DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA … · drilling, construction, and caliper-log data for well 3-3503-01, north upper anahulu exploratory well, oahu, hawaii u.s. geological

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DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA

FOR WELL 3-3503-01, NORTH UPPER ANAHULU

EXPLORATORY WELL, OAHU, HAWAII

U.S. GEOLOGICAL SURVEY

Open-File Report 96-427

Prepared in cooperation with the

CITY AND COUNTY OF HONOLULU BOARD OF WATER SUPPLY

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FOR WELL 3-3503-01, NORTH UPPER ANAHULU

EXPLORATORY WELL, OAHU, HAWAII

ByTodd K. Presley and Delwyn S. Oki

u.s. GEOLOGICAL SURVEY

Ii Open-File Report 96-427

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-.. Prepared in cooperation with the

.. CITY AND COUNTY OF HONOLULU BOARD OF WATER SUPPLY l1li

Honolulu, Hawaii 1996

u.s. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary

u.s. GEOLOGICAL SURVEY Gordon P. Eaton, Director

Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government

For sale by the U.S. Geological Survey Branch of Infonnation Services Box 25286 Denver, CO 80225-0286

For additional infonnation write to: District Chief U.S. Geological Survey 677 Ala Moana Blvd., Suite 415 Honolulu, HI 96813

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I CONTENTS

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Abstract ........................................................................................ .

Introduction ....................................................•...•.....•...............•....•..

Regional Setting ......•........•........•......•............................................ Acknowledgments .......................................................................... .

Drilling, Construction, and Caliper-Log Data ............................................................ .

Additional Information ............................................................................. .

References Cited

FIGURES

1-2. Maps showing:

1 1 1 4 4 6 8

1. Ground-water areas of north-central Oahu, and wells drilled during the study, Hawaii. . . . . . . . . . . . . . . . . . 2

2. Location of North Upper Anahulu exploratory well, Oahu, Hawaii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3. Diagram showing construction details for the North Upper Anahulu exploratory well (State

well number 3-3503-01), Oahu, Hawaii. . • . • . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

4. Graph showing caliper log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii ............ . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

TABLES

1. Construction data for North Upper Anahulu exploratory well, Oahu, Hawaii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2. Geologic log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii. . . . . . . . . . . 6

3. Driller's log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii. . . . . . . . . . . 9

4. Construction data for wells drilled during the study, Oahu, Hawaii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10

Conversion Factors

Multiply

foot (ft) mile (mi) inch (in.)

By

0.3048 1.609

25.4

Elevations in this report are referenced relative to mean sea level.

To obtain

meter kilometer millimeter

Contents III

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Drilling, Construction, and Caliper-Log Data for Well 3-3503-01, North Upper Anahulu Exploratory Well, Oahu, Hawaii

By Todd K. Presley and Delwyn S. Oki

Abstract

The North Upper Anahulu exploratory well (Hawaii State well number 3-3503-01) was drilled about 3.1 miles east of the town of Haleiwa. The well is located on agricultural land in the Kawailoa ground-water area. The well was drilled to an elevation of about -103 feet below mean sea level and penetrates about 110 feet into a basalt aquifer. Well-construction data, logs of drilling notes, geologic descriptions for the samples, and caliper-log data are presented for the well. The well is one of 12 exploratory wells drilled in the north-central Oahu area between July 1993 and May 1994 in cooperation with the Honolulu Board of Water Supply.

INTRODUCTION

Because of water-supply concerns associated with population increase on the island of Oahu, the Honolulu Board of Water Supply, in cooperation with the U.S. Geological Survey (USGS), conducted a study to assess the availability of ground water in north-central Oahu. This study included drilling 12 exploratory and monitoring wells between July 1993 and May 1994.

This report presents drilling data for North Upper Anahulu exploratory well (Hawaii State well number 3-3503-01). The well is about 3.1 mi east of the town of Haleiwa (figs. 1 and 2). The purpose of the North Upper Anahulu exploratory well is to increase spatial coverage of water levels for the Kawailoa ground-water area (Rosenau and others, 1971; Dale, 1978; Hunt, in press)

and to provide a water-level observation well for monitoring.

Regional Setting

TIle study area is located in north-central Oahu between the crests of the Koolau Range and the Waianae Range (fig. 1). Previous studies (Rosenau and others, 1971; Dale, 1978; Hunt, in press) that describe the physical and geological aspects of the study area are summarized here. The mountain ranges are the eroded remnants of two shield volcanoes. The Mokuleia and Waialua ground-water areas are separated by low-permeability paleosols and saprolite of the Waianae Volcano that lie below the geologic contact between the Waianae and Koolau Volcanoes. The Waialua and Kawailoa ground-water areas are separated by alluvium and weathered basalt in and beneath Anahulu Gulch. Seaward flow of ground water in the Mokuleia and Waialua ground-water areas is impeded by a coastal confining unit that is composed of marine and terrestrial sediment known locally as "caprock." The caprock creates a confined artesian condition at low elevations near the shore. Further inland however, the aquifer is unconfined.

Water levels in the Waialua and Kawailoa groundwater areas are about 12 ft and 4 ft, respectively, above mean sea level. Water levels in the Mokuleia groundwater area are about 20 ft. Withdrawal from the Waialua, Kawailoa and MOkuleia ground-water areas is primarily for sugarcane irrigation, although there are also several municipal wells and numerous small capacity private wells. Natural ground-water discharge occurs at springs and by subsurface flow through the caprock to the ocean (Rosenau and others, 1971).

Introduction 1

21°40'

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158°10'

24MIL;ES 'I !

"4 KILOMETERS

PACIFIC OCEAN

158°

KAWAILOA GROUND-WATER

AREA

___ .3-3503-01

"~~cc-, ... ,:,-.. :",...".,.=,."".,.",,.,.~<{,i "3:34 -14:isC03-3406-12 IInq

l)Ulu VqI1eY'-';:::Fi'"lI --~

c "Z!~,:O;>~(~ i~t1~utE:~~ GR~:i-::TFR o0,ily

MOKULEIA GROUND-WATER

03-3204-01

SCHOFIELD GROUND-WATER

AREA

21°30'~--~--~~--~~~~~--~~~~----~----------------~--------------------~----~

Base modified from U,S. Geological Survey aogital data, 1 :24,000,1983, AbelS equal area projection, standaId parallels 21 015'!I1d 21°45', central meridian 157"59'

EXPLANA nON

SEDIMENTARY DEPOSITS (CAPROCK)

BOUNDARY OF GROUND-WATER AREA

"-"-"- TOPOGRAPHIC DIVIDE

3-3503-01. NORTH UPPER ANAHULU EXPLORATORY

WELL AND STATE WELL NUMBER

3-3406-130 WELL AND STATE WELL NUMBER

Figure 1. Ground-water areas of north-central Oahu (modified from Hunt, in press) and wells drilled during the study, Hawaii.

2 Drilling, Construction, and Caliper-Log Data for North Upper Anahulu Exploratory Well, Oahu, Hawaii

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3·3503-01 •

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EXPLANATION

2 MILES

2 KILOMETERS

NORTH UPPER ANAHULU EXPLORATORY WELL AND STATE WELL NUMBER

TOPOGRAPHIC CONTOUR·-Interva180 feet

DITCH

Figure 2. Location of North Upper Anahulu exploratory well, Oahu, Hawaii.

Introduction 3

Acknowledgments

The USGS gratefully acknowledges the Waialua Sugar Company for their assistance in identifying and preparing the drill site. The USGS also thanks the Bernice Pauahi Bishop Estate for pennission to drill on their land.


The North Upper Anahulu exploratory well (State well number 3-3503-01) is 3.1 mi east of the town of Haleiwa on the north side of Anahulu Gulch (fig. 1). The site is located along a peripheral road of a sugarcane field (fig. 2). Well-construction data is provided in table 1 and construction details are shown in figure 3.

The North Upper Anahulu exploratory well was drilled using an air-rotary system with flush-jointed 4 l/2-in. diameter drill pipe. Drilling foam and polymer were injected into the air-circulation system to assist the removal of drill cuttings and to stabilize the hole. The elevation of the ground surface in the area of the drill site is about 670 ft above mean sea level. A 12 Ill-in. diameter hole was drilled to an elevation of 592 ft and cased with 80 ft of 8 5/8-in. outside-diameter steel cas-

ing. The annular space was grouted with cement to provide a surface seal. An 6 3/4-in. diameter tri-cone tungsten-carbide button bit was then used to drill to an elevation of -103. After the total depth was reached, a Well Reconnaissance logging unit was used to record a caliper log. The well was cased with 4 Ill-in. outsidediameter flush-jointed steel casing. Slotted, 4 Ill-in. outside-diameter steel casing was installed through the water column.

Samples of the materials expelled by the circulation system while drilling were collected every 5 ft. After a depth of 230 ft was reached, the circulation was completely absorbed by the fonnation and no sample was recovered. The geologic log (geologic descriptions of the recovered samples from drilling) is presented in table 2, and the driller's log (driller's observations while drilling) is presented in table 3. The geologic log shows that the bore penetrated about 65 ft of clay, 40 ft of weathered basalt, and 125 ft of basalt before the circulation was lost Within the adjacent gulch, numerous cores of aa lava flows of about 30 ft thickness are visible.

