~UMP LOCATION:~K~~~~f~4~l ISLAND:-=4vY' · 10/26/200903:16 PM To cc "Tom Nance" , "Mel...

CHECKLIST /

WELL CONSTRUCTION PERMIT ~UMP INSTALLATION PERMIT

WELL NAME or LOCATION:~K~~~~f~4~l~~~~ _________ ISLAND:~~-=4vY~~' ______ _

WELL NUMBER: 5"1313 -01-- Tax Map KeY:~if--_2.k::---_{L-'_· .1.-1 __

OWNER/OPERATOR' LANDOWNER: Firm Name~~'~~~~~~~~~~ Firm Name~~~~~~~~ __________ __ Contact Person Contact Person ______________ __ Address S-OO Address

f:t:fJCt5"4o:i-~ Phone_-_-_-_-_-_-_-_-_-_-_~-_-

Date application received ................... p-: . ICJ4~~~~9; ~Date acknowledged receipt/request more info.~. ~.,. ~

Date application accepted ......................• !>\(Lc;}i = ~l/ Suspense date (90 days) ......................... ________________ _ Date filing fee deposited ....................... ________________ _

v-Application

Dept. of Hawn Home Lands Dept. of Health ~

Office of Hawn. Affairs State Hist Pres Div Dept/Bd of Water supply Sierra Club L. D. F. ~elattlsa lIT:Q #~ Q (Oall'Iot' Dept.Pab. WrkS (Mawait1

Comments received

Date agenda due ...•............................. SO S7"i 9 1-Date submittal due ..................•........... .i 0 S~ f " 1.. Date submittal sent to applicant ............•... ________________ _

Date application approved or disapproved ... Itt2GIo~ /192-Date applicant notified of decision ............. ________________ _

-REMARKS: :OLftR-- ~LANG -pc:r::, fN Ae4

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yi1 tAt -!euJ ~. ~ it:) 6: ~l t,

~M~UfIjJ'

T LOCATION

I{AANAP I

MA.UI ISLAND

';':: . ._0"·'

a

CONSTRUCTION PLAN FOR THE

DRILLING, CASING, DEVELOPMENT, AND PUMP TESTING OF

KAPALUA WELL NO.1

KAPALUA, MAUl, HAWAII

- ~a,>b 1 ::!:r..' -/'ItIt1tJ\.I\r"-..N 113 YiaDEO P CI'.5!r;s

~ . I'\titID~ ~ 61Z.E ..

fAeR\Cf\Je0 Cev\ESiT ~fflKhl-'Relj"\\ L

-HQD0 '5O'\LE.'

"""&''''-;:'::1'---i''~~-TI GN51 MG-"BUl DC .CEI"" L . ro:r.-P CCl\LE.

'. CA..5\N~· DEJI"IL .ffi\ 10 ~LE'

1{4' STEEL FL •.• t: (Gil COUPLING WELDED TO AND PLUG CASIHG~

~ EXI5TlHG r.-"----n GROUND

Ie;"' MIN~ I (esot FT.)

#~''YiYI-- '.:~: I .~:. ~~~ 'f//~

SOLID CASING (e50:t FT.)

I PER FO f\AT ED

CASING (40t FT.)

:".! ., 200 FEET "I

~.I :':. GROUTED .. ANNULAR

':1 srrE

\ I SEAL ABOVE : I CEMENT

I ~KET CEMENT BASKET

I CASING GUIDE

-.--,,-J/r-lIT- (

4°i o.c.)

OPEN I ANNULAR ~ 5l'ACE

'iF r -(G~O ± FT.)

J- -.r-_-------rY_~I I CA0lNG

OPEN SHOE HOLE

(OfTiONAl)

I

SECTION THf\U WELL or TO SCALE

LINDA LINGLE GOVERNOR OF HAWAII

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU. HAWAII 96809

November 30, 2009

Mr. Jeffrey Pearson Maui Land and Pineapple Company, Inc. P.O. Box 187 Kahului, HI 96733

Dear Mr. Pearson:

Certificate of Pump Installation Completion for Kapalua #1 Well No. 5938-02 (TMK (2) 4-2-001:001)

LAURA H. THIELEN CHAIRPERSON

WILLIAM D. BALFOUR. JR. SUMNER ERDMAN NEAL S. FUJIWARA

CHIYOME L. FUKINO. M.D. DONNA FAY K. KIYOSAKI. PE

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

KEN C. KAWAHARA. P.E. DEPUTY DIRECTOR

5938-02.ccpi

We are pleased to inform you that the Pump Installation work permitted for the Kapalua #1 Well (Well No. 5938-02) is complete and acceptable. This certificate of pump installation completion allows you to continue pumping your well for reasonable & beneficial water use.

Special thanks for facilitating this review: The current snapshot of conditions in this location provide valuable information with respect to potential new sources in this aquifer system.

To protect Hawaii's natural ground water resources for tIie benefit of all, the following requirements apply to the use of your well:

1. If the well is not in use it must be properly capped.

2. If the well is to be abandoned then the landowner must cause a licensed contractor to apply for a well abandonment permit in accordance with §13-168-12(f), HAR, prior to any well sealing or plugging work.

3. In the event that the well operator and/or landowner changes, the Commission shall be notified prior to the change.

4. In the event the benchmark in the concrete base of the well is altered in any way, an updated version of the Well Elevation page of the Well Completion Report Part I shall be submitted to the Commission. If a licensed surveyor had estimated the original benchmark elevation then a licensed surveyor must establish the new benchmark elevation. The Well Elevation portion of the Well Completion Report Part I can be obtained by contacting Commission staff or at www.hawaii.gov/dlnr/cwrrnlforms.htm.

Mr. Jeffrey Pearson Page 2 November 30,2009

5. Your approved pump has a capacity of 765 gpm at a head of 840 ft. In the future, pump replacements of equal or lesser capacity will not require an additional permit from the Commission, but will require the submission of a Well Completion Report Part II by the licensed pump installer. If the pump replacement is greater than the existing pump, you will need to apply for a new pump installation permit.

6. The landowner shall cause the well operator to maintain the installed meter or other appropriate means for measuring and reporting withdrawals and water levels, and appropriate devices or means for measuring chlorides and temperature. These data shall be measured monthly and reported to the Commission on a monthly basis, on forms provided by the Chairperson (attached), in accordance with §13-168-7, HAR. Blank water use report forms are also available at www. hawaii.gov/dlnr/cwrmlresources j}ermits.htm

7. The proposed use shall not adversely affect existing or future legal uses of water in the area, including any surface water or established instream flow standards. The authorization to drill a well and/or install a pump shall not constitute a determination of correlative water rights. The landowner and well operator are notified that the quantity of water taken from the well and/or the pump capacity could be reduced by the Commission in the future.

Because ground water in Hawaii is a public trust, and adverse effects at one well may affect other water resources, any violation of the above conditions or any other provision of the Hawaii Administrative Rules may be subject to fines of up to $5,000 per day. The Commission needs your help and asks that you to do your part in utilizing this shared resource. We prefer to work with you in meeting the goal of protecting our ground water resources together.

If you have any questions, please contact Charley Ice of the Commission staff at 587-0218 or toll-free at 984-2400 (Maui), extension 70218.

CI:ss Attachment

c: Maui Department of Water Supply Mel's Water Works Tom Nance Water Resource Engineering

"Pearson, Jetr' <[email protected]>

10/26/200903:16 PM

To <[email protected]>

cc "Tom Nance" <[email protected]>, "Mel Lima" <[email protected]>

bcc

Subject

History: ~ This message has been forwarded.

Charlie, I guess I should read the entire letter before getting upset. Mahalo for your understanding. Attached are the results of the pump test for Kapalua well #1, including a cover letter from Tom Nance.

Please let me know if you have any questions or need additional information.

Mahalo, JP

Jeffrey 1'. Pearson, P.E. Water Manager Maui Land & Pineapple Co. P.O. Box 187 Kahulu~ Hawaii 96733 Ph: 808 877-1606 Cell: 808 357-4509 .. '

"~ ~

256 kawahara.pdf

Pump Test Analysis - Comments

Well ID: Analysis Date: Geologist:

5938-02 10/27/09 Diane England

Constant Rate Pumping Test

Deviations From Pump Test Requirements

Test Date: 10/13/09

1. Chloride concentrations collected at greater than 6hr-intervals. However, data provided are sufficient for analysis and show minimal rise in chloride concentrations (17mg/1 to 20 mg/l) over the duration of the pumping test.

Drawdown Curve Comments 1. The drawdown plot appears to show tidal influence in the well with peaks and

valleys in the curve at approximately 12-hr intervals. However, the peaks and valleys do not correlate well with the NOAA predicted high-tide and low-tide periods for the test dates. Delayed tidal response does not appear to be the cause of the discrepancy.

The poor fit of the NOAA tidal data to the drawdown plot may reflect barometric or pumping influences at the well. NOAA barometric data for the test dates do not show any storm events. However, the well could be influenced by normal daily barometric fluctuations.

Five Maui Department of Water Supply Wells (DWS) are located south and west of the site between 1,800ft and 4,700 ft away. The wells, 5938-01 and 5838-01 through 5838-04 have pumping rates ranging from 500 to 1,000 gpm. The DWS wells are located on the opposite side of Honokahua Stream and, in the case of 5838-01, also Napili Gulch. At this time, it is not known if the alluvial sediments in these stream valleys are sufficiently deep and impermeable as to pose a hydrogeologic boundary to groundwater flow.

Another well (5938-03) owned by Maui Land and Pine is located approximately 1,700 ft to the north and has a pumping rate of 800gpm.

Pumping impacts from one or more of these wells may be skewing the tidal response in 5938-02.

2. Due to the fluctuating water levels, T & K cannot be calculated. However, based on a maximum test drawdown of 1.38ft and rapid recovery of water levels after the pump was shut off, T & K are presumed high.

Permeability and Hydraulic Conductivity of Nearby Wells (similar construction): 5938-04: K = 2,100 ftld; T = 160,000 ft2/day; distance from 5938-02 =: 800 ft 5838-04: K = 820 ftld; T = 250,000 ft2/day; distance from 5938-02 =: 3,300 ft

Page 1 of2

Well Interference & Stream Impacts

1. Honokahua Stream is approximately 1,200 ft southwest of the well and is fed by high-level water. The well (5938-02) is solid cased to 755 ft below ground. No impacts to the stream are anticipated from pumping at 5938-02.

Other Comments

1. None.

Proposed Pump Capacity OK? : YES @ 765 gpm or less

Page 2 of2

o 500 1000

Constant Rate Pump Test Well 5938-02 (10-13-09)

Time (min)

1500 2000 2500 3000

NOAA Predicted Tides

Higher High Tide Lower High Tide Lower Low Tide Higher Low Tide

3500 4000 4500 5000

0.25 +-�__-+------:------:------+--�__----c~~~-I__-_+__-~-~-_H

0.5+-r_-+---+-----:-----+--r_~~~~-r_-4_-~-~-4H

1.5+-r_-+--_+-~---_+--r_-~-~-~-~-~-~-_H

1.75+-r_-+--~-_+---_+--r_-~-~-~-~-~-~-_H

2.-+---~--~--~-----+--+--~-~-+--~-~-~-~

800

790

__ 780

a 770 Cl

-; 760 .... l}. 750 Cl .!: 740 Co E 730 ::J

c.. 720

710

700

~ ..

o 500

...

Pumping Rate Well 5938-02 (10-13-09)

• ..... ~

• • •

1000 1500 2000 2500 3000 3500 4000 4500 5000

Time (min)

Constant Rate Test (5938-02) Elapsed Time

Drawdown (ft) Pump Rates

(min) (gpm) 0 0 1 1.8 2 2 3 1.05 4 0.91 767 5 0.9 6 1.12 7 1.14 766 8 1.13 9 1.15 10 1.15 766 15 1.15 765 20 1.16 25 1.17 765 30 1.17 40 1.18 50 1.18 60 1.18 70 1.15 80 1.21 90 1.21 768 100 1.21 150 1.21 200 1.19 250 1.1 300 1.03 767 400 0.94 500 0.92 600 0.87 700 0.83 800 0.86 900 0.87 767 1000 0.87 767 1250 1.16 1500 1.38 1750 1.1 772 2000 0.9 2250 0.83 2500 0.79 770 2750 1.29 3000 1.39 763 3250 1.03 3500 0.93 3750 0.85 763 4000 0.88 4250 1.32 4336 0.84 765

Average: 766.50

13:09

14:49

12:49am

14:09

6:49am

15:09

3:39am

11:59am 13:25

10/13/2009

10/13/2009

10/14/2009

10/15/2009

10/15/2009

10/16/2009

10/16/2009 10/16/2009

~ \ ",. .

Mr. Ken Kawahara Deputy Director Commission on Water Resource Management Department of Land and Natural Resources State of Hawaii P. O. Box 621 Honolulu, Hawaii 96809

Dear Mr. Kawahara:

Results of the Constant Rate Pump Test of Kapalua Well 1 , State No. 5938-02 in Kapalua, Maui

October 21, 2009 09-256 (09-60)

Attached are the data sheets for a 72-hour constant rate pump test of Kapalua Well 1, State No.

5938-02. The test was done in response to your September 25, 2009 written request to Mel Lima of Mel's

Water Works Hawaii, Inc. The test was run over the October 13 to 16, 2009 period for a continuous

pumping duration of 72 hours and 16 minutes. Water level was measured with an airline, bubbler, and

pressure recorder as there is not sufficient room between the column pipe couplings and well casing to

install a sounding tube. I collected the samples and other data at the start of the test. Thereafter,

Kapalua Water Company personnel collected the samples and data.

If you have any questions, feel free to call me or Jeff Pearson at Maui Land & Pineapple

Company, Inc. (808-877-1606).

Sincerely,

Tom Nance

cc: Jeff Pearson - ML&P Mel Lima - Mel's Water Works Hawaii

Attachments

Target Q 765 GPM Reference Point For Depths 770 Feet MSL

Pumped Well No. Pumped Well Name. Observation Well No. Observation Well Name

5938-02 Kapalua Well 1 (None) Static Water Level at Start of--~6-=.7":"5-=F-ee"":'t"'!"M':":!S~L--

(None)

Distance between Obs. Well and Pumped Well Water Level Measurements by Flow Meter Reading Start

Suggested Actual ,

Elapsed Elapsed Water, Time, Time, [eve I Orawd6wn

t ,t ',i.,' ,".

"

(Fe~t)·

(min) (niin) ,,' MSL) " ,.,,(Feet) -45 -45 6.68 -30 -30 6.72 -15 -15 6.74

0 0 6.75 0.00 1 1 4.95 1.80

1 ,5 2 4.75 2.00 2 3 570 1.05

2.5 4 5.84 0.91 3 5 5.85 0.90 4 6 5.63 1.12 5 7 5.61 1.14 6 8 5.62 1.13 7 9 5.60 1.15 8 10 5.60 1.15

10 15 5.60 1.15 15 20 5.59 1.16 20 25 5.58 1.17 25 30 5.58 1.17 30 40 5.57 1.18 40 50 5.57 1.18 50 60 5.57 1.18 60 70 5.60 1.15 70 80 5.54 1.21 80 90 5.54 1.21 90 100 5.54 1.21

100 150 5.54 1.21 150 200 5.56 1.19 200 250 5.65 1.10 250 300 5.72 1.03 300 400 5.81 0.94 400 500 5.83 0.92 500 600 5,88 0.87 600 700 5.92 0.83 700 800 5.89 0.86 800 900 5.88 0.87

(N/A) ft. airline

7,655,000 gallons

Purripirjg :1".,

:Rate' EC, ,·.,'CI> Q,>"

., ",.'.'.,', •... , , '.':,.:"

, , ""-(GPM) (J,lmhos) (ll1g/l)

767 161

766 162 17

766 162 765 162

765 162

768 168

767 174 20

767 172

Start of Test Date 10/13/2009 Time 13:09

,,' " ,"" ,> ',',',"

I,

" "r:, ),~:ciS± '" ,r~rt1p·t r.~III;t:;:,; ":"",:':: J:~~;~ ::.::'-.:: :/:: >"., I~

;.\:.':x·;:'·' " - ,,' '. . '" ;'~-'

{DegF}" '" ""r,>,>

Start Pumping at 13:09 On 10/13/09

67.2

67.1 First Chloride Sample

66.9 66.9

66.9

66.7

66.5

66.5

,.,' :

•

of 2

900 1000 5.88 0.87 767 170 18 66.5 1000 1250 5.59 1.16 1500 1500 5.37 1.38 2000 1750 5.65 1.10 772 172 19 66.6 2500 2000 5.85 0.90 3000 2250 5.92 0.83 4000 2500 5.96 0.79 770 174 20 66.5 5000 2750 5.46 1.29 6000 3000 5.36 1.39 763 175 20 66.6 7000 3250 5.72 1.03 8000 3500 5.82 0.93 9000 3750 5.90 0.85 763 177 20 66.5

4000 5.87 0.88 4250 5.43 1.32 4336 5.91 0.84 765 177 20 66.8 Off at 13:25 on 10/16

Meter = 10,985,000 4336 Minutes Average 768 GPM

0 1 6.13 0.62 Begin Recovery Data 1 2 6.87 -0.12

1.5 3 6.87 -0.12 2 4 6.86 -0.11

2.5 5 6.85 -0.10 3 6 6.81 -0.06 4 7 6.75 0.00 5 8 6.72 0.03 6 9 6.69 0.06 7 10 6.66 0.09 8 15 6.65 0.10

10 20 6.65 0.10 15 25 6.66 0.09 20 30 6.66 0.09 25 40 6.66 0.09 30 50 6.66 0.09 40 60 6.67 0.08 50 70 6.69 0.06 60 80 6.69 0.06 70 90 6.7 0.05 80 100 6.69 0.06 90 125 6.69 0.06

100 150 6.7 0.05 End Recovery Data

1.500 ~

...J Ie 1.000 o ..., dJ 0.500 :> .~ ..., :':l dJ '-...,

0.000

:t; -0.500 !:;

-1.000

NOAA/NOS/CO-OPS Water Level (Al) vs. Predicted Plot

1615680 Kahului, HI fro~ 2009/10/12 - 2009/10/17

Page 1 of 1

-1.500 ~~--~~--~--~~--~~--~--~~--~~--~--~~--~~--~--~~--~~--~ 10/12 00:00

10/13 00:00

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10/14 00:00

10/15 00:00

Date/Ti~e (GMT)

Observed WL --

10/16 00:00

10/17 00:00

(Obs-Pred)

10/18 00:00

http://tidesandcurrents.noaa.gov/cgi-bin-mp/data .-IJlot.cgi?mins=&datum=4&unit= 1 &stn... 10/27/2009

, 'Data Retrieval Page 1 of3

'Kilfl mm:'fll )"~I Kahului, HI: Data Inventory

fitatiOl1o)iDti.1,615680 Page Help

TIde! \Vo1er Leve! Historic Tide Data

Data , , T'd(Hi*('~ Tide Data

Station Date Time Pred 6 cur~ril:hll:a 1

Units: Feet Met£)atrlaft<~al MSL GMT 100.00 o b 'M"''CY5! lil¥,l!im : 1. 41 CorM.:klilii.lfI).lm: -1. 21 , ,.

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t,"T 1615680 ::0091016 17:00 -O.S7 1615680 :~0091 016 18:00 -0.50 1615680 20091016 19: 00 -0.22 1615680 20091016 20:00 0.20 '.1.1 1615680 20091016 ::1:00 0.63 1615680 20091016 2:::00 0.95 1615680 20091016 23:00 1.07 Iff 1615680 20091017 00:00 0.93

http://tidesandcurrents.noaa.gov/data _ menu.shtml?bdate=20091 0 12&edate=20091 0 17 & ... 10/27/2009

Data Retrieval ..,."~"'"

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1615680 20091017 01:00 0.55 1615680 20091017 02:00 0.0::: 1615680 20091017 03:00 -0.53 1615680 20091017 04:00 -0.98 1615680 20091017 05:00 -1. 21 1.1 1615680 20091017 06:00 -1.15 1615680 20091017 07:00 -0.82 1615680 :::0091017 08:00 -0.28 1615680 :::0091017 09:00 0.34 1615680 20091017 10:00 CI.91 1615680 20091017 11: 00 1. 29 1615680 20091017 12:00 1. 41 ttl 1615680 20091017 13: 00 1. 26 1615680 20091017 14:00 0.89 1615680 20091017 15:00 0.40 1615680 20091017 16:00 -0.06 1615680 20091017 17:00 -0.38 1615680 20091017 18:00 -0.49 '-T 1615680 :::0091017 19:00 -0.37 1615680 :::0091017 20:00 -0.06 1615680 :::0091017 21:00 CI.34 1615680 20091017 22: 00 0.70 1615680 20091017 :::3:00 0.90

Begin Date: Interval: Datum:

r-I O-ct-ij"""l I12iJ 12009 13 End Date:

r-lo-ct-ij-rfl7312009 13 I Hourly WL ::oJ I MSL ::oJ

Dlsc~alfners

11!23/2005 Contact Us

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home I ~ I programs I partnerships I education I .tJ.g!p Pnvacy P011CY A,bout C()"()PS For CO··OPS Employees 001Y ReVlsed:

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Time Zone: Data Units: r Local Ie Feet (LST/LDT)

r Meters Ie GMT r LST

NO/\,A. ; National Ocean SerV1ce

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WILLIAM D. BALFOUR, JR. SUMNER ERDMAN NEAL S. FUJIWARA

CHIYOME L. FUKINO, M.D.

/ ./

DONNA FAY K. KIYOSAKI, PE. LAWRENCE H. MilKE, M.D., J.D.

