› csav › WaterWells › old › Kauai › 02-532… · ~ -. LINDA LINGLE GOVERNOR OF HAWAII PETER T YOUNG CHAIRPERSON MEREDITH J. CHING CLAYTON W. DELA CRUZ JAMES A. FRAZIER CHIYOME

~ -. LINDA LINGLE

GOVERNOR OF HAWAII PETER T YOUNG

CHAIRPERSON

MEREDITH J. CHING CLAYTON W. DELA CRUZ

JAMES A. FRAZIER CHIYOME L. FUKINO, M.D

LAWRENCE H. MilKE, M.D., J.D.

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT

Mr. William Wong, P.E., Chief Safe Drinking Water Branch Environmental Management Division Department of Health State of Hawaii P.O. Box 3378 Honolulu, HI 96801

Attention: Mr. Jaime Rimando

Dear Mr. Wong:

P.O.·BOX621 HONOLULU, HAWAII 96809

April 15, 2005

STEPHANIE A. WHALEN

DEAN A. NAKANO ACTING DEPUTY DIRECTOR

Ref: 5328-01.let

Request for Information Re arding A Constructed Well Named Kukuiula No. 1 ell No. 5328-01 Kauai

Thank you for your March 16, 2005 letter. We have been anticipating communication with you regarCling the subject well. We will address each of your questions In the order presented.

1. Well No. 5328-01 was proposed to be drilled aw,proximatew 21 0 53' 41" N Latitude and 1590 28' 27" W Longitude (NAD 2 '_1 under a wen construction permit approved by CWRM on July 11, 2002. We did not receive a plot plan or map showing the final well location. However, we did receive the same site plan as thal attached to your letter, indicating that we are referring to the same well.

2. The well was proposed to be drilled for informational purposes to determine ground water conditions and potential yield. The well construction permit application indicated that pump testing would be conducted at rates up to 350 gpm. There was no indication or suspicion on the part of CWRM that Well No. 5328-01 was going to be changed into an injection well.

. 3. As stated above, the subject well was proposed to be an exploratory aquifer test well.

We have attached a letter to Kukuiula Development Corporation, documenting our understanding of the proposed conversion.

If you have any further questions, please call Lenore Nakama at 587-0218.

LYN:ss Attachment

Sincerely,

W.f7f7 1't

DEAN A. NAKANO Acting Deputy Director

LINDA LINGLE GOVERNOR OF HAWAII

,,~ ','. ~ rio

STATE OF HA*III'\' \i ,

DEPARTMENT OF HEALTH P.O.BOX 3378 ",

HONOLULU, HAWAII 96801i~37-8

March 16, 2005

The Honorable Peter T. Young, Chairperson Commission on Water Resource Management (CWRM) Department of Land and Natural Resources State of Hawai'i P. O. Box 621 Honolulu, Hawai'i 96809

ATTENTION: Ms. Lenore Nakama

Dear Mr. Young:

SUBJECT; REQUEST FOR INFORMATION REGARDING A CONSTRUCTED WELL NAMED KUKUI'ULA NO. 1 (WELL NO. 5328-01) ON KAUA'I

CHIYOME L. FUKINO, M.D. DIRECTOR OF HEALTH

In reply, please refer to: EMD/SDWB

We have received an Underground Injection Control application for the use of the subject well as an injection well at Kukui'ula Wastewater Treatment Plant. Consequently, we are seeking background information for well No. 5328-01.

Your reply to the questions below will be appreciated.

1. Is IJ-3 (see enclosed site plan), reportedly having the coordinates 21 0 53' 41" N Latitude and 1590 28' 27" W Longitude, the same well referred to as Well No. 5328-01 in the well construction permit approved by CWRM on July 11, 2002?

2. If the answer on item No.1 is yes, did CWRM have any indication or suspicion that Well 5328-01 was going to be an injection well?

3. Was the subject well originally intended as a production, monitoring, or aquifer test well?

If you have any questions regarding this request, please call Jaime Rimando of the Safe Drinking Water Branch at 586-4258.

Sincerely,

~~ r~ILLIAM WONG, P.E., CHIEF

Safe Drinking Water Branch Environmental Management Division

JR:nbp Enclosure: Kukui'ula Wastewater Treatment Plant Site Plan

Field Locations o IJ-l o IJ-2 o IJ-3

CJ Property Outline o Kukuiula WWTP 250 ~==~::::~0==~~~~25~0~ ...... ~~~~~~ ~ 500 750 Feet

Jeport.apr

Aquifer Test Setup Kukuiula WWTP

Injection Well Installation Report

Figure 2 July 2002


Mr. Tom Shigemoto

-


COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU, HAWAII 96809

December 9, 2004

Kukui'ula Development Co. (Hawaii) LLC P.O. Box 430 Koloa, HI 96756

Dear Mr. Shigemoto:

Kukui'ula Waste Water Treatment Plant Injection Well Installation and Testing Report for Well No. 5328-01

PETER T. YOUNG CHAIRPERSON


JAMES A. FRAZIER CHIYOME L. FUKINO, M.D.

LAWRENCE H. MilKE, M.D., J.D. STEPHANIE A. WHALEN

YVONNE Y. IZU DEPUTY DIRECTOR

5328-01.wcr

We have received the subject report, documenting the details of the well's construction, geologist's log, and data from pump and injection tests. We will accept this report in lieu of the Well Completion Report that is required under Condition 7 of the well construction permit that was issued for Well No. 5328-01 on July 18, 2002. We understand that Well No. 5328-01 is now proposed for conversion to an injection well and have confirmed with the Department of Health that a conversion application has been submitted. However, should the injection well application be withdrawn or be denied by the Department of Health, the Commission may resume jurisdiction to ensure that the well is either properly capped or sealed in accordance with Commission standards to prevent possible future contamination of underground water resources.

If you have any questions, please contact Lenore Y. Nakama of the Commission staff at 587-0218 or toll-free at 974-4000 (Hawaii), 274-3141 (Kauai), 984-2400 (Maui), or 1-800-468-4644 (Lanai & Molokai), extension 70218.

Sincerely,

LYN:ss

c: Barry Simmons, Oasis Water Systems Chauncy Hew, Safe Drinking Water Branch, Underground Injection Control Section

Tom Nance Water Resource Engineering

Ms. Yvonne Izu Deputy Director Commission on Water Resource Management Department of Land and Natural Resources State of Hawaii P. O. Box 621 Honolulu, Hawaii 96809

Dear Ms. Izu:

04 OCT 25 A a: 5 8

,{, ,1

Report on Kukui'Ula Well NO.1. State No. 5328-01. in Koloa. Kauai

October 22, 2004 04/457 (04-39)

In response to a discussion with Lenore Nakama of your staff, the attached report by Malcolm Pirnie is submitted for your use. The report provides details of the well's construction, a geologist's log of the formations penetrated during drilling, and data from pump and injection tests.

Sincerely,

gvo~ Tom Nance

Attachment

cc: Tom Hoen - Kukui'Ula Development Company (Hawaii), LLC

680 Ala Moana Boulevard, Suite 406 • Honolulu, Hawaii 96813-5411 • Phone: (808) 537-1141 • Fax: (808) 538-7757· E-mail: [email protected]

KUKUPULA WASTE WATER TREATMENT PLANT

INJECTION WELL INSTALATION AND TESTING REPORT

December 2002

MALCOLM PIRNIE, INC. 4646 East Van Buren Street, #400

Phoenix, AZ 85008

o o KUKUI'ULA WASTE WATER TREATMENT PLANT

INJECTION WELL - AQUIFER TESTING TECHNICAL MEMORANDUM

TABLE OF CONTENTS Page

1.0 INTRODUCTION ................................................................................................. 1

1.1 Potential excess water estimates for injection .................................................... 1

2.0 PRELIMINARY SITE INVESTIGATION ........................................................ 3 ,

3.0 INJECTION WELL INSTALLATION .............................................................. 4

3.1 Drilling ................................................................................................................ 4

3.2 Well Construction ............................................................................................... 5

4.0 AQUIFER TESTING ........................................................................................... 6

4.1 Constant Rate Discharge Aquifer Test ............................................................... 6

4.1.1 Constant Rate Discharge Test Set Up ......................................................... 6 4.1.2 Background Testing .................................................................................... 7 4.1.3 Constant Rate Discharge Aquifer Test ....................................................... 7

4.2 Constant Rate Injection Aquifer Test ................................................................. 7

4.2.1 Constant Rate Injection Test Set Up .................................................... ....... 7 4.2.2 Constant Rate Injection Aquifer Test .................................................. ........ 8

5.0 AQUIFER TEST RESUL TS ................................................................................ 9

5.1 Constant Rate Discharge Aquifer Test ............................................................... 9

5.1.1 Background Monitoring ............................................ .................................. 9 5.1.2 Discharge Test Results ............................................... ................................. 9 5.1.3 Discharge Water Quality .......................................................................... 10

5.2 Constant Rate Injection Aquifer Test ............................................................... 10

5.2.1 Injection Test Results ................................................................................ 10 5.2.2 Injection Water Quality ................................................. ............................ 11

6.0 INTERPRETATION OF TEST RESULTS ..................................................... 12

6.1 Aquifer Testing ................................................................................................. 12

6.2 Water Quality .................................................................................................... 13

7.0 DISCUSSION AND RECOMMENDATIONS ................................................. 14

7.1 Comparison to Previous Testing ................................................ ....................... 14

7.2 Injection well permit for I1-3 ............................................................................ 14

8.0 REFERENCES .................................................................................................... 15

3055-012 Kukui 'Ula WWTP

Well Installation/Aquifer Test Report December 2002

Table No.

Table 1

Table 2

Figure No.

Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Appendix

o o

LIST OF TABLES Description

Comparison of Tidal and Background Well Data

Groundwater Quality

LIST OF FIGURES Description

Site Map

Aquifer Test Setup

Background Groundwater Levels and Sea Level Data vs. Time

Discharge and Recovery Data vs. Time (Discharge Aquifer Test)

Injection and Recovery Data vs. Time - Monitor Wells

Injection and Recovery Data vs. Time - Injection Well

APPENDICES Description

Appendix A Drilling Permit

Appendix B Injection Well Drilling Log

Appendix C Sea Level and Background Groundwater Data

Appendix D Extraction Test Data

Appendix E Injection Test Data

3055-012 Kukui'VIa WWTP

ii Well Installation! Aquifer Test Report December 2002

o 1.0 INTRODUCTION

Malcolm Pimie Inc., under contract with Kukui'Ula Development Co. (Hawaii),

LLC, (Developer), installed and performed aquifer testing on a new injection well (IJ-3)

at the existing Kukui 'Ula Wastewater Treatment Plant (WWTP) in Koloa, HI. This

document provides a detailed description of the work completed, which consisted of the

following major tasks:

• conduct a preliminary site investigation

• drill and install one injection well

• conduct a constant rate discharge test on the new well

• conduct a constant rate injection test on the new well

• analyze and interpret the aquifer test results

The purpose ofthe new injection well is to replace the damaged well IJ-l (Figure

1), and to accommodate injection of potential excess effluent that will be produced by the

Kukui'Ula WWTP (Figure 1 and Figure 2). The WWTP will serve a planned

development of up to 3000 homes as discussed in Section 1.1. During periods of heavy

rainf~ll, lower irrigation uptake, and full basin storage capacity, excess effluent may need

to be injected into the subsurface.

1.1 POTENTIAL EXCESS WATER ESTIMATES FOR INJECTION

To estimate the amount of excess treated wastewater that will be produced at the

WWTP, a water balance was calculated using the Blaney-Criddle Model. An assumption

of 3,000 homes with 100% occupancy for the planned development area was used

(Malcolm Pimie, 2002a). This model considers precipitation, peak wastewater flow, and

irrigation of the surrounding area. Where the production of water exceeds the irrigation

demands, an excess of water will be produced and will need to be disposed of.

The time period in which wastewater flow and rainfall are calculated to be in

excess of irrigation demands occurs during the months of October through January. The

maximum excess occurs in December and is estimated to be 13,130,000 gallons for the

month. Control structures have been designed so that the maximum peak flow of excess

wastewater is not expected to exceed 300 gpm. The total estimated maximum excess for


Well Installation/Aquifer Test Report December 2002

o the 4 months is 30,800,000 gallons, which translates to an average flow of 175 gpm over

the four months. During the four-month period when excess wastewater will be

produced, i.e. cannot be used for irrigation, the excess treated wastewater may be injected

into the shallow aquifer.


2 Well Installation! Aquifer Test Report December 2002

o 2.0 PRELIMINARY SITE INVESTIGATION

A preliminary site investigation was conducted to determine the location of the

new injection well, and to identify geologic and cultural features that may limit recharge

activities. The preliminary site investigation included:

• a review of published geologic reports, hydrologic reports, and maps on the local area and wastewater treatment plant

• a review of the most recent development plans for the study area

• a site reconnaissance survey by a geologist from Malcolm Pimie

• a technical memorandum summarizing the investigation (Malcolm Pimie, 2002b)

Based on the information gathered during the preliminary investigation, it was

determined that the optimum placement of the new injection well (IJ-3) should be

directly south of the existing lagoons, near recharge wells IJ-l and IJ-2 (Figures 1 and 2).



3.0 INJECTION WELL INSTALLATION

The following sections summarize the fieldwork conducted during the fourth

quarter of 2002 by Oasis Water Systems (the drilling company) at the Kukui'Ula

wastewater treatment plant. Drilling and well installation activities were observed and

documented by Malcolm Pimie field personnel, and were conducted in accordance with

Kauai County Department of Water Supply guidelines. Injection well IJ-3 was drilled,

constructed, and tested on property owned by Alexander & Baldwin and McBride Sugar

Co. Ltd. between September 05,2002 and October 1,2002. The well was placed 34 feet

northwest of well IJ-1 and 48 feet northeast of IJ-2 (Figure 2). The Sate of Hawaii

Department of Health drilling permit for IJ-3 is included in Appendix A.

3.1 DRILLING

The borehole was drilled by Oasis Water Systems using a T4W air rotary drill rig

between September 5, 2002 and September 14,2002. A 12 %-inch diameter tri-cone drill

bit was used to drill the hole to 114 feet below ground surface (bgs). A 12 %-inch

hammer bit was used to complete the borehole to 270 feet bgs. As the drill bit was

advanced, a water/foam mixture was circulated into the borehole to flush out drill

cuttings. The drill cuttings were ejected from the hole and spread out adjacent to the drill

location. A log of the boring was constructed that recorded soil type, lithology

descriptions, top of the water bearing unit, and groundwater elevation during the drilling

process. The lithologic log ofIJ-3 is included in Appendix B.

The depth of the well was originally designed to be 300 feet bgs. Drilling was

stopped at 270 feet bgs because of the considerable water production while drilling, and

difficulty with ejecting drill cuttings from the well past 260 feet bgs. Water production

from the well while drilling was estimated at greater than 500 gallons per minute (gpm)

once the aquifer was encountered. The large, continuous amount of water production

suggested that a very high permeability aquifer had been penetrated, which did not

necessitate a deeper hole for the purpose of this injection well.


4 Well Installation/Aquifer Test Report December 2002

c o 3.2 WELL CONSTRUCTION

Final well construction was completed between September 26, 2002 and (

September 27, 2002 by Oasis Water Systems. In the upper 134 feet of the well, 6-inch

inner diameter, blank, low-carbon steel casing was installed and grouted into place. A

catch basket was fixed at 133 feet bgs to hold the first lift of grout in place. A small

amount of drill cuttings were shoveled into the annular space on top of the catch basket to

ensure the grout would not leak into the open well below 132 feet bgs. The bottom 5-feet

of grout was poured into the annular space of the well as un-mixed dry powder. The

bottom 5 feet of grout was allowed to harden and set up for approximately 24 hours prior

to adding the final cement grout seal. The remainder of the annular space was filled with

grout using premixed cement-grout from a Redi-mix cement truck. The bottom 134 feet

of the well was left as a 12'i4-inch uncased open-hole for injection purposes. As of

October 30, 2002, the well is capped with a lockable, hinged well casing that is

completed 2 feet above ground surface. The well diagram of IJ-3 is included in

Appendix B.

3055-012 Kukui 'U1a WWTP


o 4.0 AQUIFER TESTING

Background groundwater level monitoring, constant rate, and injection aquifer

tests were performed to help determine how much water the new injection well can

accept from th~ treatment plant without ad,:,erse mounding effects. In each of the tests,

water level data was collected from wells IJ-l, IJ-2, and IJ-3, using pressure transducers

and electronic water level probes.

4.1 CONSTANT RATE DISCHARGE AQUIFER TEST

4./'/ Constant Rate .Discharge Test Set lP Oasis Water Systems temporarily installed a submersible pump into well IJ-3,

which was powered by a portable diesel generator. As the pump was lowered into the

well, 21-foot sections of 4-inch diameter steel discharge pipe were connected to the pump

until the pump intake valve was approximately 157 feet bgs. As the pump was lowered

into the well, two open ended, I-inch diameter sounding tubes were affixed to the steel

discharge pipe to allow for accurate measurements of the water level during testing. At

approximately 3 feet above ground surface a 4-inch flexable hose was attached to the top

of the steel discharge pipe. This line diverted flow parallel to the ground, toward the

discharge point located approximately 500 feet to the north of IJ-3 (Figure 2). An in-line

flow meter was placed 4 feet from the well, and a control valve was placed 2 feet after

the flow meter. A slight incline of the discharge hose was created in the direction of flow

to help maintain a full pipe for accurate flow measurements.

During the groundwater extraction test several instruments were used to monitor

or calculate the groundwater elevation, groundwater chemical parameters, and the

discharge rate of the pump including:

• An eight-channel Hermit 2000 data logger with 3 pressure transducers that were placed in wells IJ-l, IJ-2, and IJ-3

• Three electric Solinst water level probes that were placed in wells IJ-l, IJ-2, and IJ-3

• A digital in-line flow meter/totalizer

• A Hydac pH/conductivity/temperature indicator


6 . Well Installation! Aquifer Test Report December 2002

4./,2 ./lacKground Testing

Groundwater levels were monitored for two days prior and two days after aquifer

testing with the use of pressure transducers and electronic water level indicators. The

purpose of the background tests was to determine the impact of tidal variation and other

"noise" that would affect the data collected during extraction and injection testing.

