--- DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA .. - FOR WELL 3-3505-25, NORTH LOWER ANAHULU -- EXPLORATORY WELL, OAHU, HAWAII

-- U.S. GEOLOGICAL SURVEY

- Open-File Report 96-428 ---------- Prepared in cooperation with the

CITY AND COUNTY OF HONOLULU BOARD OF WATER SUPPLY

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DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA

FOR WELL 3-3505-25, NORTH LOWER ANAHULU

EXPLORATORY WELL, OAHU, HAWAII

ByTodd K. Presley and Delwyn S. Oki

u.s. GEOLOGICAL SURVEY

Open-File Report 96-428

III Prepared in cooperation with the

II1II CITY AND COUNTY OF HONOLULU BOARD OF WATER SUPPLY Iii

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Honolulu, Hawaii 1996

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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 6n Ala Moana Blvd., Suite 415 Honolulu, HI 96813

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I CONTENTS

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Abstract ......................................................................................... 1 Introduction ......................•........................•..............•....................... 1

Regional Setting ....•........•....•..•.......•........•..................•.................• 1 Acknowledgments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Drilling, Construction, and Caliper-Log Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Additional Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 References Cited 7

FIGURES

1-2. Maps showing: 1. Ground-water areas of oorth-centraI Oahu and wells drilled during the study, Hawaii . . . . . . . . . . . . . . . . . . 2 2. Location of the North Lower Anahulu exploratory well, Oahu, Hawaii. • . . . . . . . . . . . . . . . • • . . . . . . . . . . . 3

3. Diagram showing construction details for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii .................................................................. 5

4. Graph showing caliper log for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii .•.......................................................................... 8

TABLES

1. Construction data for North Lower Anahulu exploratory well, Oahu, Hawaii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2. Geologic log for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii. . . . . . . . . . 6 3. Driller's log for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii. . . . . . . . . . . 6 4. Construction data for wells drilled during the study, Oahu, Hawaii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

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

Content. III

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Drilling, Construction, and Caliper-Log Data for Well 3-3505-25, North Lower Anahulu Exploratory Well, Oahu, Hawaii

By Todd K. Presley and Delwyn S. Oki

Abstract

The North Lower Anahulu exploratory well (State well number 3-3505-25) was drilled about 1.4 miles east-northeast of the town of Haleiwa. The well was drilled on agricultural land in the Kawailoa ground-water area. The well was drilled from an elevation of about 232 feet above mean sea level and penetrates about 22 feet into a basalt aqui­fer. Well-construction data, logs of drilling notes, geologic descriptions for the samples, and caliper­log 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 the North Lower Anahulu exploratory well (State well number 3-3505-25). The well is located about 1.4 miles east­northeast of the town of Haleiwa (figs. 1 and 2). The purpose of the 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. Data from this well also could help detennine if water-level change due to pumping in the Waialua

ground-water area occurs across the ground-water bar­rier created by Anahulu Gulch.

Regional Setting

The study area is located in north-central Oahu between the crests of the Koolau Range and the Waianae Range (fig. 1). The mountain ranges are the eroded remnants of two shield volcanoes. The Mokuleia ground-water area lies within the basalt aquifer of the Waianae Volcano, and the Waialua and Kawailoa ground-water areas lie within the basalt aquifer of the Koolau Volcano. 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 Mokuleia and Waialua ground-water areas are separated by low-penneability 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 unconfmed.