The caliper log (fig. 4) shows a few hole enlargements where the caliper anns extend up to about 11 in. between the elevations of 4 30 to 380 ft and -40 to -80 ft. The caliper tool has three 16-in. spring-loaded arms that

Table 1. Construction data for North Upper Anahulu exploratory well, Oahu, Hawaii [Elevation datum of mean sea level; in., inch; ft, foot; od, outside diameter]

Well name State well number Latitude and longitude Hawaii tax map key number Landowner Leaseholder Well completed Working days to complete Driller Surface hole diameter Bottom of surface casing elevation Surface casing diameter and type Final hole diameter Bottom of well elevation Open interval elevations Screened interval elevations Inner casing diameter and type Screen type Reference mark elevation (bolt) Top of casing measuring point elevation Water level and date of measurement

North Upper Anahulu exploratory well 3-3503-01 210 35'30"N,1580 Q3'25"W I

6-2-09-1 Bernice Pauahi Bishop Estate Waialua Sugar Company May5,1994 8 days Wayne Heick, USGS 121/2 in. 592ft 8 5/8-in. od steel, 0.188-in. thick wall 63/4in. -103 ft 592ft to -103 ft 17 ft above to -103 ft 4 Ill-in. od steel, flush-jointed 4 Ill-in. od steel, slots cut longitudinally, 0.25 x 3.0 in. 67052 ft 671.74 ft (top of 4.5-in. inner steel casing) 7.15 ft, February 14, 1995

4 Drilling, ConstrucUon, and Caliper-log Data for North Upper Anahulu Exploratory Well, Oahu, HawaII

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Top of casing measuring point = 671.74 feet (aluminum

well cap and bracket)

Reference mark (boH in concrete = 670.52~

4 feet by 3 feet concrete pad

SURFACE CASING: 8 sIs-inch outside diameter

steel casing, 0.188-inch thick wall

12 1/2-inch surface hole diameter

INNER CASING: 4 '/2-inch outside diameter steel casing, flush jointed

6 3/4-inch final hole diameter

Water level 7.15 feet (February 14, 1995)

SCREEN TYPE: 4 '/2-inch outside diameter perforated

steel casing, flush jointed, 0.25-lnch slot size

,- -W"W"''''''.',"m,"'''''',.'' Ground surface (finished grade)

Not to scale

- 592-foot elevation - bottom of surface casing and cement seal

- 17 -foot elevation - bottom of solid inner casing

- Mean sea level (elevation datum)

- -103-foot elevation - bottom of screen and well

Figure 3. Construction details for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii.

Drilling, Construction, and Caliper-Log Data 5

are extended when the tool is at the bottom of the hole. As the tool is raised, the logging unit records the extension of the anns as they drag against the walls of the bore. The caliper extension is an indication of hole diameter and wall smoothness, but the instrument does not measure these attributes directly. The maximum extension for the caliper tool is 32 in.

ADDITIONAL INFORMATION

The measuring point (elevation 671.74 ft) for water-level determination by measuring tape is located on tlle west-facing lock tab of the aluminum well-cap bracket affixed to the top of the 8 5/8-in. outside-diameter steel surface casing. An additional reference mark (elevation 670.52 ft) for tile well site is located on the top of a stainless steel bolt emplaced into the concrete pad surrounding the well.

Information for the 12 wells drilled during the north-central Oahu study is listed in table 4. Nine of the wells were drilled in the Waialua ground-water area, and three wells were drilled north of Anahulu Gulch in the Kawailoa ground-water area, including the North Upper Anahulu exploratory well (State well number 3-3503-01). Water-level time-series data were collected for all of the wells drilled and for numerous other existing wells as part of the overall monitoring effort for the project (unpublished data in files of the USGS, Honolulu). Data were collected using electronic data loggers coupled to shaft encoder-float systems or pressure transducers.

Table 2. Geologic log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii. [Elevation datum is mean sea level)

Depth below Elevation Sample description grade (feet) (feet) Comments

o to 15 670 to 655 Dark-red clay 15 to 20 655 to 650 Dark-red clay 25 to 30 645 to 640 Light-brown clay 30 to 35 640 to 635 Dark-brown clay 35 to 40 635 to 630 Dark-brown clay 40 to 45 630 to 625 Dark-brown clay 45 to 50 625 to 620 Dark-brown clay 50 to 55 620 to 615 Dark-brown clay 55 to 60 615 to 610 Light-orangish clay 60 to 65 610 to 605 Reddish-grey, weathered saprolite 65 to 70 605 to 600 Greyish clay or pulverized grey rock 70 to 75 600 to 595 Greyish clay or pulverized grey rock 75 to 80 595 to 590 Greyish clay or pulverized grey rock 80 to 85 590 to 585 Greyish clay or pulverized grey rock 85 to 90 585 to 580 Light-brown, weathered basalt 90 to 95 580 to 575 Light-brown, weathered basalt 95 to 100 575 to 570 Brownish-grey, slightly vesicular, weathered basalt

100 to 105 570 to 565 Brownish-grey, slightly vesicular, weathered basalt 105 to 110 565 to 560 Dark-brownish-grey, slightly vesicular basalt 125 to 130 545 to 540 Brownish-grey, massive basalt

1301 540 Brownish-grey, massive basalt 1421 528 Red-brown, vesicular, oxidized basalt 1441 526 Dark-grey, massive basalt pulverized sample 1531 517 Grey, slightly vesicular basalt 1731 497 Reddish-grey, nonvesicular basalt 1931 477 Reddish, vesicular basalt 2021 468 Reddish-grey, vesicular basalt 2121 458 Reddish-grey, vesicular basalt 2181 452 Reddish-grey, slightly vesicular basalt

2231 447 Reddish-grey, vesicular, slightly weathered basalt 2321 438 Reddish-grey, nonvesicular basalt

1 Sample bags were labeled with one depth, presumably a point sample.

6 Drilling, Construction, and caliper-Log Data for North Upper Anahulu Exploratory Well, Oahu, HawaII

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650

600

550

500

450 ....J w > W 400 ....J « W en z 350 « w ~

f2 300 w > ~ W 250 a: I-W W LL 200 Z

Z 0

~ 150

> w ....J W

100

50

0

-50

-100

-150 0 4 8

CALIPER ARM EXTENSION, IN INCHES

Figure 4. Caliper log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii.

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Additional Information 7

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REFERENCES CITED

Dale, R.H., 1978, A ground-water inventory of the Waialua basal-water body, island of Oahu, Hawaii: U.S. Geological Survey Open-File Report 78-24, 71 p.

Hunt. C.D., Jr., in press, Geohydrology of the island of Oahu, Hawaii: U.S. Geological Survey Professional Paper 1412-B.

Rosenau, J .C., Lubke, E.R., and Nakahara, R.H., 1971, Water resources of north-central Oahu, Hawaii: U.S. Geological Survey Water-Supply Paper 1899-D, 40 p.

8 Drilling, ConsbucUon, and Caliper-log Data for North Upper Anahulu Exploratory Well, Oahu, HawaII

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Table 3. Driller's log for the North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii. [Elevation datum is mean sea level]

Depth below grade Elevation Description

(feet) (feet)

Oto 31 670 to 639 Red-oxidized-brown clay, dry 31 to 53 639 to 617 Blue rock, decomposed, broken, medium-{}ry 53 to 63 617 to 607 Red oxidized rock, medium-soft, damp 63 to 79 607 to 591 Hard, blue rock 79 to 90 591 to 580 Red-brown, oxidized, medium-hard rock 90 to 106 580 to 564 Blue-gray, medium-hard rock

106 to 113 564 to 557 Red-brown rock, medium-hard, circulation lost 113 to 131 557 to 539 Very hard rock, no circulation 131 to 144 539 to 526 Red-brown, medium-soft rock, circulation returned 144 to 153 526 to 517 Blue-gray, very hard rock 153 to 173 517 to 497 Medium-hard, fractured rock, lost circulation 173 to 193 497 to 477 Red-Brown, medium-soft rock, circulation returned 193 to 213 477 to 457 Hard rock, good circulation 213 to 217 457 to 453 Medium-hard rock, fractured, lost circulation 217 to 221 453 to 449 Reddish, hard rock, circulation returned 221 to 233 449 to 437 Very hard rock, circulation lost 233 to 245 437 to 425 Reddish, medium-hard rock, circulation returned 245 to 248 425 to 422 Fractures and voids, circulation lost 248 to 265 422 to 405 Hard, broken rock, no circulation 265 to 269 405 to 401 Fractured, very soft, no circulation 269 to 273 401 to 397 Medium-soft rock, no circulation 273 to 290 397 to 380 Hard rock, some fractures, no circulation 290 to 295 380 to 375 Big void, clinkers, no circulation 295 to 312 375 to 358 Broken, fractured clinkers, no circulation 312 to 317 358 to 353 Large void, some clinkers, no circulation 317 to 329 353 to 341 Very broken, medium to soft rock, no circulation 329 to 340 341 to 330 Very hard rock, slow drilling, no circulation 340 to 369 330 to 301 Medium-soft rock, no circulation 369 to 393 301 to 277 Hard rock, no circulation 393 to 406 277 to 264 Very hard rock, slow drilling, no circulation 406 to 437 264 to 233 Medium-soft rock, no circulation 437 to 453 233 to 217 Very hard rock, slow drilling, no circulation 453 to 459 217 to 211 Void and soft clinkers, no circulation 459 to 467 211 to 203 Hard rock, slow drilling, no circulation 467 to 493 203 to 177 Medium-soft rock, no circulation 493 to 513 177 to 157 Hard rock, no circulation 513 to 527 157 to 143 Medium-soft rock, no circulation 527 to 535 143 to 135 Medium-hard rock, no circulation 535 to 565 135 to 105 Medium-soft rock, voids and clinkers, no circulation 565 to 572 105 to 98 Medium -hard rock with voids and clinkers, no circulation 572 to 601 98 to 69 Medium soft rock, voids and clinkers, 601 to 603 69 to 67 Soft, voids and clinkers, 603 to 612 67 to 58 Medium-hard rock, no circulation 612 to 617 58 to 53 Medium rock, no circulation 617 to 621 53 to 49 Hard rock, no circulation 621 to 636 49 to 34 Medium-soft rock, no circulation 636 to 641 34 to 29 Medium-hard rock, no circulation 641 to 668 29 to2 Medium-soft rock, voids and fractures, no circulation