4. /.3 Constant.R ate .Discharge A qu(/er Test

Discharge testing was performed from September 23, 2002 to September 26,

2002. Three separate tests were conducted including:

• a step test to determine the pump rate

• a constant rate 300 gpm test ran for 24 hours with 24 hours of recovery monitoring

• a constant rate 300 gpm test ran for 20 minutes with 40 minutes of recovery monitoring

. Data from the test was collected from pressure transducers in pumping well (IJ-I)

and the surrounding monitoring wells (IJ-I and IJ-2). Data was also collected by taking

hand measurements with the electric water level probes. This data was used to

substantiate the digital data collected by the transducers. Discharge water from the

testing was pumped approximately 500 feet north of IJ-3 into the empty lagoons on the

east side of the wastewater treatment plant.

4.2 CONSTANT RATE INJECTION AQUIFER TEST

4..2./ Constant .Rate ./njection Test Set LP Oasis Water Systems installed a 4-inch diameter, steel injection pipe into the well

that extended 140 feet bgs. As the injection pipe was lowered into the well, two open

ended, I-inch diameter sounding tubes were affixed to the injection pipe, allowing for

accurate measurements of the groundwater during testing. An 8-inch flexible hose was

attached to the top of the injection pipe at approximately 3 feet above ground surface.

The 8-inch hose was connected to a 12-inch irrigation pipe locate 100 feet to the north of

IJ-3. ITe Water Management completed installation of the 8-inch hose, as well as an

analog in-line flow meter/totalizer and control valve that was placed 5 feet from the 12-

·3055-012 Kukui 'Ula WWTP


inch irrigation pipe. A slight incline of the injection hose was created in the direction of

flow to help maintain a full pipe for accurate flow measurements.

During the groundwater injection test, several instruments were used to monitor

or calculate the groundwater elevation, groundwater parameters, and the discharge rate of

the pump including:

• An eight-channel Hermit 2000 data logger with 3 pressure transducers that were placed in wells IJ-l, IJ-2, and IJ-3

• Three electric Solinst water level probes that were placed in wells IJ-l, IJ-2, and IJ-3

• An analog in-line flow totalizer at the injection point

• An analog in-line flow meter at the irrigation pump station

• A Hydac pH/conductivity/temperature indicator

-1.2.2 Constont.l? ote /n./ection A tJu!fi?r Test

Constant rate injection testing was performed on September 30 to October 1,

2002. Two separate tests were conducted including:

• A 400 gpm injection test ran for 2.5 hours with 3 hours of recovery monitoring

• A 400 gpm injection test ran for one hour with one hour of recovery monitoring

Injection water was supplied by ITC Water Management Kauai. The water was

sourced from the Aepoeha Reservoir and filtered at the Irrigation Pump Station down

gradient of the reservoir (Figure 2). Data from the test was collected from pressure

transducers in the injection well (IJ-l) and surrounding monitoring wells (1J-l and IJ-2).

Data was also collected by taking hand measurements with the electric water level

probes. This data was used to substantiate the digital data collected by the transducers.

The injection test was scheduled to be run for 24 hours; however, there was not an

adequate supply of water available.



5.0 AQUIFER TEST RESULTS

5.1 CONSTANT RATE DISCHARGE AQUIFER TEST

5/./ .BacKground Monitoring

Drawdown and recovery observations were recorded before and after aquifer

testing at the site injection wells. Data recorded by the hermit data loggers showed the

following at IJ-l, IJ-2, and IJ-3:

• A sinusoidal trend of rising and falling groundwater levels with a maximum ' change of 0.5 feet (Figure 3)

• The sinusoidal trend closely mimics the trend of tidal fluctuation recorded contemporaneously at Nawiliwili Harbor by the National Oceanic and Atmospheric Association (NOAA)

• The trend of the two data sets is offset in time. The tidal signature observed at the coastline does not appear at the injection wells for an average of 2.5 hours (Figure 3 and Table 1)

• The time lag between the two trends varies significantly depending on the phase of the tide (Table 1)

• when the magnitude of the peaks and troughs from the two data sets are compared, the magnitudes of the injection well data are approximately 30% of the magnitude of the tidal data (Figure 3 and Table 1)

Transducer data and sea level data collected during the background tests are included

in Appendix C.

5/,2 .Discharge Test /fesults

Drawdown and recovery observations were recorded during the 24 hours of

constant rate pumping and 24 hours of recovery monitoring. Data recorded by both hand

measurement and the hermit data loggers showed the following:

• A constant pump rate of 300 gpm was maintained at IJ-3 for 24 hours during the extraction phase of the test. This rate was the maximum rate the temporary pump could generate as determined by the step testing

• The tidal-like trends observed in the background monitoring tests were also observed at IJ-l, IJ-2, and IJ-3 during the pumping phase of the test. (Figure 4)

• The drawdown effect at IJ-l, IJ-2, and IJ-3 caused by pumping was minimal and was negated by tidal fluctuations (Figure 4)

3055-012 Kukui 'UIa WWTP


• The recovery of the groundwater table at IJ-l, IJ-2, and IJ-3 was minimal and was overprinted by the tidal fluctuations (Figure 4)

A second extraction and recovery test was run for 20 minutes to assess

repeatability of the first data set. Similar results were observed between the two tests.

Data collected during the extraction tests is included in Appendix D.

5./..1 .Discharge Irater {lualily

Water samples were collected on September 25, 2002 from the discharge line of

the pumping well (IJ-3) and were analyzed by Aqua Engineering for total organic carbon

(TO C), pH, total dissolved solids (TDS), chlorides, specific conductivity, nitrate-nitrite,

fecal coliform, and Dissolved Oxygen. Results from the analyses are provided in Table 2

and are summarized below.

• Fecal Coliform = 13mpnll00~ ~( ~J"\'-" \ JJV

• Chloride = 50 mg/L

• Specific Conductance = 6200 umhos/cm

• TDS = 3840 mg/L

• Dissolved Oxygen = 5.75 mglL

• Nitrogen (nitrate-nitrite) = 1.56 mg/L

Field measurements of pH, temperature, specific conductance of the discharge

water were also collected during testing. Specific conductance was consistently around

5,900 umhos/cm, pH ranged from 6.4 to 6.7, and temperature ranged from 76-78 degrees

Fahrenheit.

5.2 CONSTANT RATE INJECTION AQUIFER TEST

5.2./ /11/ectiol1 rest.i?esults

Drawdown and recovery observations were recorded during the 3 hours of

constant rate injection and 3 hours of recovery. Data recorded by both hand

measurement and the hermit data loggers showed the following:

• A continuous injection rate of 400 gpm was maintained for the duration of the 3-hour test



c o • The tidal-like trends observed in the background monitoring and extraction

tests were also observed at IJ-1 and IJ-2 during the injection phase ofthe test. (Figure 5)

• A counterintuitive drawdown response was observed at the injection well (IJ-3) of approximately 1.5 feet (Figure 6) .

• The "mounding" effect at IJ-1 and IJ-2 was insignificant and was negated by tidal fluctuations (Figure 5)

• The recovery of the groundwater table at IJ-1, IJ-2, and IJ-3 was minimal and i was overprinted by the tidal fluctuations (Figures 5 and 6) I

A second injection and recovery test was run for 60 minutes to assess the

repeatability of the first data set. Similar results were observed between the two tests.

Data collected during the injection tests is included in Appendix E.

5.2.2 ./n/ection Water gualily

During the injection testing, water samples were collected on October 1, 2002,

from the injection line and were analyzed by Aqua Engineers for TDS, chlorides, specific

conductivity, nitrate-nitrite, fecal coliform, pH, and Dissolved Oxygen. Results from the

analyses are provided in Table 2 and are summarized below:

• Fecal Coliform

• Chloride

• Specific Conductance

• TDS

• Dissolved Oxygen

• Nitrogen (nitrate-nitrite)


= Not detected

= 49.2 mglL

= 223 umhos/cm

= 114 mg/L

= 1.34 mg/L

= Not detected


c 6.0 INTERPRETATION OF TEST RESULTS

6.1 AQUIFER TESTING

Data from both the extraction and injection aquifer tests showed similar results

from which the following interpretations have been made:

Well Capacity:

• There was a drawdown response of less than one foot at the pumping well when a constant pumping rate of 300 gpm was applied. This minimal drawdown response indicates high formation permeability .

• There was a mounding response of less than 0.01 feet at the injection well when a constant injection rate of 400 gpm was applied. This minimal mounding response indicates high formation permeability

• Based on the observations the new injection well will be able to handle greater than 500 gpm without significant mounding

• The new injection well has a much greater capacity to accept treated effluent than the two existing wells combined

Tidal Influences:

• The groundwater is hydraulically connected to the ocean as indicated by the tidal fluctuations and salinity levels observed at the wells

• Groundwater levels at the injection wells fluctuate and respond to tidal changes, and show an average time lag of 1.5 hours from the tidal sequence

• The tidal influence on groundwater levels is at least 30% of the tidal range observed at the nearest NOAA gage station in Port Allen, HI

An attempt was made to filter out the tidal influence on the transducer data in

order to accurately calculate the permeability and transmissivity of the aquifer beneath

the site using standard hydrologic calculations (Cooper, H.H. and C.B. Jacob, 1946; and

Theis, C.V., 1935). The negligible impact of both the pumping and injection at IJ-3

combined with subsurface heterogeneities and potential barometric influence do not

allow for a statistically significant filtration. Order of magnitude calculations to

determine the transmissivity of the aquifer indicate that transmissivities may range from

500,000 to 1,000,000 gpd/ft.

3055-012 Kukui'Ula WWTP


c 6.2 WATER QUALITY

The shallow aquifer is predominantly saline as indicated by the high conductivity

of the discharge water as measured by field parameters collected during aquifer testing.

The specific conductance of the discharge water was approximately 6000

microsiemens/cm, which equates to a TDS of 3500 to 4500 mg/I. This observation is

substantiated by previous salinity profiles that were conducted on wells IJ-1 and IJ-2

(Malcolm Pimie, 2002b).

During the extraction phase of the aquifer testing, fecal coliform was detected at i

13 mpn/lOOmL. Additionally, TDS were detected at 3840 mg/L indicating that this

aquifer is not suitable as a drinking water supply aquifer.

Water quality results from the injection test water were low in TDS (114 mg/L)

and fecal coliform was not detected. The injected water does not pose a threat to the

aquifer into which the water was injected.



~\ (

!"" ~ .'-" -..",,/

7.0 DISCUSSION AND RECOMMENDATIONS

7.1 COMPARISON TO PREVIOUS TESTING

A previous aquifer injection test at· the site, ran at a rate of 120 gpm, showed

greater than 20 feet of head build-up (mounding) at IJ-1 and greater than 30 feet of

mounding at IJ-2. In contrast, the new injection well, IJ-3, has shown a negligible

mounding of less than 0.01 feet with an injection rate of 400 gpm. The new well far

exceeds the capacity of the existing wells and can likely handle greater than 500 gpm

without significant mounding. This exceeds the expected maximum excess peak flow of

300 gpm of wastewater from the wastewater treatment plant. At a rate of 300 gpm, no

significant mounding is expected to occur at IJ-3.

7.2 INJECTION WELL PERMIT FOR IJ-3

Additional permitting is required from the State of Hawaii before well IJ-3can be

used as an injection well for wastewater effluent produced by the Kukui'Ula WWTP. It

is recommended that the necessary permits be applied for from the appropriate State

agency.



c o 8.0 REFERENCES

Cooper, H.H. and C.E. Jacob, 1946. A generalized graphical method for evaluating

formation constants and summarizing well filed history, American Geophys. Union

Trans., vol. 27, pp. 526-534.

Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the

rate and duration of discharge of a well using groundwater storage, American

Geophys. Union Trans. Vol 16 pp. 519-524.

Malcolm Pimie, 2002a. Wastewater Flow Calculations. Person Correspondence (Client

Fax), February 7, 2002.

Malcolm Pimie, 2002b. Technical Memorandum: Kukui'Ula Wastewater Treatment

Plant, Task 4: Proposed Injection Well (July, 2002).


15 W ell Installation/Aquifer Test Report December 2002

r----~ ~

-

TABLES

RECYCLED PAPER

1

Table 1 Comparison of Tidal and Background Groundwater Level Data

Tidal Data Summary Background Injection Well Summary (U-l)

Tidal Sea Level Sea Level

Well Level Well Level Fluctuation Sea Level Time Well Level Time

Condition (feet MSSL) (feet)

(change in feet) Fluctuation (feet)

High Tide 1.38 1.11 09/23/200216:48 -0.227 0.283 09/23/2002 18:25

Low Tide 0.27 09/23/2002 22:42 0.056 09/24/2002 1 :55

High Tide 1.79 09/24/2002 5:24 -0.225 09/24/20028:05

High Tide 1.92 1.47 09/26/2002 7:06 -0.236 0.359 09/26/2002 10:41

Low Tide 0.45 09/26/2002 23:36 0.123 09/27/20022:01

High Tide 1.99 1.5 09/27/2002 8:24 -0.350 0.313 09/27/200212:01

Low Tide 0.49 09/28/2002 0:48 -0.037 09/28/2002 2:41

High Tide 1.95 1.43 09/28/2002 9:54 -0.444 0.5 09/28/2002 12:41

Low Tide 0.52 09/29/20022:12 0.056 09/29/2002 4:01

High Tide 2.02 09/29/2002 10:36 -0.359 09/29/200212:21

* WLFISLF = Well Level Fluctuation / Sea Level Fluctuation

Average Percent Difference of Amplitude Range

Average Time Lag (minutes) for High Tide

Average Time Lag (minutes) for Low Tide

Average Time Lag (minutes) for all data

26% 160 140 152

1 Standard Deviation

6%

52

39

46

Comparison

WLF/SLF* Time Lag (percent) (minutes)

25% 97 193 161

24% 215 145 ()

21% 217 113

35% 166 109 105

()

12112/2002

Table 2 Extraction and Injection Water Quality Data

Extraction Water Quality Data Sample

LabID Lab Collection Date Analyte Result Reporting

Units Dilution Date Date

Batch ID Matrix ID Limit Factor Prepared Analyzed IJ-3 0209164-01A Oceanic Analytical 09/26/2002 8:25 Fecal Coliform ~ 2 mpnl I oomL 1 09/26/2002 09/29/2002 R17128 AQ IJ-3 0209164-0IB Oceanic Analytical 09/26/20028:25 Chloride lW 50' m<Y/L 50 10/09/2002 10/09/2002 R17070 AQ IJ-3 0209164-0IB Oceanic Analytical 09/26/20028:25 Specific Conductance 6200 10 umbos/cm I 09/26/2002 09/2612002 R16873 AQ IJ-3 0209164-01B Oceanic Analytical 09/26/20028:25 Total Dissolved Solids (Residu, Filterable) 3840 25 mg/L I 10/01/2002 10/0112002 R16999 AQ IJ-3 0209164-01C Oceanic Analytical 09/26/20028:25 Dissolved OXYl'en 5.75 0.1 mg/l. 1 09126/2002 09/26/2002 R16877 AQ IJ-3 0209164-01 D Oceanic Analytical 09/26/20028:25 Nitrogen (nitrate-Nitrite 1.56 0.05 m<Y/L I 10/10/2002 10110/2002 R17101 AQ

Injection Water Quality Data IJ-3 0210009-01 A Oceanic Analytical 10/011200210:15 Fecal Coliform ND 2 mpnllOOmL I 10/04/2002 10/04/2002 R17127 AQ IJ-3 021Ooo9-01B Oceanic Analytical 09/26/200210:15 Chloride 49.2 50 m<Y/L 50 10/0912002 10/09/2002 R17070 AQ o IJ-3 021oo09-01B Oceanic Analytical 09/27/200210:15 Specific Conductance 223 10 umbos/cm I 10/0112002 10/0112002 RI7039 AQ IJ-3 021ooo9-01B Oceanic Analytical 09/28/200210:15 Total Dissolved Solids (Residu, Filterable) 114 25 mg/L I 10/0712002 10/07/2002 R17059 AQ IJ-3 021OOO9-01C Oceanic Analytical 09/29/200210:15 Dissolved Oxygen 1.34 0.1 mg/L I 10/01/2002 10/01/2002 R17073 AQ IJ-3 0210009-010 Oceanic Analytical 09/30/200210:15 Nitrogen (nitrate-Nitrite ND 0.05 mg/L I 10/10/2002 10/10/2002 R17101 AQ

o

1211212002

FIGURES

RECYCLED PAPER

\.

I~.' /I

II ............. J It ,. ...... " , ""-";:"'---, "

'I _.~~::: /I /f .-=," __ I( .....;~_I

,t,t .. ?-- (,t'¢ .,. __

;.4,£ - ~ =:~ ./it

EXPLANATION

New Injection Well III U-3

t:::::::::::l Kukuiula WWTP o Property Outline 2000 ~ ---

M:/3055012/GISlInjection _ wellJeport.apr

o 2000 A

.~~\ ,. '~~~

---;''- ) /J \

,1/ ...... -----c'r ~ q . "--...·1 ". -"", =- \

l' .,~:;,) rf t/, ,I' l::::.:::l"~_.~ .

~

4000 Feet

'\ \

-~ \<r=-=-_,;

----,0 I

C, __ _

~,-------//

~ Site Map

Kukuiula WWTP Injection Well Installation Report

Figure 1 July 2002

EXPLANATION

Field Locations ® U-I ® U-2 ® U-3

CJ Property Outline

o Kukuiula WWTP

M:/30550 12/GISlInjectioD_ wellJeport.apr

250 0 250 ~~~~iiiiiiiiiiiiiiiiiiriil~~~~~~i-iiiiiiiiiiiiiiiiiiiiiiiiiii~5~OO~~~~~~750 Feet

Aquifer Test Setup Kukuiula WWTP


Figure 2 July 2002

i--~--~-~~~~~--~~~~~~------------

2.5 ----~------------~--.-----.-----.----------.-----.-.-----------.----~--- ------------------------ -1.5

. .