Water levels in the Waialua and Kawailoa ground­water areas are about 12 ft and 4 ft above mean sea level, respectively. Water levels in the Mokuleia ground-water 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

IntroducUon 1

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21°40'

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158°10'

PACIFIC OCEAN .. :,:i"

KAWAILOA GROUND-WATER

AREA

03-3604-01

3-3505-25 • 0 3-3503-01

158°

> •.•.•..... '. ••.• ...C,:::,· 03-3505-26 An.. II. :',3~34 ~14,.-15Q:)3-3406-12 l}UIU .. ltey·----:::F"'iII---,lo,. iW~al~a .. o:f~07-37 WAIALUA •.••. :.: .. C;~:.< ..•.. /03-3406-13 GROUND-WATER :~ .... ........;·0 3-3307-20, -21 AREA .. ·.; .. o~~ ....•.•

°l77]ity"",- 03-3204-01

MOKULEIA ~ GROUND-WATER "'l

AREA SCHOFIELD

GROUND-WATER AREA

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

Base modified from U.S. Geological SUIVey digital data, 1:24,000, 1983, Allers equal area projection, standaJd paralieis 21 °15' and 21 °45', centrai meri<foan 157"59'

EXPLANATION

SEDIMENTARY DEPOSITS (CAPROCK)

BOUNDARY OF GROUND-WATER AREA

.. _ .. _ .. - TOPOGRAPHIC DIVIDE

3-3505-25. NORTH LOWER 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 Lower Anahulu Exploratory Well, Oahu, Hawaii

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occurs at springs and by subsurface flow through the caprock to the ocean (Rosenau and others, 1971).

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 permission to drill on their land.

DRILLING, CONSTRUCTION, AND CALIPER-LOG DATA

The North Lower Anahulu exploratory well (State well number 3-3505-25) is 1.5 mi east-northeast of the town of Haleiwa on the north side of Anahulu Gulch. The site is located along a peripheral road of a sugar­cane field. Well-construction data is provided in table 1 and construction details are shown in figure 3.

The North Lower Anahulu exploratory well was drilled using an air-rotary system with flush-jointed 4 112-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 232 ft. A 12 112-in. diameter hole was drilled to an elevation of 182 ft above mean sea level and cased with 52 ft of 8 5/8-in. outside-diameter (od) steel casing. The annular space was grouted with cement to provide a surface seal. An 7 7/8-in. diameter tri-cone tungsten-carbide button bit was then used to drill to an elevation of -18 ft. After the total depth was reached, a Well Reconnaissance logging unit was used to record a caliper log. The well was cased with 4 112-in. outside-diameter flush-jointed PVC casing. PVC screen with 0.02 in. slots was installed through the water column.

Samples of the materials expelled by the circula­tion system while drilling were collected every 5 ft. Beyond a depth of 220 ft, the circulation was completly absorbed 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. From the surface, the bore penetrated 10 ft of soil, 10 ft of hard clay, 30 ft of weathered basalt, 20 ft of slightly weathered basalt, and 150 ft of relatively unweathered basalt.

Table 1. Construction data for North Lower Anahulu exploratory well, Oahu, Hawaii. [Elevation datum is mean sea level; in., inch; ft, feet; cd, 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 Lower Anahulu exploratory well 3-3505-25 21°35'45"N,158°05'04"W /' 6-2-09-1 Bernice Pauahi Bishop Estate Waialua Sugar Company December 23, 1993 7 days Fred Thibedeau, USGS 121/4 in. 182ft 8 5/8-in. od steel, 0.188-in. thick wall 77/8 in. -18 ft 182 ft to -18 ft 22 ft to -18 ft 4 l/2-in. od PVC, flush-jointed 4 l/2-in. od PVC, flush-jointed, 0.02-in. horizontal slots 232.93 ft 234.24 ft 4.75 ft, February 14, 1995

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

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Reference mark (bolt in concrete = 232.93 fe;etlt)---;::;::k~-...,..,...W

SURFACE CASING: 8 5/B-inch outside diameter

steel casing, O.188-inch thick wall

12'/2-inch surface hole diameter

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

7 7/B-inch final hole diameter

Water level 4.75 feet (February 14, 1995)

SCREEN TYPE: 4 '/2-inch outside diameter PVC casing, flush jointed,

O.02-inch slot size

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Not to scale

Top of casing measuring point = 234.24 feet (aluminum

well cap and bracket)

4 feet by 3 feet concrete pad

:.':.',' .. , I" '\" I" Ground surface (finished grade)

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

- 22-foot elevation - bottom of solid inner casing

- Mean sea level (elevation datum)

- -18-foot elevation - bottom of screen and well

Figure 3. Construction details for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii.

