Size: 6x12 pmc
Bore Hole
Seal
No data matches search criteria.
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
70602Casing16.00 2.00 550.00.375ST  
70603Casing16.00 850.00 855.00.375ST  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
Well Test
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Well Test
Temperature: 54 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 342.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 336.00
Post-Static Water Level Date: 12/22/2003
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
1 342.00697.00336.001500.0 
2 697.00811.00336.001000.0 
3 811.00867.00336.004000.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00BROWN SAND 
21.002.00BROKEN BROWN & GREY LAVA 
32.0014.00GREY VESICULAR LAVA 
414.0024.00HARD GREY LAVA 
524.0028.50BROWN LAVA W/ RED CINDERS 
631.0032.00HARD GREY LAVA 
732.0033.00BROWN LAVA 
833.0035.00DARK BROWN & GREY LAVA HARD 
935.0037.00DARK BROWN & GREY LAVA ROCK, BROKEN OR CAVING 
1037.0038.00BROWN & GREY LAVA, BROKEN, CAVING 
1138.0043.00HARD GREY LAVA 
1343.0047.00HARD GREY ROCK 
1447.0050.00GREY LAVA ROCK 
1550.0059.00HARD GREY LAVA 
1759.0061.00MED GREY LAVA 
1861.0077.00MEDIUM GREY LAVA 
2177.0086.00MED GREY LAVA/ MED HARD GREY LAVA 
2286.0088.00MED HARD GREY LAVA 
2388.0091.00RED & BROWN CONGLOM AVAIL 
2491.0092.00HARDER GREY & BROWN LAVA 
2592.0095.00HARD DARK GREY LAVA 
2695.00101.00BLACK GREY & BROWN LAVA 
27107.50108.51RED CINDER CONGLOMERATES 
28110.00113.00SANDSTONE 
29113.00119.00BROWN & GREY LAVA 
31119.00122.00HARD GREY LAVA 
32122.00127.00GREY LAVA 
33127.00131.00MED GREY LAVA 
34131.00136.00HARD GREY LAVA 
36136.00147.00MED GREY LAVA 
39147.00155.00RED & BROWN SANDSTONE 
41155.00162.00MEDIUM BROWN SANDSTONE 
42162.00170.00MISSING REPORTS 
43170.00172.00BROWN & GREEN SANDSTONE 
44172.00176.00BROWN & GREY BROKEN WATER LOSS 173 
45176.00189.00BROWN & BLACK SANDSTONE 
47189.00192.00GREY & BLACK SANDSTONE 
48192.00196.00GREY & BROWN LAVA 
49196.00198.50BROKEN BROWN & GREY LAVA 
50198.50211.00HARD GREY BASALT BROKEN 
53211.00216.00GREY BASALT 
55216.00224.00HARD GREY BASALT 
57224.00228.00HARD GREY BASALT LOSS ZONE @ 224.5 
58224.00226.00BROKEN 
59226.00227.00HAMALER 
60228.00230.00BROKEN GREY LAVA RUN 2ND PLUMBNESS TEST 
61230.00235.00BROKEN BLACK & BROWN LAVA 
62235.00238.00HARD DARK GREY & BLACK LAVA- CAVING? 
63238.00242.00BLACK & BROWN LAVA SLOUGHING AT 226' 
64242.00247.00BLACK & BROWN LAVA, SOFTER & BROKEN 
65247.00253.00BLACK & BROWN LAVA 
66253.00260.00HARD GREY BASALT 
68260.00262.00BROKEN GREY LAVA 
69262.00264.00BROKEN GREY 
70264.00292.00BROWN VOLCANIC CONGLOMERATE 
75280.00307.00VOLCANIC CONGLOMERATE 
73292.00295.00BROWN VOLCANIC CONGLOMERATE -RIG DOWN FOR REPAIRS THRU 7/10 
74293.00316.00DARK GREY VOLCANIC CONGLOMERATE 
76316.00318.00BROWN HARD SANDSTONE 
77318.00332.00BROWN SANDSTONE 
78332.00336.00DARK GREY SANDSTONE 
79336.00338.00BROWN SANDSTONE 
80338.00370.00BROWN SANDSTONE W/ GRAVEL 358-SILT355.00
81370.00380.00GREY SANDSTONE NOTE: PROBLEMS WITH CAVING, LOST 9'. 7/22, FILLED 380 TO 371 
82380.00381.00GRAVELLY SANDSTONE 
83381.00391.00LIGHT GREY SANDSTONE 
84391.00397.00GREY SANDSTONE 
85397.00405.00BROWN & GREY SANDSTONE 
86405.00418.00BROWN SANDSTONE 
87418.00445.00BROWN & GREY SANDSTONE 
88446.00451.00RED & BROWN SANDSTONE, PLUMBNESS & ALLIGNMENT TEST @ 440 
89451.00455.00RED BROWN SANDSTONE 