Mr. Mel Lima Mel's Water Works 95-646 Lawena Street Mililani, HI 96789

Dear Mr. Lima:


COMMISSION ON WATER RESOURCE MANAGEMENT P.o. BOX 621

HONOLULU, HAWAII 96809

October 6, 2009 /

Well Completion Report Part II for Well No. 5938-02

KEN C. KAWAHARA, PE DEPUTY DIRECTOR

5938-02.wcr2.repl.acc

This is to clarify that a letter sent September 25,2009, requiring pump tests before accepting the well completion report, was sent in error. It is the well owner's responsibility to perform a pump test required under the permit issued October 30, 1992.

We received your Wei} Completion Report Part II for the Kapalua Well 1 (Well No. 5938-02) on August 7, 2009 for your pump replacement and acknowledge that it is complete. This completes your obligations under pump replacement installation reporting requirements.

A certificate of pump installation completion will be issued to the well operator/landowner only upon causing an acceptable pump test to be conducted and accepted.

If you have any questions, please contact Charley Ice of the Commission staff at 587-0218 or toll-free at 984-2400 (Maui), extension 70218.

CI:ss

c: Maui Land & Pine Company, Inc.

Sincerely,

AHARA,P.E. eputy Dire tor


Mr. Mel Lima Mel's Water Works 95-646 Lawena Street Mililani, HI 96789

Dear Mr. Lima:


COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621


September 25,2009

Well Completion Report Part II for Well No. 5938-02


WILLIAM D. BALFOUR, JR SUMNER ERDMAN NEAL S. FUJIWARA

CHIYOME L FUKINO, M.D. DONNA FAY K. KIYOSAKI, P.E.

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

KEN C. KAWAHARA, P.E. DEPUTY DIRECTOR

5938-02.wcr2.repl.ack

We have received your Well Completion Report Part II for the Kapalua Well 1 (Well No. 5938-02). However, matters which must be addressed before we accept your report as complete are as follows:

1. In reviewing our records, we note that the original pump installation on 1992 required a well completion report which was never filed. There is an engineering report on file, prepared by the contractor at that time, which did not contain the required pump test information or analysis. At this point, we request that you conduct a constant rate pump test to bring the record up to date with our current standards, as required by the original permit.

Until this matter is addressed, we cannot accept the completion report as complete and issue the certificate(s) of well construction completion and/or pump installation completion that transfer(s) responsibility of all aspects of well usage and maintenance to the well operator/landowner. Please remember that the well may not be pumped for purposes other than well and aquifer testing until the certificate of pump installation completion has been issued, otherwise such pumpage would constitute a violation of the permit conditions. Please respond to the above item(s) within thirty (30) days of this letter's date. Failure to do so may result in fines of up to $5,000 per day.

If you have any questions, please contact Charley Ice of the Commission staff at 587-0218.

Sincerely,

CI:ss

c: Maui Land and Pine Company, Inc.

I

"Pearson, Jeff' <[email protected]>

08/20/2009 11 :48 AM

To <Charley.F.lce@hawaiLgov>, <[email protected]>, <[email protected]>

cc "Cardoza, Jamie" <[email protected]>

bee

Subject RE: Kapalua 1 (5938-02)

History: ~ This message has been replied to.

Charlie, We did not run any pump test but I can get you pumping data during operation. We run the pump at night. I will have Jamie pull some pumping data since installation.

JP

Jeffrey T. Pearson, P.E. Water Manager Maui Land & Pineapple Co. P.O. Box 1S7, Kane Street Kahului, Hawaii 96733 Ph: SOS S77-1606 Cell: SOS 357-4509

From: [email protected] [mailto:[email protected]] Sent: Thursday, August 20,2009 10:25 AM To: [email protected]; [email protected]; Pearson, Jeff Subject: Kapalua 1 (5938-02)

Any chance we could get a constant rate test for this new pump? We'd like to update our aquifer information for this area of old wells.

Was any pump testing done upon completion of installation?

Chorley Icc H'ytirologist

HaWllii Water Comm iss ion 11 S1 P unchbo'Al 227 Kalanim oku P .0 .Box 621, Honolulu 96809 (808) 587-0218

-"Bill Godwin" <[email protected]>

To <Charley. F [email protected]>

cc 08/20/200903:31 PM

bcc

Subject FW: Kapalua Well 1 (5938-02)


Hi Charlie,

Please see the info below from Bill Moore re: tha Kapalua well.

Please let me know if you need anything else.

Thank you,

BiIiG.

From: Bill Moore Sent: Thursday, August 20,2009 11:11 AM To: Bill Godwin Subject: RE: Kapalua Well 1 (5938-02)

Frandson drilled both wells Cliff Jamille was the consultant Roscoe Moss, furnished and installed both pumps and motor controls

From: Bill Godwin Sent: Thursday, August 20,2009 10:36 AM To: Toni Gonsalves; Bill Moore Subject: FW: Kapalua Well 1 (5938-02)

Toni and Bill,

Charlie Ice wants to know if Roscoe Moss might have been the one that installed a pump in the Kapalua Well 1 (5938-02).

Any knowledge of it?

Bill

From: Charley.F [email protected] [mailto:Charley.F .Ice@hawaiLgov] Sent: Thursday, August 20, 2009 10: 18 AM To: Bill Godwin Subject: Kapalua Well 1 (5938-02)

Any way you can check for records of the original pump installed in this well? We're not sure who may have installed it, but the only suggestion was "Roscoe Moss".

Chorley Ice H'yIJrologi&

Ha\'\6ii Water Comm ission 1151 P unchbow 227 Kalanim oku P.O .Box621 , Honolulu 96809 (808) 587-021 8

Charlie,

.. Pearson. JeW' <[email protected]>

08/20/200901 :51 PM

To <Charley.F.lce@hawaiLgov>

cc "Cardoza, Jamie" <[email protected]>, <[email protected]>, <[email protected]>

bee

Subject RE: Kapalua 1 (5938-02)

Sorry, we did not gather drawdown data.

JP

Jeffrey T. Pearson, P.E. Water Manager Maui Land & Pineapple Co. P.O. Box lS7, Kane Street Kahului, Hawaii 96733 Ph: SOS S77-1606 Cell: SOS 357-4509

From: [email protected] [mailto:[email protected]] Sent: Thursday, August 20,2009 12:08 PM To: Pearson, Jeff Cc: Cardoza, Jamie; [email protected]; [email protected] Subject: RE: Kapalua 1 (5938-02)

The value is pairing pumpage with drawdown -- if you have that, great, but you may not.

"Pearson, Jeff" <jpearson@mlpmauLeom>

08/20/2009 11 :48 AM

Charlie,

To<Charley.F .Ice@hawaiLgov>, <[email protected]>,

<[email protected]>

cC"Cardoza, Jamie" <[email protected]> SubjecRE: Kapalua 1 (5938-02)

t

We did not run any pump test but I can get you pumping data during operation. We run the pump at night. I will have Jamie pull some pumping data since installation.

JP

Jeffrey T. Pearson, P.E.

Water Manager

Maui Land & Pineapple Co.

P.O. Box 187, Kane Street

Kahului, Hawaii 96733

Ph: 808 877-1606

Cell: 808357-4509

From: Charley.F.Ice@hawaiLgov [mailto:[email protected]] Sent: Thursday, August 20, 2009 10:25 AM To: [email protected]; [email protected]; Pearson, Jeff Subject: Kapalua 1 (5938-02)

Any chance we could get a constant rate test for this new pump? We'd like to update our aquifer information for this area of old wells. Was any pump testing done upon completion of installation?

Charley lee H "yOrol ogi st

Ha\l\eii Water Comm ission 115·1 PunchboVll227 Kalanimoku P .O.Box621 , Honolulu 96809 (808) 587-0218

FROM: Charley TO: _ IMATA, R. _ MILLS, D _ UYENO, D. _ CHONG, R. _ CHENG, C. _ LAROUX, =:. _ OHYE, M. _ FUJII, N. _ YOSHINAGA, M. _ SWANSON, S. _ KUNIMURA, I. _ ENGLAND, D.

COMMISSIO' N WATER RESOURCE MANAGEMENT DATE: ___ "\-,-{_~-!.-__ INIT. TO: INIT.

..3. KAWAHARA, K. _ + HARDY,R. ~ _ SAKODA, E. _ NAKAMA, L. _ TORRES, R

FOR: _ Approval 3... Signature

Information

PLEASE: Review & Comment

_ Type Draft .1::::. Type Final

File _ Copies: __

Take Action:

Please See Me

02Jul08

,-...

'-' MEMO and ROUTE SLIP (ver.07/15/09) 08/10/09

Pump Replacement for Well No. 5938-02 (regulation/survey route)

1.

Current Well Transmissivity in database? Current Well Specific Capacity in database?

van r:...... (initial)

No v

@ ~ l\PpUl.dd rep~ O(!~~

tf/day P IJi> ~ $ J~ -. roo--:::--=---- gpmlft of drawdown c..vr -1 ~ , ----'"'"-'~-- . (j;J<.(b Z ) -.4N! c; Z

For a "No" above, is there any previous Pump Test Data in the file? Yes No (circle one) .,..(~ D'( : l.U{ If''K! ~/ (\(i... ~ t IF DATA EXIST, THEN GO TO 2. IF NO DATA EXIST, THEN GO TO 3. Yk> ~Ic:..

DiPtNE EN6U\ Nb 2. Pump Tests Analysis Dellise Mills ~ (initial) take action based on above analysis

Step-Drawdown Test:

followed WCPI Stds analysis attached

Aquifer Pump Test:

followed WCPI Stds T & S analysis attached proposed pump cap o.k.

Potential Well Interference

Potential Stream Impacts:

Additional Testing or Data Required

Pump Test Comments Attached

data complete? elevation benchmark changed?

well database updated?

0 t 0

0 g: ~ 0

0 ~ o

o 0 o .. 0

o 0

0<70 gpm no test required

0<51 gpm no test required

/

4. E:,~yan (in~ial) take action based on above analysis

ATTACHMENTS FOR ACCEPTANCE:

1 WCR2 ACCEPTANCE LETTER } To be sent to driller 2 PUMP INST. COMPLETION CERTIFICATE

3 METER INSTALL. REPORT (IF NECCESSSRY) To be sent to landowner/operator 4 WUR FORM(if necessary)

5 USGS MAP UPDATED } 6 PARCEL CHECK 7 WELL DATABASE INPUT CHECK Staff internal checks , a PUMP TEST WORKSHEET . . ~,' ~ 9 PUMP As-Built CHECK PRINT ~ ~

~.~ .ec.t;-l) o.lC-. ~"\-o ?~~ ~Vkt.L;~~~ t~ 5. Roy 1 (in"tial) check(Entered PICC accept date intO database) S . _ .• ~:rJl 6. Susan gbin (initial) finalize ~ ~~~ 7. Ken (in signature .., ~ .... _ ( . '~ 8. earl~yan File \,\£.y;" CA.?\7v"'J ~ V\. t~ - VUSV "

- _-{l-~ ~ ~ ~e.. cUSIVp-~~ jQ <N1?/J'dl'J'-'tI-... rlLf ~ we ~ t'Uf~~~-:>vr:t~-v"V

Well ID: Analysis Date: Geologist:

Pumping Test

-Pump Test Analysis - Comments

5938-02 8/12/09 Diane England

Test Date: 10/21189

1. Test predates WCPI Standards. 2. Test was conducted as a step-test that dropped immediately into a constant rate

test at 120 minutes. Only five data points for entire 72hr test. 3. Maximum drawdown is 1.6 ft. 4. Chlorides constant at 17 ppm.

Well Interference & Stream Impacts

1. Approximately 1,000 ft northeast of Honokahua Stream. The stream is fed by high-level water. The well is tapping basal groundwater.

2. No stream or well impacts anticipated.

Other Comments

1. Permeability and Hydraulic Conductivity of Nearby Wells (similar construction): 5938-04: K = 2,100 ftld; T = 160,000 ft2/day; distance from 5938-02 == 800 ft 5838-04: K = 820 ftld; T = 250,000 ft2/day; distance from 5938-02 == 3,300 ft

Recommendations:

1. Conduct a constant rate test at 800 gpm in conformance with current WCPI Standards. If available, water levels in a nearby well should also be monitored during the test.

Page 1 of 1

Z' G)

.! -c ~ 0

"C ~ I!! c

e-o. S $ CIS c::: C) c

'is.. E :::l 0..

o o

0.5

1.5 ~

/ 2

~

2.5

1200

1000 ~

800

600 ~

400

200

0 0

500

Pumping Test Well 5938-02 (10-24-89)

Time (min)

1000 1500 2000 2500 3000 3500 4000 4500 5000

------ --" ---Pumping Rate

Well 5938-02 (10-24-09)

500 1000 1500 2000 2500 3000 3500 4000 4500 5000

Time (min)

Pumping Test (5938-02) Pumping Rate (5938-02) Time (min) Drawdown (tt) Time (min) Discharge (gpm)

0 0 0 400 30 0.6 30 400 60 1.2 31 640 90 1.6 60 640 120 2.2 61 800

4320 1.6 90 800 91 1050 120 1050 121 800

4320 800

Step Change

"Mel Lima" <[email protected]>

08/07/200906:09 AM

To <Charley.F.lce@hawaiLgov>

cc "Pearson, Jeff' <jpearson@mlpmauLcom>

bcc

Subject Kapalua Well #1, Well Completion Report Part II

History: ~ This message has been repJiedto.

Hi Charley,

See attachments,

E-mail for questions or more info if needed.

~ ~ Mahalo ... Mel DSC01345.JPG Global Specs.pdf KAPALUA WELL DATA REVISED.doc KW1WCRPII.pdf DSC01341.JPG

~ D S C01342.J PG D S C01343.J PG

-. "Mel Lima" <[email protected]>

08/07/200906:09 AM


cc "Pearson, Jeff' <[email protected]>

bcc

Subject Kapalua Well #1, Well Completion Report Part II


Hi Charley,

See attachments,

E-mail for questions or more info if needed.

Mahala ... Mel DSC01345.JPG Global Specs.pdf KAPALUA WELL DATA REVISED.doc KW1WCRPII.pdf DSC01341.JPG

~j ~ DSC01342.JPG DSC01343.JPG

State of Hawaii For Offtclal U .. Only:

COMIifS8lON ON WATER RESOURCE MANAGEMENT Department of Land and Natu .... Resources WELL COMPLETION REPORT", PART II

1 State Well No, WeI Name: ~(). L I.A.-;CL ~ L~_-~""~ .. =~ Island:. M au. 1 __ 2 Addmu: -~.3\a.uJ ~\\ Tax Map Key ,":::L=~,,: 0<:)1 : 9 D J . 3. Pump InstaRation Company: "kMeJ\~ WQ:!ev !u oeg~·;;:. HC!~J\ll # l ~.L~_ 4. Date Pump I~: -;r 0_ q 5. ~NTPUMPINFORMAnON

Pump Type. Make, $erial No. Rated Capacity: __

U&1fz~~~~~~~~tR~~~~~' .~

Motor'Type. HP" Vobge, rpm:

Pump type (ehE!d< one);

o ~ Well Turbine ~'S~bIe o Centrifugal

fl., I\HtIiQd offlowlTlU$uremeot'

o Rotary OR~..o~ef)t

DRataty~

o ~ter wi totalizer Man~(e:f

)S. Other, expfain and attach $¢hematic

1, Fill in the as-buiI HCtiOn Oft tne other side of this sheet.

8. Attac:h the rating curve for the inatalfed pump.

ft

3 £;5'.f!_J::?J~">A~\

o Propeller

a Reciprocating

Olmpvlw

9. Attac:h photograph of wen clearfy showing tne benchmattl Oft the concrete pad. the wen head, and the method of flow measurement.

10 We!J Owner Company , ~ 4" ~Uj£ # Cootact.' :'Je{~·re:·'t _~~ Ad(ireq ed), 43(;)'" 1 ~) ,btMi (4 ~ M \4uJ U ! t C .. U # fir, 2 1,?

Phone Fall: 1?~~ J..O~ 11 land Owner Company Contact Bo'& -8:']) '. t ~a "

Mdreu ________ ~ . __ . ______ w __ ww_ •••• ___ 'w.w

Phone __ _

-

7. As·aWl T PUMP SECTION

1~ (,"

State of Hawaii COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources

WELL COMPLETION REPORT ~ PART II

< \

} 1 ;:

metflf3d of flow measurement

, ,,'

. ,

! r f

, ,

;~ ,

--,-"",PUMP DATA SHEET Submersible 60 H~f

Company: Global Pumps & Equipment, LtdCustomer:Mel's WaterWorks Hawaii Name: Reed Calhoun Kapalua Well No.1

Date: 06/18/09 Order No: {p,. CSt{ '? <b -0 -z.

Pump: Size: 9RCLC (6 stages)

Type: Submersible Synch speed: 3600 rpm

Curve: E6209CFPC2

Speed: 3510 rpm Dia: 6.5625 in

Specific Speeds: Ns: 2282

Pump Notes for Standard Sizes: Discharge Sizes-5",6",8". Curves are certified for water at 60°F only.

Consult factory for performance with any other fluid. Vertical Turbine: Bowl size: 9.25 in

Max lateral: 0.88 in Thrust K factor: 4.9 Ib/ft

Search Criteria: Flow: 800 US gpm

Fluid: Water SG: 1 Viscosity: 1.1 05 cP

NPSHa: -- ft

Motor: Standard: NEMA

Head: 840 ft

Temperature: 60 of Vapor pressure: 0.2563 psi a Atm pressure: 14.7 psi a

--- hp Speed:

Pump Limits for Standard Construction: Sizing criteria: Max Power on Design Curve

Temperature: 120 OF Pressure: 400 psi 9 Sphere size: --- in

Pump Selection Warnings: Pump shutoff dP exceeds limit for the pump.

---- Data Point ---- 6.BB in

Flow: 800 US gpm 1250

Head: 852 ft 6.5625 in

Eff: 85%

Power: 202 hp

NPSHr: 22.5 ft

-- Design Curve -- 4:: 1000 •

Shutoff Head: 1205 ft " ra ShutoffdP: 521 psi CII

:I: Min Flow: -- US gpm

BEP: 85% eff 750

@795 US gpm

NOL Pwr: 210 hp 77

@882 US gpm

-- Max Curve -- 500 100 200 300 400 500 600 700 BOO 900 1000 1100 Max Pwr: 242 hp

@956 US gpm 4:: ~ • 25 ... :I: t/) Q. Z

0 100 200 300 400 500 600 700 BOO 900 1000 1100

Q. 200 .c • ... 100 ; 0 0 100 200 300 400 500 600 700 BOO 900 1000 1100 Q.

USgpm

Performance Evaluation: Flow Speed Head Efficiency Power NPSHr USgpm rpm ft % hp ft

960 3510 690 80.4 208 28.7

800 3510 852 85 202 22.5

640 3510 966 82.4 189 17.7

480 3510 1035 74.1 169 15.6

320 3510 1086 57.8 151 15.6

Turbine V9 Selected from catalog: Goulds Sub 60HZ Vers: 3.30

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

KAPALUA WELL {p, ~q~~r01-

DATE INSTALLED JULY 22, 2009

GOULDS MODEL 9RCLC-6 STAGE, 800 GPM @ 840' TDH 250 HP INDAR MOTOR, 3P/460V/2 POLE

WATER LEVEL -764'.7 BOTTOM - 821'

14" WELL 8" COULMN PIPE 500 MCM ELECTRICAL CABLE (ROUND)

BOWL NIPPO - 2' 1 LENGTH - 10' 35 LENGTHS OF - 21'1" 1 LENGTH OF - 21'5" 1 LENTGH OF - 7'6" DC HEAD -10" TOTAL COLUMN PIPE 779'8"

PUMP LENGTH - 5' 8-3/4" MOTOR LENGTH - 6' 9-3/4"

AIRLINE SET 5' ABOVE BOWL ASSEMBLY, v.." BRASS

-"Pearson, Jeff" <[email protected]>


08/12/200904:13 PM cc "Cardoza, Jamie" <[email protected]>

bcc

Subject RE: Kapalua 1 pump

Charlie, Here is some data for the pump and motor installation in 1991. The motor was not called out but was 14", 460V 1700 rpm. Roscoe Moss did the initial installation, as far as I can tell. I don't see a well completion report in our files, but will keep looking.

Hope this helps, JP

Jeffrey T. Pearson, P_E, Water Manager Maui Land & Pineapple Co_ P.O_ Box 187, Kane Street Kahului, I Iawaii 96733 Ph: 808 877-1606 Cell: 808 357-4509

') n3 r \;.LL ( (Uv1vVf Co'( i~. -in:..vvj

,; lI'-'7 ,. t,.,J

l\A--to

(,1..0+ ~,l>.c.~ - ~\.c \jvL\ 2. ')

From: [email protected] [mailto:[email protected]] Sent: Tuesday, August 11, 2009 10:54 AM To: Pearson, Jeff Subject: Kapalua 1 pump

You may be able to help us with this: our records show some basic info on the original pump installation, but no details. Do you have a record of who did the work, or a copy of the original well completion report, part 2 (pump installation)? We're fine on the replacement pump, but would like to get the full record on file. This would have been done in late 1992. Mahalo nuL

ID'~

1" ~

Well specs from Aug_ 1992,pdf

Chorley Iu: Hydrologist

H 151 \'\ei i Wet er Com mission 1151 P unchbo',!'.l 227 f{alan im oku P .0 .Box 621, H orroilJllJ 96809 (808) 587-0218

,------------------ .------,-.*'--. -----------------------------------~#~.~~.~~.---------------,r---------------~ Section 2-420 ~

""ffj.HD,;/i -BW/IP International, Inc. Page 2-420-2 .U8' Pump DIvIsIon

--- -------

4 POLE SUBMERSIBLE MOTORS

TeCHNICAL DATA

1800 RPM - 3 PHASE - 60 HERTZ

Byron Jackson"' Products

AMPERES(1) AMPERES 1,2 LOAD (11 STARTING

MOTOR HORSE VOLT- RATED AMPS CURRENT %

SIZE POWER AGE 460 460 .- '---

75 11 300 10 16 525

8" 15 460 22 380 20 28 300 25 35 350 30 41 300

c-----1----1----40 50 470 50 65 360

10" 60 460 83 425 75 98 360

HlO 460 140 415 125 160 420

125 160 370 150 460 195 370 175 230 380

12" 200 250 370

125 34 I 370 150 2300 40 370 175 47 350 200 54 340

f--.-- ---_. 125 153 440 150 182 440 200 460 240 485 250 310 490 300 360 420

14" ;---125 30 405 150 36 420 200 2300 48 380 250 60 450 300 74 405 ---_. ----.-- ._-------300 76 440 350 89 408 400

<?3UU 101 400

450 114 430 500 127 385 600 152 430

17" ---- .. --. -.. ~ .. --.-- ----- -300 42 529 350 49 447 400 4000 56 474 450 63 576 500 70 475 600 88 420

------.- - -----600 154 402 700 2300 177 350 800 203 360

18" --_. ----.--. -----600 89 425 700 4000 98 367 800 • 117 365

1-------f-'-~' - -----.-- ----800 115 430

1000 4()(JO 144 408 1250 160 450 1500 216 420

21" --600 54 410 800 72 425

1000 6600 90 450 1250 112 410 1500 133 415

OJ Molors are connected for operation on one voltage only. r1) Service factor AMPS equal to rated AMPS Plus 10%.