Drilling, Construction, and Caliper-Log Data 5

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Table 2. Geologic log for the North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii. [Elevation datum is mean sea level]

Depth above Elevation grade (feet) (feet)

Oto 5 232 to 227 5 to 10 227 to 222

10 to 15 222 to 217 15 to 20 217 to 212 20 to 25 212 to 207 25 to 30 207 to 202 30 to 35 202 to 197 35 to 40 197 to 192 40 to 45 192 to 187 45 to 50 187 to 182 50 to 55 182 to 177 55 to 60 177 to 172 60 to 65 172 to 167 65 to 70 167 to 162 70 to 75 162 to 157 75 to 80 157 to 152 80 to 85 152 to 147 85 to 90 147 to 142 90 to 95 142 to 137 95 to 100 137 to 132

100 to 105 132 to 127 105 to 110 127 to 122 110 to 115 122 to 117 115 to 120 117 to 112 120 to 125 112 to 107 125 to 130 107 to 102 130 to 135 102 to 97 135 to 140 97 to 92 140 to 145 92 to 87 145 to 150 87 to 82 150 to 155 82 to 77 155 to 160 77 to 72 160 to 165 72 to 67 165 to 170 67 to 62 170 to 175 62 to 57 175 to 180 57 to 52 180 to 185 52 to 47 185 to 190 47 to 42 190 to 195 42 to 37 195 to 200 37 to 32 200 to 205 32 to 27 205 to 210 27 to 22 210 to 215 22 to 17 215 to 220 17 to 12

Red soil Red soil

Sample description

Orangish-brown, hard clay Red-brown, hard clay Light-grey basalt Grey to reddish-grey, highly vesicular, weathered basalt Grey, slightly vesicular, unweathered basalt Greyish-brown, highly weathered basalt Greyish-brown, highly weathered basalt Grey to brown, slightly vesicular basalt Brown, highly vesicular, slightly weathered basalt Grey, highly vesicular, slightly weathered basalt Brownish-grey, nonvesicular, slightly weathered basalt Brownish-grey, nonvesicular, slightly weathered basalt Grey, massive basalt Grey, massive basalt Grey, massive basalt Reddish-grey, vesicular and nonvesicular basalt Dark-grey, massive basalt Grey basalt Grey basalt Dark-grey, slightly vesicular basalt Dark-grey, vesicular basalt Dark-grey, vesicular basalt Dark-grey, vesicular basalt Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Reddish, vesicular basalt; grey, nonvesicular basalt with olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicu1ar basalt; red, slightly vesicular basalt Grey, slightly vesicular basalt; red, slightly vesicular basalt Red, slightly vesicular basalt; grey, slightly vesicular basalt Grey, massive, aphyric basalt Grey, massive, aphyric basalt Grey, massive, aphyric basalt; red, vesicular basalt Reddish-grey, vesicular basalt Reddish-grey, vesicular basalt

Comments

Sample appears fresher than above

Rare vesicles Pulverized sample Pulverized sample

Spherical vesicles Spherical vesicles

Table 3. Driller's log for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii [Elevation datum is mean sea level]

Depth below Elevation Description grade (feet) (feet)

Ot09 232 to 223 Red saprolite 9 to 12 223 to 220 Brown saprolite

12 to 13 220 to 219 Grey saprolite 13 to 17 219 to 215 Grey and brown saprolite 17 to 20 215 to 212 Saprolite and broken rock 20 to 24 212 to 208 Grey, hard rock 24 to 25 208 to 207 Fracture zone 25 to 48 207 to 184 Packed, finn rock, non-caving 48 to 52 184 to 180 Grey, hard rock 52 to 250 180 to -18 Firm, non-caving basalt of varying hardness

6 Drilling, Construction, and Caliper-log Data for North Lower Anahulu Exploratory Well, Oahu, HawaII

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The caliper log (fig. 4) shows two hole enlarge­ments where the caliper anns extend to greater than 12 in. between the elevations of 10 to 30 ft. 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 prongs 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.