~ Pre-testing ~ Extraction Test (no data shown) --;~~:4I4---------- Post Testing ------------.~: i : See Figure 4

2 +----~-----+--------------~------~--------------~7_--+ -I

=:i' 00

~ o:i .. j 1.5 '" ...

00

"" c ·0 ... =-00 ... ~ c 1 '" ... ::; ... .. Q

,.Q

h +-~+---+----~~-~~~-~~~~--~-~-_1~~--~~-~-~~---~~r_~~--~~_,~~~~~+ ~.5 ~

j .. ... ... '" ~

"CI C = Q ..

0 '" .s ... ~ c '" -= u

'" ... ... ... ... 0.5 +-~--~~_4~r_-~-~-~~-----~~~--~-~~_u~---~~~~~------~--~---+0.5

o +-------~-------~-------,-------,-------,--------,--------+ 1

9/23/020:00 9/24/020:00 9125/020:00 9/26/020:00 9/271020:00 9/28/020:00 9/29/020:00 9/30/020:00

Date and Time

---Tidal Fluctuation* ---Pre-testing (U-l) -Pre-testing (U-2) -' ...... Pre-testing (U-3) ---Post-testing (U-l) Post-testing (U-2)

* Tidal Data obtained from NOAA Nawiliwili gauge station

Background Groundwater Levels and Sea Level Data vs. Time Kukui'Ula WWTP


Figure 3

October 2002

I~~~;-,-··--.---- ---.... -.-.-. -----------.------------.-----.--------- .... ---.- ---------------.--.-----.----.----.. - ----------~-.-------.--.- .--------~---------------------------.---~-----.- -1.5

I

I

300 gpm }Dmping phase ~ .... -- Recovery phase

(1440 minute monitoring phase) (1440 minute monitoring phase)

2 +-------~----------------~----------------~-----------+-1

01 1.5 +-----j---+--+------------------+--------\jl+----------------+---+---"I~---------___t_ -0.5 ~

~ 1;:

1 +--+----~~--~---1_----+_--~

0.5 -t-I-----------;----------+----+---------7---------~_____£------7------------.oll_c___.l_ 0.5

o +---------~-------~--------~--------,---------,---------+ 1

9/24/020:00 9124/0212:00 9/25/020:00 9/25/0212:00 9/26/020:00 9/26/0212:00 9/27/020:00

Date and Time

---TIdal Fluctuation* ----U-l (Active Pumping) --U-2 (Active Pumping) a. U-3 (Active Pumping)

---U-l (Recovery) U -2 (Recovery) ......... U-3 (Recovery)


Discharge and Recovery Data vs Time (Discharge Aquifer Test) Kukui'Ula WWTP


Figure 4

October 2002

l 1:1 = e " .5

2.5 -,-----------------------------------------------

(II 400 g)Xll A: Reco~ry

extraction phase : phase

(180 minute monitoring peri !,.: (180 minute monitoring period) 2 +--------------------~--~--+-----~~---------------------------------+-1

~ rJJ rJJ

6 [) Ol .. ~ 1.5 -0.5 ~ e'I G.l

rJJ CJ

c:: '0 G.l Q..

rJJ G.l .-=:

rJJ

= 1 0 e'I

~ G.l .. 0

-= e'I -G.l G.l r-.

0.5 - 0.5

0+------------,------------,------------,-------------+1

1011/020:00 10/11026:00 1011/0212:00 10/1/0218:00 10/2/020:00

Date and Time

---Tidal Fluctuation* ---U-l (Acti~ Injection) '--U-2 (Acti~ Injection) ---U-l (Reco~ry) U-2 (Recowry)


Injection and Recovery Data vs Time - Monitor Wells 11-1 and U-2 on October 1,2002 Kukui'Ula WWTP


Figure 5

October 2002

~ '"' ... -e'I ~

"'C = ::I 0

'"' " .5

G.l ell = e'I

-= U

-2.5 __ ~_~. _______ •• ____ • ________ " ________ ~~~ ________________________ 0 __ •• __ ~_._. ______ ••• ___ ~ _____ • _. __ • _________ • _____ • ___ ._~ ____ ~ _________ ._ ---_" __ .~~._, ____ - ---__ "_~_

i Reco~ry Ii

;.. Injection phase ~... phase ~.

i -2 +-----·1~~~~ (180 minute monitoring period) ~~~.--~---i--~~--~- (180 minute monitoring period) ~~--~~+i ~~~~~---1ill

-1.5 , I ~~~~~---l

400 gpm

'"§ : ~ II ~: Static Water Level ~ ~ -1 +-~~~!~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~~~~~~~--~

~ ~ I \ l i ~ ~ -0.5 +--~-'--4-I'-~~~~c:--~~~---\--\~~~~il-I\~~~~-----------+----~-lh

~ 'l ~1 ~ I 0 -j------~>-------------,,-E-o----------.----------------------.------I.-...... "'"'IIIIfHI~~""' ..... ~ .... ~~~~;;;;r_---~______1

'1:S=c ~ I ~ 5 I ~ 0.5 +-~~~-~~~~_.~~~B_~~~~~~ __ ~~~~~-~~~~~~~--~~~~~~~~~--~~~~-7~~~--~~ .5 ... '1

j ~ l+--_~~~,~mHl~U~~~-~A4rl,~~*_~~~I~~~~l------------------~:--------l =; : ., ~, ~j

~ ~~t

"

1.5 +--~H-II-ff---H-----\-~~-'I'----a.-IIH-I-I-H-----4-IU--f--l---------------;--------j

2+-~_+~~~~---~~~~--~~~~~~~~--~~~-~~~~~~--~~~~~~~~--~~~~~~~~~--~

i 2.5+-~~~~~~~~~~~--~~~~~~~~--~~~~~~~~~--~~~~~~~~--~~~~~~~~~~~~

3 +---------~--------_,--------_,---------,----------,_--------,_--------,_--------_,------~_,--------~

14:52 15:07 15:21 15:36 15:50 16:04 16:19 16:33

I Q U-3 (Acti~ Injection) -..- U-3 (Reco~ry) I

Injection and Recovery Data vs Time - Injection Well 11-3 on October 1,2002 Kukui'Ula WWTP


16:48 17:02 17:16

Figure 6

October 2002

I

--

A

RECYCLED PAPER

~ t"Jf!tr'.-..- .

,~

8/23/02

State Of Hawaii Water Commission A IT: lenore Nakama

Dear Lenore,

Oasis Water Systems, Inc. P.OBOX535

KILAUEA, HI 96754 Phone: 80B-B28-e876

Fax # 808-567-0219

Please be advised that Oasis Water, Inc. License No. C-21457, We will begin work on well # 5328-01 In the next few weeks.

Sincerely,

Steve Goldberg Oasis Water inc. C-214S7

t:-· ~

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'HI.:lt:. tJ.:l __ • __ • ___ ~ ._.~_ _ ____ ~~rr~ UM~~~

AUu.22-2002 THU 01:19 PH A &. B PROPERTIES INC. FAK NO. 8~142277S P. 02/02

'~$'''''''''

C :-..J WELL CONSTRUCTION PERMIT lWlSYiyla No.1, Well No. 5328.q1

Note: Thla ~rmJt .w be prw111nently displayed at lite Me untJl the wotk Is ~m~d

II'! ea::crdance WIti'I Oepal1mant Of l.snd and NaiuJW ~, CommIIikm on WtDt Resource Managem1lnfs Administrative RUJ95. Section 13-168. riUed "Water Ute. W. and StnIIWJI DI\<orwion WQtkaR

• til. doCument J)t'n'nits the aln8tnJetion and ~etlng Qf Kukuiula No. 1 (Wall No. 5328-01) .. ~luIa WasW!Water Trqtment Plant. Keual. TMt< 2-0-04:3e. 6UOJ8Ct 10 the Hawa" Well Q:lnstnJctIon & P4lrnp lnatallation Standards (11211$7) whfch IncWda bUt In! not Imtted 10 the following conditions:

'. a.

3,

4.

S.

6.

TM a.I~ d ,,. CcrrmIaIotI 01'1 WrlIt Re!Ia«.trce ~ (CornmIIsIan), P.O. Box SZ1, HonolulU. HI S6809, shaH be I101Ifled. 11'1 writing. 8\ .... t bt,o t2) WAltks befOre any WOIi ~ by 1NB pwrnit ~ ancf sbIff.,., bIII.<MICI t; IMPtOlIna*tIon actIllllies in aocordance with 813-18&-16. Hawaii ~htIIIa AuIM.

'me well aptllttl!t shill bt tel cons1rudJI;r! Il!ld Iesttng ~um 1 tMnc:tI CIIilmtll« mOl'lllOr U>e IIheII be pemtaJ= 1M fn ,,~ to 1he ~11NIfl.1O NCOtd wakW IM&I. 1'n8!l!1' ~.OPeraI.or, andlaf Mil owner wnn II1e and <lOnCIuCt a 0dmIlInIl ".In ~ 1116-~rdt a pump .. a"" WOl1lsf\n\ 1& 1ft8~). TM~, ~"",, OIIdIor .... owner ... $\I.Vnit t.o ~ .... _t " • batla tor ~PCrlin9 an IClPJICi&tiM ndto ~ • """'nent and wtItldraw W8W Tar ~ No pemlIIIl$nt pcm'Ip may tit lnstaU.d unaJ • pwnp InslalliltlOO perrilIt Is ~. _ued b)'1he ,

In bMat CJOUnG wata.1.~,~Df H \WII mav not.aood ~ (1~' Qf b Ih8OteIIC8J fIIic:kntse (41 limes initieI head) of Ihe basal QRIUnCI Wd/'UI'1IeIa~ ~ byfhe C~.

TM~IiMt, 'WI QPtfJItQI', Mdlor well" QIrWNII' h. ~ miIiodon mu8UI'I!S to ~wnt ~OIton csebrta from enwIng the aquA~O en t, fDsclleOule WOI'k 10 8\IOId period& of hIGh • a'ICI to ~ any ~..,.., _ ~ .. pOllllbl6.

~ 1Ml eutlsurfItCe culturtt ~ aurot\ D ~. ~s at CCf1CIIt)IrlItian8 of _'" or Citlaroael are anQOUntGted dtll'/l'Ig , the ~rmiu.e. ~~. ~4( _ owner ahaIlstap \IIICIIi( and ecnlllCt lie ~r. HII!OI1O PreIONation immedlalBly .

r,:~l\l"~ .,. TIlt DrccQMO well ~cfian d!;I/I nat ~ 6G\ _1!lA cr tutunt ~ "'" cI waIer In 1tte area, 1ncIudIna any 5U1faCt wetlf Of' ..~ Inl&h$l'IiftOW 1111#1\11"" ThitI '*"* ar ...... atdI\CIA2I1tiQl'1 to CClI1Ib'Uclthe wall wll not OOMtiant. d~1ndon Of ~~ water ~tI.

7, The ~ng w. be IUbmllWd 0 the ~ .,., _ (eo) days after IXImpiedon OI'woOC •• Will ~~ ~. Part •• Well eo..tIvetlOI\ "-ltOI't), b: ~~dnd tD::r~~' ,,*)6U1'11et"Y a ~1-briaed IUMYOl'.

~. Plat ""'" ..cs ml$l = hi uact JocaIiOn of theWII/. e. CornpIaI8 pumping 1eIt reconm.lnClluding titno, pumping ,*, dtIMdown, chloride COI'ItIInt. and other data.

e.

~" 9.

~~~, en</lOr ~ 0'MlIIf'" ClOf'nFIY. JIll appljcabltllws. rUts. and OI'dina"'*i notHIOfI"lpIIInte may bit groundt for

Thft~~cnirmlt ~ ,. I~ lilac> 11* cerrnit by re1etenee and Ie ~ to .... ~ w.u ~etian & PuIllCl Ins -:..= ;Ii_., : HWCPIS). If~ HWCPIS In nOt ~ 1",,18. CIOI'IeeQUtrICIII water is WlGIrJcI at COtItarni1atad," ~ Oft I ,.-a.tt.

10. !W~g(e=-.coc==.if.5~~r:=,;~~~:r'O~~~~~~=-= .........u.~~!!~ ....... .. ~ ~~;U11ttU ="'" . ~. L*'ffiIt ~ be • .,,~ by the Chaitpe.llon US)CIl • PI""!"",, YJ ___ ...... ~_"._ r\ to. ~'F • w.u ~~sublnitlCd ~ Iha ChIII~ no tharI ViI'ee ) mOI'lll'lsI~tp ttt. &Ita ""'~I ..... If !he ~t ~ 1I~rnet. It)e CO".=:: may I8'IOke th$ ~.r Oivlng ~ pettn _. _ Q(l .... tJr. al\Qfcr _ bwr* IIOIIce db tcIIon Ir'ICI an QPPOI1I,IrIRy to be .

11. 1f~IyWIIII" notu _If_~~ It rrMtrmltD&MU*IY C8~. If • ....uJs.tDbe abBndonerl1he/J .... Pfnnl •• WDII openaklr,andlorwell CWl\er musl IPP fora ___ ~nt pe iri.cboldllllCt wfttl 113--168-12(1') PI'IOt lD /lllY"WIII .. nngOlpiugginQWOI1t.

~~~.~~~the~ta~~f!Otnt.t/Id .. JoI1\)'~. CIOrlInic:eor •• and~~,* or' POrOl'oonnectld-Mih lha~ofOf.;';.;:wt. • ,..,~. a/I8, •

12.

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Special GOnditions rn 1he ~ ClDVW ~1tIat IdtI' _ItICOipaa!ed hareIil bV r~~

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Oate of Approval: July .. 1,2002 GIl8ERT S. d'OLOMA-AGARAN: eha Expiratiao Date: JUly ", 2004 Commlsaion 00 Wat.r Resource ManaG8menl

I have read N ~1oM.nd tMna vfthia ~ Mel ~ tMm. 'eoaeJltamf ..... ~ MMt t~ ooncllUons as I pnmtqUislt. anel undtr¥na Mnd/tJQn at my _lt1 W IIfOt*d *'" undetstaIld that I .. Mt COI'I'ImtfIA wGl'll until. and the d!1Uer hav. ~ &!lied, WId Nturmid ......... tt to "'a CommfAiaft. • .-~ that MIl..,.,... ....... ~ My permit oondltlon may be grounds tor IfNf:IOItlGn and

_m·_~""a~~_m--Perrntttee's Si9natute!~ »,;t;. Date: e "1:2 - 'P~ PlfntedName: _~~~.f.. F1trnOt'tate; {,(C_ fr~~u, .... ",,-I-

~Slgnwn: ~ ~ C&7UconuIl:'1I~.'59 Dele:2'l-';)..3-0:>.; Prtnted Name: . : Firm or 11t1e: "AS t 5 ~ Mat... ,.,..$IQft both ~ of".".,..,.", ,..., .. 10_ ,add"" file • __ }'OIM'1'HOI'd..

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·'~~w··· .... USGS ~ dHelllWSAfIt PllnllifttWfttt. w ....... &ndc.e.n Warer'~ I<IUaI ~ dWI.IOt~IIP$IIV

-

B

RECYCLED PAPER

c o LOG OF BORING 1-3

Depth in til

u Feet til

~

0

VL

VL

DMB/A&B Date Started : 09/0912002

U :r: Po. « ~ 0

Date Completed : 09/1412002

Hole Diameter : 12.75"

Drilling Method : Air Rotary

Soil Sampling Method : Grab

DESCRIPTION

BASALT: Cuttings are black to gray, very fine to coarse pulverized basalt; some reddishlbrown material in cuttings. Top 3' of the hole is comprised of successive flows < 0.5 meters thick. Jointing is visible.

BASALT: cuttings are black, vesicular fragments. Some red oxidation.

10-r----~~~--------------------------------------------~ BASALT: Cuttings are black, vesicular fragments. No red oxidation

VL

VL

observed. Some rig chatter @ -12 feet Potential weathered horizon @ -12.5-13.0 feet. Abundant rig chatter and some oxidized fragments from cuttings. Rig chatter @ 13.5'; drilling foam has dirty red coloration.

weathered BASALT: Drilling foam has dirty red coloration to it. Cuttings still have fragments of vesicular basalts.

20-r----~~~------------------------------------------_i weathered BASALT: rig chatter, cuttings are red and black vesicular basalt. Drilling foam has a reddish coloration. VL

VL

VL

BASALT: (hard material) slow drilling. Less rig chatter. Drilling foam is white wI no red hue. Cuttings are black vesicular basalt with some reddish coloration.

weathered BASALT: (soft material) fast drilling. DriIling foam is very red. Little to no rig chatter.

30~----~~ .............................................................................................................................................................................................................................. 1

Company Rep. Northing Coord. Easting Coord.

Survey By

Logged By

Well: 1-3 Elev.:

." ':. ~ ~

(Page 1 of9)

:DMB/A&B : None Available

: None Available : None Available

: J. Manuszak

, .. '.~ .. 6.75" Low-Carbon Steel (LCS) , . . ~ .~

.~~. ~

. •.. o ~

, ,. '.~ .~

.,. ~ .~

, .. .. .~

~~. .~ ., . •

~~. .~ ,,: " .. ", ~

, .. '.~ .;

Cement Grout .;

'.~ , ..

e', .:,

'.~ .~

6.75" Low-Carbon Steel (LCS)

.,.

• .,. ; ;

.; ..

,. ; .;

", " ',; ;

• ••• e',

'; ;

.,. .;

.' ; .i!