FULL NO LOAD LOAD

P.F. EFF. RPM 460 23 1745 72 75 a.5 1765 58 75 8.5 1745 68 81 8.5 1725 74 82 15 1735 64 79 15 1720 68 82

18 1770 71 83 18 1760 77 85 35 1770 61 82 35 1760 68 85

45 1765 70 86 55 1760 77 85

60 1751 68 88 74 1751 66 88 95 1755 66 86 100 1742 70 86

12 1750 68 88 14 1748 66 88 16 1740 66 86 18 1742 70 86

50 1756 84 83 55 1754 83 83 85 1760 77 86 116 1760 74 85 120 1751 76 85

7 1750 88 83 10 1750 88 83 14 1750 87 84 18 1760 83 84 20 1751 84 84

23 1773 76 87 23 1770 79 87 26 1769 79 87 33 1774 77 87 33 1770 80 87 45 1774 76 87

17 1778 75 87 17 1773 77 67 18 1775 76 87 24 1780 70 67 22 1775 76 87 26 1774 77 87

68 1774 79 81 68 1768 79 82 70 1770 79 84 ----30 1776 79 81 30 1772 79 82 32 1772 79 84

29 1762 76 80 33 1760 77 80 44 1768 77 80 49 1767 77 80

14 1760 76 78 18 1762 76 79 23 1764 76 79 26 1760 77 80 31 1760 77 80

Eft. April 1991

Super. Jan. 89

---% LOAD FULL LOAD

P.F. EFF. P.F. EFF.

80 80 84 81 68 81 74 82 76 83 81 83 81 83 84 83 74 85 79 86 77 86 82 85

80 86 85 87 84 87 86 86 73 86 80 87 78 87 64 67

80 88 84 68 79 87 81 88

75 87 80 89 74 89 80 90 72 88 80 89 75 88 80 89

75 87 80 89 74 89 80 90 72 88 80 89 75 88 80 89

88 86 88 87 88 87 88 88 83 86 67 69 82 88 85 90 83 88 85 90

88 85 89 67 88 85 89 87 88 86 88 88 86 86 88 88 86 86 88 88

81 88 83 89 82 88 83 89 82 88 83 89 81 88 83 89 82 88 83 89 81 88 83 89

78 88 83 89 80 66 83 6S 80 88 83 89 79 88 83 89 80 88 83 89 81 68 63 89

83 86 84 87 83 87 84 88 83 87 84 88

83 86 84 87 83 67 84 88 83 87 84 88

83 85 86 87 84 85 86 87 84 85 86 87 84 85 86 87

83 83 86 84 83 83 86 85 83 83 86 85 84 84 86 85 84 84 86 86

Effective Dec. 77

Super. Dec. 1976 BW/IP International, Inc. Pump D'V'Sion

Byron Jackson' Products

Secti on 2-410 I' Page 2-410-2.3 I

TYPE MQ SUBMERSIBLE BOWL ASSEMBLIES Sectional Drawing for 1 OMQ, 11 MQ, 12MQ, 13MQ, 15MQ and 17MQ

377

167

76

397

39

748

243

78

272

176---;~

243--_W-~

78---.JJ

176

272

244 ----tt----1!II

564

567

563--~'Y>\

567 ---+;ftI-~

676 ----..!t!~WJI

526

539

530

808

Flanged Bowls (13MO. 15MO and 17MO)

ITEM NO. PART NAME

39 Flow Adapter -----

76 Top Case ----

78 Series Case

~'167 Pump Shaft ----jl-----'----~-.--.-

176 Impeller ----1----------_ ...... -.--

':'243

244

':'272

Bearing-Series Case .. _-------

Sand Cap --+------'-----~ -_ .. _-

Collet-Impeller Lock ----1---------------

377 Flange-Top Case

:~397 Bearing-Top Case

.... 398 Bearing-Top Series Case

';'526 Retainer Ring

530 Coupling-Pump Half

';:539 Pin-Pump Half Coupling

563 Strainer Screen ----I-----------~--

564 Strain Body

';'567 Bearing-Strainer Body

'~676 Key-Coupling

'0' RING GASKET

808 Adapter

:~ RECOMMENDED SPARE PARTS

WHEN ORDERING PARTS REFER TO:

1. PUMP NO.

2. DWG. NO. 2658742

3. PART NAME & ITEM NO.

Drawing 265874·2

!...£' I..3J B_LI N E CONN~

!rt'BON JACKSO"L

QON JACI<;:S;-;-;:; DlllSION

(usn:-."". FRS J.j"". ;T.<: .... -.•• --~. ".""'.-. '. ORO~R 1'40_ No JA(K~O'" J(.>Bt~

Wa.t.OOO'l1 .~ - -, iI.i~I'" _ _ -~_~ :-- - 921-R=60lo --_ .... - -

-;;:j:;PRQVEl)''''OR co;-;srf;:IJC T ION Elf: ",8.

- ----------- ----.. -----_. __ .. _._----_._._-----------_ ... _ .... _---- --:------------

1141 ~. '-I I~

...J oJ .... ~

-~

U)W -' .J

~~ mU

~ ...

COLUMN

r(l~ 0 -VI -' ~ 0 00

lSI r ('()

~

~ 0 ~

14 .. ':'M- MOTOR

l50 HP. 4 POLE*VOLTAGE;; '0 CYCLE 3 PHASE

lao ...,,, 9~9 y~' I - I PUMP ELEMENT __ ~ ....... -~-=---=c;.=---'-'M"-'O'-!T~O"-'-R