The measurement point (elevation 234.24 ft) for water-level determination is located on the east side of the aluminum well-cap bracket affixed to the top of the 8 S/8-in. od steel surface casing. An additional refer­ence mark (elevation 232.93 ft) for the well site is located on the top of a stainless steel bolt emplaced into the concrete pad surrounding the well .

ADDITIONAL INFORMATION

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 Lower Anahulu exploratory well (State well number 3-3505-25). 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 .

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 1899-0,40 p .

Addltlonallnformatlon 7

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Table 4. Construction data for wells drilled during the study, Oahu, Hawaii. [ft, feet; in., inch]

State well Hawall.tate

Working day. 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 Apri121, 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 well 21°35'45" 158°05'04" 6-2-09-1 Bishop Estate December 23, 1993 7 days

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

-I 3-3604-01 Kawailoa deep monitor wen 21°36'24" 158°04'44" 6-1-05-1 Bishop Estate January 9,1994 28 days II c:r f II)

... 0 Table 4. Construction data for wells drilled during the study, Oahu, Hawaii-Continued. ~ Werlevel f Bottom of Surface Inner casing

surface casing Hole Bottom of Open outside Screened Measuring point State well well Interval Interval Height number Well name casing outside diameter elevation elevations diameter elevations elevation above

elevation diameter (Inch) (feet) (feet) (Inch) (feet) (feet) sea level Date and time (feet) (Inch) and type (feet)

3-3204-01 Kaheaka exploratory 643 85/8 63/4 -55 643 to -55 41/2, 25 to -55 741.59 12.44 Jan. 27,1995 well steel (top of casing) 17:20

3-3307-20 Thompson Comer -65 125/8 121/4 -82 -65 to -82 125/8, -65 to -82 99.10 11.32 Aug 5.1993 exploratory well I steel (bolt) 15:51

3-3307-21 Thompson Comer 17 85/8 77/8 -80 17 to -80 41/2, 20 to -80 101.40 11.29 Aug. 5, 1993 exploratory well IT PVC (top of casing) 15:51

3-3406-12 Twin Bridge Road deep 9 65/8 61/4 -596 9 to -596 41/2, 24 to -596 53.10 11.10 Feb. 15, 1995 monitor well steel (top of casing) 12:09

3-3406-13 Kaamooloa exploratory 10 65/8 61/4 -10 10 to -10 41/2, 10 to -10 42.35 11.87 Feb. 13, 1995 well PVC (top of casing) 14:45

3-3406-14 Helemano exploratory -51 85/8 77/8 -78.5 -72 to -78.5 41/2, -68.5 to -78.5 13.79 10.92 Feb. 15, 1995 weIll PVC (top of casing) 12:26

3-3406-15 Helemano exploratory -52 85/8 77/8 -291 -271 to -291 41/2, -271 to -291 14.41 11.15 Feb. 15, 1995 well IT steel (top of casing) 12:28

3-3407-37 Kiiki.i exploratory well -115 85/8 63/4 -135 -125 to -135 41/2. -115 to -135 14.68 11.70 Feb. 13, 1995 steel (top of casing) 13:44

3-3503-01 North Upper Anahulu 592 85/8 63/4 -103 592 to -103 41/2, 17 to -103 671.74 7.15 Feb 14,1995 exploratory well steel (top of casing) 13:54

3-3505-25 North Lower Anahulu 182 85/8 77/8 -18 182 to -18 41/2. 22 to -18 234.24 4.75 Feb.14, 1995 exploratory well PVC (top of casing) 15:08

3-3505-26 Opaeula exploratory well 229 65/8 61/4 -65 229 to -65 41/2, 15 to -65 288.08 10.52 Feb. 15, 1995 PVC (top of casing) 11:14

3-3604-01 Kawailoa deep monitor 190 65/8 61/4 -392 190 to -392 41/2. 9 to -391 309.01 4.40 Feb. 14, 1995 well steel (t~ of casinS) 14:18

Qte of Hawaii 0 COMMISSION ON WATER RESOURCE MANAGEMENT /< Department of Land and Natural Resourc~Ee~;::-"/ED /

WELL COMPLETION REPORT ~S ~lYG ~3 ~0196 WCR Form .