~ .~ 6.75" Low-Carbon Steel (LCS)

o IN A~ LOG OF BORING 1-3

~IRNI (Page 2 of9)

DMB/A&B Date Started ; 0910912002 Company Rep, ;DMB/A&B Date Completed ; 0911412002 Northing Coord, ; None Available Hole Diameter ; 12,75" Basting Coord, ; None Available Drilling Method ; Air Rotary Survey By ; None Available Soil Sampling Method ; Grab Logged By ; J, Manuszak

Well: 1-3 U

Elev,: Depth ;a in til p.. DESCRIPTION u <

Feet til p:: ~ 0

30 "'7' ~ weathered BASALT: (soft material)-fast drilling, Drilling foam is red, Little .•.. \: to no rig chatter,

'.~ ,', '.~ .':'

VL .•.. ~~< '.~

.•.. ,:,' .. ~. .~.

", .. ~. .~ .

BASALT: (some rig chatter) - (hard material) slow drilling, In more ". . :,' ',; .~.

- VL competent unit @ 34 feet. ". •... '.~ .~.

.•.. '.~< ',4: weathered BASALT: (soft material) - fast drilling. Drilling foam is red. . ...

',;' .. ". ~~: VL '.~

". ~~-: ',4:

'\ •... .4:'

VL (hard material) . slow .drilling ... Cut!i,ngs are vesicular basalt. .•.. '.~ ,;.

4U ,Drilling foam has slight ied tint, but mostly white, .•.. ~ r-6,75" Low-Carbon Steel (LCS) BASALT: (competent unit) slow drilling, Drilling foam is white, Cuttings

',; ". •...

VL are vesicular basalt - 80% black and 20% red coloration, ',4:' ,;. " . ',4: . 4:' .•..

weathered BASALT: Drilling foam starting to tum red, '.~

.~.~. ,:,' .~.

VL ". ,:,' ',4:' ,; . ". •... ',4: .•. -Cement Grout

BASALT: Drilling foam is white with visible black basalt cuttings. .•.. ~{ ',4:

VL Faster drilling from 46 to 47 ft bgs, .~~ ,:,'

,;.

\', ~{

Drilling foam is white wI visible black '~~'. .:,' BASALT: (hard material) slow drilling, ,;.

basalt cuttings, ". .:,. VL

'.~ .4:' At4S' bgs, weathered BASALT: (soft material) fast drilling, Drilling foam ". •... has turned reddish color, '.~ .~.

:lV BASALT: (hard material) slow drilling (rig chatter) - Drilling foam is white,

'\. ~~-: '\

•... Cuttings are black vesicular BASALT with at least 20% reddish brown color, .;.

". ',4: .4:' VL .•.. ~~< ',;

.•.. ',; .. .•.. ~~: ',;'

~ weathered BASALT: (soft material) fast drilling - rig chatter, Drilling foam .•.. .. ~ . .. is orange, .•.. ~-6.75 .. Low-Carbon Steel (LCS) At 55', 1/2 foot of slow drilling. ',4:'

~' ". '.~: VL ',;

~' .~~ . .. ,; .

. ~~ •... ,;.

" . •... M BASALT: (hard material) slow drilling. ',; .~. 0 .:.' 0 ". M VL '.~ .~. ,.:. ! ~ .i: 60 ........ , . . . .. , , . .. . , " .

Depth in til

U Feet til

:::>

60

VL

VL

VL

VL

VL

VL

VL

VL

VL

VL

o LOG OF BORING 1-3

DMB/A&B Date Started

Date Completed

Hole Diameter

Drilling Method

: 09109/2002

: 09/14/2002

: 12.75"

U s: P-. « c.::

"

: Air Rotary Soil Sampling Method : Grab

DESCRIPTION

weathered BASALT -(soft material) fast drilling. Some weathered basalt fragments visible in orange drilling foam.

BASALT - (hard material) slow drilling - white foam.

weathered BASALT - (soft material) fast drilling - red drilling foam, clay in cuttings - cuttings also contain oxidized and black vesicular basalt fragments.

BASALT - (hard material) slow drilling. Drilling foam is white. Very competent unit. (rig chatter)

weathered BASALT: (soft material) fast drilling - red foam and cuttings.

BASALT: (hard material) slow drilling. Cuttings are black vesicular basalt with some red oxidation.

BASALT: (hard material) slow drilling - white foam, steady drilling (i.e. no chatter). Cuttings are vesicular basalt (black to greenish gray) with less than 2% red clay.

BASALT: (hard material) slow drilling - cuttings are black vesicular basalt with some clay. Some green fragments of basalt.

weathered BASALT - (soft material) fast drilling - foam turned orange due to red clays. white cuttings may be kaolinite.

BASALT: (hard material) slow drilling - drilling foam is white.

Company Rep.

Northing Coord.

Easting Coord.

Survey By

Well: 1-3 Elev.:

o·

';

.~~. . .

. ~

(Page 3 0(9)

:DMB/A&B

: None Available

: None Available

: None Available

: J. Manuszak


" \ 0·.

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.': .':

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Depth in

Feet

9u

VL

VL

VL

100-

VL

VL

110-

VL

VL

DMB/A&B Date Started Date Completed Hole Diameter Drilling Method Soil Sampling Method

DESCRIPTION

: 0910912002

: 09/14/2002

: 12.75"

: Air Rotary : Grab

weathered BASALT - (soft material) fast drilling - cutings have abundant clay chunks. Contains Kaolinite(?) fragments and black to orange basalt.

BASALT: (hard material) slow drilling - cuttings mostly vesicular (green tinted) basalt with oxidized fragments and kaolinite.

weathered BASALT: (soft material) fast drilling - abundant clay fragments in cuttings.

Water Level on September 26th, 2002

BASALT: (hard material) very slow drilling (abundant rig chatter).

BASALT: (very competent unit) slow drilling. Cuttings are basalt with no vessicles. Black with greenish hue. No observed weathered cuttings.

BASALT: (very competent unit) slow drilling. Cuttings are basalt with no vessicles. Black with greenish hue, visible black crystals. Blade1ike structure < I mm in size.

BASALT: same description as above (very competent unit).

120~-----O~L ............................................................................................................................................................................................................................................ 1

Company Rep. Northing Coord. Easting Coord.

Survey By Logged By

Well: 1-3

Elev.:

77 '.~ .~.

(Page 4 of9)

:DMB/A&B

: None Available : None Available : None Available : J. Manuszak

\ 7 -6.75" Low-Carbon Steel (LCS)

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o LOG OF BORING 1-3

Depth in

Feet

120

140

CIl U CIl ;:J

VL

VL

CL

VL


~ :z:: j;l., « ~ 0

Date Completed : 0911412002 Hole Diameter : 12.75" Drilling Method : Air Rotary Soil Sampling Method : Grab

DESCRIPTION

BASALT: (very hard) - slow drilling. Black to grayish-green with white phenocrysts. Some clay, some red oxidation. White drilling foam.

weathered BASALT: reddish-orange, stiff clay. Basalt fragments- may be from previous interval.

Groundwater first encountered, but rose to 100 ft bgs.

CLAY: reddish-orange stiff, wet clay. Some basalt fragments.

weathered BASALT: (soft material) fast drilling. Small fragments of vesicular basalt, basalt, orange clay, and highly weathered basalt.

BASALT: (hard material) slow drilling. Large chunks of vesicular basalt (3-6 VL cm). Drilling foam is white.

150~-----D~1.. ................................................................................................................................................................................................................................ .1

(Page 5 of 9)

Company Rep. :DMB/A&B Nonhing Coord. : None Available Easting Coord. : None Available Survey By : None Available Logged

Well: 1-3 Elev.:

~ .. " . • . ~

: :

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: J. Manuszak

Cement Grout


Cement/Gravel Plug

12.75" Open Borehole

Depth in en

U Feet en

=-ISO

VL

VL

VL

170

VL

VL

LOG OF BORING 1-3


U s:: "" -< IX: 0

Date Completed : 0911412002


Drilling Method : Air Rotary Soil : Grab

DESCRIPTION

BASALT: same as above - (moderately hard material) semifast drilling.

BASALT: (moderately hard material) semifast drilling. Large fragments (2-4 cm) of weathered vesicular basalt.

BASALT: (hard material) slow drilling. Competent unit, very hard. Basalt chips with no vesicles and oxidized phenocrysts.

weathered BASALT: (soft material) fast drilling - weathered basalt fragments, clay, oxidized clay chunks.

Company Rep.

Northing Coord.

Easting Coord.

Survey By

Logged By

Well: 1-3 Elev.:

(Page 6 of9)

: DMB/A&B

: None Available

: None Available

: None Available

: J. Manuszak



DMB/A&B Date Staned : 0910912002 Date Completed : 0911412002


Drilling Method : Air Rotary

Soil Sampling Method : Grab

U Depth :a

in en Po. U «

Feet en c.:: ::> 0

DESCRIPTION

180 BASALT: (moderately hard material) slow drilling.

VL

BASALT: (moderately hard material) slow drilling.

VL

190~-----+++*--------------------------------------------1 weathered BASALT: (soft material) fast drilling. Vesicular basalt with weathered basalt.

VL

200~-----4~~--------------------------------------------~ BASALT: (moderately hard to hard basalt) slow drilling. Small dense chips.

VL

Basalt: (hard to very hard material) slow drilling.

VL

210~----~JJ ............................................................................................................................................................................................................................ 1

Company Rep.

Northing Coord.

Easting Coord.

Survey By

Well: 1-3

Elev.:

(Page 7 of9)

: DMBIA&B

: None Available

: None Available

: None Available

: J. Manuszak


o LOG OF BORING 1-3

Depth in

Feet

DMB/A&B Date Started Date Completed

Hole Diameter Drilling Method

Soil Sampling Method

DESCRIPTION

: 0910912002 : 09/1412002

: 12.75"

: Air Rotary

: Grab

210~----~~~""""""""""""'"'''''''''''''''''''''''''''''''''''''''''''''' ................................................................................................................................................. ,

VL

VL

230

VL

VL

weathered BASALT: (soft material) fast drilling. Vesicular basalt fragments brown to reddish-brown.

BASALT: (hard material) slow drilling.

BASALT: (hard material) - slow drilling. no cuttings.

240~----~II~ .......................................................................................................................................................................................................................... 1

Company Rep. Northing Coord.

Easting Coord. Survey By

Logged By

Well: 1-3 Elev.:

(Page 8 of9)

:DMB/A&B : None Available

: None Available : None Available

: J. Manuszak


o IV AC~ LOG OF BORING 1-3

~IRNI (Page 9 of9)

DMB/A&B Date Started : 0910912002 Company Rep. : DMB/A&B

Date Completed : 0911412002 Northing Coord. : None Available Hole Diameter : 12.75" Easting Coord. : None Available Drilling Method : Air Rotary Survey By : None Available Soil Sampling Method : Grab Logged By : J. Manuszak

Well: 1-3 I U

Elev.: Depth s:: in til c.. DESCRIPTION u -<

Feet til c:.:: ~ 0

240 . . . . . ........ . . . . .. .. . ......... r---Vl

weathered BASALT: 2-3 cm fragment of Laterite - stiff red clay. Drilling form is white.

VL

Vl . BASALT: (very hard material) slow drilling.

BASALT: (less hard than previous 8 feet) moderate drillng speed. -

VL

250-

BASALT: (very hard material) slow drilling. Basalt chips with weathered phenocrysts. Basalt is dark gray-green.

VL c-12.75" Open Borehole

weathered BASALT: (soft material) fast drilling.

VL

weathered BASALT: light gray, green, brown and orange vesicular basalt fragments. No visible chunks of clay.

VL

20v BASALT: (hard material) slow drilling.

VL

weathered BASALT: (soft material) fast drilling.

VL

~ BASALT: (hard material) slow drilling.

~I

I VL 5 feet of borehole collapse.

N c C N ,.:. ~

270 .... . . . ... . ..

r------ -

c

RECYCLED PAPER

MI I I-I"'UIA V

http://www.co-ops.nos.noaa.gov/

o •• Unique seven character identifier for the station

D •• A one character identifier for the data collection

platform (DCP) at a station

SE - A two character identifer for the data sensor

Date Time·. Date and time the data were collected by the DCP

WL .- Water level height

Sigma -- Standard deviation of 1 second samples used to

compute the water level height

o -- Count of number of samples that fall outside a

3-sigma band about the mean

F -- A flag that when set to 1 indicates that the flat

tolerance limit was exceeded

R -- A flag that when set to 1 indicates that the rate

of change tolerance limit was exceeded

T -- A flag that when set to 1 indicates that the

temperature difference tolerance limit was exceeded

L -- A flag that when set to 1 indicates that either the

maximum or minimum expected water level height limit

was exceeded

1/47

o

http://www.co-ops.nos.noaa.gov/ 2/47

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16114110 I Al 9/24/11211:1111 19:54 II.X4 11.1)6 II II II II II

161141111 I AI 9/24/020:1111 211:1111 11.79 II II II II

1611400 I Al 9/24111211:1111 211:116 1I.7X II II II II

161141111 I AI 9/24/1J211:1I11 211: 12 11.7(, " II II "

1(114111) I AI 9124111211:1111 211: 18 11.7." Il () (I II

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1611400 I AI 9/25/02 0:00 2:48 1.27 0.08 0 0 0 0 0

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1611400 I AI 9125102 0:00 3:00 1.35 0.08 () 0 0 0 0

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1611400 I AI 9/25102 ():OO 3:12 1.37 0.07 0 0 () 0 0

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1611400 I AI 9/25102 0:110 4:06 1.56 11.08 II I) 0 II II

1611400 I Al 9125/020:110 4:12 1.58 11.07 II II 0 0 0

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1611400 I AI 9125102 0:00 4:24 1.64 0.07 0 0 0 (I 0

1611400 I AI 9/25/1)20:110 4:30 1.66 0.07 II 0 0 II II

16114110 I AI 9/25102 0:00 4:36 1.67 (1.06 0 0 II II ()

1611400 I AI 9125/112 0:00 4:42 1.67 0.05 0 0 0 0 0

1611400 I AI 9125/1120:011 4:48 1.74 0.05 0 0 0 0 0

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16114011 I AI 9/25102 (WO 5:(10 1.74 (1.0S 0 I) 0 II 0

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161141111 I AI 9/251020:011 5:18 I.SI 1I.1l6 0 II Il 0 II

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1611400 I AI 9/25/02 11:011 5:36 1.8.1 11.07 0 II II II II

16114110 I AI 9/25/112 0:1111 5:42 1.84 II.IIS II I) 0 0 0

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16114lHi I AI 9125102 11:00 6:110 1.8.\ 11.117 II II II 0 II

16114011 I AI 9/25/0211:1111 6:06 1.84 lI.m 0 0 II II II

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161141111 I AI 9/25/112 ():Oil 6:18 1.85 11.07 0 0 0 0 0

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1611400 I AI 9/251020:00 6:30 1.H5 0.08 0 II 0 0 II

1611400 I AI 9/25102 (I:0() 6:36 1.82 11.06 0 0 0 0 0

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1611400 I AI 9/25102 0:00 6:48 1.79 0.07 0 II 0 II II

1611400 I AI W25/020:011 6:54 1.8 11.00 0 0 II II II

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1611400 I AI 9125102 0:00 15:00 1.07 O.C)4 0 II 0 0 0

1611400 I AI 9125/02 0:00 15:06 1.1 0.05 0 0 0 II 0

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16114011 I AI 9125102 CWO 15:IR 1.1 11.116 0 II 0 II II

1611400 I AI 9125102 Cl:OO 15:24 1.15 0.05 I Il 0 0 0

16114110 I AI 9125/020:00 15:30 1.1 0.060110011

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1611400 I AI 9/2511120:00 16:24 1.14 (1.11:1 0 0 II 0 0

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16114011 I AI 91251020:00 16:.,4 1.15 0.06 0 0 0 0 0

16114011 I AI 91251112 (1:00 17:110 1.14 11.04 II II 0 0 (I

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16114011 I AI 912511120:011 17: IR 1.12 11.119 (I II II II II

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1611400 I AI 91251020:110 19:06 1.0., 11.117 I II II II n

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16114110 I Al 91261020:IXI 13:54 1.07 11.04 0 0 0 Il II

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161141111 I AI W26111211:1I11 17:IXI I.lIfi 11.114 II " II II II

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1611400 I AI 101211120:00 8:12 11.82 11.O3 2 0 0 0 0

16114011 I AI 10/21020:00 8:18 0.85 0.04 0 II 0 0 0

1611400 I AI 10/211120:00 8:24 11.88 0.03 4 0 0 0 0

1611400 I AI 10/211120:00 8:30 11.9 11.11.1 0 0 0 0 0

1611418) I AI 10/211120:00 8:.16 0.95 11.113 0 0 0 0 0

1611400 I AI 111/21020:00 8:42 I 11.03 0 0 0 0 0

1611400 I AI 111/2102 O:IK) 8:48 1.05 0.03 0 0 0 0 0

1611400 I AI 10/211120:00 8:54 1.07 0.03 0 0 0 0 0

161141H) I AI 10121020:1111 Y:OIl 1.12 11.11.1 II II II II II

161141111 I AI 111/210211:IHI 9:06 1.16 O.()1 II 0 II II 0

16114011 I AI 11I/2/0211:0() 9:12 1.22 11.O3 0 II () II II

1611400 I AI 111/21020:110 9: 18 1.26 11.03 0 II II II II

1611400 I AI 111/211120:00 9:24 1..12 11.()2 0 II II II II

16114011 I AI 10/211121l:1H) 9:311 1..12 11.11, 0 II II II 0

16114011 I AI 111/2/020:1111 9:36 1041 11.113 II II 0 II 0

161141111 I AI 111111020:00 9:42 1.43 IUl3 II 0 II II II

161141111 I AI 10I211120:IHI 9:48 1.46 11.114 II II II II 0

161141111 I AI 111/2111211:011 lJ:54 1.52 11.1/.1 II II II II II

161141111 I AI 111/2102 11:110 111:1111 1.54 11.11.1 II II II II II

1611400 I AI 111121020:110 111:116 1..17 lUG II II II II II

16114011 I AI 10121020:011 Ill: 12 1.6:! 11.114 II II II II 0

16114011 I AI 10111020:00 111:1 X 1.67 0.11.1 II II II II II

161141111 I AI 101210211:110 111:24 1.117 11.114 II II II II II

161141111 I AI 111/210211:110 IIUII 1.7, lUI:; II II II II II

161141111 I AI 11I121020:IHI 111:.16 1.77 11.11.1 II 0 II II II

161141111 I AI 11112/1120:110 111:42 I.X2 11.11.1 II II II II II

161141111 I AI 111/2111211:011 11I:4X I.X5 II.IIJ II II II II II

http://www .co-ops. nos. noaa. gov / 44/47

'---"11 L-I .. LJI",-,

o


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161141J0 I AI 10/21020:00 10:36 1.49 0.113 0 0 0 0 0