_____________ -'=OV-'!.'E::.!R:!!A"'lo.!=l-"L"'E:~N~G:.!..r~H'__ _____________ . ______ .

~~~=---~

CUSTOMER: ROSCOE MOSS DUTY; 800 GPM,840 TDHJ1{'OR.PM.

D"I'ii~jf2.~7z. __ U '.W .... EO FROM .... DAn BYRON JACI<sm,J DIVISION UOOIG 7 I i _______ ., ____ ~ _____________________________ c.:J:..:..=:....:..:::::;.. __ L_c:.:..:.J. ____ .__________________ _ _______ ....

BW,p BW I ".J International, Inc. PUMP TEST DATA

BYRON JACKSVi-J Products

PUMP SIZE AND TYPE 18 STAGE GUARANTEED PUMPING CONDITIONS TESTED BY· RS

11MQH SUBM. "H" A.P.M. CAPACITY T.D.HEAD PUMP OVERAU. NPSH SP.GR. WITNESSED BY· EFF. EFF. IMPEl.l.ER DIAMETER VANES UNDERAUE STGS. FIELD 1 ITO 800 840 81.5% 1.0 FOR· ROSCOE MOSS DRAWING SPEED

169840VE 7-1/32" 6 STD.# 2.0 14H ~~~1D 4P/SOHZ .9913 CUSTOMER'S ORDER NO.· 169840VE 7.15/16" 6 STD.# 2.0 4H DIFFERENTIAL VELOCfTY HEAD FOR 8 INCH 1.0. COLUMN rTEMNO.· JOB NO.· 921-R-0009

EauALS .64 FEET AT 1000.0 G.P.M. NOTES- IMP. LIFT = 1/4"

TEST MOTOR NO. 125 250 H.P. 4 POUES 460 IIOLTS

MOTOAEFF. 5/4 4/4 3/4 1/2 1/4

BAROMETRIC PRESSURE IN.HG. TEST WATER TEMP. 107.0INDEG.F. DISCHARGE HEAD CAPACITY POWER

ci GAUGEUSEO -,0 Q MEASURED WITH z ~~ >-z So

~z a: 0

!~, .. , a. 0 . -tu~ 6" MAGNETIC

rn Ii a.z ::liW~ T600 u. a: ~~ a:~ >-~ -0: a:wa: ~wa: I=ffi~ ~ 5 :x: ::;w

~wa. 0

~ o w~ ~fIlW rnw ai ~~ ill a: tu ~8 .JJ:IL

l5 FLOWMETER -o:a:~ al~~ ~~~ ~ a. ~ ~ ~~~ ;?; u.. w ~ W \l,..J W II.. o~ ~

.J

PSI PSI 52 SP.GA. AEAD CORRECTED READ GP.M. 1.0000

I 1780.0 590.0 590.42 1375.8 5.69 .00 1381.5 .0 .0 164.3 149.6 141.4 165.8 .0 2 1778.0 557.3 557.78 1299.8 .03 1305.5 209.0 68.3 173.4 158.0 149.3 174.9 39.4 1 1777.0 515.3 515.83 1202.0 .08 1207.8 361.0 109.1 183.9 167.9 158.7 185.6 59.3 4 1776.0 '"472.5 473.10 1102.5 .16 1108.3 499.0 138.4 192.2 175.7 166.0 193.9 72.0 5 1774.0 419.6 420.22 979.2 .27 985.2 652.0 160.8 204.5 187.3 177.0 206.3 78.6

• 1773.0 362.3 362.94 845.7 .41 851.8 800.0 170.6 209.4 191.9 181.3 211.2 81.5 7 1774.0 285.2 285.80 666.0 .61 672.3 974.0 163.9 207.9 190.5 180.0 209.7 78.8

• 1774.0 179.3 179.90 419.2 .86 425.8 1156.0 123.2 201.6 184.6 174.4 203.4 61.1

• 10

11

~ 1366.1 .0 163.0 .0

2 1293.8 208.1 172.6 39.4 I--

1198.3 359.6 183.4 59.3 1 ~ I--~ 1100.8 497.3 191.9 72.0 4

I-- z ::E 5 8 & 980.8 650.5 204.9 78.6

I-- -0: 0

• ~ ,...

849.0 798.6 210.2 81.5 ~ I-- 0 l5 669.3 971.8 208.3 78.8 7 ~ I-- 0

a. w 423.8 1153.4 202.0 61.1 • ::. w

- 8 l}j

• -0: - !;;: 10 0 -II

-12

DATE OF TEST: 28 AUG 92 PUMP SERIAL NO. 921-R-0009 T-11 MQ-386A

BYtI/fp BW /r~ '''1ternationaJ, Inc.

IMP. LIFT 1/4"

tij w LL

1) Z Q

L5 ::r: ..J

~ ~

Pump Size & Type

11MQH SUBM.

Oata8y AS Curve By AS

Factory No.

921-A-0009

\

1200

1000

800

600

400

200

'-' 1-'-+++ H-\->I-++""-h-'

. L! ..... , ,

f.+-!-;-"

f.++ ,

.'+'-Hi-r-

+t-+~

:±l:±:: ~I ....-t-rt

f-",: f+'--. ~-hh- '+1

H. .. H+.'

-ti-t-'-

a 200

18 STAGE

"H"

Costomer No.

H-+- h--!-T " >+- '

, *,:~g rt:~ ~ . : +i-", h-i-;-,- +.-"';" -t+-'+ -;+ ..

'~-'

400 600

.. : .. .;., . ...; ,

H-t- .

+i-Hi:±ti:: ;-r'-

-~ -"4:

800

GALLONS PER MINUTE

RPM Imp. Number Van ....

1770 169840VE 6

169840VE 6 Dele

28 AUG 92

hem No. Imp. Material VE Case Material LY

BYRON JACKS"'''I Products

~100 , "~r-', t-c--,---' " . ,.., H-h-'- r;::.i:

.. '. 'c-:J:;

I-i-h-t

;-.. ,~~

:-r .... t:c:r..:.~ -,-;-:. " -~ b:±+:

-__ ~f__'_!-'

r~l+;F:

'.+-t-t~:-

" --== _~Ij ~::::?1 .. , '-::rs:~;;

. . i-'~"~

90

80

70

60

50

40

400

200

>() Z W () LL LL W eft.

a: w ~ o a.. w (J)

1000 -rp:.1#~tL o

1200

a: o ::r:

Diameler Underfile

7-1/32" STD.# 2.0

7-15/16" STD.# 2.0

MotorH.P.

250

8" COLUMN TAP

Stages

14H

4H

Curve No,

11MQ-386A

JOHN WAIHEE

GOVERNOR OF HAWAII

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

P. O. BOX 621


WELL DRILLING PERMIT for

Kapalua Well State Well No. 5938-02

Honokahua, Maui

TO: Maui Land & Pineapple Co., Inc. P.O. Box 187 Kahului, Maui, Hawaii 96732

WILLIAM W. PATY. CHAIRPERSON

BOARD OF LAND AND NATURAL RESOURCES

LIBERT K. LANDGRAF

DEPUTY

AQUACULTURE DEVELOPMENT PROGRAM

AQUATIC RESOURCES CONSERVATION ANO

ENVIRONMENTAL AFFAIRS CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

In accordance with Chapter 166 of Title 13, "Rules for the Control of Ground Water Use in the State of Hawaii", your application to drill State Well No. 5938-02 for municipal use at Tax Map Key: 4-2-01:1 is approved subject to the following conditions:

1. The Division of Water and Land Development (DOWALD), Geology-Hydrology Section, shall be notified at 548-7619, before any work covered by this permit commences.

2. The following shall be submitted to DOWALD, P.O. Box 373, Honolulu, Hawaii 96809, within 60 days after completion of the well:

c.

d.

e.

t[.t+t. d, • .v. ,I Driller's Well Completion Report (enclosed).

Final elevation (referenced to mean sea level) by a surveyor licensed by the State. S-tAal ~~H.I.fi}"' f>.~i~,:t·t r

v ' Water level elevation, salinity, and. pumping test data.

As-built drawing of the well.

Map showing the exact location of the well.

~ ~"li.j.<i s-kto w-S

s: /)() ,:r'1'l... ,. .. (\~ v w~ .f...tJf .., W6I. t.1o rt.f Of f ~ f>r J.,.l4.; M

l.-ej (""'-r ~

f. The installed or to-be-installed pump capacity.

3. Reports of pumpage shall be submitted monthly after the well is put into production.

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

WELL DRILLING PERMIT State Well No. 5938-02 Page 2

5. This permit may be revoked if work is not started within six months of date of issuance or if work is suspended or abandoned for six months.

APR 19 1988 Date of Issuance Ene. (Driller's Report form) cc: USGS

Department of Health. Drinking Water Program

WILLIAM W. PATY. C Board of Land and N

Ground Water Protection Program Maui Dept. of Water Supply

,/ DOWALD Form 71(1)

DESCRIPTION Date of report .... _.p..~.~~.r:!~.~~.)~.~~ ..... _ ....... Person filing report ........... JQm..L!.~!.l.~~ ........... ; .. '.l',~~:-.~}.t.J~;,~!.~~~..,. ............. .

WELL- ..' '...- - ' .. -., ;<Y:::.i"if

A. OWNER J~~.P.~J~~ .. J.~~~ ... ~.Q~p'~.~.Y .. NAME . .J~.~I?~J!:I_~ .. ~'~~.1J.. .. ~:().? __ .J.J?'~}§ .. :-.Q.?J ... _ ISLAND ._ ... ..fJ.?~.L._ ......... _ .... . B. GENERAL LOCATION ......... ..J~~p.~J~~.'-._JJ~_l,lj ............ __ .................................................................................. _ ............................ . C. DRILLING COMPANY . .R.i.!:;!1~r.g~9.n ... U~JJ_ .. D.r.iJJtng .. _~9m)J_a.!'JY. D. TYPE OF RIG .~.~.c;:yr.1,.!~ .. _~r.t~._).9.k_ .. DRILLING COMPLETED .... Q!;.t._ •... J~_?~._ ... DRILLER .J~~J:r.i.~J~ . ..r~;_o.r.9jX:?1 ..... _.

month year E. ELEVATION, msl: Top of drilling platform .. _ ... ]§~.~.§.~ ......... ft. Bench mark and method used to determ

Height of drilling platform above ground surface ... 0 .•. 66_ ... ft. elevation: ........ __ ....... _ .... _ ...... _ ....... _ .. _ ........... . F. HOLE SIZE: ........ f.Q._ ............. inch dia. to ._ ... ]Q~_ .... ft. below drilling platform .

........ 13. ............... inch dia. to ...... 9.2.~ ..... ft. below drilling platform .

....................... _ .... inch dia. to ._ ................ ft. below drilling platform. G. CASING INSTALLED: ... B ..... in. I.D. x .. ~l~Q. in. wall solid section to ..... .z~;? .... ft. below drilling platform .

... H .. _ .. in. I.D. x .. ~LJQ. in. wall ~erforated section to ...... ]Qf .... ft. below drilling platform. Type of perforation .. _ ......... p..~.D.c;: ... ~.~ ... ~Q_I,I.~~.r~ .................................................................................... .

H. ANNULUS: Grouted ..... 200. ..... ft. to ... .2.QO ....... ft. below drilling platform. Gravel packed . __ .59.2 ... _ ... ft. to ._ .. ..79.2 ..... ft. below drilling platform.

I. PERMANENT PUMP INSTALLATION: • Pump type, make, serial no ....................... _ ..... _._ .... _ ............................. _ ................... _ ....... __ . __ .. _ .... Capacity .................... g.p.m.

Motor type, H.P., .voltage, r.p.m ....... __ .................... __ ....... _ ............... _ ... _ ...... _. ___ ._. __ ... __ .... _ ........ _ ..... _ ... __ ............................... _ .............. . Depth of pump intake setting ............. _ .. ft. below .... ____ .... ____ . __ . ___ ..... _ .. _ ............ __ .. ___ .. ___ ._ ...... which elevation is ............... .ft. Depth of bottom of airline ............ __ .. ft. below .. _ .......... _ .......................... _ .. __ ............ _ .......... which elevation is ._._ ........... .ft.

HYDROLOGY J. INITIAL WATER LEVEL .. ]§LJP ... ft. below drilling platform. Date of measurement. ....... J:1.?l..Y. .. 24..s_.J9.Q9 ........... . K. INITIAL CHLORIDE: ...... l.Z ........ ppm, total depth of well .. ..79.2_ ... _ .. ft. below drilling platform .... t,'§y ... f~.'---J~9.9. ...... .

Sampling Date L. PUMPING TESTS: Reference point (R.P.) used: ...... _._ .. _ ..... _ which elevation is .... __ ....... __ . ft.

Date .... Qc.tA ... 24 ... t.Q .. 27..~_._19.89........... Date ._. _________ ._. ______ . ___ ..... ___ ... __ ...... _ ......... _. __ .. Start water level ......... JI... . ..7.(?2. ......... ft. below R. P. Start water level ................. _ ...... ______ ._ ..... _ ..... ft. below R. P. End water level ... _ ..... _ .. ]§Q ......... _._ ..... ft. below R. P. End water level ._ ..................................... __ .... ft. below R. P. Depth of well ............... J~??._ .............. ft. below R. P. Depth of well ._ .... _ ...... _ ................................... ft. below R. P .

........ ~6~~~~~~O!!.~ .... ... i~~) ... ~i~r:! ... ~~r~ .. __ ~~~~~.... .._. __ ._~~~~t~;~r_~! .. __ ... _ ._(~~~~_ .. ~~~~~~~:! ._.(:.~I~! .. _ .. ~~~~: ..

..... Q.~.~ .. to .. J.!.Q.... . .. §AQ.... . .. J.~.?.. .............. . .. _ ...... ___ . .._ ........ _ .. to ............ _. . .......... _.. .............. .............. . ............ .

.... J.~.Q .. to .. J.!.~.... ..JlQQ.... . .. J.~.9_... .._........... . ..... _ .... _.. . __ .... _._ .... to ........ __ .... ._ ..... __ ..... ._............ . ....... _..... . ..... __ ... _ ..

.... J.!.~ .. to ... f.!.Q.... JQ.~Q.... . ___ ?~.?... . ....... _..... .............. . ............. to .............. .............. .............. .............. . ............ .

..... 2.!.Q .. to }Z.!.O.... .._B.QQ.... . .. 1 .•.. 9.... . .. .ll. .. _._ .. _._......... _ .. _. _____ .... to .. _ .. _........ .............. . ...... _...... .............. . .. _ ....... _ ..

.............. to .. _ ...................... _ .. .............. to ............. .

SUBSURFACE FORMATION M. DRILLER'S LOG:

Water Level Water Level Depth, ft. Rock Description & Remarks ft. Depth, ft. Rock Description & Remarks ft.

.-............ to ._ ....... _._ ......... _ ...... _ .... _ ......... _ ............................. _. ___ .. . .... _ ........ to . __ .......... .

..... _ ........ to ................ __ .......... _ .............. _ ........................... _ .... _ .. . . ............. to ..... __ ......... _ ................................. _ ............................ .

.............. to ............................................................................... . . ............. to ....................... -....................................................... . . -............ to _ ............ . .............. to ........ ___ .. .

Refer to the :::::~~:~}9:~~:~:::~:~~~~:f.Y:::::::::

'_'''''''''''' to .......... _ ........ ___ .... __ ...... _ ............................................ . .._._ ..... __ .. to ..... __ ........................................................................ .

.. -........... to ........ __ ... .

.............. to ........... _ .. of the drill er IS

:::::~~:nY:::l:Qg:~::~::::::::::::::::::::: ... __ ." .. __ ._ to ....... _ ............... _ ..... _ ........... _ .............. __ .......... -...... _._ .. . ... _ ..... __ .. to ............. .

.............. to ............. . . __ ...... _ .... to "",_",_,_"

.............. to ......... _ ... . ._ .. _ ... __ ._ .. to _ .. _.", ... _._

.............. to ............. . _ ............. to .... ' ___ " ___ ' . ___ ........ _._ .................................... .

.............. to ............. . _. ___ .. ___ .. __ to .. __ ........ _ ................ _ ... _._ ..... _. __ .. _ ...... _ ....... _ .. .

N. REMARKS: ............................................................................................................................................................................................ .

FOR DRILLER'S USE

Job Name ..................... _ ....... .

Job No .................................... .

INSTRUCTIONS: Send three(3) copies to: Manager-Chief Engineer, Division of Water and Land Development, P. O. Box 373, Honolulu, Hawaii 96809.

REFERENCES: Chapter 1781. entitled "Artesian Wells, Generally," HRS, as amended by Act 123 SLH 19/0. Honolulu Board of Water Supply, "Rules and Regulations Providing for the Protection, Development and Conservation of Water Resources." Sec't 8-105(j). "Powers, Duties and Functions of the Board," Charter of the City and County of Honolulu, 1959.

FOR OFFICIAL USE . 20 59 13 Latitude ........................... .

. 156 38 ( Longitude .............. _ ........ .

Well No. . ....... ~9..3.8~.O2..

- It .....

, PUMP INSTALLATION PERMIT Well No. 5938-02 Page 2

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

a. Well Completion Report. ? !lit'S f ,r.i ,'f w ~";lJA;: Lv... '''(2? vloW ~. +:u'Ji.:x b. As-built sectional drawing of the installed pump.


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

OCT 3 f'\ 1992

Date of Issuance

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

/, I A , /

Applicant's Signature;y\Av4 ~ ~ p Date: \ l 4-1 C( '--

Printed Name: W \ L L I 0. ~. \AJ. w \ '- lV\o,Z€-

Finn or Title: M6>V \ ~~ ~ ~l ...:J~CPD~ l.e . (

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

c: USGS Department of Health

Safe Drinking Water Branch Ground Water Protection Program

Maui Department of Water Supply

JOHN WAIHEE

GOVERNOR OF HAWAII

TO:

STATE OF HAWAII .~,,,.',""~; R~~ftlj~NT OF LAND AND NATURAL RESOURCES

CC ,:;~:~dbMMI'SSfQN:-ON WATER RESOURCE MANAGEMENT .. .' '. r·~~~f.·~f,~; Hc::;C ' " c, ,> :-'~'~:' ' p, 0, BOX 621


PUMP INSTAlLATION PERMIT

for

Kapalua Weill Well No. 5938-02 Honokahua. Maui

Maui Land & Pineapple Co., Inc. 500 Office Road

~1 £IS5l)

t:;(~> 1 5b 12-8i1 3?/0i Kapalua, HI 96761

_:',./'4" ? .~/ (j _"!/ j/

,I,f ";J /1 1 :.: >~,. -

WILLIAM W, PATY

CHAIRPERSON

JOHN C, LEWIN, M,D,

MICHAEL J, CHUN, Ph,D, ROBERT S, NAKATA

RICHARD H, COX, P,E,

GUY K, FUJIMURA

RAE M, LOUI, P,E,

DEPUTY

RECEIVED NOV ~ 2 1992

EXECUTIVE OFFICE

In accordance v .. ith the Department of Land and Natural Resources Ad:ministrative Rules, Section 13-168; entitled 'Water Use, Wells, and Stream Diversion Works", your application to install a pump in Kapalua Weill (Well No. 5938-02) for municipal use is approved subject to the following cond:itions:

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

2. The permit shall be fDr installation of an 800 gpm capacity pump LTJ. the well.

3. The proposed use 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 pump water from the well shall not constitute a determination of correlative water rights. The permittee is notified and by this provision understands that the quantity of water taken from the well could be reduced by the Commission in the future. This permit is not a commitment that the pump capacity permited here or even some lesser amount is guaranteed in the future.

4. The applicant. shall provide and maintain an approved meter or other appropriate device or means for measuring and reporting total water usage. Water usage shall be measured on a monthly basis and reported to the Commission.

J

HYDRAULIC PARAMETER ESTIMATION USING AQUIFER TESTS, SPECIFIC

CAPACITY, OCEAN TIDES, AND WAVE SETUP FORHAWAI'I AQUIFERS

A DISSERTATION SUBMITTED TO THE GRADUATE DIVISION OF THE UNIVERSITY OF HAW AI'I IN PARTIAL FULFILLMENT OF THE

REQUIREMENTS FOR THE DEGREE OF

DOCTOR OF PHILOSOPHY

IN

GEOLOGY AND GEOPHYSICS

DECEMBER 2007

By Kolja Rotzoll

Dissertation Committee:

Aly I. EI-Kadi, Chairperson Stephen J. Martel Janet M. Becker Chittaranjan Ray

Ali Fares

- .

Well Information (m) Hydraulic Conductivity (mid)

WEll NO Head . Aquifer Active

THEIS COOPER- HARR HARR RECOV ZANGAR POlUBARIN THOMAS AVERAGE Dla-meter Thickness length JACOB 101\4 101\6 ERY OVA SON

5530-04 2.0 0.30 21.3 25.3 80 10 20 20 30 5540-01 2.3 0.41 9.0 9.0 1100 1300 2300 1600 5615-06 1.5 0.15 6.1 12.5 40 40 5616-02 1.7 0.10 6.1 13.6 40 60 130 90 80 5616-05 1.8 0.15 6.5 9.2 30 280 310 340 240 5617-05 1.9 0.15 ··6.4 8.3 2300 2000 1100 1800 5620-04 0.6 0.15 6.7 8.6 2 2 3 2

3;0 , 5620-05 1.1 0.15 5.8 9.4 290 380 420 410 5620-06 1.1 0.15 6.1 7.5 130 130 5631-02 3.2 0.41 29.6 35.5 340 520 560 660 520 5631-03 4.3 0.41 26.5 36.6 300 320 1100 520 400 440 480 510 5638-03 5.5 0.36 16.2 18.6 410 450 600 480 5731-02 2.4 0.41 16.5 17.9 840 930 1300 1000 5731-03 2.3 0.41 16.5 17.5 1700 2300 550 500 1800 1000 1100 1600 1300 5731-04 2.1 0.41 16.8 18.0 1100 1500 320 290 420 530 580 850 700 5731-05 1.7 0.05 18.5 18.5 980 980 5738-01 1.7 0.41 12.2 12.7 240 310 90 80 10 630 700 1100 400 5739-01 1.5 0.41 17.4 18.2 230 190 70 60 220 240 360 190 5739-02 1.8 0.41 14.6 16.1 410 460 670 520 5741-01 0.4 0.15 6.1 8.3 520 430 600 400 490 5832-03 2.1 0.20 8.2 8.2 130 200 200 130 170 5838-01 1.4 0.30 10.1 11.5 870 1100 310 270 1200 590 650 940 740 5838-02 1.9 0.30 10.1 11.7 340 280 260 190 2300 430 480 680 620 5838-03 2.1 0.36 9.4 11.5 110 100 60 40 230 120 130 180 120 .4 5838-04 1.8 0.36 6.1 8.2 1600 2400 500 460 1200 5839-02 0.5 0.20 23.8 24.9 240 230 200 150 350 380 470 290 5840-01 0.8 0.20 3.0 6.0 120 120 5840-04 0.8 0.15 6.0 6.0 1100 1100 5938-02 2.1 0.36 18.5 18.5 520 570 860 650 5938-03 1.6 0.36 12.2 14.5 380 420 580 460 5938-04 1.5 0.38 23.2 23.2 390 440 260 200 730 400 5939-02 0.1 0.15 3.0 12.0 150 240 280 130 200

Well Background Check

Approved Well No. Well Name Applicant Driller

Piiholo Maui Land & Pine Co., Inc. [01]

4/19/1988 5938-02 Kapalua 1 Maui Land & Pine Co., Inc. [01]



8/31/1994 5938-04 Kapalua 3B Maui Land & Pine Co., Inc. [01] C-17980

Tuesday, December 30, 2003

Type

BOTH

WELL

WELL

PUMP

WELL

Well Construction Issued Signed WCR1 Accept

4/19/1988 1/911990

10110/1989 2/13/1992

8/31/1994 911311994 5/23/2000 7/11/2000

Pump Installation Issued Signed WCR2 Accept

10/30/1992

/ :L';J' , (~t c E. '.~ e..

, }:'

Page lofl

JOHN WAIHEE

GOVERNOR OF HAWAII

STATE OF HAWAII

-'r-' . ... ,-'''''' pjP?ffl~NT OF LAND AND NATURAL RESOURCES

l •. >". '\;, dbMMr~.~~btll:"ON WATER RESOURCE MANAGEMENT ':":: ¥ ".' •• "1"" :~. - -',",_:i-, _,,;

P. O. BOX 621


PUMP INSfAI1.ATION PERMIT

f.or

Kapalua Well 1 Well N.o. 5938-02 H.on.okahua. Maui

TO: Maui Land & Pineapple CD., Inc. 500 Office R.oad Kapalua, HI 96761

-'.') ~ -t~;,

f,tf!l(

WILLIAM W. PATY

CHAIRPERSON

JOHN C. LEWIN. M.D. MICHAEL J. CHUN. Ph.D.

ROBERT S. NAKATA

RICHARD H. COX. P.E.

GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY

RiCEiVED NOV .- 2 1992

EXECUTIVE OFFICE

In accordance with the Department of Land and Natural Res.ources Admil1istrative Rules, Secti.on 13-168~ entitled 'Water Use, Wells, and Stream Diversi.on W.orks", y.our applicati.on t.o install a pump in Kapalua WeIll (Well N.o. 5938-02) f.or municipal use is approved subject t.o the f.oll.owing c.onditi.ons:

1. The C.ommissi.on.on Water Res.ource Management (C.ommissi.on), P.O. B.ox 621, H.on.olulu, HI 96809, shall be n.otified in writing bef.ore any w.ork---eovered by this permit c.ommences.

2. The permit shall be for installation of an 800 gpm capacity pump in the well.

3. The pr.op.osed use shall n.ot adversely affect existing Dr future legal uses .of water in the area, including any surface water Dr established instream fl.ow standards. This permit Dr the auth.orizati.on t.o pump water fr.om the well shall n.ot c.onstitute a determinati.on .of c.orrelative water rights. The permittee is n.otified and by this pr.ovisi.on understands that the quantity .of water taken fr.om the well c.ould be reduced by the C.ommissi.on in the future. This permit is n.ot a c.ommitment that the pump capacity permited here Dr even s.ome lesser am.ount is guaranteed in the future.

4. The applicant.shall provide and maintain an approved meter Dr .other appropriate device Dr means f.or measuring and rep.orting t.otal water usage. Water usage shall be measured .on a m.onthly basis and rep.orted t.o the C.ommissi.on.

" • - 4>

PUMP INSTALLATION PERMIT Well No. 5938-02 Page 2


a. Well Completion Report. b. As-built sectional drawing of the installed pump.


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

OCT 3 f' 1992

Date of Issuance

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

Applicant's Signaturek4v4 A~ ~ p

Printed Name: W \ L L I O-IM,. ~. W \ L- MOlZE-

Date: _'_l...:../_4",-,--1 Ct_L __ _

Firm or Title: M6>v \ ~S> ~ ~l ...:x-~~DUS- ~ . (





JOHN WAIHEE

GOVERNOR OF HAWAII

TO:

--:c.

.'-1"" .. - - ,

STATE OF HAWAII ,_,' P1;P;M~NT OF LAND AND NATURAL RESOURCES

.:<10MfI!I~:~~C>tJ:ON WATER RESOURCE MANAGEMENT ... ;-=- ~. '. '-. "'-" ';..-; :-."

P. O. BOX 621


PUMP INSI'AUAll0N PERMIT

for

Kapalua WeIll Well No. 5938-02 Honokahua. Maui

Maui Land & Pineapple Co., Inc. 500 Office Road

,:,:-~" I{~S~) c, Sb 'J z.

Kapalua, HI 96761 811 3?·bi

,_, . l -',' Y

1,',fIJJ ;0' v. ".'

WILLIAM W. PATY

CHAIRPERSON

JOHN C. LEWIN, M.D. MICHAel J. CHUN, Ph.D.

ROBERT S. NAKATA RICHARD H. COX, P.E.

GUY K. FUJIMURA

RAE M. LOUI, P.E.

DEPUTY

Ri:CEjVED NOV <- 2 1992

EXECUTIVE OFFICE

In accordance Vvith the Department of Land and Natural Resources Administrative Rules, Section 13-168; entitled 'Water Use, Wells, and Stream Diversion Works", your application to install a pump in Kapalua Well 1 (Well No. 5938-02) for municipal use is approved subject to the following conditions:

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

2. The pennit shall be for installation of an 800 gpm capacity pump in the well.

3. The proposed use 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 pump water from the well shall not constitute a determination of correlative water rights. The permittee is notified and by this provision understands that the quantity of water taken from the well could be reduced by the Commission in the future. This permit is not a commitment that the pump capacity permited here or even some lesser amount is guaranteed in the future.

4. The applicant. shall provide and maintain an approved meter or other appropriate device or means for measuring and reporting total water usage. Water usage shall be measured on a monthly basis and reported to the Commission.

- . -. PUMP INSTALLATION PERMIT Well No. 5938-02 Page 2


a. Well Completion Report. b. As-built sectional drawing of the installed pump.


7. This permit may be revoked if work is not started within six months of the date of issuance or if work ic; suspended or abandoned for six months. The work proposed in the permit application shall be completed within two years from the date of permit issuance.

OCT 3" 1992

Date of Issuance

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

Applicant's Signature;y\,t\o4 ~ \A;J Printed Name: W \ L L.I O-IA.A,. V-J. W \ L. LL-to,2"E-

Date: _\_l..!..../_4-~/:....-C{..:..-"L __ _

Firm or Title: M6?Y \ ~~ <\ ~l..x-"='OPOUS ~ . (





MAUl LAND & PINEAPPLE COMPANY, INC. • EO. Box 187, KahuIJ,CJlJmr, l&wAI~d7jJ-6187 • (808) 877-3351

October 21, 1992

Ms. Rae M. Loui Deputy Director State of Hawaii Commission on Water Resources Management Department of Land and Natural Resources P.O. Box 621 Honolulu, Hawaii 96809

Dear Ms. Loui:

Subject: Well 5938-02 Pump Permit

Please be advised that we will begin pump installation by October 25, 1992 .

All other requirements requested will be adhered to.

Very truly yours,

~~ Director of Construction & Facilities Maintenance

c: Clifford Jamile

MAUl LAND & PINEAPPLE COMPANY, INC. • Po. Box 18i, Kahult.S.~, ~\\'cAlpd7jj-818! • (808) Sf!-335}

October 21, 1992

Ms. Rae M. Loui Deputy Director State of Hawaii Commission on Water Resources Management Department of Land and Natural Resources P,O. Box 621 Honolulu, Hawaii 96809

Dear Ms. Loui:

Subject: Well 5938-02 Pump Permit

C{}t~~~/IS~~lON eN VI'~ Tt~ RESC:_L~C£ t+~JihGEt~t}T

Please be advised that we will begin pump installation by October 25, 1992.

All other requirements requested will be adhered to.

Very truly yours,

~~ Director of Construction & Facilities Maintenance

c: Clifford Jamile

JOHN WAIHEE

GOVERNOR OF HAWAII 132 OCT \ ~'l ~trQ.

STATE OF HAWAII t.".:'.!',J·,. '.,r'?:::"_?'.f··~!': ;Y'{ . ..,. DEPARTMENT OF HEAL THr~--l..Y" ,fir. f' .:/J,l,fJ: I

P. O. BOX 3378


September 28, 1992

Ms. Rae Loui, 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. Loui:

SUBJECT: PUMP INSTALLATION PERMIT APPLICATION KAPALUA WELL 1 STATE WELL NO. 5938-02 KAPALUA, MAUl

t\c.t.,.i~·!J; .....

JOHN C. LEWIN. M.D.

DIRECTOR OF HEALTH

In reply, please refer to: EMO / SOWB

Thank you for the opportunity to review and comment on the subject document. We have examined the application and have the following comments to offer:

1. The application indicates that the subject well will be for municipal use. If the well is to serve 25 or more individuals at least 60 days per year or will have a minimum of 15 service connections, the applicant will be required to comply with Hawaii Administrative Rules, Title 11, Chapter 20, Rules Relating to Potable Water Systems.

2. section 11-20-29 of Chapter 20 requires that a new source of potable water serving a public water system be approved by the Director of Health prior to its use. Such an approval is based primarily upon the submission of a satisfactory engineering report which addresses the requirements set in Section 11-20-29.

3. The proposed well is situated above the Underground Injection Control (UIC) line. Land areas above the UIC line are considered to contain underground sources of drinking water. Thus, it is essential that the well be designed and constructed to prevent the possibility of groundwater contamination. For example, the well should have a concrete well pad and full grouting to prevent seepage or floodwaters from migrating down the well shaft.

;. - . •

t

Ms. Rae Loui September 28, 1992 Page 2

4. The operation of the well should not be allowed to adversely affect the water quality of nearby water wells. The map accompanying the application indicates that the proposed well will be located within 5,000 feet of the state well nos. 5938-01 and -03, and 5838-01, -02, -03, and -04.

If you should have any questions, please contact Stuart Yamada of the Safe Drinking Water Branch at 586-4258.

SY:la

Chief Division

c: William Wilmore Maui Land and Pineapple Company, Inc. 500 Office Road Kapalua, Maui, HI 96761

r; r - , C" I I\C ... :C VE ,:;, 'l-:' r' r: 4 'I ~: 0 " _ ....r.t..-., 1.._

JOHN WAIHEE , GOVERNOR 'STATE OF HAWAII

92SfPI7 HOALIKU L. DRAKE

CHAIRMAN

A 9 : 92 SEP 17 P 3 : ~1IIAN HOMES COMMISSION

The Honorable Commission on Department of P. O. Box 621

, ~

William W. Paty, Chairperson Water Resource Management Land and Natural Resources r.;i,m

Co')

Honolulu, Hawaii 96809 ~::l7;';:;" <~.:~ ~~:~.

Dear Mr. ~ Pi/ ;,;{~ Well Construction and Pump Installation permtb.$

'''j

Thank you for the opportunity to comment on the following applications:

Keopu-HFDC (3957-03) Papaaloa-Savio (5713-01) Kapalua 1 (5938-02) Wailea 670 Irr 1 & 2 (4125-01,02)

•• CJ1 c.n

These projects are not expected to affect Hawaiian home lands; we have no direct comment.

We can point out that the information supplied for the Keopu well is internally inconsistent; it states the well is intended to tap a high level groundwater source, but the specifications clearly indicate the well taps basal groundwater.

We again call attention to the use of groundwater, even brackish water, for golf course irrigation, as at Wailea. This may have no adverse short-term impacts, but may eventually be shown to be inadvisable, and thereafter restricted. We note that the applicant fully expects to make the transition to treated sewage effluent in the future.

Warmest aloha,

HO~ Drake, Ch orman Hawalian Homes Commission

. ... ,.~

;11 i,:.J

-

RE: PROCESSING FEE

KAPALUA LAND COMPANY, LTD. a subsidiary of Maui Land & Pineapple Company, Inc.

WELL NO. 59~~~$.OA>all 44

REMITTANCE ADVICE IN PAYMENT OF ITEMS LISTED ABOVE. IF INCORRECT

PLEASE NOTIFY US AT ONCE

W. PATY

PERSON

.EWIN. M.D.

'CHUN. Ph.D. S. NAKATA

~. COX. P.E.

FUJIMURA

LOUI. P.E.

PUTY

JOHNWAIHEE GOVERNOR OF HAWAII

MEMORANDUM

TO:

FROM:

SUBJECT:

-

STATE OF HAWAII


STATE HISTORIC PRESERVATION DIVISION 33 SOUTH KING STREET, 6TH FLOOR


September 10, 1992

WILLIAM W. PATY, CHAIRPERSON BOARD OF LAND AND NATURAL RESOURCE

DEPUTIES

JOHN P. KEPPELER, II DONA L. HANAIKE


AQUATIC RESOURCES

CONSERVATION AND

ENVIRONMENTAL AFFAIRS

CONSERVATION AND RESOURCES ENFORCEMENT

CONVEYANCES

FORESTRY AND WILDLIFE HISTORIC PRESERVATION

DIVISION LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

",I--~,

Rae M. Loui, Deputy Director , .. Commission on Water Resource Management '2~~'~, .01

r;~;::A1

Don Hibbard, Administrator f/t:~sj't~a~t:?e~ State Historic Preservation Division ,-

Pump Installation Permit Application Well No. 5938-02 (Kapalua 1) Honokahua, Lahaina, Maui TMK: 4-2-01: 1

We believe that this application to install a pump at this well will have Iino effect" on significant historic sites. This well is located in an area that was previously under pineapple cultivation. It is unlikely that significant historic sites still exist.

Please contact Annie Griffin at extension 7-0013 if you have any questions.

AG:aal

.....

Ll

JOHN WAIHEE

GOVERNOR OF HAWAII

~ ... , of· .'


COMMISSION ON WATER RESOURCE MANAGEMENT

Mr. William W. Wilmore Maui Land and Pineapple Company, Inc.

500 Office Road Kapalua, Hawaii 96761

Dear Mr. Wilmore:

P. o. BOX 621


SEP LI I~~L

WILLIAM W. PATY

CHAIRPERSON


ROBERT S. NAKATA

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

RAE M. LOUI. P.E.

DEPUTY

We have received your application to install a pump in a well (Well No. 5938-02) at Kapalua, Maui, (TMK 4-2-01:01). We are reviewing the application for completeness. However, our rules require a processing fee of $25. Please make a check payable to the Department of Land and Natural Resources, and send it to the Commission on Water Resource Management,P.O. Box 621, Honolulu, Hawaii 96809.

Should you have questions, please call the Commission on Water Resource Management staff at 587-0225.

NF:ky

Sincerely,

RAE M. LOU! Deputy Director

JOHN WAIHEE

GOVERNOR OF HAWAII



Mr. William W. Wilmore Maui Land and Pineapple Company, Inc.

500 Office Road Kapalua, Hawaii 96761

Dear Mr. Wilmore:

P. O. BOX 621


WILLIAM W. PATY

CHAIRPERSON


ROBERT S. NAKATA RICHARD H. COX. P.E.

GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY

We have received your application to install a pump in a well (Well No. 5938-02) at Kapalua, Maui, (TMK 4-2-01:01). We are reviewing the application for completeness. However, our rules require a processing fee of $25. Please make a check payable to the Department of Land and Natural Resources, and send it to the Commission on Water Resource Management,P.O. Box 621, Honolulu, Hawaii 96809.

Should you have questions, please call the Commission on Water Resource Management staff at 587-0225.

NF:ky

Sincerely,

RAE M. LOU! Deputy Director

JOHN WAIHEE

GOVERNOR OF HAWAII



REF:WRM-KY

Mr. Clayton H. W. Hee Chainnan & Trustee At Large Office of Hawaiian Affairs 711 Kapiolani Blvd., Suite 500 Honolulu, Hawaii 96813-5249

P. O. BOX 621


SEP 4 1992

Attn: Ms. Linda Delaney, Land & Natural Resources Division

Dear Mr. Hee:

Well Construction and Pump Installation Permit Applications

Transmitted for your review and comment are copies of the following permit applications:

Island Well Name Well No. Application~

Hawaii Keopu-HFDC 3957-03 Well Construction Hawaii Papaaloa-Savio 5713-01 Well Construction Maui Kapalua 1 5938-02 Pump Installation Maui Wailea 670 Irr 1 4125-01 Pump Installation Maui Wailea 670 Irr 2 4125-02 Pump Installation

WILLIAM w. PATY

CHAIRPERSON


ROBERT S. NAKATA

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

RAE M. LOUI. P.E.

DEPUTY

Please review the applications pursuant to your area of concern and submit your comments to us, orally ~r in writing, ten (10) working days from date of this letter.

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

Very truly yours,

Enc.

JOHN WAIHEE

GOVERNOR OF HAWAII



REF:WRM-KY

Honorable Hoaliku L. Drake Director

P. O. BOX 621


SEP 4 1992

Department of Hawaiian Home Lands State of Hawaii P.O. Box 1879 Honolulu, Hawaii 96805

Dear Mrs. Drake:


WILLIAM W. PATY

CHAiRPERSON

JOHN C. LEWIN. M.D.

MICHAEL J. CHUN. Ph.D. ROBERT S. NAKATA


RAE M. LOUI. P.E.

DEPUTY


Island Well Name Well No. Application Type

Hawaii Keopu-HFDC 3957-03 Well Construction Hawaii Papaaloa-Savio 5713-01 Well Construction Maui Kapalua 1 5938-02 Pump Installation Maui Wailea 670 lIT 1 4125-01 Pump Installation Maui Wailea 670 lIT 2 4125-02 Pump Installation

please review the applications pursuant to your area of concern and submit your comments to us, orally or in writing, ten (0) working days from date of this letter.

t

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

Very truly yours,

~W.PATY Enc.

JOHN WAIHEE

GOVERNOR OF HAWAII



Mr. Thomas Arizumi, Chief Environmental Management Division State Department of Health Five Waterfront Plaza 500 Ala Moana Blvd., Suite 250 Honolulu, Hawaii 96813

Attn: Mr. William Wong

Dear Mr. Arizumi:

P. O. BOX 621


SEP 4 1992





WILLIAM W. PATY

CHAIRPERSON


ROBERT S. NAKATA


RAE M. LOUI. P.E.

DEPUTY

Please review the applications pursuant to your area of concern and submit your comments to us, orally dr in writing, ten (10) working days from date of this letter.

Should you have any questions, please contact the Commission on Water Resource Management staff at 587-0225.

NF:ky Enc.

Sincerely,

fl~ RAE M. LOU! Deputy Director

State of Hawaii DEPARTMENT OF lAND AND NATURAL RESOURCES

Commission on Water Resource Management Honolulu, Hawaii

SEP 4 1992 MEMORANDUM

TO:

FROM:

SUBJECT:

Don Hibbard, Director Historic PreseIVation Program

Rae M. Loui, Deputy Direct Commission on Water Res

Well Construction and Pu p Installation Permit Applications




Please review the applications pursuant to your area of concern and submit your comments to us, orally or in writing, ten (10) working days from date of this memo.

Should you have any questions, please contact the Commission on Water Resource Management staff at 597-0225.

Ene.

JOHN WAIHEE

GOVERNOR OF HAWAII

Ms. Marjorie Ziegler



P. O. BOX 621


SEP 4 1992

Sierra Club Legal Defense Fund, Inc. 212 Merchant Street, Room 202 Honolulu, Hawaii 96813

Dear Ms. Ziegler:


WILLIAM W. PATY

CHAIRPERSON


ROBERT S. NAKATA


RAE M. LOU!. P.E.

DEPUTY

Transmitted for your information are copies of recent well permit applications:



Should you have questions, please contact the Commission on Water Resource Management staff at 587-0225.

NF:ky Enc.

RAE M. LOUI Deputy Director

JOHN WAIHEE WILLIAM W. PATY

GOVEANOR OF HAWAII CHAIRPERSON

JOHN C. LEWIN, M.D.

STATE OF HAWAII MICHAEL J. CHUN. Ph.D.



Mr. Dave Craddick, Director Department of Water Supply County of Maui 200 South High Street Wailuku, Maui, Hawaii 96793

Dear Mr. Craddick:

P. O. BOX 621


(rp 4 1992




Maui Kapalua 1 5938-02 Pump Installation Maui Wailea 670 Irr 1 4125-01 Pump Installation Maui Wailea 670 Irr 2 4125-02 Pump Installation

ROBERT S. NAKATA RICHARD H. COX, P.E.

GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY

Please review the applications pursuant to your area of concern and submit your comments to us, orally or in writing, ten (10) working days from date of this letter.

Should you have any questions, please contact the Commission on Water Resource Management at 587-0225.

NF:ky Ene.

Sincerely,

Deputy Director

CLIFFORD S. JAM -J, . . d: ~"17 P E 2168 AUMAKUA STREET PEA~TY HAWAII 96782

PHONE: (808) 455-5583 FAX: (808) 456-9259

. ' DATE 8/6/92 I JOB NO.

TO STATE OF HAWAII Commission on Water Resource Mgmt. Department of Land and Natural

Resources Division of Water Resources Managemen

GENTLEMEN:

ATTENTION

Mr. Ed Sakoda RE Application for Pump Installa-

, ~ , ,

l.J.UII rO:I..lIIJ.l. v..apa.Lua LJe'e'pWe'.L-L

Pumo No. 1 .. -

WE ARE SENDING YOU JCJ Attached o Under separate cover via __________ the following items:

o Shop drawings

o Copy of letter

o Samples [] Specif~ons .." ('" 1t:1\

fXl Application for Pump-;:4;@ta11S'l;ion": . Perm i t ~:{;::": ~ ~~.~

o Prints

o Change order

o Tracings

COPIES DATE NO. DESCRIPTION '/ . .--

r-----+-----+----t------------------------------.----.-.---

THESE ARE TRANSMITTED as checked below:

~ For approval 0 Approved as submitted [] Resubmit. __ copies for approval

0 For your use 0 Approved as noted o Submit __ copies for distribution

0 As requested 0 Returned for corrections o Return ___ corrected prints

0 For review and comment 0

0 FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US

REMARKS _____________________________________________________ _

COPY TO ______________________________________ __

SIGNED:

State of Hawaii COMMISSION ON WATER RESOURCE MANAGEMENT

Department of Land and Natural Resources Division of Water Resource Management

WELL CONSTRUCTION PERMIT

L.. PUMP INSTALLATION PERMIT

APPLICATION FOR

ISSTRl'tTloNS: Plea .. print or type and .end completed appllcaUon wUh attachment. to the Dtvtalon or Wlter and Land Development. P. O. Box 313. Honolllill. Hlwail ... Ot. Application mil at be accompanied by a non-refllndable (Ulng (ee ot $25.00 p~Ylble to the Department o( Land and Natllral Reaollrc... (FtUng eee waived tor government agenel ... ) It necellary. phone 548-7543. HYdrol0T:toIOfY Secti,on (or a .. l.tance.

1. WELL LOCATION State Well No. 5938-02

Island MAUL Tax Map KeY~4~-~2-~0~1~:~1 ________ _

Address Above Kapalua Resort

(Attach a USGS map (scale 1"=2000') and property tax map showing well location referenced to established property boundarie •• )

2. WELL OWNER LANDOWNER MAUL LAND AND

Firm Name PINEAPPLE CO .. INC.

Contact Person HM. 1'1. WILMORE

Address 500 Office Road

Kapalua, Mau;, HI 96761

Phone 669-5565

MAUl LAND AND Firm Name PINEAPPLE CO., INC.

Contact Person WM. W. WILMORE

Address 500 Office Road Kapa1ua, Mau;, HI 69761

Phone 669-5565

3. PROPOSED CONTRACTOR FOR: DWell Drilling (!JPump Installation Name Roscoe Moss :~a\'Jai i, Inc.

Address 830 Ahua Streett

Honolulu. Hawaii 96819

Contractor's License No.

Phone 839-6888 -------C-16437

4. PROPOSED WORK

o Drill New Well CJ Alter a Install New Pump

o Deepen CJ Seal o Replace Pump

o Redrill o Abandon o Modify Pump

(Briefly describe the proposed work and fill in the diagram on the back of this form.)

5. PROPOSED USE

CB Municipal (including hotels, stores, etc.) 0 Military ~ ODomestic (individual, noncommercial water systems) OIndustrial OIrrigation (specify) , OOther (specify) ___ _

S. PROPOSED AMOUNT OF WITHDRAWAL 1 , 152 ,000 gallons per day

7 • PROPOSED PUMP INFORMATION

Pump Type: 0 Vertical Turbine L!7 Submersible 0 Centrifugal Motor: ODiesel OOas OElectric: _2_0_0 ____ Rated Horsepower Rated Pump Capacity 800' gallons per minute (gpm)

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • * • • • * • • * * • MAUl LAND AND

Well Owner (print) pHll='lIDDI r fn

Signatur~ AAA-h 11M Date <s!rs/q" Fer Official l/se Only:

Fie!d Chicked By -------::z-:e ---------------------

?

MAUl LAND AND Landowner (print) "r"EA~~' ~ COq INC

Signature 15 .. 4; Ii:t . Date V Oil,"!; /,G{ 1;;:

Latitude ----- HydroZogic Unit _____ _

Longitude ____ _ State We Z Z No. 6 -SJ31f-02-

• •

Briefly describe the proposed work:

Elevation at top of casing ________ ft., mSl.~

Cement Grout

Hole

ft. ---+-..... ~-.

Dia. in. --.....ot~ .. ---

Total Depth _ ft.-.....

Rock Packing_ ft.

PROPOSED SECTION OF WELL

Ground Elev. --------------------Solid Casing:

Material

Length

Diameter

ft., msl·

ft.

in. -----------------Wall thickness in.

/ /Screen I Material ________ _ V

CaSing: I IPerforated

ft. . Length _________________ _

I Diameter I Wall thickness

Openings

~openHOle: Length

in.

in.

sq. in./L. F.

Diameter in . -----------------

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

•

I -r'

+ I

.'

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

.", ".~

.f'

" I .

'1"1 JI"""kIlAUJI g,,"i; ":"'\ nay ....... , ... ,:,t·I

{)1\'~ ... 1i,j .. :: ...... r.~~" •. ~

...... ~--......

lJa

, "

jl

\ ,,-"

, .

+ PROJECT AREA c

ISLAND OF MAUl

/

~. '. - .

46

." . ..,:.

January 5, 1990 90-029 (751-0103)

Mr. Manabu Tagomori Division of Water and Land Development Department of Land & Natural Resources P. O. Box 373 Honolulu, Hawaii 96809

Dear Manabu:

Data Submittal For Kapalua Well No. 1 (5938-02)

Enclosed are the driller's ~eport, as-built /dimensions, the well's location and elevation, and pump test results for Kapalua Well No. 1 (State Well No. 5938-02). Its static water level was found to be 6.8 feet above sea level. The pump test was conducted for 72 continuous hours at 800 GPM from October 24 to 27, 1989. The drawdown of 1.6 feet and chloride concentration of 17 milligrams per liter was stable throughout the test.

Should you have questions or require additional information, please feel free to contact me.

Sincerely,

Tom Nance

TN:lt

cc: Bill Wilmore

Enclosures

680 Ala Moana Boulevard, Suite 200 • Honolulu, Hawaii 96813 • Phone: (808) 521-5361 • Fax: (808) 538-7819

A Belt Collins & Associates Company

Kapalua Well No.1

Excerpts of the Daily Log by Derrick Moreira of Richardson Well Drilling

Date ( 1989 \ Deoth Formation Penetrated

Jan 03 50 - 55 Hard Blue Rock

Jan 04 55 - 57 Hard Blue Rock

Jan 09 57 - 60 Blue Rock

Jan 10 60 - 65 Blue Hard Rock

Jan 11 65 - 70 Red and Black Cinders

Jan 16 70 - 71 Blue Rock

Jan 17 71 - 73 Blue Rock 73 - 75 Red Cinders

Jan 18 75 - 80 Red Cinder 80 - 85 Black Rock

Jan 19 85 - 90 Rock and Cinders - Red

Jan 23 90 - 93 Hard Rock

Jan 24 93 - 98 Rock

Jan 25 98 - 110 Rock

Jan 26 110 - 128 Rock and Cinders

Jan 27 128 - 138 Rock and Red Cinder

Jan 30 137 - 150 Rock and Cinder

Jan 31 150 - 155 Hard Rock

Feb 01 155 - 160 Hard Rock

Feb 02 160 - 168 Rock and Black Cinder

Feb 07 168 - 175 Rock - Hard Drilling


Feb 09 178 - 181 Hard Rock - Slow Drilling

Feb 10 181 - 184 Blue Rock

Feb 14 184 - 186 Blue Rock - Hard

- 1 -

Kapalua Well No. 1


Date ( 1989 ) Depth Formation Penetrated

Feb 15 186 - 195 Black Rock


Feb 17 200 - 207 Hard Black Rock


Feb 22 213 - 220 Black Rock With Some Red Cinder


Feb 24 226 - 231 Black Rock With Some Red Cinder

Feb 28 231 - 235 Black Rock - Hard

Mar 01 235 - 240 Hard Black Rock




Mar 14 255 - 260 Hard Rock - Black 260 - 265 Black Rock 265 - 270 Black Rock

Mar 15 270 - 275 Black Rock 275 - 280 Blue Rock 280 - 285 Blue Rock

Mar 16 285 - 290 Blue Rock 290 - 295 Rock and Cinder 295 - 300 Rock and Cinder 300 - 305 Black Rock and Red Cinder

Mar 20 305 - 310 Black Rock 310 - 315 Black Rock

Mar 21 315 - 320 Black Rock With Some Red Cinder 320 - 325 Black Rock and Red Cinder

Mar 22 325 - 330 Blue Rock and Red Cinder 330 - 335 Blue Rock - Hard

-2 -

Kapalua Well No. 1


Date ( 1989 \ Deoth Formation Penetrated

Mar 23 340 - 345 Blue Rock 345 - 350 Blue Rock

Mar 27 350 - 355 Blue Rock 355 - 360 Black Rock and Red Cinder

Mar 28 360 - 365 Blue Rock - Hard

Mar 29 365 - 370 Blue Rock 370 - 375 Blue Rock

Mar 30 375 - 380 Black Rock 380 - 385 Black Rock 385 - 390 Black Rock

Apr 03 390 - 395 Black Rock and Some Red Cinder 395 - 400 Black Rock