A!j: 56 (Check Appropriate Box) liWell Construction 0 (Permanent) Pump Installation Instructions: Please print or type and submit completed report within 30 days after wei completion ~Y¥L~~ission on Water Resource Management, P.O. Box 621, Honolulu, Hawaa 96809. An as-built drawing of the wei and chemical.W~~~~1d -flo\ be bmitted. For assistance call the Commission R ulation Branch at 587 '()225, or 1-80~68-464-4 Extension 7022 : (' i' ,.' ::: "'. . ... '! {I? r ;.'

~ PART I. . WELL CONSTRUCTION REPORT

3. Drillin~ Company: U. 6. ~e#n9~"c../ ~~e-,~ 4. Name of driller who performed work: ~ .. J ~.,~ d'e4c,.. 5. Type of rig/construction: 74p -~,.,., a".J,. /"'VT ~ .;' 6. Date(s) Well Construction and pump tests (if any) completed: /";z/.;zJJ/',, 7. GROUND ELEVATION (referenced to mean sea level. msl): ft.

Well Bench Mark (descriptionllocation): N,J;d t:~ flt!R' Elevation(msl):~. P ft. , 8. DRILLER'S LOG: Please attach geologic log (tf available or if required by permit)

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

- to -- c1JIee ~&#~ -- to --- to -- - to -(ff more space is needed, continue on back.)

9. Total depth of well be~ ground: ,w-O ft. 10. Hole size: I ~ I.:.t inch dia. from (!) ft. to It. ft. below ground

z!,r inch dia. from 6"1.. ft. to e:;o26'o ft. below ground inch dia. from ft. to ft. below ground

11. Casing installed: 11 in. 1.0. x ~.Irr in. wall solid section to S"I ft. below ground 4 in. 1.0. x 4?,2§" in. wa~rforated =()ft1.& ~ ft. below ground

Casing MateriaVStot Size: $Are/V C ~/8~ l'.tJ-z'I;"e.1t.. • 12. Annulus: Grouted from S~ ft. below ground to " ft. below ground

Gravel packed from ttl AJ I£. ft. below ground to ft. below ground

13. '1 -'\ut' 0 ~\~u.

Date and time of measurement ..JWtL~5 t)/'PtJ Initial water level:~4 ft. below gFeYA6, 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-tenn Aquifer Test Date Start water level ft. below R.P. Start water level ft. below R.P. End water level ft. below R.P. End water level ft. below R.P.

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

WOII Drilling CO_ ~~~'t'C-57 Lie. No.

Signature ~ Date t{l5df'6 Surveyor (print) ~_e~ Lie. No.

~! Signature Date

Applicant (print) ~ ~);~ Signature Date ..

o 3/20/96 WCR h"m

PART II. (PERMANENT) PUMP INSTALLATION REPORT

20. Pump Installation Company: 21. Name of person performing wor1t: 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 el,evation 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, Remar1<s, Water Level Depth (ft.) Rock DeScription, Remari<s,

Dates (ft.) Dates (ft.) ______ m ________________________________________ _ ______ m ______________________________________ _ ______ m ______________________________________ _ ___ ___ m ____________________________________ _