1611400 I AI 1012/02 0:00 16:42 1.44 0.04 0 0 0 0 0

161 14110 I AI 10/2102 0:00 16:48 L37 0.04 0 0 0 0 0

161141)0 I AI 10121(21):00 16:54 1.36 0.03 0 I) 0 0 0

1611400 I AI 10/2102 0:00 17:00 L31 0.04 0 0 0 0 I)

1611400 I AI 1012/02 (1:1)0 17:06 1.29 0.113 0 0 0 0 0

1611400 I AI 10/2/02 0:00 17:12 1.23 0.04 0 0 0 0 0

1611400 I Al 111/21020:00 17: 18 1.21 0.04 0 0 0 0 0

1611400 I AI 10/2102 0:00 17:24 1.15 0.03 0 0 0 0 II

1611400 I AI 10/2102 O:IJO 17:30 1.11 0.04 II 0 0 0 0

1611400 I AI 10/2102 0:00 17:36 L11 0.04 0 0 0 0 0

1611400 I AI iOl2/lI2 0:00 17:42 L05 1!.O3 0 0 0 0 0

1611400 I AI 1012102 0:00 17:48 1.01 11.114 0 0 0 0 0

1611400 I AI 10/2102 0:00 17:54 LllI O.ll3 0 0 0 0 0

1611400 I AI 10/21020:00 18:00 0.95 11.03 0 0 0 0 0

1611400 I AI 10/21020:00 18:06 0.94 0.05 0 0 0 0 0

1611400 I AI 10/21020:1X1 18: 12 0.9 0.06 0 IJ 0 0 0

1611400 I Al I 1l1211l2 0:1l0 18:18 0.88 11.07 II 0 Il 0 Il

16114011 I AI 111/2/1)20:01) 18:24 11.83 11.117 Il 0 0 0 0

16114110 I AI 10/2102 0:1l0 18:30 1l.87 11.116 I 0 0 0 Il

1611400 I AI 10/2102 1l:1)1l 18:36 11.81 1l.1l6 0 Il 0 I) II

16114l1l1 I AI 111/2/02 1):011 18:42 0.7 O.1i7 2 0 0 0 II

1611400 I AI 10/2102 0:110 1&:48 11.& 11.117 0 0 0 0 Il

161141l1) I AI 1012/02 0:110 18:54 1l.68 11.06 Il 0 0 0 0

1611400 I Al 10/2/02 0:1l0 19:00 0.67 IUl6 0 0 0 0 IJ

16114110 I AI 10/2102 O:IJO 19:06 11.7 11.07 0 0 0 0 0

1611400 I AI 10/21020:1l1l 19:12 1l.65 IW7 Il 0 0 II 0

161140ll I Al 10/21(21):01) 19: 18 0.62 0.06 I 0 I) 0 0

1611400 I AI 1II/211120:01l 19:24 1l.<>3 O.1l6 I 0 II Il Il

1611401l I AI 111/2102 1l:00 19:311 0.65 0.04 2 Il Il 0 0

161141l1J I AI 111/21112 Il:OIJ 19:36 ()59 IUl8 0 Il 0 0 0

16114011 I AI 111/211120:00 19:42 0.62 (l.1I5 I Il II 0 0

1611401l I AI 10/2/0211:110 19:48 058 11.116 II II II II Il

161141H1 I AI 11l/210211:011 19:54 0.6 0.116 Il II II Il Il

161140ll I AI 10/2102 1l:1l1l 21l:1I1l 05X 0.06 II IJ Il 0 0

161141l1l I AI 111/21112 1l:1I1l 211:1l6 1159 0.06 0 IJ II 0 0

16114[10 1 AI 10121020:00 20:12 0.6 11.05 I 0 0 0 0

1611400 I AI 111/21020:00 20:IX 115X 0.07 0 II 0 0 0

161141111 I AI 111/211120:00 20:24 0.61 0,04 I 0 0 0 0

1611400 I AI 111/21020:00 20::10 0.6 0.115 0 0 0 0 0

1611400 I AI 10/2102 0:00 20:.16 1).62 0.06 2 0 0 0 0

1611400 I AI 111/21020:00 20:42 1).62 O.(l6 II 0 0 0 0

1611400 I AI 1111211120:1I1l 20:4X 11.64 ().f16 I 0 II Il II

161141111 I AI 111/211120:110 20:54 (1.6fi (Ul6 II 0 Il 0 II

16114011 I AI 10/21112 1l:1I1I 21:011 11.65 o.OS I 0 0 0 0

16114110 I AI 111/211120:1111 21:06 0.71 0.07 0 0 0 II 0

161141111 I AI 10/211120:011 21: 12 O.6X 11.117 0 II 0 II 0

1611400 I AI 1O/211120:IHI 21: IX 11.72 II,OS 0 0 II 0 0

16114110 I AI 11i/21112IJ:1IIJ 21 :24 11.76 0.06 0 II 0 II 0

161141111 I AI 11112/11211:110 21:JO 0.72 11.116 I 0 0 0 0

161141111 I AI 10/2/1J211:00 21:36 0.74 0.117 II II 0 0 0

16114011 I AI 10/211120:1111 21:42 0.7Y 0.06 0 II 0 II II

16114011 I AI 111/2102 lJ:lIO 21 :4X lUX 11.115 I II 0 0 II

16114110 1 AI 11i/2!11211:IIO 21:5~ 11.7Y 11.117 0 II Il II Il

1611400 I AI 111/2/02 11:1111 12:00 Il.XI 11.1\6 I Il 0 II 0

16114011 I AI 11112!11211:1l1l 22:06 Il.X5 11.117 0 Il Il 0 0

1611400 I AI IO/2!1121l:1l0 22: 12 II.H3 ll.nfl 0 0 Il 0 0


..... rrCI'IIUI/\ v

c o


c

APPENDIX C

Transducer data reported as change in feet from starting point. Negative values represent a rise, while positive values represent a fall in water level. 1/5

APPENDIX C


APPENDIX C


APPENDIX C

Date and Time

Transducer data reported as change in feet from starting point.

Elapsed (Change (Change Time

in feet) in feet)

Negative values represent a rise, while positive values represent a fall in water level. 4/5

APPENDIX C

Elapsed Time (Change (Change

in feet) in feet) Date and Time


-

D

RECYCLED PAPER

o APPENDIX D

o


APPENDIX D

-


APPENDIX 0 o


APPENDIX D


APPENDIX D o


APPENDIX D ~ -


APPENDIX D o


APPENDIX D


APPENDIX D o


APPENDIX D o

Hand data reported as feet from Top of Casing or Below Ground Surface. 1/2

APPENDIX D

Date Date Time

Hand data reported as feet from Top of Casing or Below Ground Surface.

Flow Time Since Rate Pumping

(gpm) Stopped (min)

Depth to Water (Feet

bgs)

2/2

o

APPENDIX D o HAND DATA FOR MONITOR WELLS


APPENDIX D

HAND DATA FOR MONITOR WELLS


-

E

RECYCLED PAPER

APPENDIX E o


APPENDIX E


APPENDIX E


APPENDIX E


o

APPENDIX E


APPENDIX E


APPENDIX E o


APPENDIX E


APPENDIX E o


APPENDIX E


APPENDIX E o

-.~:


APPENDIX E


APPENDIX E o


APPENDIX E


APPENDIX E o


APPENDIX E


APPENDIX E o


APPENDIX E


APPENDIX E o


APPENDIX E

Time

Transducer data reported as change in feet from starting point. Negative values represent a rise, while positive values represent a fali in water level. 16/18

APPENDIX E


APPENDIX E

.~ ..


o

APPENDIX E

• Intermitant Signal (potential false reading because of unexpected drawdown).


APPENDIX E

* Intermitant Signal (potential false reading because of unexpected drawdown).


o MEMORANDUM

SUBJECT: FROM:

Well No. 5328-01 Lenore Nakama

o

10/8/04 Because our primary contact for this application is the landowner, not the contractor, I called Tom Shigemoto of Kukuiula Dev. Corp. to confirm that the well had not been drilled and that we would be canceling the permit. Tom Shigemoto had no recollection of the application for a production well. He said he would need to check with Tom Nance, his consultant. I offered to call Tom Nance and told him if Nance confirmed that the well had not been drilled, then we would send him a letter canceling the permit. Tom Shigemoto said that would be fine.

10/8/04 Called Tom Nance and left a message.

10/11/04 Tom called back. He said that the well had been drilled by Oasis, but that it is planned to be converted to an injection well. He said a firm called Malcom Purney (sp?) did a report that includes pump test data from this well.

10/12/04 consulted with Roy Hardy, Branch Chief. If DOH is overseeing the conversion to an injection well, then no need WCR 1, just get pump test data for aquifer hydrologic properties.

10/12/04 called Chauncy Hew, DOH UIC. He has a pending application to convert a production well into an injection well, but has not had time to process it yet. Tom Nance is the consultant. DOH issues include: 1) ensure that the well wasn't constructed as an injection well without the proper permits, and 2) if it was drilled as a production well, why was it drilled so close to 2 injection wells. To address the 1st issue, Chauncey may request CWRM concurrence that a WCP was issued. Told Chauncey I would call Tom Nance and ask him if the proposed injection well is actually Well No. 5328-01 that was drilled under CWRM permit. If so, I will make a memo to the record to that effect. When Chauncey requests CWRM concurrence, I can send Chauncey the memo documenting the conversation with Nance. An issue is whether we are all really talking about the same well. Chauncey said that DOH would eventually do a site inspection so should be OK to accept Nance's word, and confirmed through a DOH site visit.

10/15/04 Tom Nance left a message that 5328-01 is the same well that is currently pending approval of a DOH UIC application to convert it from a production to an injection well.


To: Barry Simmons

Company: Oasis Water

o

STATE OF HAV\i DEPARTMENT OF LAND AND NATUI

COMMISSION ON WATER RESOUI P.o. BOX 621

HONOLULU. HAWAII 96f

FACSIMILE TRAN~

From:

Date:

Fax Number: 'l2--v" tt:>6 ~ D

Phone Number: L, -3'5 - q -1 q b

Pages

Subjec

Notes/Comments:

Hi Barry,

Here is the list of expired or soon-to-expire permits:

Well No. 1123-08 5328-01

Well Name Max #1 Kukuiula 1

Well Owner Expiration Date John Maxwell 9/24/04 Kukuiula Dev. 7/11/04

o

'\D~ 1- ott

PETER T. YOUNG CHAIRPERSON


JAMES A. FRAZIER CHIYOME L. FUKINO. M.D.

I .lHAIO~","'r- II .&0 .. ,_ -- - J.D.

/to~ S~l$ . ~ V\.U AAf;P\~~~ -

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P.O. BOX 621, HONOLULU, HAWAII 96809 PHONE: (808) 587- FAX: (808) 587-0219 EMAIL: [email protected]

-

8/23/02

State Of Hawaii Water Commission ATT: Lenore Nakama

Dear lenore,

Oasis Water Systems, Inc. P.O BOX 535

KILAUEA, HI 96754 Phone: 808-828-6876

Fax # 808 .. 587-0219

Please be adVised that Oasis Wat&r. Inc. License No. C~21457, We will begin work on well #I- 5328.Q1 in the next few weeks. q '" (c' L' '2-

Sincerely,

Steve Goldberg Oasis Water inc. C-21451

10 39t1d 515t10 8LL08l8808

08/23/2002 12:01 8088280778 OASIS PAGE 02

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BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

Mr. Tom Shigemoto

c



HONOLULU. HAWAII 96809

July 18, 2002

Kukui'Ula Development Co. (Hawaii) LLC P.O. Box 430 Koloa, HI 96756

Dear Mr. Shigemoto:

Well Construction Permit Kukuiula No.1 (Well No. 5328-01)

GILBERT S. COLOMA·AGARAN CHAIRPERSON

BRUCE S. ANDERSON MEREDITH J. CHING

CLAYTON W. DELA CRUZ BRIAN C. NISHIDA

HERBERT M. RICHARDS. JR.

LlNNEL T. NISHIOKA DEPUTY DIRECTOR

5328-01 Kukuiula No. 1.wcp

Enclosed are two (2) copies of your approved Well Construction Permit for the captioned well(s) that authorize well construction activities but excludes installation work for your permanent pump. As part of the Chairperson's approval, the following special conditions were added and are part of your permit under Permit Condition 13:

Special Conditions

1. Attached for your information is a copy of the Department of Health's (DOH) review comments. Please note DOH's requirements related to discharge of effluent from well drilling and testing activities.

2. Except for salt-water wells, any well constructed in basal aquifers for the purpose of non potable or potable water withdrawal shall be initially designed and pump tested at a depth below sea level not exceeding one-fourth of the theoretical thickness (41 times the head) of the basal ground-water body, unless authorized by the chairperson.

3. If the well is to be developed for county water supply, the wall thickness shall conform to the specifications in the Hawaii Well Construction and Pump Installation Standards (1997).

4. The results of pumping tests, conducted in accordance with the Hawaii Well Construction and Pump Installation Standards (1997), will be required to support an application to install a permanent pump with a capacity greater than or equal to 50 gpm.

Please sign and have the contractor sign both permit originals and return one for our files. Also, copies of the aquifer pump test worksheet and the well completion report form are enclosed for your use.

/

•

Mr. Tom Shigemoto Page 2 July 18, 2002

IMPORTANT· Drilling work shall not commence until a fully signed permit is returned to the Commission. Please provide all the information in this packet to your well drilling contractor. The permittee, well operator, and/or well owner are responsible for all conditions of the permit. This includes ensuring that the well construction contractor, or other party who constructs the well(s), submits a completed Part I of the Well Completion Report form (enclosed) within sixty (60) days after the well construction work is completed. Be advised that you may be subject to fines of up to $1000 per day for any violations of your permit conditions starting from the permit approval date.

If you have any questions, please call Lenore Nakama of the Commission staff at 587-0218 or toll-free at 274-3141 (Kauai), extension 70218.