668 to 690 2 to -20 Hard rock, no circulation

690 to 695 -20 to -25 Voids and fractures, no circulation

695 to 708 -25 to -38 Medium-hard rock, no circulation

708 to 730 -38 to-60 Medium-soft rock, no circulation 730 to 736 -60 to -66 Medium-hard rock, no circulation

736 to 753 -66 to -83 Medium-soft rock, no circulation

753 to 756 -83 to -86 Medium-hard rock, no circulation

756 to 775 -86 to -105 Medium-soft rock, no circulation

Tables 9

... Table 4. Construction data for wells drilled during the study, Oahu, Hawaii 0

'i Hawall.tate IT St&tewell Working days iD Well name latitude Longitude tax map key Landowner Well completed • number

number to complete

3-3204-01 Kaheaka exploratory well 21°32'52" 158°04'52" 6-5-01-2 Castle and Cooke March 2, 1994 16 days Land Company

3-3307-20 Thompson Comer exploratory well I 21°33'41" 158°07'02" 6-5-01-1 Castle and Cooke July 9,1993 14 days Land Company

3-3307-21 Thompson Comer exploratory well II 21°33'41" 158°07'02" 6-5-01-1 Castle and Cooke August 9,1993 15 days Land Company

3-3406-12 Twin Bridge Road deep monitor well 21°34'56" 158°06'10" 6-4-01-1 Castle and Cooke March 9, 1994 27 days Land Company

3-3406-13 Kaamooloa exploratory well 21°34'06" 158°06'36" 6-5-01-2 Castle and Cooke January 12, 1994 4 days Land Company

3-3406-14 Helemano exploratory well I 21°34'58" 158°06'21 " 6-2-07-11 Castle and Cooke October 15, 1993 11 days Land Company

3-3406-15 Helemano exploratory well II 21°34'58" 158°06'21" 6-2-07-11 Castle and Cooke November 15, 1993 15 days Land Company

3-3407-37 Kiikii exploratory well 21°34'28" 158°07'16" 6-6-23-3 Castle and Cooke April 21, 1994 27 days Land Company

3-3503-01 North Upper Anahulu exploratory well 21°35'30" 158°03 '25" 6-2-09-1 Bishop Estate May 5,1994 8 days

3-3505-25 North Lower Anahulu exploratory 21°35'45" 158°05'04" 6-2-09-1 Bishop Estate December 23, 1993 7 days well

3-3505-26 Opaeula exploratory well 21°35'11" 158°05' 14" 6-2-10-1 Bishop Estate October 4, 1993 10 days

3-3604-01 Kawailoa deep monitor well 21°36'24" 158°04'44" 6-1-05-1 Bishop Estate January 9, 1994 28 days

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Table 4. Construction data for wells drilled during the study, Oahu, Hawaii--Continued

Bottom of Surface Bottom of Open Slate well surface casing Hole well Interval number Well name casing outside diameter elevation elevations elevation diameter (Inch) (feet) (feet) (feet) (Inch)

3-3204-01 Kaheaka exploratory 643 85/8 63/4 -55 643 to -55 well

3-3307-20 Thompson Comer -65 125/8 121/4 -82 -65 to -82 exploratory well I

3-3307-21 Thompson Comer 17 85/8 77/8 -80 17 to -80 exploratory well IT

3-3406-12 Twin Bridge Road deep 9 65/8 61/4 -596 9 to -596 monitor well

3-3406-13 Kaamooloa exploratory 10 65/8 61/4 -10 10 to -10 well

3-3406-14 Helemano exploratory -51 85/8 77/8 -78.5 -72 to -78.5 well I

3-3406-15 Helemano exploratory -52 85/8 77/8 -291 -271 to -291 well II

3-3407-37 Kiikii exploratory well -115 85/8 63/4 -135 -125 to -135

3-3503-01 North Upper Anahulu 592 85/8 63/4 -103 592 to -103 exploratory well

3-3505-25 North Lower Anahulu 182 85/8 77/8 -18 182 to -18 exploratory well

3-3505-26 Opaeula exploratory well 229 65/8 61/4 -65 229 to -65

3-3604-01 Kawailoa deep monitor 190 65/8 61/4 -392 190 to -392 well

Inner casing Screened Water level

outside Interval Measuring point Height diameter elevations elevation above

(Inch) (feet) (feet) sealevel Date and time and type (feet)

41/2. 25 to -55 741.59 12.44 Jan. 27.1995 steel (top of casing) 17:20

125/8. -65 to -82 99.10 11.32 Aug 5.1993 steel (bolt) 15:51

41/2. 20 to -80 101.40 11.29 Aug. 5. 1993 PVC (top of casing) 15:51 41/2. 24 to -596 53.10 11.10 Feb. 15. 1995 steel (top of casing) 12:09

41/2. 10 to -10 42.35 11.87 Feb. 13. 1995 PVC (top of casing) 14:45 41/2. -68.5 to -78.5 13.79 10.92 Feb. 15. 1995 PVC (top of casing) 12:26 41/2. -271 to -291 14.41 11.15 Feb. 15. 1995 steel (top of casing) 12:28

41/2. -115 to -135 14.68 11.70 Feb. 13. 1995 steel (top of casing) 13:44 41/2. 17 to -103 671.74 7.15 Feb 14. 1995 steel (top of casing) 13:54 41/2. 22 to -18 234.24 4.75 Feb. 14. 1995 PVC (top of casing) 15:08 41/2. 15 to -65 288.08 10.52 Feb. 15. 1995 PVC (top of casing) 11:14 41/2. 9 to -391 309.01 4.40 Feb. 14. 1995 steel (tOE of casinS) 14:18

Oate of Hawaii <:) COMMISSION ON WATER RESOURCE MANAGEMENT / Department of Land and Natural Resources

WELL COMPLETION REPORT 3120196 WCR Fonn

(Check Appropriate Box) "Well Construction a (Permanent) Pump Installation ~: AUG 23 A 9 : 5 6 Instruc:tlons: Please print or type and submit completed report within 30 days after weB completion to the Commission on Water Resource Management, P.O. Box 621. Honolulu. Hawaii 96809. An as-built drawing of the wei and chemical analysis should also be submitted. For assistance call the Commission Regulation Branch at 587-0225. or 1-80~68-46« Extension 70225. CC':'J;f"! ;~, ;,,'1 ,,-,

1. e(.. Isl~f,~:: Ptt~".'-:;·':~ 2. Tax Map Key: «--:1-1.99-1

PART I. WELl. CONSTRUCTION REPORT

3. DrillinQ Company: ----'-=-:-.6;;;.....-.: • ......:~:;;....:;;;t!!';=.£.~~~-=-~~ ...... _r_~---4. Name of driller who performed work: --~~~,....:;;.::;....:.-tr-..II:3~-----5. Type of rig/construction: ~ 6. Date(s) Well Construction and pump tests (if any) completed: _-___ """"""'"~~ 7. GROUND ELEVATION (referenced to mean sea level, msl): fl

Well Bench Mark (descriptionllocation):Nfkz 4t'Aazh Atld Elevation(msl):1711.5~ fl 8. DRILLER'S LOG: Please attach geologic log (if aval7ab/e or if req,;;;.e(Jby permit)

Depths (ft.) Rock DeScription, Water Level, Dates, etc. Depths (ft.) Rock Description, Water Level, Dates, etc.

_to_ ~~ a6frvAecI __ to ___________ _ _ to__ _to_

(ff more space is needed. continue on baclc.) ------------

9. Total depth of well below ground: 718 ft. 10. Hole size: I;2Y%. inch dia. from (!) fl to ~~?:=:;-"'I!R'r-__ fl below ground

" ~ inch dia. from 7 po fl to 773 fl below ground _____ inch dia. from fl to fl below ground

11. Casing installed: 9" in. 1.0. x ~.In- in. wall solid section to Z? fl below ground ~ in. 1.0. x d . .AS in. wall perforated sect~ to 772' fl below ground

Casing MateriaVSlot Size: ~h #io&t~e 6, Z5iiw. WI ~ G.-!> 12. Annulus: Grouted from 7' f' ft. below ground to _...:"~ __ fl below ground

Gravel packed from @UtJZ:= fl below ground to fl below ground ,;' " .JI £0 -m( vV' L/lk,I"!i:: '/

13. Initial water level:· ·PPC.jjlf ft. below gr8tfAd. Date and time of measurement if/-(. rs- *(} 14. Initial chloride: ppm Date and time of sampling: _______ _ 15. Initial temperature: OF Date and time of measurement: ~ _____ _ 16. PUMPING TESTS: Reference Point (R.P.) used: , which elevation is ft.

