Hill AFB Bldg 518 - TC Drilling Log.pdf

PDF 15 KB Posted Apr 27, 2012

Attached to: Multiple Award Construction Contract (MACC) Federal contract opportunity
Solicitation number: FA8201-11-R-0008
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Hill Air Force Base

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Test borehole drilling log (In response to Question 74)

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Hill Air Force Base, Building 518 Ogden, UT

Geothermal Soil Analysis

DRILLING LOG - Test Borehole #1

Location: Legal N 1708' W 361' from S4 S05 T4N R1W SLB&M Approx. Address:

GPS 41° 6' 29.71" N, 111° 58' 46.64" W, WGS84 E. of Bldg. 518 Elevation 4809' SW of D Ave. and 8th St.

Hill Air Force Base, Ogden, UT Driller: Bertram Drilling, Inc - Kevin Smidt

State License #: 227 Rig: #392 (Mayhew 11) Joints on rig: 19

Drilling Fluid: Cetco Super Gel X with some T100 Polymer Length of Joints: 20' Loop: Centennial 1.25" x 810' Length of Kelly: 20'

Grout: GeoPro Thermal Grout Select (TGS) 1.07 (6:1)

SPUD/TD: 9:26 4/27/2010 - 13:31 4/27/2010

Spud with: 5-1/8" re-tipped milltooth tricone bit

Surface Water: None

NOTE: Time gaps represent connections or unrelated activity.

Time Duration Start End Activity Minutes Depth Comments

4/27/2010 9:26 9:34 D 8 0-10 9:34 9:38 D 4 10-20 9:38 9:44 9:44 9:48 D 4 20-30 9:48 9:51 D 3 30-40 9:57 10:01 D 4 40-50

10:01 10:05 D 4 50-60 10:09 10:12 D 3 60-70 10:12 10:16 D 4 70-80 10:19 10:23 D 4 80-90 10:23 10:25 D 2 90-100 10:27 10:30 D 3 100-110 10:30 10:32 D 2 110-120 10:34 10:38 D 4 120-130 10:38 10:40 D 2 130-140 Gvl.

10:42 10:45 D 3 140-150 10:45 10:47 D 2 150-160 10:50 10:53 D 3 160-170 10:53 10:55 D 2 170-180 10:58 11:02 D 4 180-190 11:02 11:05 D 3 190-200 11:05 11:15 11:15 11:18 D 3 200-210 11:18 11:20 D 2 210-220 11:23 11:25 D 2 220-230 11:25 11:28 D 3 230-240 11:30 11:33 D 3 240-250 11:33 11:35 D 2 250-260 11:39 11:45 D 6 260-270 11:45 11:50 D 5 270-280 11:54 12:03 D 9 280-290 12:03 12:09 D 6 290-300

30-35': silty brown clay; 35-40: brown clay

Brown clay

Sandy brown clay, tr black sand, tr fine gravel

Brown silty sand w/ trace gravels

Rig up

Light brown / dark brown sandy clay

0-3': topsoil; 3-10': brown silty/sandy clay

Brown silty sand w/ trace gravels

Sandy brown clay w/ fine gravels

Brown clay, tr coarse sand

Sandy brown clay, tr fine gravel

4/27-29/2010

Replace kelly guide bearing

Sandy brown clay, tr gravel, tr, black sand

Sandy brown clay, tr blk sand - getting sticky - red. pulldown

Fine gravels w sandy brown clay

Sandy brown clay, tr fine black gravel Sandy brown clay, large gravel Sandy brown clay, large gravel, tr fine black gravel

Mud thick, circulate & thin mud

B ro w n

S an dy C la y w / G ra ve ls B ro w n S an dy

C la y w

/ G ra ve ls

DRILLING LOG - Test Borehole

12:13 12:24 D 11 300-310 12:24 12:31 D 7 310-320 12:35 12:41 D 6 320-330 12:41 12:45 D 4 330-340 12:49 12:52 D 3 340-350 12:52 12:58 D 6 350-360 13:04 13:12 D 8 360-370 13:12 13:16 D 4 370-380 13:20 13:27 D 7 380-390 13:27 13:31 D 4 390-400 13:31 14:00 Ream & Circ.

SDFN - Run for grouting materials.

4/28/2010

10:20 10:55 Rig up. RIH to 400'. Water ~80'. Ream & Circ. Last 40' 10:55 11:08 POOH - no problems

Total Drilling Time: 169.00 Minutes Drilling 0 - 400'

2.82 Hours

4/28/2010 11:08 11:12 RIH HDPE loop to 400' 11:33 11:37 RIH flexible hose tremie to 380' 11:37 13:05 Pump 11 units TGS 1.07 with returns to surface 14:10 14:18 Grout subsided 20'. RIH tremie to tag grout - pump 1 more unit TGS 1.07 with returns.

4/29/2010 Top off with approx. 6 gallons TGS 1.07

COMMENTS:

Frequent reaming and circulation between joints to clear sticky clay.

Total units grout used: 12 units TGS 1.07 Estimated water used to drill borehole: approx. 1500 gal.

HDPE loop pressure tested to 108 PSI overnight.

From 0-140': Drilling observed and samples logged by Van Riding of Earthfax Engineering.

From 140-400': Drilling observed and samples logged by David Eckels of Sound Geothermal.

Gray brown clay, tr black sand

Sandy brown clay, tr black sand, tr fine gravel

AA - sticky Sandy brown clay, tr black sand, tr L gravel ~315'

G ry

-B rn

C la y

Geothermal Soil Analysis

Colors: Descriptors: Lithology: Drilling:

blk - black ang - angular bas - basalt AA - As Above blu - blue cmt - cement bdl - boulder PU - Pick Up brn - brown crs - coarse cbl - cobble POOH - Pull out of hole bu - buff dk - dark cche - caliche RIH - Run in hole clr - clear f - fine cgl - conglomerate RU - Rig Up crm - cream frm - firm cl - clay SDFN - Shut down for night gn - green hd - hard dol - dolomite TD - Total Depth gry - gray L - Large grt - granite pk - pink lt - light grv - gravel rd - red M - Medium ls - limestone tn - tan mtrx - matrix qtz - quartzite trnsl - translucent S - Small sd - sand wh - white sbang - sub angular sh - shale yel - yellow sft - soft slt - silt tr - trace slts - siltstone uncons - unconsolidated ss - sandstone volc - volcanics

LEGEND

File details come from the government source that posted it. Updated Nov 14, 2017.