Aloha,

~~~oQl~ Chairperson

Enclosures

o WELL CONSTRUCTION PERMIC

Kukuiula No.1, Well No. 5328-01 Note: This permit shall be prominently displayed at the site until the work is completed

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works", this document permits the construction and testing of Kukuiula No.1 (Well No. 5328-01) at Kukuiula Wastewater Treatment Plant, Kauai, TMK 2-6-04:38, subject to the Hawaii Well Construction & Pump Installation Standards (1/23/97) which include but are not limited to the following conditions:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

The Chairperson of the Commission on Water Resource Management (Commission), P.O. Box 621, Honolulu, HI 96809, shall be notified, in writing, at least two (2) weeks before any work authorized by this permit commences and staff shall be allowed to inspect installation activities in accordance with § 13-168-15, Hawaii Administrative Rules.

The well construction permit shall be for construction and testing of the well only. A minimum 1114-inch diameter monitor tube shall be permanently installed, in a manner acceptable to the Chairperson, to accurately record water levels. The permittee, well operator, and/or well owner shall coordinate with the Chairperson and conduct a pumping test in accordance with the Standards (a pump testing worksheet is attached). The permittee, well operator, and/or well owner shall submit to the Chairperson the test results as a basis for supporting an application to install a permanent pump and withdraw water for use. No permanent pump may be installed until a pump installation permit is approved and issued by the Chairperson.

In basal ground water, the depth of the well may not exceed one-fourth (1/4) of the theoretical thickness (41 times initial head) of the basal ground water unless otherwise authorized by the Chairperson.

The permittee, well operator, and/or well owner shall incorporate mitigation measures to prevent construction debris from entering the aquatic environment, to schedule work to avoid periods of high rainfall, and to revegetate any cleared areas as soon as possible.

In the event that subsurface cultural remains such as artifacts, burials or concentrations of shells or charcoal are encountered during construction, the permittee, well operator, and/or well owner shall stop work and contact the Department's Historic Preservation immediately.

The proposed well construction shall not adversely affect existing or future legal uses of water in the area, including any surface water or established instream flow standards. This permit or the authorization to construct the well shall not constitute a determination of correlative water rights.

The following shall be submitted to the Chairperson within sixty (60) days after completion of work a. Well completion report, (attached - Part I, Well Construction Report). b. Elevation (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, induding time, pumping rate, drawdown, chloride content, and other data.

The pe~mitteehY'eli op~rator, and/or well owner shall comply with all applicable laws, rules, and ordinances; non-compliance may be grounds for revocation of t IS permit.

The well construction permit application is incorporated into this permit by reference and is subject to the Hawaii Well Construction & Pump Installation Standards (January 23, 1997; HWCPIS). If the HWCPIS are not followed and as a consequence water is wasted or contaminated, a lien on the property may result.

The permit may be revoked by the Commission if work is not started within six (6) months after the date of approval or if work is suspended or abandoned for six (6) months, unless otherwise specified. The work proposed in the well construction permit application shall be completed within two (2) years from the date of permit approval, unless otherwise specified. The permit may be extended by the Chairperson upon a showing of good cause and good-faith performance. A request to extend the permit shall be submitted to the Chairperson no later than three (3) months prior to the date the permit expires. If the commencement date is not met, the Commission may revoke the permit after giving the permittee, well operator, and/or well owner notice of the proposed action and an opportunity to be heard.

If the well is not to be used it must be properly capped. If the well is to be abandoned then the permittee, well operator, and/or well owner must apply for a well abandonment permit in accordance with § 13-168-12(f) prior to any well sealing or plugging work.

The permittee, its successors, and assigns shall indemnify, defend, and hold the State of Hawaii harmless from and against any loss, liability, claim, or demand for property damage, personal injury, or death arising out of any act or omission of the applicant, assigns, officers, employees, contractors, and agents under this permit or relating to or connected with the granting of this permit.

Special conditions in the attached cover transmittal letter are incorporated herein by reference . ..-----...._-

Date of Approval: July 11, 2002 July 11, 2004

erson Commission on Water Resource Management Expiration Date:

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 and understand that I shall not commence work until I and the driller have signed, dated, and returned the permit to the Commission. I also understand that non-compliance with any permit condition may be grounds for revocation and fines of up to $1000 per day starting from the permit date of approval.

Permittee's Signature: ______________ _ Date: _______ _

Printed Name: Firm or Title: ________________ _

Driller's Signature: ______________ C-57 License # : _____ Date: ______ _

Printed Name: Firm or Title: _______________ _

Please sign both copies of this permit, return one to the Chairperson, and retain the other for your records.

Attachment c: USGS

Department of Health! Safe Drinking Water, Wastewater, and Clean Water Branches Kauai Department of Water Supply

/

Well No.

Well Name

Applicant

o 5328-01

Kukuiula NO.1

Kukuiula Dev. Co.

SECTION 1: WELL LOCATION INFORMATION

Island

Aquifer System

Aquifer Sector

KAUAI

LIHUE

KOLOA

data

Date of Review

Reviewer

Proposed Use

o

Proposed Withdrawal

System Sustainable Yield

!fHllffll!!1! RRI

Other

o 30

SECTION 2: WELL SECTION DATA (enter data in grey cells only)

Elevation at top of casing

Ground Elevation

Cement Grout

Rock Packing

Hole Diameter

Total Depth

Estimated Head

Calculated Aquifer Thickness

County Water Supply (YIN ?)

ft., m.s.1.

ft., m.s.1.

ft. ft. in.

ft.

ft., m.s.1.

82 ft.

Solid Casing

Material

Designation

Length

Diameter

Wall Thickness

Casing

Material

Designation

Length

Diameter

Wall Thickness

Openings

Open Hole

Length

Diameter

ft. in.

in.

ft. in.

in.

sq.in.ll.f.

ft. in.

SECTION 3: CHECKLIST (values to check are shaded)

Well Depth

Theoretical Thickness of Aquifer

1/4 Aquifer Thickness

Depth of Well below Sea Level

Well Casing

Minimum Wall Thickness

Material

County or Non-County Minimum Thickness per standards

Wall Thickness Provided Minimum Length of Solid Casing

90% of ground to top of aquifer

Length of solid casing Provided

Casing Material

Annular Space

Depth of Grouting

Calculated Depth of Grouting

Depth of Grouting provided

Thickness of Annular Space

Steel

82 ft. 20.5 ft. 220 ft.

non-county

#N/A in.

0.250 in.

70.2 ft. 100 ft.

TypeE

54.6 ft. 95 ft.

3.5 in.

too deep (refer to HWCPIS Section 2.2)

(disregard if the well is not basal)

#N/A (refer to HWCPIS Section 2.4 c)

(disregard this if this is a non-county well)

okay (refer to HWCPIS Section 2.4 d)

okay (refer to HWCPIS Section 2.4 e)

If the cell above reads #NlA, reference HWCPIS)

okay (refer to HWCPIS Section 2.6 c)

okay (refer to HWCPIS Section 2.6 d)

Page 1

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CONTOUR INTERVAL 40 FEET DonED LINES REPRESENT 20-FOOT CONTOURS

DATUM IS MEAN SEA LEVEL

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JuI-lT-ZOOZ 09:44am From-STATE Hi~.toric Prll~lIrvation BOB 69Z BOZO T-673 P.OOI/DDZ F-5Z1

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GlLlBU tOla .. ,,~ c::~ "' ,."MID OF~.pIII!) _nI'iU ~u

II '. '·I\II!I·I!~ '""I'.'j!fll<\l"t111f!'''.

1"'1

1...,: ,j

STATE OF HAWAII

OE~A~TM9IT OF lAND AND NATURAL RESOURCES

STAn I't$TOfilC PAE~R\lATIOftI DIVIS/Oil! 60' I(AMo!C4A "'''0 .. AOOM 6," ~. HAWAII 8610}

HAViAl"1 HISTORIC PRESERVATION DlVISION REVIEW

M--nl ..... I'IIIC r ,..AIOIO u ... JdI. .. ~ .. Oot&

~ ... nali_u SllVIfIONIICDIT AI. oIA'<9IS

CONs~AYIO'" UD IIBO~E' WO~~lN"t

1ICJIIUTlI"I' NlD ""'~ ... TOIllC _"ToOol

DIV\8OI11 U\IiIP MNw_ENT 5,. .. TI P,tIIIU "'",nR MD UttoIJI) DIi1'D.QI'I\'IUI1

Log #: _J~(j~L..,.,tr-..... 3 __

We bclie"-e there a~ no hiStoric properties present.. because:

a intensive culth.,-ation has altered the land )( b re5id~I'ltjal develcpmem/urbanizadon h~red the land c previous grubbing/grading has altered the land

Doc #": 0'). 67 J.!!1CJ,/

d an acceptable archaeological assessment or inventory SUJVey found no historic prop¢t1ies ~

e. other __ __..__.. ____ ~ ______________________________________ ___

-.---.. ._-------------------~us. we belie .... e: that '"no historic prop~es will be affected" by this undertaking.

-A-:!. This p"'ojecl has already gone through the historic preservation review process. and

rnitigiUion r.a~ been ~ompleted.

Stan 7k:rm~?r1--:-TitlE: IJ-,,~ (J,~ It? do {S1--

Date we,fo"l-

Search Results Page 1 of 1

o 0 ...

action menu Copyright ©6/10/2002 by Hawaii Information Service

• PUBLIC RECORD DATA Taxkey Subdiv/Condo Tnr Property Address Owner/Lessee Beds Baths Land area Living area 4-2-6-4-38 Koloa Makai F A & B - HAWAII INC 387.77 ac

This information has been supplied by third parties and has not been independently verified by Hawaii Information Service and is therefore not uaranteed.

http://webre2.hawaiiinforrnation.comIREsearchi AsplFunctionslProperty ISearch.asp 611012002

o o JUL - 8


GILBERT S. COLOMA-AGARAN CHAIRPERSON

TO:

FROM:

SUBJECT:




June 27, 2002

Honorable Bruce S. Anderson, Director Department of Health Attention: Dennis Tulang, Wastewater Branch

William Wong, Safe Drinking Water Branch




LlNNEL T. NISHIOKA OEPUTY DIRECTOR

Dr. Keith Kawaoka, Hazardous Evaluation and Emergency Response Alec Wong, Clean Water BranChdiif]' j 5{C

Gilbert S. Coloma-Agaran, Chairperson Commission on Water Resource Management

Well Construction Permit Application Kukuiula No.1 (Well No. 5328-01)

Transmitted for your review and comment is a copy of the captioned Well Construction permit application.

We would appreCiate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by returning this cover memo form by July 12. 2002. If we do not receive comments or a request for additional review time by this date, we will assume that you have no comments.

Please find the attached maps to locate the proposed well. If you have any questions about this permit application, request additional information, or request additional review time, please contact Lenore Nakama of the Commission staff at 587-0218.

LN:ss Attachment( s)

RESPONSE:

[ 1

[ I

[ I

[ I

[ I

This well qualifies as a source which will serve as a source of potable water to a public water system (defined as servin!) 25 or more people at least 60 days per year or has 15 or more service connections) and must receive Director of Health approval prior to Its use to comply with Hawaii Administrative Rules (HAR), Title 11, Chapter 20, Rules Relating to Potable Water Systems, §11-20-29.

This well does not qualify as a source serving a public water system (serves less than 25 people or more people at least 60 days per year or 15 service connections) and if the well water is used for drinking, the private owner should test for bacteriological and chemical presence before initiating such use and routinely monitor the water quality thereafter. However, if future planned use from this source Increases to meet the public water system defimtion then Director of Health approval is required prior to Implementation.

If the well is used to supply both potable and non-potable purposes in a single system, the user shall eliminate cross-connections and backflow connections by physically separating potable and non-potable systems by an air gap or an approved backflow preventer, and by clearly labeling all non-potable spigots with warning signs to prevent inadvertent consumption of non-potable water. Backflow prevention devices should be routinely inspected and tested.

It does not appear that this well will be used for consumptive purposes and is not subject to Safe Drinking Water ~egulatiors.j

For the applicant's information, a source of possible wastewater contamination [lis [I is not located near the proposed wei! site (information attached). :

[ I An NPDES permit is required.

[ I Other relevant DOH rules/regulations, information, or recommendations are attached.

)(" No comments/objections NO ~ wr-ds Contact Person: _J-o_'_~ __ N __ U-----r----jJl--i ._·-SOV_~_U_'; ___ _

Signed ~ 1J. wtra~

w

Phone: (S004kqt~·~ Ci'l

Date: 7- 10-2J)O'2.J

" ENV HEALTH KAUAI -~- -- -- ----- _ .. 8082413566 C-··_- 07/09 '02 15:34 NO.988 01/02 ---0

i. ENvr.~,·;'\j:\", :',1';' ,.:: ,. ~'I ';.i-~I~I:~ES i : ~: .~ .. -.. :--:- ........... ': j :.,..... --... -'.:: .. ~'.~~~ .. ~--... ---; STATE OF HAWAII

O~'AIUMENT OF HiA.Ln'l '" .. .", .... mr .

eMIliWB

Facsimile Request and Cover Sheet Wastewat!f Branch

919 Ala Moar,e Blvd. R.oom 309 HonOlulu, Hawaii 96814·4920

Date:

(B08) 5B6~294 Fax (808) 586w4300 l () f e 7J ~{L-~f q WJ1- Total Pages ___ _

joe Tateyama, ~!I DIstrict Health Offic::e Phone (808)241-33i3 Fax (808)241-3566

Lori Kallwara, Planning/Design section Email: ~aJlw.I..l#.nl.he;lth.$late.hLu;

Subject: R.equest for Information

00 you have any lWS files or records for the fc)IIOwlng:

(4) 1--. fJ . A-: ~I ~\(IAitA{a No.1 - -, ~tu~E;.~~iillL...ll'.o.il~~(a.~L'J-=-m-F-p ______ _

P'~ase check all that Ipply Ind fix lite/plot plan if IVIII.bl.~

] sewered ()<J no record [ } cesspool [ ) septic tank ( ] aerobic IJnlt

File # if apPlicable: ____ . # of t5edrooms ~_

Rec:ord Date: Submit Date:

Plan Approval Date: Inspection Date: System "'Approval for Use" Date:

CtMf'. --~------------------..... ------------

w •

, .


TO:

o o

zoaz JUL '·3 t\ 10: 23


COMIIIIISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621


June 27, 2002

Dede Mamiya, Administrator Land Division

.. GILBERT S. COLOMA-AGARAN

CHAIRPERSON




LlNNEL T. NISHIOKA OEPUTY DIRECTOR

FROM:

SUBJECT:

Linnel T. Nishioka, Deputy Director ~{91 Commission on Water Resource Management! .. , ".' _,) (. I

Well Construction Permit Application

... nf?, () ~,---. .-'

Kukuiula No.1 (Well No. 5328-01)


We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by July 12. 2002. If we do not receive comments or a request for additional review time by this date, we will assume you have no comments.


LN:ss Attachment(s)

RESPONSE:

[ 1 A water lease/permit is required of this applicant and an application for such will be requested by our division.

:KlC A water lease/permit is not required of this applicant.

[ 1

ld

[ 1

[ 1

*i

A water lease/permit has been obtained by the applicant through lease no. _________ _

This well project [ 1 requires b<.i does not require a COUP. If a COUP is required it [ 1 has [ ] has not been approved afid~[ 1 is [ 1 is not currently active.

i c.) Other relevant Land Division rules/regulations, information, or recommendations are attached.

No objections

Other comments: Original source of private title is LC Award 7714-B:2 issued between 1845 and 1855.

Contact Person: _--=G...:.a.::.::r~y!..-.::...:M:..:.a.::.::r=-t.:...=i.::...:n=--________ _ Phone: 587 - 0421

Signed:_----./~,~--=----+----L~----'--'--==----· ___ _ JUL - 8 2002

Oate: _______ _

ENV. RESPONSE BRANCH ID:808-586-7537 JUL 15'02 16:20 No.004 P.02

~9 .---IIENJAMIN J. CAYE1AOO

GCWI'IlNDntJ/I .. WNr ~lllI~Rf :l. cdlDMII-AGAIVCI'l •. ""Iff ...

TO:

H~OM:

STATE OF HAWAII DEPARTMENT OF LAND AND NATUIW. RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT p.O.80)Ca~'

HONOLULU. HAWNI _

June 27. 2002

_. f'

i'

IIRUCf 6. ANDE~6ON MEntOOH J. CHING

CLAYTON W. DF.LA CRUJ

""'""" C. NISHIOII Hf:ft8ERT M. RICHARDS. JR.

LIII/NE\. 1. NlstllOIUI ."""DlMf'OII

Honorable Bruce S. Anderson, Director Department of Health Attention: Dennis Tulang, Wastewater Branch c; _

William Wong, Safe Drinking Water Branch ." -- . Dr. Keith Kaw8o~a, Hazardous Evaluation and Emergency Response Alec Wong, Clean Water Branch

~. -r/er-

Gilbert S. Coloma-Agaran, Chairperson , . 11 Commission on Water Resource Management \. ~ -t. k- .. z.. ~