(1) Step-Drawdown Test Date (2) Long-term Aquifer Test Date ___ _ Start water level ft. below R.P. Start water level _____ ft,. below R.P. End water level fl below R.P. End water level ~:--___ ft. below R.P.

17. Aquifer Pump Test Procedures data & grayhs (1/9/96 LTAT Fonn) attached? _ Yes 00 18. As-built drawings attached attached? _¥'Yes _ No 19. Other remarks/comments: (On back of this fann)

Well Drilling Conlraclct ~~~4f G-S7l.ic. No. --.~---r-~------Signature ~ Date _4~:">';_~L-Il.f_~~ ____ _

~

~'Y Uc.No. __ ~~~?-:? __________ __

Date ~tt,--~_~+-Y'-t:.~:.......;t ___ _ Surveyor (print)

Signature

Applicant (print) «tf$~~-~ Signature Date

c o PART II. (PERMANENT) PUMP INSTALLATION REPORT

20. Pump Installation Company: 21. Name of person performing work: 22. Date Pump Installation Completed: 23. PUMP INSTALLATION:

Pump Type, Make, Serial No.: Capacity: gpm Motor type, H.P., Voltage, rpm: Depth of Pump Intake Setting ft. below , which elevation is ft Depth to bottom of airline ft. below , which 4;llevation is ft Pumping Head is ' ft. Type of flow meter: whiCh measures in

24. As-built drawings attached attached? _Yes _ No 25. Other remarks/comments: (See below)

Pump Installation Contractor (print) C-57 Lie. No.

Signatur~ Date -Applicant (print)

Signature Date

8.(cont'd) DRILLER'S LOG (cont'd): Water Level Depth (ft.) Rock Description, Remarn, Water Level Depth (ft.) Rock Description, Remarks,

Dates (ft.) Dates (ft.) ____ w ________________________________________ _ to -- . -- ----------------____ w ________________________________________ _ to -- -- ------------____ w _____________________________________ ~-

____ W ____ ________ ----------------------------____ w ________________________________________ _ ___ W ____ _____ ~ ___________________________ _ _____ w ________________________________________ _ ___W ______________________________________ _ ____ w ______________________________________ _ __ __ W ________________________________________ _ ____ w ________________________________________ _ ____ w ________________ ~~---~------~---

__ __ w ___________ -y ________________________ _

• w_· ___ __________________________________ _

..

19.& 25. Remar:ks: _______________________________ _

158°06'

21°36'

o

3-3503'()1 •

·_·400 .. _-

o 158004'

o 2 MILES ~I~~I~I--~il-'I--L-~I o 1 2 KILOMETERS

EXPLANATION

NORTH UPPER ANAHULU EXPLORATORY WELL AND STATE WELL NUMBER

TOPOGRAPHIC CONTOUR--lntervaI80 feet

~ Figure 2. Location of North Upper Antulu exploratory well (3-3503-01), Oahu, Hawaii.

o Acknowledgments

The USGS gratefully ac~owledges the Waialua Sugar Company for their assistance in identifying and preparing the drill site. The USGS also thanks the Bernice Pauahi Bishop Estate for pennission to drill on their land.


The North Upper Anahulu exploratory well (State well number 3-3503-01) is 3.1 mi east of the town of Haleiwa on the north side of Anahulu Gulch (fig. 1). The site is located along a peripheral road of a sugarcane field (fig. 2). Well-construction data is provided in table 1 and construction details are shown in figure 3.

The North Upper Anahulu exploratory well was drilled using an air-rotary system with flush-jointed 4 l/2-in diameter drill pipe. Drilling foam and polymer were injected into the air-circulation system to assist the removal of drill cuttings and to stabilize the hole. The elevation of the ground surface in the area of the drill site is about 670 ft above mean sea level. A 12 l/2-in. diameter hole was drilled to an elevation of 592 ft and cased with 80 ft of 8 5/8-in outside-<liameter steel cas-

o ing. The aIlllUlar space was grouted with cement to provide a surface seal. An 6 3/4-in. diameter tri-cone tungsten-carbide button bit was then used to drill to an elevation of -103. After the total depth was reached, a Well Reconnaissance logging unit was used to record a caliper log. The well was cased with 4 l/2-in. outsidediameter flush-jointed steel casing. Slotted, 4 l/2-in. outside-diameter steel casing was installed through the water column.

Samples of the materials expelled by the circulation system while drilling were collected every 5 ft. After a depth of 230 ft was reached, the circulation was completely absorbed by the fonnation and no sample was recovered. The geologic log (geologic descriptions of the recovered samples from drilling) is presented in table 2, and the driller's log (driller's observations while drilling) is presented in table 3. The geologic log shows that the bore penetrated about 65 ft of clay, 40 ft of weathered basalt, and 125 ft of basalt before the circulation was lost Within the adjacent gulch, numerous cores of aa lava flows of about 30 ft thickness are visible.

The caliper log (fig. 4) shows a few hole enlargements where the caliper anns extend up to about 11 in. between the elevations of 430 to 380 ft and -40 to -80 ft.

Table 1. Construction data for North Upper Anahulu exploratory well, Oahu, Hawaii [Elevation datum of mean sea level; in., inch; ft, foot; oil, outside diameter]

Well name State well number Latitude and longitude Hawaii tax map key number Landowner Leaseholder Well completed Working days to complete Dri11er Surface hole diameter Bottom of surface casing elevation Surface casing diameter and type Final hole diameter Bottom of well elevation Open interval elevations Screened interval elevations Inner casing diameter and type Screen type Reference mark elevation (bolt) Top of casing measuring point elevation Water level and date of measurement

North Upper Anahulu exploratory well 3-3503-01 21°35'30"N,158°03'25"W 6-2-09-1 Bernice Pauahi Bishop Estate Waialua Sugar Company May5,1994 8 days Wayne Heick, USGS 121/2 in. 592ft 8 5/8-in. od sted, 0.188-in. thick wall 63/4in. -103ft 592ft to -103 ft 17 ft above to -103 ft 4 Itl-in. od steel, flush-jointed 4 Itl-in. od steel, slots cut longitudinally, 0.25 x 3.0 in. 67052ft 671.74 ft (top of 4.5-in. inner steel casing) 7.15 ft, February 14, 1995