Apr 11 400 - 405 Blue Rock - Hard 405 - 410 Black and Red Rock

Apr 12 410 - 415 Black Rock and Some Red Cinder 415 - 420 Black Rock and Some Red Cinder 420 - 425 Black Rock 425 - 430 Black Rock

Apr 13 430 - 435 Black Rock 430 - 440 Black Rock - Hard

Apr 17 440 - 445 Blue Rock 445 - 450 Black Rock 450 - 455 Black Rock and Red Cinder

Apr 18 455 - 460 Blue Rock 460 - 465 Blue Rock

Apr 19 465 - 470 Blue Rock - Hard 470 - 475 Blue Rock - Hard

Apr 20 475 - 480 Blue Rock - Hard 480 - 485 Blue Rock

Apr 24 485 - 490 Black Rock

Apr 25 490 - 495 Blue Rock - Hard

- 3 -

Kapalua Well No. 1


Date ( 1989 ) Deoth Formation Penetrated

Apr 26 495 - 500 Hard Blue Rock

May 01 500 - 505 Blue Rock

May 02 505 - 510 Black Rock and Some Red Cinder 510 - 515 Black Rock

May 03 515 - 520 Black Rock - Hard 520 - 525 Black and Blue Rock 525 - 530 Black Rock - Hard

May 04 530 - 535 Blue Rock

May 08 535 - 540 Rock and Red Cinder 540 - 545 Rock and Red Cinder

May 09 545 - 550 Black Rock and Red Cinder

May 10 550 - 555 Black Rock and Red Cinder

May 11 555 - 560 Rock and Red Cinder 560 - 565 Black Rock

May 12 565 - 570 Black Lava - Little Bit of Red Cinders 570 - 575 Black Lava - Little Bit of Red Cinders

May 13 575 - 580 Black and Red Lava 580 - 585 Black and Red Lava 585 - 590 Black and Red Lava - Loose

May 14 590 - 595 Black and Red Lava 595 - 600 Black and Red Lava 600 - 605 Black and Red Lava 605 - 610 Black and Red Lava

May 15 610 - 615 Black and Red Lava 615 - 620 Black and Red Lava 620 - 625 Black and Red Cinder 625 - 630 Black and Red Cinder 630 - 635 Black and Red Cinder 635 - 640 Black and Red Cinder 640 - 645 Black and Red Cinder

May 16 645 - 650 Rock and Red Cinder 650 - 655 Black Rock 655 - 660 Black Rock 660 - 665 Black Rock

- 4 -

-Kapalua Well No. 1


Date ( 1989 ) Depth Formation Penetrated

May 17 665 - 670 Black Rock 670 - 675 Rock and Red Cinder 675 - 680 Black and Red Cinder 680 - 685 Black and Red Cinder 685 - 690 Black and Red Cinder

May 18 690 - 695 Rock and Red Cinder 695 - 700 Rock and Red Cinder 700 - 705 Rock and Some Red Cinder 705 - 710 Rock and Cinder 710 - 715 Rock and Cinder 715 - 720 Rock and Cinder

May 19 720 730 Red and Black Lava 730 735 Red and Black Lava 735 740 Red and Black Lava

May 20 740 - 745 Red and Black Lava and Cinder 745 - 750 Red and Black Lava and Cinder 750 - 755 Red and Black Lava and Cinder

May 21 755 - 760 Black and Red Lava and Cinder 760 - 765 Black and Red Cinder and Lava

May 22 765 - 770 Red and Black Cinders 770 - 775 Rock and Red and Black Cinders 775 - 780 Rock and Red Cinders 780 - 785 Rock and Cinder 785 - 790 Rock and Cinder

May 23 790 - 795 Black and Some Red Cinder 795 - 800

- 5 -

-I

AECOS 970 N. Kalaheo Avenue, Suite A300 • Kailua, Hawaii 96734 Telephone: (808) 254-5884

TO: Belt Collins & Associates

SAMPLE SITE: DATE SA."fPLED: TIME SAMPLED: SAMPLED BY:

Kapalua Well 10/27/89

Derrick Mereica

JOB NO.: 477 DATE: 11/28/89 PAGE: 1 of 2

ATTN: Tom Nance

RECEIPT DATE: 10/27/89

LOG#: 3837

LABORATORY ANALYSIS REPORT - Primary Drinking Water Standards

Arsenic (mg/l) Barium (mg/l) Cadmium (mg/l) Chromium (mg/l) Lead (mg/l) Mercury (mg/l) Selenium (mg/l) Silver (mg/l)

Fluoride (mg/l) Nitrate (mg/l) Turbidity (NTU)

Total Coliform (col/100 mls)

Gross Alpha (pc/I) Gross Beta (pc/I)

Amount Detected

BDL BDL BDL BDL BDL BDL BDL BDL

<0.10 0.24 0.86

Endrin (mg/l) BDL Lindane (mg/l) BDL Methoxychlor (mg/l) BDL Toxaphene (mg/l) BDL 2,4-D (mg/l) BDL 2,4,5-TP (mg/l) BDL

BDL = Below Detection Limit

Detection Limit

0.002 0.1 0.005 0.01 0.02 0.0002 0.002 0.01

0.1 0.03 0.1

1

2 3

0.0002 0.0001 0.0005 0.005 0.002 0.001

Date Analyst

11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL

11/02 mm 10/27 er 10/27 er

-----

----------

11/14 rom 11/14 rom 11/14 mm 11/14 mm 11/19 er/kt 11/19 er/kt

Samples analyzed according to "Methods for Chemical Analysis of water and Wastes", U.S. EPA, March, 1979 and/or "Methods for Organochlorine Pesticides and Chlorophenoxy Acid Herbicides in Drinking Water and Raw Source Water", U.S. EPA, July, 1978.

JOB NO.: 477 LOG 11: 3837 DATE: 11/28/89 PAGE: 2 of 2

.Secondary Drinking Water Standards

Alkalinity (mg CaC03/1)

Calcium Hardness (mg CaC03/1)

Chloride (mg/l)

Color (APCU)

Copper (mg/l)

Total Dissolved Solids (mg/l)

Corrosivity (Langelier Index)

Foaming Agents (mg LAS/I)

Iron (mg/l)

Manganese (mgjl)

pH

Sulfate (mg/l)

Zinc (mg/l)

Amount Detected

17.6


Detection Limit

5

0.5

5

10

0.01

10

0.025

0.02

0.01

0.1

2

0.005

Date Analyst

11/01 rom

-----

-----

-----

-----

-----

-----

Samples analyzed according to "Methods for Chemical Analysis of Water and Wastes", U.S. EPA, March 1979.

e.D

0·7

0.4

S$f-'DUWw~ ~T 12G~T~ OF 'O-24--~

(Q~ 700 ~ ~ f~ IS6D

F1OW~$ L6a{lo~ per" Mt~e)

DDWALD Form 71(1) State of Hawaii DEP,.RTMENT OF LAND & NATURAL RESOL;CES DIVISION OF WATER AND LAND DEVELOPMENT

- ; DRILLER'S REPORT ... ; J ':.~

DESCRIPTION

9

Date of report ...... P~.~~.8~.~t)~.Q~ ............. Person filing report ............ I~~~ .. E~!!.~~ .............. ".'."-::.c.i.~., ... , .. ~: .. :-.~!~.~¥F ............. . " . . .~ .',. F.J I

WELL . .... .',-", A. OWNER .. !~~.p.~J~~ .. J.~!:I.~ ... ~~~p.Cl.nX. NAME ... i~.~p.~l .. y.~ .. ~:~~JJ. .. ~;~.~ .. ).J~~}~.-:-.Q.?J .... ISLAND ....... f1.~~.L ................ . B. GENERAL LOCATION ............ K~Q~J~~., ... .u~.L;.j ............................................................................................................................. . C. DRILLING COMPANY .. Ri.~!1.9,rg~9.n .. ji~JL.RtUJtDJ ... C9.r:m.q"'lY D. TYPE OF RIG .~.~.<;:yt~~ ... ~X't~ .. ).!?~ ... DRILLING COMPLETED .... Q<:;.t .•.... ~~.?~ ..... DRILLER ... D.~.rrJ~jL~:;.9.r~j.f.~ ...... .

month year E. ELEVATION, msl: Top of drilling platform ..... J.9.~.~.§.6 ......... ft. Bench mark and methorl Ilc:p.d to determine

Height of drilling platform above ground surface ... Q .•. 6.0. ... ft. elevation: ...................... '-I ••••••••

F. HOLE SIZE: ........ Z.Q ............... inch dia. to ..... .79.2 ..... ft. below drilling platform. § ........ 13. ............... inch dia. to ...... 0.22 ..... ft. below drilling platform. ~ ............................ inch dia. to .................. ft. below drilling platform. __ J

G. CASING INSTALLED: ... H ..... in. I.D. x .. ~r;J? in. wall solid section to ..... ]~;? .... ft. below arllllllo tnu .. - .....

... H ..... in. I.D. x .. ~/JR. in. wall herforated section to ...... ]~f .... ft. below drilling platform. Type of perforation ............ P.u.!1.c ... ~~ ... l,Q.I,l.y~.r~ .................................................................................... .

H. ANNULUS: Grouted ..... 200 ..... ft. to ... .200 ....... ft. below drilling platform. Gravel packed .... 5.9.2 ....... ft. to .... ]9.2 ..... ft. below drilling platform.

I. PERMANENT PUMP INSTALLATION: Pump type, make, serial no ........................................................................................................ Capacity .................... g.p.m. Motor type, H.P., .voltage, r.p.m ....................................................................................................................................................... . Depth of pump intake setting ................ ft. below ................................................................ which elevation is ............... .ft. Depth of bottom of airline ................ ft. below .................................................................... which elevation is ............... .ft.

HYDROLOGY J. INITIAL WATER LEVEL .. ]~L.f3.~ .. .ft. below drilling platform. Date of measurement. ......... r:1.gy .. .24.~ .. .19.a9. ........... . K. INITIAL CHLORIDE: ..... .lL ....... ppm, total depth of well .. ..79.2 ....... ft. below drilling platform .... t'~~y ... 2.~.'---l~Q9. ...... .

Sampling Date L. PUMPING TESTS: Reference point (R.P.) used: .................. which elevation is ................ ft.

Date ... .Qct ..... 24 ... t.o .. .27.., ... 193.9........... Date ........................................................... . Start water level ........... ~ .... ]Q.2 ......... ft. below R. P. Start water level ........................................... ft. below R. P. End water level ............ ]@ ................. ft. below R. P. End water level ............................................. ft. below R. P. Depth of well ................. ~.gg ................ ft. below R. P. Depth of well ................................................ .ft. below R. P.

Elapsed Rate Draw- CI- Temp. Elapsed Rate Draw- CI- Temp .

........ ~6~et~0.~.~Q~~.~.... . .. ~5.~! ... ~~~~.g~:~ ... ~f~~ ........ c~..... . ....... ~~~et~our.~~........ ..(~:.~)... ~~~~.~~~ __ ~ ... ~~~~.).. . ..... ~~ .... .

.... .Q.~.~ ... to ... 1~.Q.... . .. §AQ.... . .. J.~.2.... .............. .............. . ............. to .............. .............. .............. .............. . ............ .

..... l~.O .. to ... l~.~.... . .. $.00.... . .. J.~J.>.... .............. .............. . ............. to .............. .............. .............. .............. . ............ .

.... J.~.~ .. to ... ~.~.Q.... JO.QO.... . ... f.~.2.... .............. .............. . ............. to .............. .............. .............. .............. . ............ .

..... 2.,.0 .. to }~.,.Q.... .J3.00.... . ... L .. 6.... . ... E...... .............. . ............ to .............. .............. .............. .............. . ............ .

.............. to .............. .............. .............. .............. .............. . ............. to ..................................................................... .

SUBSURFACE FORMATION M. DRILLER'S LOG:

Water Level Water level Depth, ft. Rock Description & Remarks ft. Depth, ft. Rock Description & Remarks ft.

.............. to ............. . . ............. to ............. .

.............. to ............. . . ............. to ............. .

.............. to ............. . .............. to ............. .

.............. to ............. .

.............. to ............. . .............. to ............. . .............. to ............. .

Refer to the :::::~D:~I9:~~:~:::$:~iri~~:rY:::::::::

.............. to ............. .

.............. to ............. . .............. to ............. . . ............. to ............. .

of the dri 11 er I 5

:::::~~Ity::::1:Qg:$::~::::::::::::::::::::: .............. to ............. . .............. to ............. . .............. to ............. . . ............. to ............. . .............. to ............. . . ............. to ............. . .............. to ............. . ._ ............ to ............. .

N. REMARKS: ............................................................................................................................................................................................ .

FOR DRILLER'S USE

Job Name ............................. .

Job No .................................... .

INSTRUCTIONS: Send three(3) copies to: Manager-Chief Engineer, Division of Water and land Development, P. O. Box 373, Honolulu, Hawaii 96809.

REFERENCES: Chapter 178, entitled "Artesian Wells, Generally," HRS, as amended by Act 123 SlH 1970. Honolulu Board of Water Supply, "Rules and Regulations Providing for the Protection, Development and Conservation of Water Resources." Sec't 8-105(j). "Powers, Duties and Functions of the Board," Charter of the City and County of Honolulu, 1959.

FOR OFFICIAL USE . 20 59 13

Latitude ................................. .

. 156 38 09 Longitude ............................. .

Well No. . ....... ~9..3.8~.O2. ...... .

.<

09:46 COOPERS & LYBRAND MAUl

.AA / ~ORj\'\i\;\l SAl 10 ENGINEERING CONSULrt\N1S, INC "'11 / CIvil· structural· surveYing

April 24, 1989 REFER. NO. 1216-3

Mr. Warren A. Suzuki KAPALUA LANO COMPANY t LTD. 500 Office Road Kapalua. HI 96761

Dear Mr. Suzuki:

Subject: Tr1E PLAN,',\TION AT KAPALUA

As requested, we established elevations on the we11 casing and ground.

TOp of well casing ~ +768.66 ft. msl

Ground by we 11 ~ .767.8 ft. msl

Our benchmark u9H" elevation is +768.15 ft. msl.

Please call if you need further information.

Very tY"uly yours,

NORMAN SAITO ENGINEERING CONSULTANTS, INC.

GY /k,..; )t(. 4------L---Herbert ~~. Kogasaka, P. Eo Chief Engineer

1sr

002

WAIl.I.JKU TOWNI-'i;U.,r • SUiTE:. 20'~ • ;>I~I!! MA'~ STRC:",. • WAILUKU .......... u,. HAWI\II 9'5"'\1:.1 • "'ELLP' ".'N~ ;>4:> 740(;

JOHN WAIHEE

GOVERNOR OF HAWAII

STATE OF HAWAII


P. O. BOX 62!

HONOLULU. HAWAII 96B09

WELL DRILLING PERMIT for

Kapalua Well State Well No. 5938-02

Honokahua, Maui

TO: Maui Land &; Pineapple Co., Inc. P.O. Box 187 Kahului, Maui, Hawaii 96732

WILLIAM W. PATY. CHAIRPERSON

BOARD OF LAND AND NATURAL RESOURCES

LIBERT K. LANDGRAF

DEPUTY


AQUATIC RESOURCES CONSERVATION AND

ENVIRONMENTAL AFFAIRS CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

In accordance with Chapter 166 of Title 13, "Rules for the Control of Ground Water Use in the State of Hawaii", your application to drill State Well No. 5938-02 for municipal use at Tax Map Key: 4-2-01: 1 is approved subject to the following conditions:

1. The Division of Water and Land Development (DOWALD), Geology-Hydrology Section, shall be notified at 548-7619, before any work covered by this permit commences.

2. The following shall be submitted to DOWALD, P.O. Box 373, Honolulu, Hawaii 96809, within 60 days after completion of the well:

a. Driller's Well Completion Report (enclosed).

b. Final elevation (referenced to mean sea level) by a surveyor licensed by the State.

c. Water level elevation, salinity, and pumping test data.

d. As-built drawing of the well.

e. Map showing the exact location of the well.

f. The installed or to-be-installed pump capacity.

3. Reports of pumpage shall be submitted monthly after the well is put into production.


WELL DRILLING PERMIT State Well No. 5938-02 Page 2

5. This permit may be revoked if work is not started within six months of date of issuance or if work is suspended or abandoned for six months.

APR 19 1988 Date of Issuance Ene. (Driller's Report form) cc: USGS

Department of Health, Drinking Water Program

WILLIAM W. PATY, C Board of Land and N

Ground Water Protection Program Maui Dept. of Water Supply

rISIO" 'IF WATER AND LAND DEVELOP"~T

~ DATE:)/ 11· FILE IN: "5- / :3

Rev. 7/87

- ()2 FROM:

TO: INITIAL:

M. TAGOMORI

-£,-----------{2-.-Mat.sumoto _/ L. Chang --I ~ G. Akita

~ {/ D. ~'- S.

S. P.

N. P.

N. l,t.

L

Lum Miyamoto Samuels Haraguchi

Imada Matsuo

Kaneshiro Suzuki

/' .'

) --~--~------------------

See Me Take Action By Route to Your BJr-ran--c .... h,....-Review , Comment

- Draft Reply By - Acknowledge Re-c-e"'ip-t"--- Xerox copies

Return File

- Mail

For Information

S. Kokubun D. Hamada L. Nanbu F. Ching

REMARKS:

/

/ / .

/

BELT COLLINS & ASSOCIATES 606 Coral Street, Honolulu, Hawaii 96813 • Phone (808) 521-5361 • Telex BELTH 7430474 • Fax (808) 538--7819

Engineering • Planning Landscape Architecture

Hawaii • Singapore • Australia· Hong Kong • Saipan

Mr. Manabu Tagomori Water & Land Development Division Department of Land & Natural Resources State of Hawaii I 151 Punchbowl Street Honolulu, Hawaii 96813

Dear Manabu:

Well Drilling Lands of Maui Land & Pineapple Company

March 2 I, I 988 88-533

)

Enclosed for your approval is an executed well drilling permit form for a well we wish to have drilled within the Kapalua area in West Maui. The information includes a map and necessary data as outlined in your application form.

Please advise us as to when the permit will be available for pick up.

Aloha,

~JM--aoe Vierra

JV:gk

cc: Bill Wilmore

Enclosure

(

\.

February 1983

"""'" FOR DLNR USE ONLY

STATE OF HAWAII Re'ri ewed by Date

DEPARTMENT OF LAND AND NATURAL RESOURCES P. O. BOX 621 Accepted by

Date HONOLULU J HAWAII 96809

DEPARTMENT MASTER APPLICATION FORM

(Print or Type)

1. LANDOWNER/WATER SOURCE OWNER (If State land, to be filled in by Government Agency in control of property)

II.

Docket/File Noo _____ -.:_ l80-Day Exp. ElS Required PH Required Board Approved ______ _ Disapproved Well No. 51 '3;G ~'02

APPLICANT (Wa;t-er Use, omit is 1 andowner/'

I !

\ \

Name ) ••

(

Name ~1aui Land & Pineapple Co., IncAddress

III.

( )

( )

( )

( )

( X)

Address P. O. Box 187

Kahului, Maui, HI 96732

Telephone No. (808)531-4550

SIGNATURd ~ &:'"-~-.-Date ~ 1/8 \ e e

TYPE OF PERMIT(S) APPLYING FOR

A. State Lands

Telephone No. / 7

/ ,I

,/

j I

i

~.. /.-"

Interest in Prope~ty--_--_--_--_--_-_--____ _

(Indicate interest in property; submit written evidence of this interest)

*SIGNATURE ___________ _

Date

*If for a Corporation, Partnership, Agency or Organization, must be signed by an authorized officer.

B. Conservation District Use IV. WELL OR LAND PARCEL LOCATION REQUESTED

C. Withdraw Water From A Ground Water Control Area

D. Supply Water From A Ground Water Control Area

E. Well Drilling/Modification

- 1 -

District Honokahua

Island t1aui

County r1aui

Tax Map Key 4-2-01: 1

Area of Parcel 5496.490 Acres (Indicate in acres or sq. ft.)

Term (if lease) _________ _

v . ENVIRONMENTAL REQUIREMENTS

A. Identification of Application.

Application is for a permit to drill a well within the Kapalua area in West

Maui.

B. Description of Proposed Use and Statement of Objectives.

The well will be dug by Maui Land & Pineapple Company by contract to a

well drilling firm. The system, once developed and tested, will be outfitted

with an approximately 700 GPM pump and utilized as an additional source

of water for the Kapalua development on West Maui. The new water

source is intended to supply water requirements for a number of projects at

Kapalua including: a third golf course; emergency backup for the existing,

PUC-regulated Kapalua potable system; and future resort development.

The existing Kapalua development is currently serviced by the Honolua

ditch system which supplies water to Kapalua Resort. The resort itself

consists of two golf courses which are fed untreated water and the Kapalua

Resort which is fed from the same Honolua ditch system. The Resort's

water is treated and chlorinated prior to potable usage. The current

master plan at Kapalua calls for an average flow rate of 4'k MGD to

service golf courses and all potable uses. The design capacity of the

existing system at Kapalua is also approximately 4'k MG, and while the

actual resort usage today is in the neighborhood of 2Yz to 3 MG, all of the

existing resource has been committed to future resort demands at Kapalua.

Accordingly, the proposed well drilling will add a resource to the Kapalua

system that would allow for the current expansion of the resort to include

the third golf course and, as estimated previously, provide emergency

backup for the existing system.

Construction of the well is expected to commence in the second quarter of

1988 -- April-June and is expected to be completed in nine months. After

the well has been developed and tested, we would expect a pumping system

capable of delivering I MGD to be installed. Because of site isolation from

existing Maui Electric resources, it is expected that the system would be

run by diesel power. We would expect the well to be operational in 1989.

C. Description of Affected Environment.

Work already completed in the area, as a result of the existing Kapalua

development, is as follows:

(I) Tunnel intake structure and 12" x 16" pipeline from the Honolua ditch

resource to treatment and storage;

(2) 1.0 MG reservoir and related filtration and chlorination systems for

the Kapalua Resort potable water system.

These elements are located within pineapple fields owned by Maui Land &

Pineapple Company. The pipelines are within existing pine haul roads with

the reservoir located immediately adjacent to an existing pine haul road.

The proposed well construction, including necessary pipelines, is located

entirely along roads within Maui Land's pineapple fields.

The enclosed drawing shows the Honolua ditch resource, the existing I MG

reservoir and pipeline, as well as the proposed well location. The proposed

well is located in an area that has been used for pineapple cultivation over

the years. As such, there are no known archaeological or historical sites in

the area.

D. Technical, Economic, Social and Environmental Characteristics of the

Proposed Use.

The new potable water source is required for use of a third golf course at

Kapalua, as well as to provide a potable backup for the existing resort

development. The Kapalua area has been designated for development on

State and County plans. A couple of other projects associated with the

resort have already been completed and have received necessary govern

mental approvals. These include complete infrastructure within the resort

and sewage treatment plant facilities. The growth of the Kapalua area is

dependent on the development of a water resource.

(

(

" "',.,.." APPLICATION FOR (check one)

X WELL DRILLING PERMIT WELL MODIFICATION PERMIT

Instructions: Send completed application and attachments to the Department of Land and Natural Resources, P.O. Box 621, Honolulu, Hawaii 96809.

Reference: Chapter 166, Department of Land and Natural Resources.

Is the well located in a Designated Ground Water Control Area? Yes X No

If "yes", application must be accompanied by a Water Use and/or Water Supply Permit and a non-refundable filing fee of $100 payable to the Department of Land and Natural Resources. However, if application is for minor modification of well, filing fee may be waived. If "no", no filing fee is required. Filing fee is v/aived for federal, state, and county government agencies.

1. WELL NAr1E AND/OR LOCATION: Kapalua Well No.1 Attach a plot

2.

3.

plan showing v/ell location referenced to established property boundaries.