90455.00470.00BROWN TAN SANDSTONE 
91470.00487.00GREY SANDSTONE 
92487.00495.00GREY SANDSTONE HARDER; POSSIBLY BROKEN ADDED 1 SACK CEMENT 
93495.00500.00BROWN & GREY SANDSTONE 
94500.00508.00GREY SANDSTONE, SOFTER 
95508.00520.00GREY SANDSTONE W/ BLACK SAND STREAKS 
96520.00530.00BROWN & GREY SANDSTONE 
97530.00542.00BROWN SANDSTONE W/ PEA GRAVEL 
98542.00567.00DARK GREY SANDSTONE W/GRAVEL 
99567.00577.00DARK GREY SANDSTONE W/GRAVELS POSSIBLY SLOUGHING 
100577.00597.00DARK GREY SANDSTONE W/GRAVELS 
101597.00605.00TAN-BROWN SANDSTONE 
102605.00632.00BROWN SANDSTONE W/GRAVEL 
103632.00650.00DARK BROWN SANDSTONE W/ CINDERS & GRAVELS 
104650.00686.00DARK BROWN SANDSTONE W/ GRAVELS 
105686.00697.00DARK BROWN SANDSTONE W/ GRAVELS & CINDERS 
106697.00703.00HARD GREY LAVA 
107703.00718.50HARD GREY BASALT 
108720.00724.50HARD LT GREY BASALT 
109724.50735.50HARD GREY BASALT 
110735.50741.00BROWN SANDSTONE W/ SMALL GRAVEL 
111741.00746.00BROWN SANDSTONE W/GRAVEL 
112746.00753.00GREY SANDSTONE W/ GRAVEL 
113753.00757.00HARD GREY VESICULAR LAVA 
114757.00765.00HARD GREY BASALT 
115765.00767.00DARK GREY LAVA (SOFTER) 
116767.00774.00DARK GREY LAVA 
117774.00780.00GREY VESICULAR LAVA 
118780.00784.00GREY VESICULAR BASALT, HARDER 
119788.00797.00HARD GREY BASALT 
120797.00803.00GREY VESICULAR LAVA BROKEN? 
121803.00807.00HARD GREY BASALT 
122807.00816.00DARK GREY VESICULAR LAVA 
123816.00817.00GREY VESICULAR LAVA 
124817.00822.00GREY VESICULAR LAVA? NO SAMPLE AFTER 818 FT "LIVE WATER" OBE 
125822.00825.00GREY VESICULAR LAVA? W/ CINDER SEAMS NO SAMPLE COLLECTED 
126825.00842.00FRACTURED LAVA? NO SAMPLE 
127842.00845.00FRACTURED LAVA? AHALP CAVED 3-4' NO SAMPLE CONTINOUS RETURN 843' 
128845.00848.00DARK GREY BASALT 
129848.00850.00HARD GREY BASALT CAVING (FROM ABOVE) 
130850.00851.00HARD GREY LAVA 
131851.00854.00BROKEN GREY LAVA? NO CUTTINGS 
132854.00860.00BROKEN LAVA? NO CUTTINGS 
133860.00866.00DARK RED BROWN CINDERS WITH SAND & SMALL GRAVEL "BOND HOLE" 
134866.00868.00BROWN RED CINDERS & GRAVELS. NO 1-4' FILL @ THE START OF CAVING 
135868.00871.00BROWN & GREY VESICULAR LAVA 
136871.00872.00TERMINATE DEILLING 10/29 DUE TO FOUNDATION STABILITY. 
Well Constructor
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Bonded Driller Name: ROBERT BUCKNER
Bonded Driller Company: WESTERN WATER DEVELOPMENT
Bonded Driller Number: 1385
Bonded Date Signed: 01/27/2004
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
113-134' ADDED CEMENT TO STABILIZE BORE HOLE ** 162-170 MISSING REPORTS** 172-176 WATER LOSS 173'** LOST ? @224.5'** 228-230 RUN 2ND PLUMBNESS TEST** RIG DOWN FOR REPAIRS 7/10** WATER @ 355' SWL-335-340 ** Note problem with casing lost 9' 7/22, filled 380 to 371** 446-451 plumbness & alignment test performed** 487 possibly broken, added 1 sack cement** 707-811 Returns driller remarked the water in the bailer was clean.**
no sample after 818 ft live water-obe** 822-835 no sample collected in bailer** 842-845 caved 3-4', no sample** Continous return @ 843** 848-850 caving from above** 866-868 no1 4' fill @ the stunt of shift. caving.** 871-872 terminate drilling on 10/29 due to foundation stability. bail the hole on 10/30. e-logged 11/2/03-sloughed in to 862'
Documents
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TitleDocument TypeSourceDownload Image
ARCHIVE DOCUMENTSPECIAL STANDARD FINAL ORDERARCHIVEImage
DESC 55853WELL REPORTDRILLERImage