4 Drilling, Construction, and Caliper-log Data for North Upper Anahulu Exploratory Well, Oahu, HawaII

o 0

Reference mark (bolt In concrete = 670.52 feet)

~~~~~I1i,M-:i ...

SURFACE CASING: 8 sIs-inch outer diameter

steel casing, 0.188-inch thick wall

12'/2-inch surface hole diameter

INNER CASING: 4 '/2-inch outer diameter steel casing, flush jointed

6 3/4-inch final hole diameter

Water level 7.15 feet (February 14, 1995)

INNER CASING: 4 '/2-inch outer diameter perfora

steel casing, flush jointed, 0.25-inch slot size

.,

Top of casing measuring point = 671.74 feet (aluminum

well cap and bracket)

4 feet by 3 feet concrete pad

"' .. ...m~..",~' .mt\,~qr.,~, Ground surface (finished grade)

- 592 feet - bottom of surface casing and cement seal

- 17 feet - bottom of solid inner casing

- Mean sea level (datum)

- -103 feet - bottom of screen and well

Not to scale

Figure 3. Construction details for North Upper Anahulu exploratory well (State well number 3-3503-01). Oahu. Hawaii.

o o The caliper tool has three 16-in. spring-loaded anns that are extended when the tool is at the bottom of the hole. As the tool is raised, the logging unit records the extension of the anns as they drag against the walls of the bore. The caliper extension is an indication of hole diameter and wall smoothness, but the instrument does not measure these attributes directly. The maximum extension for the caliper tool is 32 ilL

top of a stainless steel bolt emplaced into the concrete pad surrounding the well.

ADDITIONAL INFORMATION

The measuring point (elevation 671.74 ft) for water-level determination by measuring tape is located on the west-facing lock tab of the aluminum well-cap bracket affixed to the top of the 8 5/8-in. outside-diameter steel surface casing. An additional reference mark (elevation 670.52 ft) for the well site is located on the

Information for the 12 wells drilled during the north-central Oahu study is listed in table 4. Nine of the wells were drilled in the Waialua ground-water area, and three wells were drilled north of Anahulu Gulch in the Kawailoa ground-water area, including the North Upper Anahulu exploratory well (State well number 3-3503-01). Water-level time-series data were collected for all of the wells drilled and for numerous other existing wells as part of the overall monitoring effort for the

Table 2. Geologic log for the North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii. [Elevation datum is mean sea levell

Depth below Elevation grade (feet) (feet) Comments Sample description

o to 15 670 to 655 Dark-red clay 15 to 20 655 to 650 Dm-red clay 25 to 30 645 to 640 Light-brown clay 30 to 35 640 to 635 Dm-brown clay 35 to 40 635 to 630 Dm-brown clay 40 to 45 630 to 625 Dm-brown clay 45 to 50 625 to 620 Dark-brown clay 50 to 55 620 to 615 Dark-brown clay 55 to 60 615 to 610 Light-orangish clay 60 to 65 610 to 605 Reddish-grey, weathered saprolite 65 to 70 605 to 600 Greyish clay or pulverized grey rock 70 to 75 600 to 595 Greyish clay or pulverized grey rock 75 to 80 595 to 590 Greyish clay or pulverized grey rock 80 to 85 590 to 585 Greyish clay or pulverized grey rock 85 to 90 585 to 580 Light-brown, weathered basalt 90 to 95 580 to 575 Light-brown, weathered basalt 95 to 100 575 to 570 Brownish-grey, slightly vesicular, weathered basalt

100 to 105 570 to 565 Brownish-grey, slightly vesicular, weathered basalt 105 to 110 565 to 560 Dark-brownish-grey, slightly vesicular basalt 125 to 130 545 to 540 Brownish-grey, massive basalt

1301 540 Brownish-grey, massive basalt 1421 528 Red-brown, vesicular, oxidized basalt 1441 526 Dm-grey, massive basalt pulverized sample 1531 517 Grey, slightly vesicular basalt 1731 497 Reddish-grey, nonvesicular basalt 1931 477 Reddish, vesicular basalt 2021 468 Reddish-grey, vesicular basalt 2121 458 Reddish-grey, vesicular basalt 2181 452 Reddish-grey, slightly vesicular basalt 2231 447 Reddish-grey, vesicular, slightly weathered basalt 2321 438 Reddish-grey, nonvesicular basalt

1 Sample bags were labeled with one depth, presumably a point sample.

6 Drilling, Construction, and Caliper-Log Data for North Upper Anahulu Exploratory Well, Oahu, HawaII

o o ~~~

Table 3. Driller's log for the North Upper Anahulu exploratory well (3-3503-01), Oahu, Hawaii. [Elevation datum is mean sea level] -\

Depth below ElevaUon grade (feet) (feet)

o to 31 670 to 639 31 to 53 639 to 617 53 to 63 617 to 607 63 to 79 607 to 591 79 to 90 591 to 580 90 to 106 580 to 564

106 to 113 564 to 557 113 to 131 557 to 539 131 to 144 539 to 526 144 to 153 526 to 517 153 to 173 517 to 497 173 to 193 497 to 477 193 to 213 477 to 457 213 to 217 457 to 453 217 to 221 453 to 449 221 to 233 449 to 437 233 to 245 437 to 425 245 to 248 425 to 422 248 to 265 422 to 405 265 to 269 405 to 401 269 to 273 401 to 397 273 to 290 397 to 380 290 to 295 380 to 375 295 to 312 375 to 358 312 to 317 358 to 353 317 to 329 353 to 341 329 to 340 341 to 330 340 to 369 330 to 301 369 to 393 301 to 277 393 to 406 277 to 264 406 to 437 264 to 233 437 to 453 233 to 217 453 to 459 217 to 211 459 to 467 211 to 203 467 to 493 203 to 177 493 to 513 177 to 157 513 to 527 157 to 143 527 to 535 535 to 565 565 to 572 572 to 601 601 to 603 603 to 612 612 to 617 617 to 621 621 to 636 636 to 641 641 to 668 668 to 690 690 to 695 695 to 708 708 to 730 730 to 736 736 to 753 753 to 756 756 to 775

143 to 135 135 to 105 105 to 98 98 to 69 69 to 67 67 to 58 58 to 53 53 to 49 49 to 34 34 to 29 29 to 2

2 to -20 -20 to -25 -25 to -38 -38 to-60 -60 to -66 -66 to-83 -83 to -86 -86 to -105

DescripUon

Red-oxidized-brown clay, dry Blue rock, decomposed, broken, medium-dry Red oxidized rock, medium-soft, damp Hard, blue rock Red-brown, oxidized, medium-hard rock Blue-gray, medium-hard rock Red-brown rock, medium-hard, circulation lost Very hard rock, no circulation Red-brown, medium-soft rock, circulation returned Blue-gray, very hard rock Medium-hard, fractured rock,lost circulation Red-Brown, medium-soft rock, circulation returned Hard rock, good circulation Medium-hard rock, fractured, lost circulation Reddish, hard rock, circulation returned Very hard rock, circulation lost Reddish, medium-hard rock, circulation returned Fractures and voids, circulation lost Hard, broken rock, no circulation Fractured, very soft, no circulation Medium-soft rock, no circulation Hard rock, some fractures, no circulation Big void, clinkers, no circulation Broken, fractured clinkers, no circulation Large void, some clinkers, no circulation Very broken, medium to soft rock, no circulation Very hard rock, slow drilling, no circulation Medium-soft rock, no circulation Hard rock, no circulation Very hard rock, slow drilling, no circulation Medium-soft rock, no circulation Very hard rock, slow drilling, no circulation Void and soft clinkers, no circulation Hard rock, slow drilling, no circulation Medium-soft rock, no circulation Hard rock, no circulation Medium-soft rock, no circulation Medium-hard rock, no circulation Medium-soft rock, voids and clinkers, no circulation Medium -hard rock with voids and clinkers, no circulation Medium soft rock, voids and clinkers, Soft, voids and clinkers, Medium-hard rock, no circulation Medium rock, no circulation Hard rock, no circulation Medium -soft rock, no circulation Medium-hard rock, no circulation Medium-soft rock, voids and fractures, no circulation Hard rock, no circulation Voids and fractures, no circulation Medium-hard rock, no circulation Medium-soft rock, no circulation Medium-hard rock, no circulation Medium-soft rock, no circulation Medium-hard rock, no circulation Medium-soft rock, no circulation

Tables 9

o o 700

650

600

550

500

450 -I w > w

400 -I

« W en Z 350 « w ::i:

~ 300 w > ~ w 250 a: ttl w u.. 200 Z

Z 0

~ 150 > w -I W

100

50

0

-50

-100

-150 0 12 14

CALIPER ARM EXTENSION, IN INCHES

Figure 4. Caliper log for North Upper Anahulu exploratory well (State well number 3-3503-01), Oahu, Hawaii.

16

. Well Construction & Pumso 111atlon Permit APplicati0t) ·ex August 22.19M

Island of HAW AU

Wen No. Well Ham. Applicant

• &0»" ... 91ecof. I ..... I:I.S. Geelell .. SUM), 8-0437-01 Walohlnu ExpI. U.S. Geological Survey 8-3155-01 Kealakekua ObI. U.S. GeoI0gIcaI Survey 1-3207-04 0IaHM. \new U.S. GeoIogicII Survey 8-3255-01 Kainalu 0bseIv U.S. GeoI0gIcaI Survey .~. W.,....T."'" 1:1.6. GeoIcJgieaI Sene,