PROPOSED DRILLING COMPANY: Project will be competitively bid

PROPOSED HaRK: X Drill new well Deepen Redrill Alter Abandon Install new pump-_ Replace pump _ Modify pump

Fill in the diagram and briefly describe the proposed work (use back of form if necessary).

PROPOSED SECTION OF WELL' Elevation at top of casing --.......

852 ft.. msL "

Seal

850 __ G_r_o_un_d_E_le_v_. ____ ft.. msl·

-.. : Cement ::-., Grout 200 ft.------t+-

Hole

;;'h ::0::: I R~k ~ I Packing 690ft. -------..,;;.-. I

I

*Approximate elev. at filing. Final elev. (msll by a surveyor licensed by the State must be submitted at start of construction.

-6 -

Solid caSing: Matenal ~teel (ASTM A53) Length 850 DiameteT 12 (ID1 Wall thickness 0.125

ft In

in

V Casing: DPerforated £1:JSCTl")";

Material Steel (ASTM A53 I Length 40 ft

Diameter 12 61 D1 in I Wall Uuckness .3 25 ir. t Openings 85 sq.in./L.F

Open Hole: Length ____ -:;l-=O ___ h Dlameter ___ --=lo.,:l=--__ lr

C" ."

. ,"

,,::;. (

"

4. PROPOSED USE: ~Municipal ___ Military ___ Agricultural Industrial

_Domestic _Disposal _Other (specify) __________ _

5. PROPOSED AMOUNT OF WITHDRAWAL: Check most appropriate box and fill in amount.

200 r·1i 11 ion / !Daily __ Gallons. L::]Monthly __ Gallons. CIfYearly Gallons.

6. PROPOSED PUMP OR FLOW CAPACITY 700 Gallons per minute -----

- 7 -

-• ~ rCLIFFORD S. JAMILE, P. E. U ;,68 AUMAKUA STREET PEARL CITY HAWAII 96782

-• --.. Engineering Report

of - Kapalua Water Company's Potable

Water System Utilizing Groundwater Sources

.. -

Prepared for

Kapalua Water Company

Kapalua, Maui, Hawaii

- State Well Numbers 5938-02 and 5938-03

- Prepared by: .. Clifford S. Jamile, P.E. -- March 1993

-• .. ---- PHONE: ( 808) 455-5583 FAX: (808) 456- 9259 -

•

I,' -_ i : .' ,~

i ~ ::.: .:. j JOHN WAIHEE

GOVERNOR OF HAWAII JOHN C. LEWIN. M.D.

DIRECTOR OF HEALTH

:" i .,:: i,l '\. '1:.1",1.\ I. '.

,', 7 J I STATE OF HAWAII

DEPARTMENT OF HEALTH

P. O. BOX 3378

S i ;;')' ~ "" , "'~, : i<,(; i:::) HONOLULU. HAWAII 96801 In reply. please refer to:

_I L·jf ;:,-~"//,,J EMD / SDWB

Mr. Keith W. Ahue Chairperson, Board of Land

and Natural Resources

April 2, 1993

Department of Land & Natural Resources P. O. Box 621 Honolulu, Hawaii 96809

Dear Mr. Ahue:

SUBJECT: PRELIMINARY ENGINEERING REPORT FOR KAPALUA WATER C9MPANY POTABLE WATER WELLS WELL NOS. 5938-02 AND 5938-03

: I- I.··

; .. ~; ') ~!i;;;"

::~~.~~';~ . :~;:; ~'~";':~': ... ~···t

{.,:,:l' (. .,.,' ~:.:tiW< :0 _0

, ..... " ~,

Transmitted herewith for your review and comments is a copy of the preliminary engineering report for the Kapalua Wells Nos. 5938-02 and 5938-03. This report has been prepared pursuant to Hawaii Administrative Rules, Title II, Chapter 20, Potable Water Systems, Section 29.

Your review and comments are solicited as your concerns, knowledge, and expertise in this area may assist us in determining potential impacts which may result by the proposed project.

Your early attention and reply to this matter will be greatly appreciated. Please respond by May 14, 1993.

Please return the preliminary engineering report with your comments.

~fl~' . THOMAS E. ARIZUMI, P.E.~ Environmental Managemen~~~~ion LW: la

Enclosure

JOHN WIIIHr[

(,(IVI fHJOIl ()f HII'.\IAII

•



P. O. BOX 621

HUNOLULU. HAWAII 96809

JUN 29 1993

Mr. Thomas E. Arizumi, P .E., Chief Environmental Management Division Department of Health P.O. Box 3378 Honolulu, HI 9680.1

Dear Mr. Arizumi:

Preliminary Engineering Report for Kapalua Water Company Potable Water Wells

(Well Nos. 5938-02, 03)

We have reviewed the preliminary engineering report and have no objections to the proposed project. The applicant has been working with the Commission on Water Resource Management to obtain the necessary well construction and pump installation permits.

ES:ko

Sincerely,

RAE M. LOUI 6eputy Director

~\

KEITH W. AHUE

(;HAIRPf F~SON

JOHN C. LEWIN. M.D.

RO[JERT S. NAKAT A

RICHARD H. cox. P.E.

GUY K. FUJIMLJRA

J. DOUGLAS ING. ESQ.

RAE M. LOUI. P.E.

DEPUTY

--- TABLE OF CONTENTS --TITLES PAGE -

I. Engineering Report 1 - 13 .. - II. Maximum Day Demand Fig. 1 -- III. Capacity Fig. 2 -

IV. Well Sitings Fig. 3 .....

V. Pump Setting (No.1) Fig. 4 -- VI. Pump Setting (No.2) Fig. 5

.-

- VII. Attachment A 1 - 11 .. VIII. Attachment B 1 - 6

-IX. Attachment C 1 - 2

-X. Attachment D 1 - 2

.. XI. Contract Drawings, Well No. 1 ) C-1 - C-6 - ) M-1 - M-5

.- ) E-1 - E-7

- XII. Professional Engineer Certification

• -• -• --

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--.. -.. -.. --

INTRODUCTION

This engineering report is being prepared in compliance with Section 11-20-29 of Chapter 20,

Title 11, ·Potable Water Systems·. The proposed potable water supply shall be from

groundwater sources provided by two new wells.

BACKGROUND

The Kapalua Water Company began in 1976, with the potable and irrigation water supply

being served from surface water diverted at the Honokohau Tunnel to two Permutit valveless

filters, chlorinated, and then to a 1.0 MG reinforced concrete storage reservoir which has a

spillway elevation of 440 feet.

As a Community Public Water system, the Kapalua Water Company is regulated by rules and

standards set by federal and state agencies. For the federal government, the Environmental

Protection Agency (EPA) sets the standards for water quality, monitoring requirements and

procedures for enforcement. States have been given the primary enforcement responsibility

(Primacy) over public water systems. In Hawaii this agency is the State Department of

Health. In 1974, the Safe Drinking Water Act (SDWA) was enacted by Congress to assure

that public water supply systems meet minimum national standards for the protection of

public health. In 1986, the SDWA was significantly modified, including a statutory provision

requiring surface water supply filtration under the Surface Water Treatment Rule (SWTR).

This rule included performance criteria for systems with filtration plants. The key filtration

plant performance requirements for Kapalua Water Company in the proposed rule were:

1. Filtered water turbidity must be less than or equal to 0.5 NTU at least 95

percent of the time.

2. Acceptable filtration methods were defined and it specified that rapid sand

filtration plants (like the existing Permutit filters) must use coagulation

chemicals.

KAPALUA WATER COMPANY ENGINEERING REPORT -1-

-----------.. -.. ... .. ----------.. --

3.

4.

5.

6.

If alternate filtration methods are considered, then the rule provides guidance

on what methods are acceptable.

Turbidity must be monitored continuously, i.e., the installation of a continuous

reading turbidimeter with a recording device will be necessary.

Disinfectant (chlorine) residuals must be monitored continuously.

Disinfection (chlorination) needs to meet concentration/time (CT) requirements

at State's discretion.

The schedule for compliance with the SWTR would have been June 29, 1993, when all

system modifications and improvements should have been completed had surface water

treatment continued.

A ·Water Source Alternatives Evaluation Report· was prepared for the Kapalua Water

Company by CH2M-Hill in September 1989 to address the alternatives and course of action

to take for compliance with the SDWA. Their recommendation was to provide for a dual

water system. The potable water supply would be from new groundwater sources and would

require two wells initially and a total of three wells ultimately to meet prOjected demands. The

existing 1.0 MG reinforced concrete storage reservoir and all existing downstream piping

would remain as part of the potable water system. The surface water supply from

Honokohau Ditch will serve as the irrigation source of supply for the resort. The firefighting

requirements of the resort will be split between the ground water and surface water sources.

The older portion of the resort con~tructed prior to 1990, i.e., The Kapalua Bay Hotel, The

Bay Villas, The Ridge Villas, the Golf Villas, The Ironwoods, The Pineapple Hill Subdivision_

and The Kapalua Place Subdivision's fireflow requirements will be supplied from the ground

water source, through the existing 1 M.G. reservoir. The newer portion of the resort, post

1990, i.e. The Plantation Club Estates Phases I, II and III, along with the Ritz Charlton at

Kapalua will be supplied from the surface water source through open reservoirs with a

capacity of 14 million gallons. In addition new pipelines are scheduled to be installed to

retrofit the irrigation systems within the older portion of the resort to supply them with surface

water once the change has been made to ground water for potable use.


-----------------------• -• ----

GENERAL INFORMATION

The wells are new, with Well No.1 (State 5938-02) completed in October 1989 and Well No.

2 (State 5938-03) completed in November 1991. The wells are situated on the slopes above

Kapalua, District of Lahaina, Island of Maui, on property owned and maintained by Maui Land

and Pineapple Company. The wells are located on separate lots, each about 0.5 AC in size,

and properly graded. The wells are at finished elevations of 768' (#1) and 771' (#2) above

mean sea level. Well sectional views of both wells are provided in this report. Well No. 1 is

outfitted with a submersible pump and motor, capable of pumping 800 gallons per minute.

Well No.2, will also be equipped with the same sized unit, with installation scheduled in May

1993. The estimated sustainable yield per well is 1000 gallons per minute. This groundwater

supply project will provide potable water for an existing residential/recreational/resort

subdivision. Initially the two wells provided will meet the potable water demands with one

pump in operation and the second pump in standby service. A third well is planned for the

future to continue to provide for one well in standby status to maintain system reliability and

flexibility of operation. See Figures 1 and 2 showing maximum day demands and well

capacities.

Reservoir storage capacity from the existing 1.0 MG storage reservoir is sufficient to meet the

potable water supply requirements. When the second phase of the Plantation Estates

development takes place, additional storage capacities totalling 0.11 MG will be required

because the second phase development will be above the service limit of the existing

reservoir.

CHARACTERISTICS OF AREA

GEOGRAPHY

The Lahaina District lies to the west of the topographic divide of West Maui and includes nine

major streams from Ukumehame on the south to Honokohau on the north. Its total area is

96 square miles, of which about 35 square miles is underlain by high level groundwater.


----------------• -----

------.-•

-

The total relief of West Maui is 5,788 feet, the highest elevation (Puu Kukui) lying a maximum

distance of 9.5 miles inland of the coast at the mouth of Honokohau stream. West Maui is

the remnant of a single volcanic dome, elliptic in plan view and somewhat asymmetric in

shape, that was formed from the accumulation of lava flows effusing from a caldera in the

near vicinity of the present lao Valley and rift zones striking north and south of this caldera.

Deeply incised into the dome are two classes of valleys, one whose long direction lies

parallel to the dikes of the right zones and the other whose long direction cuts approximately

normal to the predominant strike of the dikes. Unear valleys, the first class, have narrow

gorges from stream origin to mouth, while box valleys, the second class, characteristically

have deep amphitheater canyons at their origin and a narrower section downstream.

The interfluves (ridges between valleys) express the surface of the original volcanic pile, and

in some places where the ground surface is stable and the slope very gentle, points on the

interfluves may be remnants of the original flow slopes. From Honolua southward the

interfluves plunge gradually to the sea, expanding at their distal margins into broad facets

covered with deep residuum and o~sionally with a thin blanket of sediments, while in the

sector between Honolua and Kahakuloa they are steep and less stable .

The land forms of West Maui resemble those of the remnant volcanic shields throughout the

State, but unique to the northern and western sectors of the region are ·bulbous domes· of

trachyte, which are nearly circular hills 1000 to 2000 feet in diameter that were emplaced fairly

late in the volcanic history of the island. Another unique topographic feature of West Maui_

is high level swamps and bogs. These high level, high rainfall swamps, particularly in the

Kahakuloa and Makamakaole watershed areas, are among the most extensive in the

Hawaiian Islands.


----------------..

-------,---

GEOLOGY

Stwns and Macdonald (1942) mapped and described the geology of Maui, and their work

and interpretations account for most of the generalizations on geology made in this report.

West Maui is a single separate volcano which emerged above sea level between 1.0 and 1.5

million years ago. Central activity took place of the head of lao Valley, leaving a caldera 1.5

to 2 miles in diameter. Pronounced rift zones strike northward and southward from the

caldera, the eroded remnant of which is a complicated mixture of lava flows, dikes, breccia,

and pyroclastics.

The rift zones are represented chiefly by dikes and pyroclastics whose frequency of

occurrence diminishes with distance from the caldera. The portion of the rift zone in which

dikes account for about 5 percent or more of the total rock mass is called the dike complex;

elsewhere the rift zone is often called the marginal dike zone.

West Maui grew as a typical shield volcano by the accumulation of thousands of thin layers

of basalt. The original dome was composed of basalt and olivine basalt of the Wailuku

volcanic series, the most widespread rock formation in West Maui. Fo"owing the initial

extrusive phase of the volcano a short period of dormancy set in during which some erosion

took place and thin soils, up to several feet thick, formed. Eruptions then occurred again and

the Honolua volcanic series, consisting of andesites and trachytes, extruded from fissures

and local vents and formed a veneer 50 to 500 feet thick over much of West Maui, especia"y

the northern and northeastern sectors.

In their molten state andesites and trachytes are much more viscous than basalts, and thus

the Honolua rocks are denser and more massive, and occur in thicker layers than the

Wailuku rocks.


--.. -.. ---.. -------.. -.. -.. -.. -----------.. --

A normal basalt section includes a"a, clinker, and pahoehoe layers, the average thickness

of each layer being about 10 feet, while an andesite-trachyte section is often restricted to a

single massive a"a layer whose thickness may reach 100 feet. Although the Honolua series

accounts for only a few percent of the total rock mass of West Maui, where it forms the

surface of the dome it strongly influences both surface water and groundwater hydrology .

Long after the Honolua series fissures and vents ceased erupting and erosion had deeply

incised the West Maui dome, limited volcanic activity reoccurred in the vicinity of Lahaina.

A relatively minor volume of lava, called the Lahaina volcanic series, was erupted. The rocks

of this series are of such restricted extent that they play no significant role in the region's

hydrology.

From the moment the West Maui volcano emerged above the ocean surface it was subject

to erosion, but the rate of rock extrusion far outpaced erosion until nearly final dormancy set

in at the close of Honolua time. Deep valleys were carved in the dome and the bulk of the

eroded rock was deposited in the lower reaches of the valleys to form a wedge of compacted

rubble called ·old alluvium·. Most of the ·old alluvium· now lies below the present sea.

Sea level rose and fell in response to the condition of the great glaciers during the

Pleistocene era so that the focal plane of coastal erosion and sedimentation migrated

between at least 95 feet above and 300 feet below present sea level. In more recent time

unconsolidated alluvium has accumulated in valley bottoms, and marine erosion and

calcareous sedimentation have shaped the shoreline.

A major rift zone from the caldera strikes generally north, but dikes diverge arcuately from

it to the northwest and northeast. The coincidence of stream direction and dike strike in the

northern sector results in high level groundwater hydrology which markedly differs from that

of the stream valleys in the southern sector.


.. ----,. -------------------•

-

SOILS

The soils of the Kahakuloa watershed and the Lahaina District are chiefly well-drained latasols

which were formed in place on basalt, andesite, and trachyte flows. The latasols include low

humic and humic ferruginous varieties in the lower and moderate rainfall regions, and the

hydrol humic variety in the high rainfall zone. In the steep headwater drainages and on

higher ridges lithosols are common. Alluvial soils cover valley bottoms near the coast.

On interfluves where slopes are less than 35 percent and in stream valleys the normal depth

of soil is about 30 inches, while on valley walls and narrow interfluves soils are thin and

rocky. Those soils derived from basalts of the Wailuku volcanic series are ordinarily dark to

red brown, while those associated with andesite and trachyte of the Honolua series are light

brown to light red brown. Trachyte in particular gives rise to light colored soils.

CLIMATE

As it is in the entire Hawaiian Archipelago, the climate of West Maui is mild and pleasant

throughout the year although two distinct seasons, winter from October through April and

summer from May through September, occur.

The average daily temperature between the two seasons differs by only about S-F. During

the winter large scale storms occur, while during summer benign trade winds are prevalent.

Between May and September trade winds occur more than 90 percent of the time, with their -

incidence falling below 80 percent in winter.

Along the sea coast during the hottest month of the year (August or September) the average

temperature is 7S-F. The temperature lapse rate is about 3-F to 4-F per 1000 feet increase

in elevation so that Puu Kukui in the coldest month of the year has an average temperature

ranging between SS-F and SO-F. Humidity on the windward coast averages 70-80 percent

and on the leeward coast SO-70 p~rcent, while in the wet mountains it likely exceeds 80

percent.


,------• ------• -.. -• -.. -• ,.

• ,. • -.. -• -.. -•

-

Between the leeward coast at Lahaina and Puu Kukui, a distance of 6.3 miles, the annual

average rainfall varies from a meager 10 inches to a bountiful 400 inches along a logarithmic

gradient of rainfall as a function of distance. At lower elevations more than 75 percent of

total rainfall and practically all effective rainfall falls in winter months during storm. Normally

5 to 10 storms cross the island each year, one or a few of which may provide nearly the

entire annual rainfall at far leeward coasts. These storms are normally caused either by cold

fronts or low pressure tropical cyclones (Kona storms) that yields a blanket of rain over large

areas.

Annual average rainfalls in excess of about 20 inches include a component created through

orography of trade wind flow. The moist air mass, lying between sea level and the inversion

layer at approximately 6000 feet, flows over the island from the ocean and cools as it rises

above the high land mass, causing water vapor in clouds to condense and fall out as rain.

This meteorological phenomenon produces the very high average rainfall in the mountains

of West Maui where even during summer months, which are essentially moistureless at low

leeward elevations, rainfalls in excess of 10 inches per month are common .

In Honokahua the average rainfall ranges from 30 inches at the coast to 400 inches at the

headwaters, while in most of the Lahaina District rainfall ranges from 15 to 300 inches.

HYDROGEOLOGY

The subsurface geologic profile of the study area include up to 100 feet of soil and soft,_

weathered basalt, underlain by harder basalt of the Wailuku Volcanic Series. The basalt is

highly permeable in some zones, and much of the precipitation falling on the island infiltrates

readily. Rainfall is the source of all groundwater recharge on the island.


---.. -.. -.. -.. -.. ----.. .. -.. -.. -.. -.. -.. -.. -

EARTHQUAKE CONSIDERATIONS AND DESIGN PARAMETER

According to the Uniform Building Code, the Hawaiian Islands have been divided into four

seismic zones. Zone 0 is the least affected by earthquakes, while Zone 3 is the most

affected. The island of Maui constitutes Zone 2 and all structur~s associated with this project

have been designed and constructed in accordance with these requirements.

FLOOD PROBLEMS

Because of the site locations and conditions, no tsunami or flood problems are expected to

be encountered. The sites' near 770-feet elevation precludes inundation by tsunamis, and

flooding by storm runoff has been mitigated by grading the areas surrounding the deepwell

pump pads to promote positive drainage away from the pump pads in accordance with good

engineering practice.

LAND USE AND ZONING REGULATIONS

The development has remained in general conformance with local land use and zoning

regulations from initial development to present. The project area, TMK: 4-2-01: 1, is also

within the land use and zoning requirements .

WATER RIGHTS

The City Mill decision, 30 Hawaii 912 (1929) set the precedent for groundwater rights in

Hawaii. The Hawaii Supreme Cou.rt chose the correlative rights doctrine, which states in

principle that all owners of land under which a ground water basin lies have rights to the

water of that basin. Such property owners are entitled to a reasonable use of the water of