______ w ____ _________ ~---------------------- ______ m __________ ~ _______________________ _ ______ m ____________________ ~ _____________ ~ ______ m ____________________________________ _ ______ m ____________________________________ _ ______ m _____________________________________ _ ______ w _________________ ~------------------- ______ m ____________________________________ _ ______ m __________ ~ _____ ~-------------- ______ m _______________________________________ _ ______ to ____________ ~ __________________ _

to -- -- ---------:..-.--------

19.& 25. R9mar:ks: -----________________ _

-\-

Figure 2.

o

EXPLANATION

NORTH ANAHULU EXPLORATORY WELL AND STATE WELL NUMBER

TOPOGRAPHIC CONTOUR--[nterval 80 feet

o

Ir" to Location of North'Anahulu exploratory well p-seQe alii , Oahu, Hawaii.

_______________________________________________________ .I,·.d"IM'_.· .• '\'III!IK .. "" .....

o

Reference mark (bolt In concrete = 232.93 feet)

~~',p,. ~~r.I

SURFACE CASING: 8 5/a-inch outer diameter

steel casing, O.188-inch thick wall

12 1/2-lnch surface hoie diameter

INNER CASiNG: 4 1/2-inch outer diameter PVC casing, flush jointed

7 7/a-inch final hole diameter

:',

: .. :.:

o

Top of casing measuring point = 234.24 feet (aluminum

well cap and bracket)

4 feet by 3 feet concrete pad

"" " Ground surface (finished grade)

. _ -'.).. fo..-f - b6+1"m t{~#lld ,nner

Water level 4.75 feet (February 14, 1995)

INNER CASING: 4 1/2-inch outer diameter perforated

PVC casing, flush jointed, O.02-1nch slot size

II I I I I II I II I II I I II

I I

Not to scale

C. Uinll

Figure 3. Construction details for North lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii.

---------------------------------------------___ I,IWw:t ___ -411_ ..

o Table 2. Geologic log for the North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii. [Elevation datum is mean sea level]

Depth above grade (feet)

Oto5 5 to 10

10 to 15 15 to 20 20 to 25 25 to 30 30 to 35 35 to 40 40 to 45 45 to 50 50 to 55 55 to 60 60 to 65 65 to 70 70 to 75 75 to 80 80 to 85 85 to 90 90 to 95 95 to 100

100 to 105 105 to 110 110 to 115 115 to 120 120 to 125 125 to 130 130 to 135 135 to 140 140 to 145 145 to 150 150 to 155 155 to 160 160 to 165 165 to 170 170 to 175 175 to 180 180 to 185 185 to 190 190 to 195 195 to 200 200 to 205 205 to 210 210 to 215 215 to 220

Elevation (feet)

232 to 227 227 to 222 222 to 217 217 to 212 212 to 207 207 to 202 202 to 197 197 to 192 192 to 187 187 to 182 182 to 177 177 to 172 172 to 167 167 to 162 162 to 157 157 to 152 152 to 147 147 to 142 142 to 137 137 to 132 132 to 127 127 to 122 122 to 117 117 to 112 112 to 107 107 to 102 102 to 97 97 to 92 92 to 87 87 to 82 82 to 77 77 to 72 72 to 67 67 to 62 62 to 57 57 to 52 52 to 47 47 to 42 42 to 37 37 to 32 32 to 27 27 to 22 22 to 17 17 to 12

Red soil Red soil

Sample description

Orangish-brown, hard clay Red-brown, hard clay Light-grey basalt Grey to reddish-grey, highly vesicular, weathered basalt Grey, slightly vesicular, unweathered basalt Greyish-brown, highly weathered basalt Greyish-brown, highly weathered basalt Grey to brown, slightly vesicular basalt Brown, highly vesicular, slightly weathered basalt Grey, highly vesicular, slightly weathered basalt Brownish-grey, nonvesicular, slightly weathered basalt Brownish-grey, nonvesicular, slightly weathered basalt Grey, massive basalt Grey, massive basalt Grey, massive basalt Reddish-grey, vesicular and nonvesicular basalt Dark-grey, massive basalt Grey basalt Grey basalt Dark-grey, slightly vesicular basalt Dark-grey, vesicular basalt Dark-grey, vesicular basalt Dark-grey, vesicular basalt Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Brownish-grey, slightly vesicular basalt; some olivine Reddish, vesicular basalt; grey, nonvesicular basalt with olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicular basalt; some olivine Grey, nonvesicular basalt; red, slightly vesicular basalt Grey, slightly vesicular basalt; red, slightly vesicular basalt Red, slightly vesicular basalt; grey, slightly vesicular basalt Grey, massive, aphyric basalt Grey, massive, aphyric basalt Grey, massive, aphyric basalt; red, vesicular basalt Reddish-grey, vesicular basalt Reddish-grey, vesicular basalt