1-3157-02 KabObs. U.S. GeoI0gIcaI Survey • 14781. KeleleM .... I:I.S. Geele", SUf\'8)' •• ta2I It ~aul.M._ U.S. Geelelleal S .. Ne)'

&e240-01 WUneaObs. U.S. GeoI0gIcaI Survey 1-7345-03 Kohala ExpI. A U.S. GeoIogicII Survey 1-7347-03 HalaulaMabi U.S. GeoIogicII Survey .. 7 ....... KohIIa ExpI. F U.S. Geological Survey

"·"O\C~·Q\ ~"u~Cll.d~ ~ • .. 2..0023-01 Pukaki R .. Moll U.S. GeoI0gIcaI Survey 2-0124-01 NEKiohana U.S. GeoIogUI Survey 2-0126-01 tIN KIohanl U.s. GeoI0gIcaI Survey 2-5828-01 Pualwkui-USGS U.S. GeoI0gIcaI Survey

-MMet Puell:I6G6 Mon. 1:I.6.8eoIegIcel61i1we, • 25J211t Ka .... .,. USGS U.S. G ..... ieaI S .. MI)'

2-5823-01 Hanamluiu 1Z U.S. GeoI0gIcaI Survey

'1- I:WL\ -0 \ ~l.\~1A:. ~Ul" .. .. 3-1747-04 \Valalae MonIor U.S. GeoI0gIcaI Survey 3-2400-07 WalcekHJSGS Ob U.S. GeoI0gIcaI Survey 3-3304-01 KaheaU Observe U.S. GeoI0gIcaI Survey 3-3307-20 1bomp Com Test U.S. Geological Survey 3-3307-21 1bomp Com ObI U.S.~ISurvey ~12 Twin Brdg Deep U.S. GecIogiotI Survey ~13 KarnooIoII 0bIerv U.S. GeoI0gIcaI Survey ~14 Helemlno <:apr 1 U.S. GeoI0gIcaI Survey ~15 Helemlno <:apr 2 U.S. GeoI0gIcaI Survey

• 31U.084 PuuldGap'" U.S. G.elelleal SuNe)' • 31M8N15 KtlIaka Be)' Gap, 1:1.8. Ge_gl .. SIIIW)' • 3a48., ... KiN Gap Men. 1:1.8. GeoleglllllSuIW)'

3-3407-37 KIIkI CIp MonZ U.S. GeoI0gIcaI Survey W!5C)341 N Upper AnlIIuIu U.S. GeoI0gIcaI Survey .~ S I;IpperAnahalll U.S. SeofogIceI SuI 'ftl

3-3505-25 AMhuIu GuIcIt U.S. GeoI0gIcaI Survey 3-3505-21 OpaeulaObi U.S. GeoIoglcll Survey

• 545811t5 PI .... KelB •• ,I 1:1.8. e.eleglellStlMy ....... HlfeIwlGtllN" U.8. GIIIIIIIIII8uMy • 3«5811t'1 ... 1eIw1 eapr I U.8. eeologlcll Sulwer • HS8ItI

i:ower epa._ 4 U.8. Geelllglcll8uNey • NS8ItI ~wer9pae_1 1:1.8. GelllotliealSuIW)' .103501.20 Pallal KaI c.,t u.s. G •• Ie ..... 6tIMt)' • a 318124 Pealee KaI C.,2 U.S. G •• Ie ..... S .. wev

3-3604-01 Kawlilol Deep U.S. GeoI0gIcaI Survey

Type

,.tlEY: WEll OBS WEll WELL WElL OBS \Is.&. ~ OBS WELL well well

WELL WELL well WELL WElL "J&Y. WEll

WELL WELL WELL WELL well well well WELL well WElL M:I::l: VS:L WEll well WElL WELL WELL VaL MiI4 ¥S:L va.I. MY: M:I::l: ~ WELL

Rcvd Accept Issued WCR mgd Use

al2MM &18184 obi 3128194 818194 obi 1213190 1/11191 oIh 513194 8/15194 oIh

1213190 1/11191 obi 5131t4 6'15/94 oIh

1213190 1111191 obi alaW4 8#8#94 ..,. alaW4 8#8184 .... 1213190 1/11191 obi 2116181 2116181 5I11H 8111'1M) 0Ih 2116181 2116188 5I11H 811190 0Ih 2116181 2116181 512189 0Ih

121UW5 1211819S 1128198 obi 3114195 3131195 oIh 3114195 3131195 0Ih 318195 3117195 obi 81MS 81tiY95 obi 318181 3111195 obi

3114195 3131195 oIh

5124198 5128198 814198 oIh 8115181 8121191 oM 8110193 81251'93 oM 3112J93 5111193 oM 3112J93 4126193 oM 8110193 81251'93 mon 8110193 81251'93 oM 8110193 81251'93 mon 8110193 81251'93 mon 8Itcwa 8Ii5I8S mon 8I11Wa 8I26IDa I'Mft 8ItlWa 8125183 mon 8110193 8125193 mon 8110193 8125193 mon IIf8r93 8li5IN I'Mft 5113183 8151'93 oM 5113193 8151'93 oM IIt_ 8t25f11S obi MMI IriMIN fRllA

lit .. 812S19S MOIl

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uo-(t.:. L\t.1E:.O alA1. \J~ \ilE:f...f:.

f~tA\-{-"(tD • ~U:1. u61E:.L 't>t .. H .. U::O •

• - ~."lt.E:.\...U::o ,to.\ ~o....Af'Uc.. Dht .. ..)0

""\ .. ~ O~ o~ ~OA.... \I\-..f'.

page no. 1

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

STATE OF HAWAII

u.s. GEOLOGICAL SURVEY WATER RESOURCES DIVISION

HONOLULU, HAWAII

SfP 5 1995

IRECEIVED

DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P. O. BOX 621

HONOLULU, HAWAII 96809

WELL CONSTRUCTION PERMIT

for

Northern Upper Anahulu Gulch Monitor Well Well No. 3503-02. Waialua. Oahu

TO: Mr. William Meyer United States Geological Survey Water Resource Division 677 Ala Moana Blvd., Suite 415 Honolulu, HI 96813

MICHAEL D. WILSON CHAIRPERSON

ROBERT G. GIRALD DAVID A. NOBRIGA

LAWRENCE H. MilKE RICHARD H. COX

RAE M. LOUI, P.E. DEPUTY

In accordance with Hawaii Administrative Rules § 13-168, Water Use, Wells, and Stream Diversion Works, and the February 15, 1989 Commission action authorizing Chairperson discretion, your application to construct a 6-inch diameter, 720 ft. deep monitor well, at Tax Map Key: 6-2-009-001, is approved subject to the following conditions:

1. The Commission on Water Resource Management (Commission), P.O. Box 621, Honolulu, HI 96809, shall be notified in writing, before any work covered by this permit commences.

2. The applicant shall comply with all applicable laws, rules, and ordinances.

3. The well shall be used for ground water quality monitoring, sampling, and testing only.

4. The following shall be submitted to the Commission within 30 days after completion of the well:

a. Well Completion Report (form enclosed). b. As-built sectional drawing of the well. c. Plot plan and map showing the exact location of the well. d. Periodic reports of monitoring and testing results.


WELL CONSTRUCTION PERMIT Well No. 3503-02

Page 2

6. This permit may be revoked if work is not started within six (6) months of the date of issuance or if work is suspended or abandoned for six (6) months. 'Ihe work proposed in the permit application shall be completed within two (2) years from the date of permit approval.

7. Upon completion of monitoring operations, the applicant shall obtain a well construction permit to seal the well with cement grout in a manner approved by the Commission.

Commission on Water Resource Management AUG 3! 1995

Date of Issuance

I have read the conditions and terms of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed.

Applicant's Signature: __ ~~~iE:I.e::!::::::...-L...L.....L~~'I-__ Date: 9& ~-PrintedName: ____ ~~~~~ _ _L~~~~-------------

Firm or Title: _____ """"""'1<..:..-;.5"""""-6-=3"--________________ _

and return one copy of this permit to the Commission and retain a copy for your

Enc. (Well Completion Report form) c: Department of Health

Safe Drinking Water Branch Solid and Hazardous Waste Branch Ground Water Protection Program

Honolulu Board of Water Supply Kamehameha Schools/Bishop Estate

....

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

u.s. GEOLOGICAL SURVEY WATER RESOURCES DIVISION

HONOLULU, HAWAII

.<;FP 5 1995

JRECEIVED

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P. O. BOX 621

HONOLULU, HAWAII 96809

WELL cONsmucnoN PERMIT

for

Southern Upper Anahulu Gulch Monitor Well Well No. 3503-02. Waialua. Oahu


MICHAEL D. WILSON CHAIRPERSON

ROBERT G. GIRALD DAVID A. NOBRIGA

LAWRENCE H. MilKE RICHARD H. COX

RAE M. LOUI, P.E. DEPUTY




3. The well shall be used for ground water quality monitoring, sampling, and testing only.




, .

WELL CONSTRUCTION PERMIT Well No. 3503-02

Page 2

6. nus pennit may be revoked if work is not started within six (6) months of the date of issuance or if work is suspended or abandoned for six (6) months. The work proposed in the pennit application shall be completed within two (2) years from the date of pennit approval.

7. Upon completion of monitoring operations, the applicant shall obtain a well construction pennit to seal the well with cement grout in a manner approved by the Commission.

~J{Id CHAEL D. WILSON, C arrperson Commission on Water Resource Management

3 I 1995

Date of Issuance

I have read the conditions and terms of this pennit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed.

Applicant's Signature: __ .... b::....~-=:;..&...:/.:..£/t"'"':+--wc:a::lo:· :IIii:Ior:::~,d..L4."""'''5IJ'''--'jIIi~_-Printed Name: ____ """4"~"'~/.;..:.~.:..., dkke=~ro::.----,,/J4~~.,.':/~e:;....!L,-=-___________ _

~

Date: 94~..J---

Firm or Title: _____ --lI:U~S=6-~2 _______________ _

,:Please $gIl and return one copy of this permit to the Commission and retain a copy for your ~recom.~?




... -

o () ....

~

BENJAMIN J. CAYETANO IIO'IIUItOR OF !lAWAI

MICHAEL D. WIlSON CtWN'EAION


COMMISSION ON WATER RESOURCE MANAGEMENT P.O. lOX 821

HONOlUlU. HAWAII 98809



for

A08EAT 0. OIRAlD DAVID A. N08AIOA

LAWRENCE H. MIlKE RICHARD H. COX

RAE M. lOUI. P.E. DEPIITY




3. The well shall be used for ground water quality monitoring, sampling, and te$ting only.


a. Well Completion Report (fonn enclosed). b. As-built sectional drawing of the well. c. Plot plan and map showing the exact location of the well. d. Periodic reports of monitoring and testing results.