SUBJECT: Well Construction Permit Application .....I ;-, 0;" L.. Wa.J7P. Kukuiula No.1 (Well No. 5328r 01) Af c.-

Transmitted for your review and comment is a copy of the captior permit application. ~

We would appreciate your comments on the captioned appllcatioll lV- ~"1 ,-,,,,, ... _. __ . inconsistencies with the programs. plans. and objectives specific to your department. Please respond by returning this C;OVV[ mtmo form by JUI~ 12, 2002. If we do not receive comments or a request for additional review time by this date, we WI assume that you have no comments.

Please find the attached mHps to locate the proposed well. If vou have any questions about this permit application, request additional information, or request additional review time, please contact lenore Nakama of the Commission staff at 587-0218.

LN:s$ Attachment(s )

RESPONSE:

11

I)

I J

I)

II

i*

II tile well II uHd 10 "'pPy both poIabla and I1II11-pIII.BbIa ~ In a IiIngIB "p"m ............ UlaN eliminate CIDIiIi-Qlfln ...... lInd boddlow ~nedion& by pIIyIIce!IV .. .,.,rellng poCIIbIe .nd non-poCIIbIe .yawn by.n .Ir IJIIP Of .n "pprCMlO becIdIow preveDler. "lid by dullV I"bellng ... non·pOt.tII •• pigOI5 with WIIming SIgn. 10 ~nI inadvetlen\ c:on~ump"on 01 n~ Wllf*r_ PlIClkflow Pf'eVllntion deYieel &I'IOUIIJ blllOUIInelV '""~ er1d ...-d.

" CIoe& no! appe.r 1Il811hi1 well will be uud tor ~n""""pllv9 pulpQM5 lInd i5 rI()I 'ubJ~ 10 S"I, Drinking W" .... RegllllltI_.

For the eppllcBnr& 1n1Ontl81iOf1 •• 1OUfC"AI 01 possible _!eWetel' COI'I18mIIl"II01lI lis I 1 Is ,,~ Iocaled ne.r IIIe Pf~ well aile (inIormatiOf'l at\achedJ.

An NPDES pennI\ II ,"ulred_

Other ruleVllnt DOH ruItt&ll'llUuleliO"'. inlMnllliOn. or reeommenclaliOns .,e ellKhed.

No eomme/llllobjedlons

Cont~~~::: Slgned:_(_~_r-F-+--_----"'~~..L_+---::F-_-= .'---.. ~-#----+ _____ _

Phone: _ ..... 5 .... 8 .... 6L,.--..:4 ..... 2....,4a..9.L--

Date; 7/r "'"If} V . ~I

. Fax to; Commission on Water Resources Mgt. 587-0219

Jul-l0-2002 03:34pm From-DEPT OF HEALTH ENVIRONMENTAL MNG~ 8085864352 T-666 P.002/002 F-778

TO:

FROM:

(dj ,". .

GILllfRl S. CO~OMA-AGAAAN ~Ofo

IlRUCI' S. ANDERSOfI ~REDITH J. CI'IING

CLAYTON W. OEIA CRIa BRiAN C. 11116H1DA

RBERT M. RICI'IARDS, JR

STATE OF HAWAII

-'" _. ".. () n L ~~; ,"_ -.j .. , 2' I I I . _.

. NISMIOIVI DOoOCTClII

DEPARTMENT OF LAIIIO AND NATuRAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT

P.O. IIOX 821 HONOLuLu. /fAWAIi 96809

June 27, 2002

Honorable Bruce S. Anderson, Director Department of Health Attention: Dennis Tulang, Wastewater Bronch

William Wong, Safe Drinking Water Branch Dr. Keith Kawaoka, Hazardous Evaluation and Emergency Response Alec Wong, Clean Water Branch

SUBJECT:

Gilbert S, Coloma-Agaran, Chairperson i A".n j ;nP Commission on Water Resource Management (7!{!~\J I U 't ~ Well Construction Permit Application Kukuiula No. 1 (Well No. 5328-01)

T ransm~ned for your review and comment is a copy of the captioned Well Construction permit application,

We would appreCiate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please res and b return'" this cover memo form b Jul 12 2002. If we do not receive comments or a request or additional review time by thiS date, we will assume that you have no comments.

Please find the attached maps to locate the proposed well. If :you have any questions about this permit application, request additional information, Or request additional review time, please contact Lenore Nakama of the Commission staff at 587-0218,

l...N:ss Attachment(s)

RESPONSE:

[ I

( 1

II

[ I

II

II

~

Tnis well qualifies as 8 source WI1k:n will sel'\le 8S .. source at polabie waler 10 a public; waler s~rn (defined 118 lIel'\linQ 26 Of mom people 31 least CIO days -per year or has 15 or more sef'iiC:e connections) and mu",' reu:ivs Direc;mr of Heann app(ovall!tlru: to its use Ul oomply wilfl Hawaii AdminIstrative Rula& (HARJ, Tide, " Chapter 20, Rul85 RBlatinll1D Polllble W8ter S~tems, § 11-20.;2\1.

Tn.s well does not qualify as a lIouree lIervinQ a puDl1C Wilier :S)'Slem (5et\ICS less 'lndn 25 peDple Dr IIlOI'e people 81 leaSI tiD aays per year Of 16 sel'lrice eotlneaionS) nil the well waler Is used for cJrinking. 1I\e priWlle !Monar 5hould 1851 for ll8c1erio1ogical anC! memal Pl'fJ.I;Bnce bIIfore illitialing .. UCh use ana roulinely monilor the water gualily lhereafter. However. If Mure planned usa from Ihill lIiOurce l~rAe5_ln m .... t lhA public walRr "Y"tRm rlRfonobnn lholn OirRdlll' of HAR~h IIppmlllll i5 requlreo erim \0 Impl_nlation.

If lne well IS u:se<l 10 "'pply I)QIn potabiB !;Ina nO""potIiIDIe purJIQI>fi in a "Ingle .y~lem, lI1e user shall eliminate cIDliIi.collnf/CIio/lS and backflow connections ~ ph\tfllcel!\, ~p,,!,Alinll JlQIII~ lind non·polliDIe systems Dy :ion ~.r $lap or an approved DaCldlow ~ter. atld by dearly labeling all non-polllbio IIP.QOts INIIfl "'liming 5lgnt; 10 prevenllnaClvenem COnSUltlptJon of non-potable WBlSr, PeCldlo"" prevention oeviC*s sMulo be roulinely Inspectecl and Iesrecl.

It does not appear thallhiS wag will be used lOr consumptive pUrpo585 and is not SLiDjecllO Sefe DrinKIng Waler RegulatiOnS.

I'D/' \tl6 applicants informatiOn, a &Ollrca of p05sible wasl .... ale' contaminatIon []Ie I] Ie ,"" 1Qc:aled n.",r 1he: propoM:tlwull &ilB (information BlI8Ched).

An NPOES permh II reqlol)rod,

Other rele"Vanl DOH Niellregllf81ioflll. informotlon. or recommendalions are attaChed.

No <:emmenISlo/)jec1ions

Phone: ~~b-~30j

Date: 1 {[O l 0 ')..

Jul-ID-2DD2 D3:34pm From-DEPT OF HEALTH ENVIRONMENTAL MNGMT 8085864352 T-666 P.DOI/D02 F-TT8

'. "., .,., i"'" .', ,,,I . . ,." ','''1' ""'h", ," "'IIII'·""Ii't"."!'.I'1 "'1"~'1'·llIIiH'~"'I.""~".I"'I"tii"J"". The Department of Health, Clean Water Branch has the following comments:

1. For Well-Drilling Activities

Any discharge to State waters of treated process wastewater effluent associated with well drilling activities is regulated by Hawaii Administrative Rules, Title 11, Chapter 55, Appendix I, effective September 22, 1997. Treated process wastewater effluent covered by this general permit includes well drilling slurries, lubricating fluids wastewaters, and well purge wastewaters_ This general·permit does not cover well pump testing_ The applicable Notice of Intent Forms and filing fee shall be submitted at least thirty (30) days before the start of discharge to the Department of Health, Clean Water Branch at 919 Ala Moana Boulevard, Room 301, Honolulu, Hawaii 96814-4920 or P_O. Box 3378, Honolulu, Hawaii 96801-3378. Inquiries may be directed to the Clean Water Branch at (808) 586-4309 or by fax at (808) 586-4352_

2. For Well Pump Testing

The discharger shall take all measures necessary to prevent the discharge of pollutants from -entering State -waters. Such measures shall include, if necessary, containment of the initial diSCharge until the discharge is essentially free of pollutants. If the discharge is entering a stream or river bed, best management practices shall be implemented to prevent the discharge from disturbing the clarity of the receiving water. If the discharge is entering a storm drain, the dis~harger must obtain written permission from the owner of that storm drain prior to discharge- Furthermore, best management practices shall be implemented to prevent the discharge from collecting sediments and other pollutants prior to entering the storm drain .

. JS/cr

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

,.. - 'juI-l0-02 09:28am

,I I

TO;

FROM: ,

suJJEct; I

Fat It

808-586-43TO

.... ,~#

I ,

T-549 P.Ol/02 F-51T

1"\,1' 1" "."" •• I!I~ 1"IIIt'\"I j ~Ijl 'P'I" I ·H.'~I"""

I.'ILBt:trr 8, C(lj.OMI\rA~N -.--flftucr: 8, ~"PEIU·.oN

g ECEIVEP M",.,:prrH J, CI1"~G '1 l#."r.I~"1J\ r.A~

SAfE DRINK,NG WATE~~lf.'rfrC~;II,~P. I JUt e 2002 l.INNEI. T. HISI110l<A'

: I STATE OF HAWAII' , ' « ~W1?I>t~I!CT"" PJOrR'TMJ:NT OF I.Af'JP ~ri NATURAL RtOflPIJRPI=S '

CO",MIS ION ON WATf.f1: :;~OURCJ: MAHAGEM'~NT , 'J1ONPLU~U, HAWAII fI6800 :' , ,

June 27, ;2002 1

I

Hpnorable BrlJce :8. ~ndersonl Director ' " • ' Department of HE!all , • ': ' Attantion: Denn s Tul~ng, Wastewat~r aranc~ , •

, , '~illia~ Wong, Safe Drlt1klr19 Water Br~nch' I Dr. Keith ,Kaw~o~a. Ha~ardous Evaluf4tlon and Emergency Response AI~(; ~ong, Cle~n W/ilter aranch

ck6' " , {L

Gjlbert s. COlom~-As!aran, ChaifP.~rson ' :. " " , --Commlsalon on "Yater Rasourr::e Management J ~ A

I ' ..IJ~ U Wall ConSlructlorY Permit Application ' 1

Kukuiula No.1 {Well No. fi3.2~01J " , I I ' :

Transmitted for your review and comment Is a copy of the !captioned Wall Construction pelit appliCfJtion. ' ; , '.

, ~e wowla appreciate yo~r cdm~en'fj on the captioned ap~Uc~tjOnfOr any conflicts or 1

incorsistancies with the progrf.tm~, 'p'an~, and opja~l/vAfj :;pecific tp }lour d~partmant, prease res ond i retur i this cover mama fo b Ju 11,,2002., If.we do not receive comments or a re!Ue6~ fora d lona review tl~e IS /ilte, we w I aSS\-lme that you have no commentfl.

p'lease find the attached (nl:l I) to 10000te the prop6sed well~ Ifiyou have any questions about, this ermR applies'on, reQUe5,addigpna, intormollDn, Dr reg" •• t addRlona1 review time, pi.... . conrrct Lrnore Nakama of the C~m~ls6Ion staff at 587-0218,

l-N:ss 'I I Attachment!!}

I ' RESrONf~: .,! , ' ' , : ' : ( 1 TnJa WIlli rwaU" a& a IlPLlrell ~nlC/l wilt ~ 1IIJ1 a l1li101«:& or PPI;I)JlP WIIlBr Jo II PUIl"C~'lfli aVSllll'n ICle~nJ~rl /l~ ,prvinll ~ pr /TlPI'1I pepple

lll]eIlll!DD'rJa)'l par YB,It P( /WIll 16 or morll ol\ltCO CDAn8t!IDI'IG) jlnll millil rpl'4Il~ Pir ClIpr Qfl1"1I11" apP.T!1"1 ml!zr 10 11& 11511 III r;r)mpIV INtln HJloNfIJ/ Arlmlnlllh'IIIIv8 R~lfla (HAij), TI 8 1 1. Ch~pI'" :lP, Rlllp~ RflllI1lfllllP POI.tJl w.~r &ts\tlm~, 911 ,2~ ,

J I

, :

, ' 'I 1

nil& WllII'dplIJ; nPlllllllllfy rr; p IiPllrl'4l ;';lIlVillQ B 'p1/1II11: WI!lIr uyllflrn (IIfIrvfIG 11:1 •• Irllln ~Ii paoplp Dr marll IlfKlpiB III 1111.1 110 rJllvt: ~r yelpr Ilrl,fi j;llrIIll'4I """pIl'CI)JlnI; pn~ If 'nll_II .... "!lIr II; 1115l1d for IIrlllllJnp, !frO P111f11r; own,,' .. holl'" lilA fpr """korlPlDQIc:allll1" cllfImlcfil pr'lIMl'4I bflfQre In~llIlInlllllJt" LI"", Inri rllllftneiv monllor lfle wall:l( gulllily Itrorllilllllr. I1pwpypr ,II flll\Jra PlllnnllCl III1fJ lram Inls liDUrtB inr;rIIlJ;"f; UI meat ttlp pI/Pile I/IIIIllIr f;~ dannillpn ItlJln 'PlrBf;lQr Qf Hfl8nn .. pprovill '" fIIqlol",," ~ WI Imp/lrne"",,,on.

I . I I I;

If itt" ~111111i UH!!III IiIolPPIY )XIII! pofll~llIlIn~ nQnoplllabl" P"'fJrJG8f1ln ~ &lnol" lyllem,llJp 1I~"r "hall "lImln~!JI crOll8oCr",naellonc lind IlliCltllcw r;Onnlll:l!onIIlV pnVllcall\, lapo,."",, pt;IffltJla lind n6rl"IlOIIlllII!I 'y&IOI11& Ily 1m "'r!.lMP Pr IIrt IP~!I JljICIIIII;l~ fJrfMlrllur, ilnll /ly r;ta""y IIIllel1n9 fill ntlfl-,PoJ/il6re 'P'OO15 Wlltllolll",'''II''pnll lll pr8~"lIllm.rlvar1"1I'I1 t:POIiumpplln PI mm·plllfl~1I welll(, PIClCnow pl1lVIIlllllln rJ~Ir.8s f1npuli'J Illl rPUIP!lllly InaptlC!ed ,11M 1~lId, : ':. ' i '

X I .ll dour; nOI ;lppI!,!r 111;1/lni6 WIlli will lis u5pd fpr qm511rnpllve P"rpIl685 IIn",11 npI I'JPJ~ClIQ ~f"fJ Prln~lng vJ .. ! .. r ~p~ullJ1lon6, ", 8.t r.ni,s t:~me. Hd",eve:r, 11 this aPIJT.lce \1s to aene aa ~ pubJ.l.~ ·w~ter,lsy~~em J·n t:he tllfure tnen

PDr lI'Ie IIPPllcan". InlgrmllllrJfI, IiIlO'J'f" pr pD~IPJ8 ~alllWflJ6' I=POltllfllnlJ1lPf1 [J'" Il'li "rt/lpr;arlla nlillt lno ptopoeeCl willi r;JIr' t eHv:l:re,: ~or CinlllmtllJlDn IIIfIIcnlid) . , " ' a ealtn f:l

: I ' I :; '. approval is req,dt'E [I, ~NPOE6pllnn"lIIre~I/'rlld. ! I " ;' .: : prior tOirnpl~ml!m-)(" ; O,.r rlillllllRnI POH rUleJllf'flIlUIM«IIf1£'i,nfPjllllrJn, or rlicommllncla"Q"~ fll'f:l illltl~pd, 1:a 1:1on. f ) ",~ j;fJmlflfi'nWp/llpJ:llpn~ I ' , , • I

Cor ~.,.on:. ~U ~~ I p~on;: 586-ba

S'9nrd: fI1 U t.,Or"t ' I PRte:; JUL -'Ij ?002 . .1 r

I J

Jul-l0-02 09:28am FrDm-HI DEPT OF HEALTH 808-586-43TO T-549 P.02/02 F-51T

, I "

, I

The beptlrtmcnt of Health, $afJ OrinkJn~ Water B~~nph haS th~ follpwillg addjtional comf1len~ for the Well Conillfuf~on Permit Application foritho' Kukuiula No.1 Wen (Well No. 2-5328-01 K4um): I

~t d<iea "'" BPP"'1f Ib,t Ibi. well IWill b. used for c~"'mptiv. P~rpOil" and i, not .ubject Ito S~fe Drinking W~l:et regQ12~ir.nB. :However, I!tep~ f:lllOUlc! he Jaken 1:0 prevent both ~irect human con~umption qfth'is water, and crosa~connectiQn~with~ any pOla]Jle water ~uPp')y .. J~the user receives ~a~r from ~he KIl~i pepa~ent ofW~!er Supply, tJ~e 'User shaUl chmmate cro~s-connectJOns and bacJdlow cOm:JecJlons:by pbyalcjJUy separa.ting rotable aJld Ilon ... pomble sys~~ lly an air gap or.ru1 approved baclal.ow preventer, and by fJca~ly labeling all non-pofubJe rpjgots ~nd piping ~ '''NON!.PO'rA[3LB'', to prevent fadJ'er~l~t conlJumption ofrtonrPot;lple ~ater. aa~ktlow p,;evemion devices ahouJ~ be fOLJlmely l",~pected and te~t~d, fhe J(a,.HU D~partmFnt ofWflter Supply must be notified r Ib;,y may require a bacldlow !CDler on their service connection to the 6iciliti •• ,

I

719/02

BENJAMIN J. CAYETANO GOVERNOR Of HAWAII

Mr. Tom Shigemoto




June 27, 2002

Kukui'Ula Development Co. (Hawaii) LLC P.O. Box 430 Koloa, HI 96756

Dear Mr. Shigemoto:

Well Construction Permit Application for Well No. 5328-01

GILBERT S. COlOMA-AGARAN CHAIRPERSON



HERBERT M. RICHARDS, JR.

lINNEl T. NISHIOKA DEPUTY DIRECTOR

5328-01.rev

We acknowledge receipt, on June 5, 2002, of your completed Well Construction permit application and filing fee for the Kukuiula No.1 (Well No. 5328-01). You can expect your application to be processed within ninety (90) days from this date,

If you have any questions about your permit application, please contact Lenore Nakama of the Commission staff at 587-0218 or toll-free at 274-3141, extension 70218.

Sincerely,

. n -'"

1i1' .' '/ ; /

/' I JJ!{J/ ) 'J I '-'" '---" '

LlNNEL T. NISHIOKA Deputy Director

LN:ss

I


GILBERT S. COLOMA-AGARAN CHAIRPERSON

TO:

FROM:

SUBJECT:




June 27, 2002

Honorable Bruce S, Anderson, Director Department of Health Attention: Dennis Tulang, Wastewater Branch

William Wong, Safe Drinking Water Branch




LlNNEL T. NISHIOKA OEPUTY tMRECTOR

Dr. Keith Kawaoka, Hazardous Evaluation and Emergency Response

Gilbert s. COIO:~~::~::,~~:~::a~~r Branch i:0, A. ?(JP Commission on Water Resource Management ~U J, (j il0 Well Construction Permit Application Kukuiula No.1 (Well No, 5328-01)

Transmitted for your review and comment is a copy of the captioned Well Construction permit application,

We would appreciate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by returning this cover memo form by July 12, 2002. If we do not receive comments or a request for additional review time by this date, we will assume that you have no comments.


LN:ss Attachment(s )

RESPONSE:

[ 1

[ 1

[ 1

[ 1

[ 1

[ 1

[ 1 [ 1

This well qualifies as a source which will serve as a source of potable water to a public water system-(defined as serving 25 or more people at least 60 days per year or has 15 or more service connections) and must receive Director of Health approval prior to Its use to comply with Hawaii Administrative Rules (HAR), Title 11, Chapter 20, Rules Relating to Potable Water Systems, §11-20-29.

This well does not qualify as a source serving a public water system (serves less than 25 people or more people at least 60 days per year or 15 service connections) and if the well water is used for drinking, the private owner should test for bacteriological and chemical presence before initiating such use and routinely monitor the water quality thereafter. However, if future planned use from this source Increases to meet the public water system defimtion then Director of Health approval is required prior to implementation.

If the well is used to supply both potable and non-potable purposes in a single system, the user shall eliminate cross-connections and backflow connections by physically separating potable and non-potable systems by an air gap or an approved backflow preventer, and by clearly labeling all non-potable spigots with warning signs to prevent inadvertent consumption of non-potable water. Backflow prevention devices should be routinely inspected and tested.

It does not appear that this well will be used for consumptive purposes and is not subject to Safe Drinking Water Regulations.

For the applicant's information, a source of possible wastewater contamination [ lis [ 1 is not located near the proposed well site (information attached).

An NPDES permit is required.

Other relevant DOH rules/regulations, information, or recommendations are attached.

No comments/objections

Contact Person: _________________ _ Phone: ____________ _

Signed: ___________________ _ Date: -----------


GILBERT S. COLOMA-AGARAN

TO:

FROM:

SUBJECT:




June 27, 2002