Comments

Sample appears fresher than above

Rare vesicles Pulverized sample Pulverized sample

Spherical vesicles Spherical vesicles

Table 3. Driller's log for North Lower Anahulu exploratory well (State well number 3-3505-25), Oahu, Hawaii [Elevation datum is mean sea level]

Depth below Elevation Description grade (feet) (feet)

o to 9 232 to 223 Red saprolite 9 to 12 223 to 220 Brown saprolite

12 to 13 220 to 219 Grey saprolite 13 to 17 219 to 215 Grey and brown saprolite 17 to 20 215 to 212 Saprolite and broken rock 20 to 24 212 to 208 Grey, hard rock 24 to 25 208 to 207 Fracture zone 25 to 48 207 to 184 Packed, firm rock, non-caving 48 to 52 ~ 184 to 180 • Grey, hard rock 52 toS 180 toM""el' Firm, non-caving basalt of varying hardness

6 Drilling, Construction, and Caliper-log Data for North Lower Anahulu Exploratory Well, Oahu, Hawaii

'il

------------------------------------------------------------------------------------------,~~.----

o o

24or-----.-----.-----.-----.-----.-----.-----.-----~----~--~

22

0

200

180

160

...J W

Gj ...J

140 « w

C

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z « w

120 :E

f2 w

> ~

100

w

a: ~

w

80 u. z Z

0

60 ~ >

W

...J W

40

20 o

-20

-400~----2~----4~----6~----8~----1LO-----1L2-----1~4-----1~6-----1~8----~2O~

CA

LIPE

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EX

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NS

ION

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ES

Fig

ure

4. C

aliper log for North Low

er Anahulu exploratory w

ell (State w

ell number 3-3505-25),

Oahu, H

awaii.

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-----------------------------------------------,'._'.

JOHNWAIHEE GOVEANOR OF HAWAII

o o

STATE OF HAWAII

KEITH W. AHUE CHAIRPERSON

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

DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT

J. DOUGLAS lNG, ESO. RICHARD H. COX. P.E.

GUY K. FWIMURA

P.O. BOX 621

HONOLULU, HAWAII 96809

ftJJJ - 6 1993

WELL CONSTRUCTION PERMIT

for

Anahulu Gulch Observation Well Well No. 3505-25

Waialua, Oahu

RAE M. LOUI, P.E. DEPUTY

u.s. GEOlOGICAL SURVey' WATER RESOURCES DIVISION

HONOLUW, HAWAII

AUG 0 9 1993

LRECEIVED

TO: U.S. Geological Survey 677 Ala Moana Blvd., Suite 415 Honolulu, HI 96813

In accordance with Department of Land and Natural Resources Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Worksll

, your application to construct a test well (Well No. 3505-25) at Kawailoa, Waialua, Oahu, at TMK: 6-2-09, 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 by this permit commences.

2. The well construction permit shall be for construction and testing of the well only. A one-inch diameter galvanized pipe shall be secured to the outside of the casing to record water levels and the procedures followed, as outlined in AQUIFER (PUMP) TEST PROCEDURES. No permanent pump may be installed and no water used from the well without first obtaining a water use permit and a pump installation permit from the Commission.