--------------------------------------"--•.. ..- "M!tOIWA M ~ f

o ~LLCONSffiucnONPERMIT Well No. 3503-02

o Page 2

6. nus permit may be revoked if work is not started within six (6) months of the date of issuance or if work is suspended or abandoned for six (6) months. The work proposed in the permit application shall be completed within two (2) years from the date of permit approval.


Commission on Water Resource Management AUG 3 I !995

Date of Issuance

I have read the conditions and tenns of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed.

Applicant's Signature: ____________ _ Date: _____ _

Printed Name: _____________________________________________ ___

Finn or Title: ------------------------------------------------------Please sign and rerum one copy of this permit to the Commission and retain a copy for your record.

Ene. (Well Completion Report form) c: Department of Health



~ ~ BENJAMIN J. CAYETANO

IIOWAHOII OF HAWAI

o o


COMMISSION ON WATER RESOURCE MANAGEMENT P.O.80X621

HONOlUlU. HAWAII 96809


for

Southern Upper Anahulu Gulch Monitor Well Well No. 3503-02. Waialua. Oahu

TO: Mr. William Meyer United States Geological Swvey Water Resource Division 677 Ala Moana Blvd., Suite 415 Honolulu, HI 96813

MICHAEL D. WILSON 0WAPERIClN

A06ERT G. GIRALO DAVID A. NOBRIGA

LAWRENCE H. MlIICE RICHARD H. COX

RAE M. lOU!. P.E. DEPIITY




3. The well shall be used for ground water quality monitoring, sampling, anc;l t~sting . only. c···




_______________________________________ --IIl-II!.'~~ '" _ I l1li111<1 'liZ

o .. WELL CONSTRUCTION PERMIT Well No. 3503-02

o Page 2

6. This permit may be revoked if work is not started within six (6) months of the date of issuance or if work is suspended or abandoned for six (6) months. The work proposed in the permit application shall be completed within two (2) years from the date of pennit approval.


Date of Issuance

I have read the conditions and terms of this permit and understand them. r accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed.

Applicant's Signature: _____________ _ Date: _____ _

Printed Name: ___________________________ _

FmnorTirle: ____________________ ~ _______ _

- - - -0- --___ ------ ........... - --- •••• ~ ....... .

Please sign·8I1d-n!tum one ropy of this permit to the Commission and retain a copy for your record.




JOHNWAIHEE GOveRNOR OF HAWAII

o Q

KEITH W. AHUE CHAIRPERSON

JOHN C. LEWIN. M.D. ROBERT S. NAKATA


COMMISSION ON WATER RESOURCE MANAGEMENT

J. DOUGLAS ING. ESQ. RICHARD H. COX, P.E.

Mr. William Meyer United States Geological Survey 677 Ala Moana Blvrl., Suite 415 Honolulu, HI 96813'

Dear Mr. Meyer:

P.O. BOX 621

HONOLULU. HAWAII1I600ll

SEP 17 1993

Assigrunent of Well Numbers Waialua Ground Water Management Area. Oahu

We have assigned the following well numbers to your recently permitted wells at Waialua, Oahu:

I. 2. 3. 4. 5. 6. 7. 8. 9. 10. II. 12. 13. 14. 15. 16. 17. 18. 19.

WELL NAME

Twin Bridge Road Deep Monitor Puuiki Caprock Kamooloa Observation Helemano Caprock Monitor Well 1 Helemano Caprock Monitor Well 2 Kaheaka Observation Kaiaka Bay Caprock Kiikii Caprock Monitor Well 1 Kiikii Caprock Monitor Well 2 Paalaa Kai Deep Observation Northern Upper Anahulu Gulch Monitor Southern Upper Anahulu Gulch Monitor Haleiwa Caprock Well 1 Haleiwa Caorock Well 2 Lower Opaeula Monitor Well 1 Lower Opaeula Monitor Well 2 Kawailoa Deep Observation Paalaa Kai Caprock Monitor Well 1 Paalaa Kai Caprock Monitor Well 2

WELL NUMBER

3406-12 3407-34 3406-13 3406-14 3406-15 3304-01 3407-35 3407-36 3407-37 3506-15 3503-01 3503-02 3506-16 3506-17 3506-18 3506-19 3604-01 3506-20 3506-21

Please let us know if there are any changes in location, design, etc. of tlle proposed wells. If you have any questions, please contact Ed Sakoda at 587-0225.

Sincerely,

~(~~ M. LOUI eputy Director

GUY K. FUJIMURA .1

RAE M. LOUI, P.E.

DEPUTY

"'" - Q

JOHN WAIHEE

GOVERNOR OF HAWAII

REF:WRM-KO

Mr. William Meyer


COMMISSION ON WATER RESOURCE MANAGEMENT

P. O. BOX 621

HONOLULU. HAWAII 96809

AUG 25 1993

United States Geological Survey 677 Ala Moana Blvd. Suite 415 Honolulu, HI 96813

Dear Mr. Meyer:

Applications for Well Construction Permits Waialua. Oahu

KEITH W. AHUE CHAIRPERSON

JOHN C. LEWIN. M.D. ROBERT S. NAKATA

RICHARD H. COX. P.E. GUY K. FUJIMURA

J. DOUGLAS ING. ESQ.

RAE M. LOUI. P.E. DEPUTY

We have received your applications for well construction permits for the following nineteen (19) monitor wells:

v' 1. v 2.

0/ 3. "4. / 5.

6. 7. 8. 9.

, 10. 11. 12. 13. 14. 15. 16. 17. 18. 19.

Twin Bridge Road Deep Monitor (3'10t -/2) Puuiki Caprock '(3,/07 - j if) Ka.mooloa Observation (-31/06 -/3) Helemano Caprock Monitor WeIll (g'lot-Il/-) Helemano Caprock Monitor Well 2 (~tl06 -/~-) Kahe~ka Observation (g 30 ¥ - C) I )

Kaiaka Bay Caprock (~'f07-35) Kiikii Caprock Monitor WeIll (P11)7- Jt.) Kiikii Caprock Monitor Well 2 (3'107-,]7) Pa'alaa Kai Deep Observation (3~06 -15) Northern Upper Anahulu Gulch Monitor (3S'o3- 0J)

Southern Upper Anahulu Gulch Monitor (~>o3-0l-) Haleiwa Caprock WeIll (3~06- u) llaleiwa Caprock Well 2 (3 506 - /7) Lower Opaeula Monitor WeIll ('35Vt-19) Lower Opaeula Monitor Well 2 (3s-0 6- 19) Kavvailoa Deep Observation (360"1- ()/) Paalaa Kai Caprock Monitor WeIll ( 3~06 - 20) Paalaa Kai Caprock Monitor Well 2 ('3~O(- 21)

....

Mr. William Meyer Page 2

o AUG 25 1993

These applications for well construction pennits are hereby approved for exploratory and monitoring purposes only and subject to the standard well construction conditions attached. If necessary, we will be assigning them State Well Nos. and will notify you as soon as possible.

If you have any questions, please contact Ms. Rae M. Loui, Deputy Director, at 587-0214.

Very truly yours,

o STANDARD WELL CONSTRUCTION PERMIT CONDITIONS

1. The Commission shall be notified before work commences.

2. The well construction permit shall be for construction, testing, and monitoring purposes only. If required, the applicant shall coordinate with the Commission and conduct a pumping' test in accord~nce with the protocol established by the Commission. A means to accurately measure water levels, acceptable to the Commission, shall also be provided. The applicant shall submit to the Commission the test results and propo~ed permanent pump information, based on the test, for approval by the Chairperson. No permanent pump may be installed and no water used from the well without the Chairperson's approval.

3. The proposed use shall not adversely affect existing or future legal uses of water in the area, inpluding any surface water or established instream flow standards. This permit or the authorization to construct and pump water from a well shall not constitute a determination of correlative water rights. The permittee is notified and by this provision understands that the quantity of water taken from the well could be reduced by the Commission in the future. This permit is not a commitment for future pump capacity.


5. If water is withdrawn from the monitor wells, the applicant shall provide and maintain an approved meter or other appropriate device or means for measuring and reporting total water usage. Any Water usage shall be measured on a monthly basis and reported to the Commission.

6. The well construction permit may be revoked if work is not started within six (6) months of the date of issuance or if work is suspended or abandoned for six months. The work proposed in the well construction permit application shall be completed within two years from the date of permit approval.

7. The following shall be submitted to the Commission within thirty (30) days after completion of work:

a. Well completion report. b. Elevations of well (referenced to mean sea level,

msl) survey by a Hawaii-licensed surveyor. c. As-built sectional drawing of the well. d. Plot plan and map showing the exact location of the

well. e. Complete pumping test records, including time,

pumping rate, drawdown, chloride content, and other water quality data.

't

o o COMMISSIPN ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources Division of Water Resource Management

APPLICATION FOR: ~ Well Construction or 0 Pump Installation PERMIT