Dede Mamiya, Administrator Land Division

~fJ1 Linnel T. Nishioka, Deputy Director Commission on Water Resource Managemen\_/ ',.' _/ I. I


CHAIRPERSON



HERBERT M. RICHARDS, JR

LlNNEL T. NISHIOKA DEPUTY DIRECTOR


We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond bv returning this cover memo form by July 12, 2002. If we do not receive comments or a request fOr additional review time by this date, we will assume you have no comments.


LN:ss Attachment(s )

RESPONSE:

[ 1 A water lease/permit is required of this applicant and an application for such will be requested by our division.

[ 1 A water lease/permit is not required of this applicant.

[ 1 A water lease/permit has been obtained by the applicant through lease no. __________ _

[ 1 This well project [ 1 requires [ 1 does not require a COUP. If a COUP is required it [ 1 has [ 1 has not been approved and [ 1 is [ 1 is not currently active.

[ 1 Other relevant Land Division rules/regulations, information, or recommendations are attached.

[ 1 No objections

[ 1 Other comments:

Contact Person: _________________ _ Phone: ___________ _

Signed: ___________________ _ Date: --------


GILBERT S. COLOMA-AGARAN

TO:

FROM:

SUBJECT:




June 27, 2002

Don Hibbard, Administrator

:i~~:i~ P~~::i::~i,O:eputy Director f. j~) j Commission on Water Resource Managem~~v '


CHAIRPERSON




LlNNEL T. NISHIOKA DEPUTV DIRECTOR


We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by July 12. 2002. If we do not receive comments or a request for additional review time by this date, we will assume you have no comments.


LN:ss Attachment( s)

RESPONSE:

[ ] There may be areas in the vicinity of the well site that contain subsurface cultural remains such as artifacts, burials or concentrations of shells or charcoal.

[ ] Other relevant Historic Preservation rules/regulations, information, or recommendations are attached.

[ ] No objections

[ ] Other comments:

Contact Person: _________________ _ Phone: ______ __

Signed: _____________________________________ _ Date: ---------

DEP~TMENT OF LAND f#.) f'iA.TURAL RESO\,JM:.§. OOClJ'w'\ENT r-.o • '- UA.C OR ATTACHED WJRKSHEET fJ· - DATE: JUN2 5 2002

SRC/ COST F YR IlPP D OBJ CTR PROJECT PH ACT M-()LNT NAME/DESCRIPTION . (WAN:; INPUT)

S 2l 326 C 1026 0752 (1) 25.00 TNWRE INC. - --- - ---- ---- ------ -- --- ------------------

(2) - -- --- - ---- ---- ------ -- --- -------------------(3) - -- --- - ---- ---- ------ -- --- -------------------(4) - -- --- - ---- ---- ------ -- --- -------------------

TOTAl- 25.00

REMARKS: LINE (1) Well No. 5328-01 eWCPA)

LINE (2)

LINE 0)

LINE (4)

m~~·--~~~~~--~~~~~~~~~--~~~--~~--~--~~~~~ ~ h Bank of Hawaii

~

,I !i~ !o

~ ~

!

TNWRE INC. DBA TOM NANCE WATER RESOURCE ENGINEERING

WARD PLAZA BRANCH HONOLULU. HAWAII 96814

2688

680 ALA MOANA BLVD.,STE. 406 HONOLULU, HI 96813 DATE ___ J_u_n_e_4~,~2_0_02 __ __

59-102/1213 25

PAY * * Twenty-five and 00/100 * * DOLLARS $1 *25.00*

---------------------------------------------I" I

TO THE

ORDER Department of Land & Natural Resources OF

TNWRE INC. DBA TOM NANCE WATER RESOURCE ENGINEERING HONOLULU, HI 96813

DATE

Filing Fee

A2

DETACH AND RETAIN THIS STATEMENT THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW

IF NOT CORRECT. PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED

DESCRIPTION AMOUNT

;~:

c-t J

i

- -__ ....J;

~_ .: l

Well Background Check

Approved Well No. Well Name Applicant

Pilaa Mauka 1 James Pflueger

5/28/1997 1324-01 Sunburst Equity Sunburst Equities, Inc.

1116/1998 0844-01 Puu 0 Hoku 1 Puu 0 Hoku Ranch

7/13/2000 1324-02 Namahana Acres Jackie Yellin

7/13/2000 1224-01 Gina

10/19/2000 0618-09 Kealia 1A

10/19/2000 0618-10 Kealia 2A

10/19/2000 1120-32 Larsen Beach

12/21/2000 1221-06 Pilaa-Jimmy

4/23/2001 1120-34 Ke Hoomaka

4/24/2001 0020-03 EWM 1

5/18/2001 0520-12 Kulana 11

5/18/2001 0520-04 Kulana 3

5/18/2001 0520-11 Kulana 10

5/18/2001 0520-10 Kulana 9

5/18/2001 0520-09 Kulana 8

5/18/2001 0520-08 Kulana 7

5/18/2001 0520-07 Kulana 6

5/18/2001 0520-06 Kulana 5

5/18/2001 0520-13 Kulana 12

5/18/2001 0521-05 Kulana 19

5/18/2001 0520-02 Kulana 1

5/18/2001 0521-06 Kulana 20

5/18/2001 0520-03 Kulana 2

5/18/2001 0521-04 Kulana 18

5/18/2001 0521-03 Kulana 17

o/181lU01 0521-02 i'\ulana 16

Thursday, June 06, 2002

Aloha Associates 2000 LLC

Kealia Mauka Holdings, LLC

Kealia Mauka Holdings, LLC

Ricardo Russell

James Pflueger

Craig H. Maas

EWM Kauai LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LLC

Kapaa 382 LL(';

Driller

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21457

C-21451

Type

BOTH

BOTH

WELL

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

BOTH

Well Construction Issued Signed WCR1 Accept

6/2/1997 11118/1999 412712001 4/24/2001

11/17/1998 711712000 3/30/2001 7/18/2001

7/18/2000 8/2212000 4/16/2001 4/16/2001

7/18/2000 11/13/2000 411612001 5/312001

10/20/2000 10/23/2000 2/20/2001 2120/2001

10/20/2000 10/23/2000 2/20/2001 2/20/2001

11/3/2000 31612001 6/14/2001 7/17/2001

12128/2000 6/3/2001

51712001 5/14/2001

5/412001 10111/2001 111812002 1/18/2002

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001 12/31/2001

512112001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001

5/21/2001 7/212001 12131/2001 1/18/2002

5/21/2001 7/212001

Pump Installation Issued Signed WCR2 Accept

51712001 91712001 4/27/2001 4/27/2001

5/14/2001 6/18/2001

5/14/2001

212312001 2127/2001 2/26/2002 3/812002

2123/2001 2/27/2001 2/26/2002 3/81200

8/6/2001 8/10/2001 9/28/2001 9/28/2001

1/28/2002

o

212812002

Page 10/2

Well Construction Pump Installation Approved Well No. Well Name Applicant Driller Type Issued Signed WCR1 Accept Issued Signed WCR2 Accept

5/18/2001 0521-01 Kulana 15 Kapaa 382 LLC C-21457 BOTH 5/21/2001 71212001

5118/2001 0520-15 Kulana 14 Kapaa 382 LLC C-21457 BOTH 5/21/2001 71212001

5118/2001 0520-14 Kulana 13 Kapaa 382 LLC C-21457 BOTH 5/21/2001 71212001

5118/2001 0520-05 Kulana4 Kapaa 382 LLC C-21457 BOTH 5/21/2001 7/212001

5/18/2001 0521-07 Kulana 21 Kapaa 382 LLC C-21457 BOTH 5/21/2001 7/212001

7/9/2001 0720-03 Kealia Mauka 1 Kealia Mauka Holdings C-21457 BOTH 7/1212001 7/13/2001 212112002 2121/2002 3/4/2002 4/6/2002

8/27/2001 1223-01 Zweben Louise Zweben C-21457 BOTH 9/6/2001 91712001

9/13/2001 1124-01 Koa I Neal & Melissa Norman C-21457 BOTH 9/21/2001

10/3/2001 1221-10 Pilaa 1 James Pflueger C-21457 BOTH 1011712001 2115/2002 0 1013/2001 1221-11 Pilaa2 James Pflueger C-21457 BOTH 1011712001 2115/2002

1013/2001 1222-05 Pilaa 3 James Pflueger C-21457 BOTH 10/17/2001 2115/2002

1013/2001 1222-06 Pilaa4 James Pflueger C-21457 BOTH 10/17/2001 2115/2002

12113/2001 6734-03 Kukuihaele Explo Hawaii DWS C-21457 WELL 12114/2001 12/17/2001

o

Thursday, June 06, 2002 Page2of2

Tom Nance Water Resource Engineering

o

Ms. Linnel T. Nishioka - Deputy Director Commission on Water Resource Management Department of Land and Natural Resources State of Hawaii P. O. Box 621 Honolulu, Hawaii 96809

Dear Ms. Nishioka:

o

-J

Well Construction Permit Application for Kukuiula Well No. 1 in Koloa. Kauai

June 4, 2002 02/252 (02-29)

Attached please find a Well Construction Permit application and $25 filing fee for a test well to be located near the Kukuiula WWTP in Koloa, Kauai. The well will be developed and tested to determine groundwater conditions and aquifer properties of the basal lens in the Koloa volcanics. If you have any questions, please feel free to call.

Sincerely,

Tom Nance

Attachments

cc: Dan Yasui - A&B Properties [Fax only] Tom Shigemoto - South Shore Community Services [Fax only] Steve Sagstad - Malcolm Pirnie [Fax only]

680 Ala Moana Boulevard. Suite 406 • Honolulu, Hawaii 96813-5411 • Phone: (808) 537-1141 • Fax: (808) 538-7757· E-mail: [email protected]

State of Hawaii COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources APPLICATION FOR PERMIT • Well Construction and/or D Pump Installation

5-20-02

02-29

Instructions: Please print in ink or type and send completed application with attachments to the Commission on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. Application must be accompanied by 5 copies and a non-refundable filing fee of $25.00 payable to the Dept. of Land and Natural Resources. The Commission 'may not accept incomplete applications. For assistance, call the Regulation Branch at 587-0225. For further information and updates to this application form, visit http://www.state.hLus/dlnr/cwrm.

For Official-Use Only": t' .

,.. J

APPLICANT INFORMATION: (Fill out all three, if applicable, and place a check next to the primary contact)

7

1. (a) • ~ELLOWNER: Kukui 'Ula Development C0C;ontactperson:Tom Shigemoto Phone: 808-742-2770

-MaitingAddfess-:JHawaii) LLC Mailin9 Address: P. O •• Box 430 Koloa, Hawaii 96756

Fax: 808-742-2776 E-mail: tshi [email protected]

(b) D LANDOWNER:Alexander & Baldwin, Inc.ContactPerson:Tom Shigeomoto Phone: 808-742-2770

-Mailit1§AEidfess:- McBryde Sugar Co. Ltd. t1ailing: P. O. Box 430 Koloa, Hawaii 96756

Fax: 808-742-2776 E-mail: [email protected]

(c) D CONTRACTOR: Oasis ~!ater Systems, Inc€ontactPerson: Steve Goldberg Phone: 808-828-6876

Mailing Address: P. O. Box 535 Kilauea, Kauai, Hawaii 96754

Fax: 808-828-0778 E-mail: [email protected]#: C-21457 (circle one~C-5TI C-57a, or A)

WELL & PUMP INFORMATION: (Please fill in the diagram on the back of this form.)

2. WELL NAME: Kukuiula No.1 Island: Kauai

Address Kukuiula ~Jastewater Treatment PlantTaxMapKey: 2 6 04 38 Zone Sec Plat Parcel

Attach: (a) portion of a 7.5-Minute Series USGS topographic map (scale 1:24,000) with well location labeled and include the name of the quad map (b) a property tax map, showing well location referenced to established property boundaries

3. PROPOSED WORK: • Construct New Well D Install New Pump" (check al/ that apply)

D Modify Existing Well" D Modify Pump"

D Abandon/Seal"

4. CONSTRUCTION:

"State Well No.:

• Drilled DOug D Shaft

(if unknown, please call Commission at 587-0225)

D Tunnel

Is this well part of a battery of wells?

5. PROPOSED PUMPING RATE: See Remarks Below

6. PROPOSED USE: D Municipal (including hotels, stores, etc.)

DYes .No (Please describe)

gallons per minute

D Industrial (check all that apply)

D Domestic (individual, noncommercial water system)

Does this well serve 25 or more people at least 60 days per year or have 15 or more service connections? DYes D No

D Irrigation (crop)

D Military

7. (a) PROPOSED AMOUNT OF WITHDRAWAL: See Rema rks Below

D No. of Acres:

• Other (explain): See Rema rk s Be 1 ow

gallons per day

(b) METHOD OF FLOW MEASUREMENT: • Flowmeter D Open-pipe D Weir D Orifice D Other(explain)

OTHER IMPORTANT INFORMATION:

8. LEGAL REQUIREMENTS: If required, these permits!1!!:!§1 be obtained before the Commission can legal/y issue a permit.

Conservation District Use Permit (COUP) To find out if a COUP is necessary, call DLNR Land Division at 587-0414

• Not Required If required, date approved _____ _

Environmental Impact Statement (EIS) or Environmental Assessment (EA) To determine if an EIS or EA is necessary, call OEQC at 586-4185 • Not Required If required, date published in OEQC bulletin _____ _

Special Management Area Permit (SMAP) To determine if an SMAP is necessary: on Oahu, call 527-5374; on Hawaii, call 961-8288; for Maui county, call 270-7235; on Kauai, call 241-6677.

• NotRequired XlU~)(l)(r)6?t:XI)(t)OIOO:l(9V*c)( The well will be developed for informational purposes to

9. REMARKS, EXPLANATIONS: determine groundwater conditions and potential yiel d. Pump ~estlng will be conducted at rates up to 350 GPM. Ihere are no plans at thlS tlme to lnstall a permanentpymp· - '. . -

• (if more space is needed, please attach additional sheet) NOTE: Signing below indicates the signatories understand and swear that the information provided on this application is accurate and true to the best of their knowledge. Further, the signatories understand that approval of this application attaches the following standard conditions: 1) the proposed work is to be completed within two (2) years of the approval date; 2) the contractor shall submit to the Commission a well completion/abandonment report within 60 days after the completion date of the permitted work; 3) monthly water use data shall be submitted to the Commission; 4) such appro'ial shall not constitute a determination of correlative water rights and shall not guarantee the pump capacity or future use up to the permitted pump capacity; 5) in the event that the application is not completed correctly, any permit may be suspended until the item is brought in to compliance, and any work done whil~hm~s:~u~~~~J result in fines of up to $1000/day.

Well Owner .se. ... "'Ce.lo. L.L.c.. • Landowner An~1 IU,,,. I",,, . (p~int legibly) d I_} . ~.Jl- (p~int legibly) • •

SIgnature' ~b.;;p ~ SIgnature

Date S ~ 'Z 6 .evt.. Date -.S' - "Z f - b 'Z-

For official use only Latitude _______ Aquifer System No.

Longitude State Well No.

WCPIPA Form 8/21/01

10. PROPOSED WELL SECTION (Please attach schematic if different from diagram provided below)

82 13 Hole Diameter. ____ in.

Elevation at top of casing ~ ft., msl* Minimum of 2' Radius & 4" Thick Concrete Pad (to contain benchmark surveyed to nearest 0.01 ft.) ~g

Ground Elevation: ft., msl*

Please refer to the 95 Cement Grout: ...,.-_-:(min. 70% of dist","(,,? from ground elevation to top of water surface or 500 ft., whichever is less.)

HAWAII WELL CONSTRUCTION AND PUMP INSTALLATION STANDARQS Lv ",11<sure ii IClt your Cls-buiii is in compliance

with applicable standards.

¥-----j Solid Casing: (;:: 90% x (Ground Elev.-Water Level Elev))

Total Length: . 88 100 ft. Annular space between hole and casing (min.3"):

3 Nominal Oiameter: ___ --,:6:--:=-= _____ ,in.

Wall Thickness: ___ ---=--::0_._2_5~:;-----in. in.

Bottom Elevation: ___ -=t=-8=--_-_2_0_ ft., msl*

Rock or Gravel Packing:

None ~,....-,.-:--_ft. Material:

Open Casing: tI-fleff@fated- 0 Screen

o Crushed Basalt H~e None Total Length: _____ --::: ______ fl.

Nominal Diameter: ___ ---,6:--:= ____ ,in. o Rounded Gravel Wall Thickness: ___ ....... ,Q,'W_2_9 ____ -'in.

Bottom Elevation: ___ -_1_1_8 ___ _ Estimated Water Level ft., msl*

note: Neither bentonite nor mud should be used in

_-..-__ '" msl* ."AtllrAtAri 7nnA rillrinn ririllinn

* The approximate elevation must be referenced to mean sea level (msl) at the time of application filing. Final elevations of well components shall be submitted in the Well CompletionlVVell Abandonment reports and referenced to a benchmark which has been established by a surveyor licensed by the State.

Open Hole:

Length:

Diameter:

Bottom Elevation:

For non-salt water Basal Wells - bottom elevation of well should not be deeper than 1/4 of aquifer thickness or,

Bottom Elevation of Well Limit = (Water Elevation _ 41 x Water L~vel Elevation)

Example: Estimated + 2 ft. Water Level Elev. --.. Bottom Elevation otWell Limit = (2 _ 41 ~ (2)) = -18.5 ft.

Solid Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSI/AWNA C200 0 API Spec. 5L

And compliant with (check one or more): 0 ASTM A242 • Type E 0 Type S

o ASTMA53

• Grade B

None 200

13 -220

• ASTM A139

o Other

Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)

ABS Plastic conforming to ASTM F480 and ASTM 01527: (check one) 0 Schedule 40 0 Schedule 80

ft.

in.

ft., msl*

PVC Plastic conforming to ASTM F480 and (ASTM 01785 or ASTM 02241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM 02996

o Centrifugally Cast Resin Pipe conforming to ASTM 02997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM 03517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWNA C950

o PTFE Fluorocarbon Tubing conforming to ASTM 03296

o FEP Fluorocarbon Tubing conforming to ASTM 03296

Open Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSIIAWNA C200 0 API Spec. 5L 0 ASTM A53 • ASTM A139

And compliant with (check one or more): 0 ASTM A242 • Type E 0 Type S • Grade B 0 Other

Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)

ABS Plastic conforming to ASTM F480 and ASTM 01527: (check one) 0 Schedule 40 0 Schedule 80

PVC Plastic conforming to ASTM F480 and (ASTM 01785 or ASTM 02241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM 02996

o Centrifugally Cast Resin Pipe conforming to ASTM 02997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM 03517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWNA C950

o PTFE Fluorocarbon Tubing conforming to ASTM 03296

o FEP Fluorocarbon Tubing conforming to ASTM 03296

) 41,"

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› csav › WaterWells › old › Kauai › 02-532… · ~ -. LINDA LINGLE GOVERNOR OF HAWAII PETER T YOUNG CHAIRPERSON MEREDITH J. CHING CLAYTON W. DELA CRUZ JAMES A. FRAZIER CHIYOME