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

4. The permit application shall be incorporated herein by reference.

5. The Department of Health, Safe Drinking Water Branch, shall be notified at least ten working days t¥i0r to aquifer testing for coordination to obtain water samples for analysis.

------------_____________________________ flrN~$'O.~-~~_

o o WELL CONSTRUCTION PERMIT Well No. 3505-25

Page 2

6. This permit may be revoked if work is not started within six months of the date of approval or if work is suspended or abandoned for six months. The work shall be completed within two years of the date of approval.

~/~ It::/H W. AHUE. Chairperson

. ~/?/1?J Date of Apprdval

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: ---z~ .......... ,-===>c::=-.p.~~~-l.Date: .8 a«t13 PrintedName:~~~~~~~~~~~ ____________________ _

Firm or Title: U.S. GeoJoSIc.d SlLr"~, wRO

Please sign and return one copy of this permit to the Commission and retain a copy for your record.

Ene. (Well Completion Report form) cc: USGS

Department of Health Safe Drinking Water Branch Ground Water Protection Program Solid and Hazardous Waste Branch Wastewater Branch

Honolulu Board of Water Supply Waialua Sugar Company

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---------------------------____________ '1~ ___ '~~._

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

APPLICATION FOR: ,tWell 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. Application must be accompanied by a non-refundaJ:)le filing fee of $25.00 payable to the Dept. of Land and Natural Resources. (Filing fee walved for government agencies.) II necessary, phone 548-7643, Hydrology/Geology Section for assistanco.

< I. ',A.lFI.L LOCATION/NAME: Anahulu Gulch Observation Well Island Oahu

}\ddress Waialua Sugar Plantation, near Anahulu ~ulch Tax Map Key 6-2-09 (At18.ch a USGS map, scale 1 "=2000', and a property tax map showing well location referenced to established property boundaries.)

2. (a) WELL OWNER: (b) LANDOWNER:

Firm Name u. S. Geological Survey Contact Person William ·Meyer .. Address 677 Ala Moana Blvd. Suite 415 Honolulu Hio 96813 -Eh' (808) 541-2655

8 PROPOSED CONTRACTOR:

Firm Name KamehamehLS!~l:'StBi:s:h?p Estate Contact Person Sydn~'y:::W.,;C.:K:'~Keliipuleole Address P.O. Box 3466. Honolulu, Hi.

96801-3466 Pb' (808) 523-6200

~!ame u. S. Geological SUl'yey Contractor's Ucense No. _________ _

,\rldrilss 677 Ala Moana ffivd. Suite 415, Honolulu Hi., 96813 Ph' (808) 541-2655

4. PROPOSED WORK: ~ Drill New Well o Deepen o Redrill

o Alter o Seal o Abandon

o Instal! New Pump 0 Replace Pump 0 Modify Pump

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

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

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

o Irrigation (specify) ~ Other (specify) Test Well/ob~erv.

PROPOSE.D AMOUNT OF WITHDRAWAL: gallons per day

7. PROPOSED PUMP INFORMATION:

Pump Type: Motor: Rated Pump Capacity:

o Vertical Turbine o Diesel Gallons per minute ___ _

o Submerslblo o Gas

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

t;:~"""'''''L\ .... ,.::a ... " ...... ______________________________________ <io1

\1\/81! Owner (print) Wi 1 J i am Meyer

Sirne!'"e -- j/:/~.':- m--r Date 3/k/"3 .

Landowner (print)~e1·::,W .• C';:'K.·;·X.eliipuleole

Signa!ur~ oate1f- ~_ .. _

~(Jr Official Use Only:

Ffrlld Chockc.(/ By _____ _

Dale

Latitude, ______ _

Longitude, _____ _

Hydrologic Unit _____ ~

State Well No. , :5S-0 5' -- 25 _

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DEPARTMENT Of THE TAX COMMI5SIONEI TAXATION MAPS BUREAU

TERRITORY OF HAW"",

TAX MAP FIRST DIYISIOI --ruT ZONE

6 CONTAINING SCAU:IIN

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