Instructions:' Please print or type and send completed application with attachments to the Dlv. 01 Water Resource Management, P.O, Box 373, Honolulu. HawaII 96809, Appllcatlon must be accompanied by a non-refundable filing fee 01 $25,00 payable to the Dept. 01 Land and Natural Resources, (Filing lee waived for govemment agencies,) If necessary. phone 548-7643. Hydrology/Geology Section for asslstanco, .......... _ ...... - --_.'_._ ... _--_. __ .- -... -,--.- ... , .......... ---~

1, WELL LOCATION/NAME: Southern Upper Anahulu Gulch Monitor Well Island o.,~?,~.,._ ... _, __ _

Address Waialua Sugar Pla~:tat19n. ne5l,r"Anahulu Gulch Tax Map Key 6-2-10-01 (Mach a USGS map. scale 1".2000'. and a property tax map showing well location referenced to established property boundaries,)

2. (a) WELL OWNER:

Firm Name U. S 0 Geological Survey Contact Person William Meyer

Address 677 Ala Moana Blvd. Suite 415

~::~JoIonolulu, Hi.96816 Ph· (808)54]-2655

3. PROPOSED CONTRACTOR:

(b) LANDOWNER:

Firm Name Kamehameha Schools/Bishop Estate

Contact Person-SyaneyWiCiK. KelUpuleole AddressP.O. Box 3466, Honolulu, Hawaii

96801-3466 Ph' (808) 523-6200

Name U. S. Geological Survey Contractor's Ucense No. ________ _

Addross 677 Ala Moana Blvd. Suite 415, Honolulu. Hi. 96816

4. PROPOSED WORK: 1ItDrili New Well o Deepen o Redrill

o Alter o Seal o Abandon

o Instal! New Pump 0 Replace Pump 0 Modify PI)mp

(Brlofly describe the proposed work and fill In the diagram on the back of this form.)

5. PROPOSED USE: 0 Municipal (Including hotels, stores, etc.) o Military

o Domestic (Individual, noncommercial water sys.) o Industrial

Ph· (808) 541-2655

o Irrlgat/on (specify) ~ Other (specify) MOOi tor Well

f), PROPOSED AMOUNT OF WITHDRAWAL:

7, PROPOSED PUMP INFORMATION:

Pump Type:

o Vertical Turbine

o Submersible

Motor:

o Diesel

OGas

gallons per day

Rated Pump Capacity:

Gallons per minute ___ _

o Centrifugal o Electric, at a rated horsepower of __ _

Na,~,QM_~.~'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''--''-----~

Well Own er (print) --U.W~i1=.,l=.,i~awml...'~M.lo=..eY;t..J.e ..... r~ ____ _

Signature _~~tt.~e:::.'£.:."/ .I~/.~".:"~;jI.!:::!:"~--=-L~L...!:.~:jf..k~=-Date ___ --.6 ..... 1...;"2..;;..;...1 .;../"1..-...,,:;~ ______ _

Signatu r:1f~~il8tiIlellar..SC~O'htfir.-f'-;-Bi:1S'hc~-Es>tate Date Manager, Region II

.......... _ .. - ..... ,,-_...:..._----------------------------------For Official Use Only:

Field Chocked 8y _____ _ Oate _________ _

Latitude. _____ _

Longitude, _____ _ Hydrologic Unit .

State Well No. 3~03 -02 .

c o

o o

Briefly describe the proposed work:

We are proposing to drill a monitor well at high elevation to monitor water

levels in the interior of Waialua Aquifer. We are also interested in the head

differenhes across Anahulu Gulch, which separates the Waialua Aquifer from the

Kawailoa Aquifer.

PROPOSED SECTION OF WELL

Elevation at top of casing:

b ttn ft" msl.

Ground Elevation: ~S 5 ft"msl* !-.

J, ;

';". ,', .. .. ' :'"' .., ... '. '" " Surface Cement Grout: \'5(;:) ft, .. '. '. " ". Solid Casing: " (- ',} . .:" !' , . .' !: Material ~~tn... " :-0 " '- "

Surface ,. :/. Length )5y ft. ;:: :\.

Hole Diameter: 1'2. in, " ';,' Diameter e" in. ,', . ~., ',', :; . . ' 0,' , .. Wall thickness ·\a~ in. .. ;~. .:.: ' .. ,',

Inner .~. ", .. Total Depth: 'b~ ft. 0:". ' .. Casing: l3--Perforated o Screen "

~f.;. "

.,' ~~ Material §Tq.\.... .. - , . .. '

Rock Packing: ~ ft. Length ~to"5 ~\D ,~~ ft.

Diameter ~ in. Depth to "Tater ~RS i'i-, I I Wall thickness ;zS in.

I J Openings

I I .- Aquifer Length Diameter

*Approximate elevation at time of filing application. Final elevation (msl) by a surveyor licensed by the State must be submitted at start of construction.

sq. inJL.F.

Bore 'C)~'

7-r/~ " in.

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f' ;. .....

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o o

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, "

o o COMMISSIPN ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources Division of Water Resource Management

APPLICATION FOR: 0 Well Construction or 0 Pump Installation PERMIT

Instructions: Please print or type and send completed application with attachments to the Dlv. of Water Resource Management, P.O. Box 373, Honolulu, HawaII 96809. Appllcatlon must be accompanied by a non-refundable filing fee of $25,00 payable to the Dept. 01 Land and Natural Resources, (Filing fee waived for govemment agencies.) II necessary, phone 548-7643, Hydrology/Geology Section for asslstanco.

1. WELL LOCATION/NAME: Northern Upper Anahulu Gulch Monitor Wellisiand O~.~.1l: .... _ ... _. __ _

Address Waialua Sugar Plan~atio1;)., near Anahulu Gulch Tax Map Key 6-2-09-01

(At1ach a USGS map, scale 1".2000', and a property tax map showing well location referenced to established property boundaries.)

2. (a) WELL OWNER:

Firm Name U. S. Geological Survey Contact Person William Meyer Address 677 Ala Moana Blvd. Suite 415

.::."Jionolulu. Hi.96816 Ph' (808) 541-2655

3. PROPOSED CONTRACTOR:

(b) LANDOWNER:

Firm Name Kamehameha Sc.hools/Bishop Estate

Contact Person-Syaney WiC;K. Keliipu1eo1e AddressP.O. Box 3466. Honolulu. Hawaii

96801-3466 Ph' (808) 523-6200

Name u. S. Geological Survey Contractor's Ucense No. ________ _

Addross 677 Ala Moana Blvd. Suite 415. Honolulu. Hi. 96816

4. PROPOSED WORK: .Drlll New Well o Deepen o Redrlll

o Alter o Seal o Abandon

o Install Now Pump 0 Replace Pump 0 Modify Pump

(Rrlofly dascrlbe the proposed work and fill In the diagram on the back of this form.)

5. PROPOSED USE: 0 Municipal (Including hotels, stores, etc.) o Military

o Domestic Ondlvldual, noncommercial water sys.) o Industrial

Ph' (8082 541-2655

o Irrigation (specify) _______ _ t:J Other (specify)

I). PROPOSED AMOUNT OF WITHDRAWAL: gallons per day

7. PROPOSED PUMP INFORMATION:

Pump Type:

o Vertical Turbine

o Submersible

o Centrifugal

Motor:

o Diesel

OGas o ElectriC, at a rated horsepower of __ _

Rated Pump Capacity: Gallons per minute ___ _

~~.~.;wmla~._ ....................... """"""""""""""""""""" .. _______ ~

Well Owner (print) William Meyer

Signature __ -4J.~:;::::;.....;..;'/~/'-:--#_-_·. __ ~f}:....4_L.-:t'-I' .~=~ Date __ -=d.s..o':::;'~~/.L.I-1..L._2~_~----:~~; __ _

Signatu _BeitlBeftEt>-&cHIf~-sfiML;--:tmmotH~~S' Date Manager, Region II

..... -.-.--- ..... ~-..:-------------------------------------

For Official Use Only: Field Chocked By ____ _ Oale _________ _

Lalilude _____ _

Long/(ude~ ____ _ Hydrologic Unil ---=-=---,,..-,.._

State Well No. ,3:;-03 -0/

o o

o o

Briefly describe the proposed work:

We are proposing to drill a monitor well at high elevation to monitor water

levels in interior Kawailoa Aquifer. We are also interested in the head differences

acros'~;,Anahulu Gulch, which sep?rates the Kawailoa Aquifer from the Waialua Aquifer.

PROPOSED SECTION OF WEI,.L

Elevation at top of casing:

CaliZ-- ft" msl.

Cement Grout: ~SC)

Surface Hole Diameter: \2.

Total Depth: iZ!:J

Rock Packing: f Depth to Water '2.0

.-. .... '"

ft. ---1---1--.10::: :.,

in,

ft,

," I' , ' ., f::. " ,':." - ~' -, :,!, .' , .'

.. ;~. ' .. :~. "

~f.;. ·1' . " .. ,

ft, ~ ""- .:, ~Ir' .,:;

-f~, ~ ~I

~~I I ,

Ground Elevation: "'\0 ft"msl' ., .. .. .. ' ~

,,'

, , ,

.;: Surface ' .... :~IIl---- Solid Casing: .:" : i:

'. ,-"I. ~,

Material ~e\.-

Length \'50 ft. , t:: . ~ ..

:-, " : . Diameter _~~o!.. •• _____ in.

.:.; Wall thickness .\ a~ in. ,', ~:. Inner .., ~~v Casing: ~ Perforated

~\: Material '6"~e:L ',~ . --:....;...::==-----

, ~.: Length 6l!>' 50,-,0, ~QO' f't~(' ft. ,. ' /.. Diameter ___ 4:!-____ in.

I -; Wall thickness • 'l.S in. i~ Openings _____ sq, inJL.F,

o Screen

1 1 ........ -- Aquifer Bore

Length \00 Ft: Diameter __ ..,..!."'.....;.'.w8'--____ ln .

• Approximate elevation at time of filing application. Final elevation (msl) by a surveyor licensed by the State must be submitted at start of construction,

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...

DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA … · drilling, construction, and caliper-log data for well 3-3503-01, north upper anahulu exploratory well, oahu, hawaii u.s. geological

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