the basin for any reasonable purpose, so long as the rights of others are not ignored and in

times when water may be insufficient for all, each property owner will be limited to a

reasonable share of the water .


----• -• -----------• -------• ------

EXTENT OF WATER WORKS SYSTEM

The area served by the dua~ water system is made up of domestic (single family,

apartments), commercial, business, and golf course irrigation usage. The potable water

usage and irrigation water demand are 45 and 55 percent, respectively, of the total

requirements1• The table listed below summarizes the projected water use for each

component of the dual system over the study period.

PROJECTED WATER DEMAND TABLE

Pot Water Irr. Water Pot. Water Irr. Water Total Avg. Day Avg. Day Max. Day Max. Day Man Day Demand Demand Demand Demand Demand

Year (1000 gOO) (1000 gOO) (1000 gOO) (1000 gOO) (1000 gOO)

1995 590 725 890 1,085 1,975 2000 720 875 1,080 1,315 2,395 2005 790 970 1,200 1,440 2,640 2010 879 1,065 1,305 1,600 2,905 2015 985 1,205 1,485 1,800 3,285 2020 1,075 1,210 1,600 1,980 3,580

Figure 1 illustrates the projected maximum day demand for potable water and irrigation water

throughout the study period.

The dual water system will require modification of the distribution piping to allow serving

existing irrigation service meters from the surface water supply. The golf course is presently

served by the existing 16-inch irrigation transmission main. Service will be extended from

this main to pick up the irrigation requirements adjacent to the Pineapple Hill Conferences

Center and Hotel, Kapalua Bay Hotel, Golf Villas, Bay Villas, and the Ironwoods.

l·Water System Analysis for the Plantation Club at Kapalua, MauL· Austin, Tsutsumi & Associates, Inc., September 1, 1988.


-----• -• --------------• -• --------

Initially two wells are provided to meet the demand, with one well in operation and the

second well for standby service. A third well is planned for the future, possibly in the year

2003 to continue to provide for one well in standby status to maintain system reliability and

flexibility of operation even as potable water system demands continue to rise.

FIRE PROTECTION AND PRESSURE REQUIREMENTS

Sufficient reservoir storage capacity is available to meet fire protection requirements and no

additional protection is presently required.

ALTERNATE SOLUTIONS

Alternate solutions were reviewed in detail by CH2M-Hill in their "Water Source Alternatives

Evaluation Report" dated September 1989, before recommending the dual system alternative

as the most feasible.

ENVIRONMENTAL AND ECONOMIC IMPACT

Most of the facilities are existing, therefore further environmental impact will be kept to a

minimum. The usual construction problems with noise and dust problems are expected to

be encountered and mitigated wherever possible ..

POTENTIAL SOURCES OF CONTAMINATION

The water quality criterion of most concern in these well sources is the occurrence of

pesticides in the groundwater since the well fields are located near cultivated pineapple fields.

Based upon the water sample analysis of Well No.2, the regulated volatiles tested have all

shown to be non-detectable, and is expected to remain that way when placed in production.

The water analysis of Well No. 1 did not contain any analysis of the regulated volatiles.

However, when the unit is ready for operation a sample will be sent to the laboratory for

analysis of the regulated volatiles. It is expected that the results will be similar to

Well No.2.


.---------------------• ----• -• -----

In order to mitigate the possibility of ground water contamination problems from surface

water runoff migrating down borehole walls, the annular spaces are grouted; Well No. 1 is

grouted to 200 feet below surface, and Well No. 2 is grouted to 765 feet below surface.

SUBMERSIBLE PUMPS AND MOTORS

The submersible pumping units are of the multistage deepwell type with a rated capacity of

800 gallons per minute delivering water to a proposed 16,000 gallon glass-lined steel control

tank, which lets down water into the existing 1.0 MG reinforced concrete reservoir.

Submersible, squirrel cage induction motors are each rated at 250 horsepower. The motors

are powered by 3-phase 60 Hz 480 volt service from MECO and have adequate horsepower

to drive the pumps continuously without overloading.

Each pump has a discharge valve unit which is designed to (1) release air in the pump

discharge column on starting up, (2) break the vacuum in the pump discharge column as

the water drops back when shutting down, and (3) eliminate objectionable pipeline water

pressure surges by controlling the opening and closing speeds of the butterfly valve

whenever the unitis started and stopped. The pump units are designed to start up on fixed

descending levels of the control tank and shut down on fixed ascending levels.

The pump control valve shall be open with pumping unit stopped. After the pump is started,

the solenoid valve (a part of the pump control valve) shall be energized by the sequence

timer which will slowly close the control valve. The air and initial inrush of water from the

pump column shall be expelled through the pump control valve. As the pump control valve

moves from its open position, its tripping switch shall energize a second solenoid valve (a

part of the butterfly operator), allowing the butterfly to slowly open. time delay relays shall

be provided to shut down the pumping unit should either the pump control valve or the

butterfly valve fail to complete their sequences within three (3) minutes.

When the pump is to be shut off, the butterfly solenoid valve is deenergized causing the

butterfly valve to slowly start closing. As the butterfly nears the closed position, its tripping

switch shall shut down the pumping unit. The pump control valve then goes into its open

position. Should the water, on falling back into the well, create a vacuum in the pump


----.. -------• -• ---.. ---.. -.. -.. -

discharge column, the vacuum release check valve opens and breaks the vacuum. Time

delay relays shall be provided to shut down the pumping unit should the shutting down

sequence take longer than three (3) minutes.

MOTOR CONTROL CENTERS

Each motor control center houses the electrical starting and control eqUipment for the

respective submersible pumping unit. A mobile emergency generator set shall be furnished

and installed to provide for emergency power supply during commercial power outages,

thereby increasing the system reliability.

EXISTING CHLORINATION SYSTEM

The chlorination system is an existing one and includes a tank-mounted chlorinator, one

portable beam scale, appurtenant piping and accessories. The dosage must be manually

adjusted when chlorine demand or flow rates change. The chlorination system is set to

operate in conjunction with the opening and closing of the reservoir inlet altitude valve.

FINANCING

All costs for this project have been borne by the Kapalua Water Company and all operations

and maintenance work will continue to be performed by the water company.


---.. -.. -.. .. -.. ------------.. -.. -.. -.. -

,-... -C Cl

54-----~-----+----_;------~----~

E 4 -+------t------+------+-----f-----+_ '-'

c z « TOTAL MAXIMUM

DAY DEMAND ~ 3~---_+---_+--~~~~--r_----~

W C >- IRRIGATION WATER

MAXIMUM DAY DEMAND « 2 --joI"'~-_+----_r_t_-------r------r---_--=-=-....r-C --

~ :::> ::;! X « ~

. . .

------. . . . . . . . . . . . .....

POTABLE WATER MAXIMUM DAY DEMAND

04-----+-----+---~-----~----~

1995 2000 2005 2010 2015 2020

YEAR

FIGURE 1 ENGINEERING REPORT

,-,-,. ,-.. ---.. -.. -- '"' "0

0> - E """ - >-- t-.. () «

- 0. « - ()

,---

-.. -• -----.. -

5

4

-3

2

0

INSTALLED WELLR~ CAPACITY REQUIRED

(2) • 2.30 MGD

-(1) • 115 MGD

\ ,......

~POTABLE WATER MAXIMUM DAY DEMAND

1995 2000 2005 2010 2015 2020

YEAR

LEGEND: (X) EOUALS NUMBER OF WELLS WITH 1.15 MGD CAPACITY EACH.

FIGURE 2 ENGINEERING REPORT

...

--• -• ------------

--,-----

--... ---.. -.. -... -------... -.. -.. -----... -... -

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BOWL ASSEMI3L Y. II H,IJ d / II STGS.

W __ H.p,a~RPM B.J. SUBM. MOTOR TYPEft-

H_ SIZE.3 PH. {'O CYCLE L/!? Q VOLT

_ .. ~ GPM f!1 1:" rDH

CABLE SIZE$~_VOLTAGE PI.)(; LENGTH. ~ftl " NCI-J REMARKS: _____________ _

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

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

DD NDT USE FOR COIISTRUCTION UNLESS CERTIfIED

JOb NO ___ PROP. NO----,. ___ -

CERTIFIED CDKRE~r,,-\' ____ _ DAT£ ___ --

... ( . '

Figure 5 PUMP SETnNG PLAN

NO.2 PUMP

----,-.-.. •

"~ ....... -----------• -• -------

~:TOMNANCE WIlTER RESOURCES ENGINEERING

Mr. Manabu Tagomori Division of Waler and Land Developmenl Department of Land & Natural Resources P. O. Box 373 Honolulu, Hawaii 96809

Dear Manabu:

-.nala Submillal F~lua Well No, 1 (5938'02)

January 5, 1990 90-029 (751-0103)

Enclosed are Ihe driller's report, As·buill dimensions, Ihe well's location and elevation, and pump lesl results for Kapalua Well No. 1 (Slale Well No. 5938-02). Its slatic waler level was found to be 6.8 feel above sea level. The pump lest was conducted for 72 continuous hours at 800 GPM from October 24 to 27, 1989. The drawdown or" 1.6 feel and chloride concenlration of 17 milligrams per liter was slable Ihroughoul Ihe test.

Should you have questions or require addilional Informalion, ploase feel freo 10 contact mo,

Sincerely,

Tom Nanco

"TN:1t

cc: Bill Wilmoro

Enclosures

600 Ala Mo.lna Boulevard. Sui Ie 200 • Honolulll,lI.lwaii 96613 • Phone: (n08) 521·5361 • fax: (80'8)"5311.71119 • II Belt Collins f. Associates Company

KAPALUA WELL NO.1 KAPALUA WATER COMPANY ENGINEERING REPORT -1- ATIACHMENT A

-----.. -.-.. ------------..

. ~. -.. -.. -• -.. -

11."", .Il'" "'.'" .... , ..... V...,V"V'-~

-Divisl'o'N~~F ~ATE~:AND LAND DEVELOPMENT:'. DRILLER'S REPORT ..... .

. DESCRIPTION. : .:, .. : :'. i:.:: .. ~~ .:.;. . , . . .' ';' .. " '. Tor.! l!ancc': "',' ': .. ; ...... :.' .' :

Date or report ...... !~!:.::E!;!~.c;.:. . .)2.~2 ............. Per SOil r,llI1g report ............. : ............................ :: ..... ;:.:, ..... ;:: .... : ............................. : .... .. • ,_ .' '0:' ,.', • '.~ ", •• " • . • I'. :. '0 .... "

I, 1 I Ie' WE 1.1. "tI,;a 1 u ~" He 11 ::0" 1 (59313-02)' .... ISl.J\· . N" 0 ':.: I·lillll· ..... . A. OWNER ... ~.~.r.~ ... !!:~ .... ;.~!)~; ...... 2!;I.I~~.'~Y. .. NAME .. ,.!~.~ .......... \ ........ ; .. , ......................... :: .......... : .'r"·: .... ." : .. ,' ................................ .. 13. GEN EflAL LOCAT I ON ............ ~i! P.i!.1.\!!! .•. JJmn .... : .......... ~·;'.:.:.: ..... : ................ ; .. ,:·., ...... ; ... ;.; .. ! .... ::.:.::~: .. :.: .. :.:, .. ~.:: ........................ ; .... . C. DRILLING COMPANY .. n.1.C;I~.\H~.g~9.n.J.!~:1.J. .. .Pr..D.lj!.1.g.· .. ~~'!r:!P..<,I.ny. .'... .. '. :., ~ : ,'.,::'.' ., . i····· D. TYPE OF RIG §.\!f.Y.r.V~ ... r;~.:j.!; ... ;!.Q.I, ... UIlILLING COMPLETED ... P'!;J~ ... 1~.y.~ ..... DIlILLEn ... V.~.tr.l~)x .. ,;09.r.~ .. .r.(; .......

. . lIIolllh year .

E, ELEVATION. 111:;1: Top or drilling platform ..... J@.:.§.v. ........ rt. Ocnch mark and melhod used to d~lermln(! Height of drillin[! platform above r,round surf ... !:c ... 0 .•. G6 .... fI: elevation: . ; ........ :.::·:?: ..... ~ ... ::.:::: .• ;:1.:.:-:..: ...................... :.: .. :

F. HOLE SIZE: ........ r,fJ... ............. inch dia. to ...... 7..9.;; ..... ft. helo'll drilling plallorm. .' ........ ;U .............. .inch di;!. to ...... ;~7,.L .. fl. belo'll drilling plaUorm • ............................ inch di;!. to ....... : .......... ft. belo'll drilling plalform •. ,

G, CASING INSTALLED: ... 11. .... in. 1.0. x .. ~I..i..R. in. wall solid scdioll to :.:::..l.~S.:·::~rt: below drilling platform. .: ,":

T;;~ .. ~ril~e~·r~~:ti;;;.·~·~: .. ~~:.r.~!~~~.~~~l~tri~~~~I~~~~~.~ .. ~~.~:::::::~::~:::·::.~.~ .. ~~~~~:.~.~~~J.~~~ .. ~.I.~~~~~:: . II. ANNULUS: Grouted ..... 200. ..... It. to .... 20.0 ....... It. below drillinp, platform.

Gr;)vcl padlcd .... 592 ....... It. to .... ..7.92. ..... rt. below drilling platform. J. PEfHvlANEI'IT PUMP INSl"ALLAJION:

Pump type. m<lke. serial. no ............................................................. : ............................................ cap~clty .................... g.p.m. ~otor type. H.P .•. voltage. r.p.m ....................................................................... ~ ................ : .................... ~+ ..................................... .. Depth or pump intake selling ................ ft. below ................................................................ which elevatlon Is ................ ft. Depth of boltom or airline ................ rt. below ................................................................ :: .. which' elevatfon Is ............... .ft.

HYOROLOGY ..' . J. INITIAL WATER LEVEL .. .7..§L.!P..rt. below drilling' platform. D;)tl'! of rnea~Url!ll1ent. .... :.:.11ily ... 2.4.~ ... 19.iJ9 ........... . 1<. INITIAL CIILOHIDE: ...... 1.7.:.. ..... ppm. tol ... 1 dcpth of well .. ]92 ....... fl. belo'll drilling platform .. J1.~.Y. ... ~1., ... 1~9.9. ..... .. . ',,'. , .. f·..... . .,' ;- .,. ... "'.,. , . .,.1 •. " SlImpling Dille' l. PUMPING TESTS: Ile(erenca point (R.P.)·used:!{·.:· .. ·:.;:::.::.;:~'·whlch elevation Is ................ 'fl:

Da ta ... Oc.t •... 2Lt.Q .. 27. .... .19.39........... .' Da ta ............... ; .. ::: .... : ..... : •. ; .. : ........... : ....... ::~. . Start water level ......... .JL...7.G.? ......... rt. below n. P. Start w;)ter level :.::.: .... : .................. : ........... :.ft. below R. r. End water levcl ........... ..7..@ ................. ft, below n. P. End water Invel ........ : ........................... :; ....... ft. below R. P. Deplh or well ................. g.~?, ................. rt. below n. P. Daplh or well ................................................. ft. below R. P.

EI~psctl /lillo:! lJ'ilW. CI. TO!IIIP. F.:I~pscd nale Draw· CI· Temp.

........ ~~::Ct~o.~~~~,.~ .... ... ~~.~m! ... ~~U~:.&.~:~ ... ~~r~~~.. -r ........ ~~~~~c t'~o~~.~~......... (IIPIl1) down (fl., ... ~~.~~! .. :, ...... :~ ... ..

..... Q.,.~ .. to .. J.,9 ....... f!.1.Q ....... J..~?'... .. ............ to .............. • .......................... ..

.... J ... Q .. to .. ) .•. ~.... • .. P.QQ.... ...J.~.G.... .. ............ to ............. .

.... J ... ? .. to ... 7: .• .0.... JO.?Q.... .. .. ? .. ~.... .............. .............. .. ............ 10 ... : ........ ..

..... ? .•. Q .. to .7.? .• 'O'.... ...~.Q9.... ...J .•. (>.... • ... ll..... .............. .. ............ II) .............. .. .......... .. •...•.. : ...... to ............... .............. .............. ............... • ........ : .... to ......... ~ .••. ~~ ... ~::.:.~........ • .............. ' .•.••.•••..••.•

SUDSUHFI\CE FORMI\TION M, DRiLLErrS LOG:

\'/alcr Lllvcl • Watl!l Level /Jcplh, II. flock /Jcsc,il'liol1 t,. IIcll1i1,ks . II. Or-plh. II. noek Description & Rema,ks n .

.............. to .............. .................................................... .............. .. ............ to ............................................................................... .

.............. lo .............. .................................................... .. ........... :: ............... to .............. • ....... ;;.; ................ : ............. ;......... • ............. -

::::::::;::::: :~ :::::::::::::: ::jkt~E:J:~:::t.ii~::::::::::::::::::: .............. . . :::::::::::::::~ :::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::: .............. 10 .:............ . .... g!r\~~g.ai:l1!i~~r~ ........ , ..... : ....... , ..... . .............. to .............. .:.;; ...................... : .......... :.:............ • ....... ,.~ ... .

:::::::::::::: ~ ~ :::::::::::::: : ::::~~~:~:~~:::~:~~:~::~ ::::::::::~:::::: :::: .':::::::::::::::: ::l',' ~~::~::~::~:.:~ ~ ~ ::::::~:~:~::~ :::::~~:;:::~~::::~::::~;;~:::~:::::~~:::::::::::: ::::::::::::: .. ~

:;~=jL~j,~i,::~~~:.··:~~~:·:~~:::::~~~:.:;~::~~~~~;~~~~~~~~~~.~~~~-~:?·;:~·;;};~~:~~;;~i~~~~:~i;~~~l;~~~~~~:~i~~~: Fon DnILLE~'S USE

lob Name ............................ ..

loh No .................................... .

/rlsrnUCTlOIIS: Sr.nd Ihrcc(3) copies 101 M;In"r.N.CI;I~f ~nRihl!et.'olvis'o/ or Waler and Land Devolopmenl. ":. O. DOl( 373. /lonolulu. /lawall.96809. IIEFEREIlCES! Chapler 178l entitled "A,leslan Wells, Generally'" IIRS. as .' al1lendl!~ by Act PJ SLII 19/0. Iiono'l!'u Ooard or Waler Supply. "Rules lind nc;:ulallons rro'lI(hnp' lor Iho ('roloctlon. Or.velop,nenl lind COMr.IV~t1on 01 \'laiN /lc~,,"'r.~~." Sr.r.'1 A·IOSm. "r(Ow~r<. O"Ii~. il,,,t rllnclion~ 01 I"" nMltt," '"I ••• t •••• I " .• ,.: •••••••• ,._ ........ , ". •• • •.•• ,

'. FOR OFFICIAL USE

Latitude .................. : ....... ; .•

Longltud9 .... t,_.

,., ... ,.

KAPALUA WELL NO. 1 KAPALUA WATER COMPANY ENGINEERING REPORT ·2-

ATTACHMENT A

-.. -.. -.. -.. ------.. ---

--.. -.. -.. -.. -

Kapalua Well No.1


Date ~ 1989 J Denth

Jan 03 50 · -Jan 04 55 ·

Jan 09 57 ·

Jan 10 60 ·

Jan 11 65 · Jan 16 70 · Jan 17 71 ·

73 ·

Jan 18 75 · 80 ·

Jan 19 85 -Jan 23 90 -Jan 24 93 -Jan 25 98 -Jan 26 110 -Jan 27 128 -Jan 30 137 ·

- Jan 31 150 ·

Feb 01 155 -Feb 02 160 -Feb 07 16lJ -Feb 08 175 -Feb 09 178 · Feb 10 181 · Feb 14 184 -

KAPALUA WELL NO.1 KAPALUA WATER COMPANY ENGINEERING REPORT

Formation Penetrated

55 Hard Btue nock

57 I-lard Blue Rock

60 OIue nock

65 Blue Hard Rock

70 Red and Black Cinders

71 Blue Rock

73 Blue Rock 75 Red Cinders

80 Red Cinder 85 Black Rock

-,

90 Rock and Cinders • ned

93 Hard Rock

98 Rock

110 Rock

128 Rock and Cinders

138 Rock and nod Cinder

150 Rock and Cinder

155 I-lard Rock

160 I-lard Rock

168 Rock and Black Cinder

175 Rock - Hard Drilling

178 Hard Rock

181 Hard Rock - Slow Drilling

184 Blue nock

186 Blue Rock • Hard

-3- ATTACHMENT A

--.. -.. -.. ------.. -------.. .. -------

Kapalua Well No.1

Excerpts of the Daily Log by Derricl< Moreira 01 nichardson Well Drilling

Dalo ( 1909 ) Deplh

Feb 15 lOG -Feb 16 195 -Feb 17 200 -Feb 21 207 -Feb 22 213 -Feb 23 220 · Feb 24 226 · Feb 20 231 -Mar 01 235 -Mar 02 240 -Mar 03 245 -Mar 13 240 · Mar 14 255 -

260 · 265 ·

Mar 15 270 -275 -200 ·

Mar 16 205 -290 -295 -300 -

Mar 20 305 -31'0 -

Mar 21 315 -320 -

Mar 22 325 -330 -

KAPALUA WELL NO, 1 KAPALUA WATER COMPANY ENGINEERING REPORT

Formalion Penetrated

195 Black nocl<

200 l3I<Jck nocl< ,

207 liard nlack nock

213 liard nock

220 Olack nock With Some ned Cinder

226 (]I<Jck nock

231 OIack nock Wilh Some ned Cinder

235 Olack nock - I lard

240 liard l3Iack nock

245 liard Olack nock

240 liard (]lack nock

255 I-lard OIack nock

260 liard nock • Olack 2G5 OI:1r.k noc\< 270 l3Iack nock

275 nlack nock 200 Olue noek 205 Olue noek

290 Olue noek 295 nock and Clndor 300 nock Md Cinder 305 OIack noek and ned Cinder

310 Olacl< nock 315 Black noek

320 nlaek noek Wilh Some nod Cinder 325 Olack noek and nod Cinder

-330 nluo nock <Jnd nod Cinder 335 Blue noek - I-lard

-4- ATIACHMENT A

,.

-,.

-• -------.... ---------.. ------

I(apalua Well No.1

Excerpts of the Daily Log by Derrick Moreira of nichardson Well Drilling

Dahl ( 1909 ) Deplh

Mar 23 31(0 · 345 31(5 · 350

Mar 27 350 · 355 355 · 360

Mar 20 3GO · 365

Mar 29 365 · 370 370 · 375

Mar 30 375 · 300 360 · 365 365 · 390 ,-

Apr 03 390 · 395 395 · 1(00

Apr 11 1(00 · 405 405 · 410

Apr 12 410 · 415 415 · 420 420 · 425 425 · 430

Apr 13 430 · 435 430 · 440

Apr 17 440 · 445 445 · 450 450 · 455

Apr 10 455 · 460 460 · 465

Apr 19 46:' · 470 470 · 475 .

Apr 20 475 · 400 400 · 405

Apr 2-1 405 · 490

Apr 25 400 · 495

KAPALUA WELL NO. 1 KAPALUA WATER COMPANY ENGINEERING REPORT

. Formation Penotrated

Blue nock B1uo noci<

OhIo nock Dlack nock and ned Cinder

OIue nock • liard

OIuo nock OluQ nock

Dlack nock OIack nock OIack nock

OIack nock and Sarno Red Cindor OIack Rock

Dluo nock • lIard OIack and ned nock

Dlack Rock and Some Red Cinder Black Rock and Sarno Rod Cindor Blilck Rock Dlack Rock

OIack noci< OIack nock • liard

OIuo nock Dlack nock Black nock and ned Cindor

Dluo nock , Dluo, nock

lJIuo Rock • I-lard Olue Rock • Hard

Dluo nock • Hard Dluo nock

OIack Roci<

Bluo Rock • Hard .

·5- ATTACHMENT A

----.. -• -•• ----.. ----

------••

-.. ---

Kapalua Well No.1

Excerpts 01 the Daily Log by Dorricl< Moreira 01 Richardson Woll Drilling

D<lte 1 1909 I Depth

Apr 26 495 · 500

May 01 500 - 505

May 02 505 · 510 510 · 515

May 03 515 - 520 520 · 525 525 · 530

May 04 530 · 535

May 00 535 - --540 540 - 545

May 09 545 - 550

May 10 550 - 555

May 11 555 - 560 560 - 565

May 12 565 - 570 570 - 575

May 13 575 · 500 500 - 505 505 - 590

May 14 590 - 595 595 - 600 600 - 605 605 - 610

M:ty 15 610 · 615 615 - 620 6~0 · 625 625 - 630 630 - 635 635 - 640 640 · 645

May 16 645 · 650 650 - 655 655 · 660 660 - 665


rorrnalion Penetrated

liard OIuG /lock

Bluo nock

OIack nock and SOl1l0 ned Cindor Black nock

OI<lck nock • I-lard , []Iacl< and Blue nock OIack nock - Hard

Olue nock

nock and ned Cinder nock and ned Cinder

[]lack nock and ned Cinder

Black nock and nod Cinder

nock and ned Cinder OIack nock

Black lava - Ullle Bil or ned Cinders Black lava • Ullle Bit of nod Cinders

OI:tck and ned lavn BI:tck nod ned lava OIack and ned lava· loose

OIack :tnd ned lav:t Otnck and ned lava I3I:tck and fled lava Olack :md nod lava

Black and nod lava Olack and ned lava OIack and ned Cinder OIack and nod Cinder OIack and ned Cinder Black ::mcl nod Cindor OInck and fled Cinder . nock and ned Cinder Black nock Black nock Black nock

-6- ATIACHMENT A

-.. -.. ---.. .--"-----.-------

.Kapalua Well No.1

Excerpt!; of the Daily Log by Derrick Moreira of nichardson Well Drilling

Dato ( 1909 1 Depth

May 17 GG5 · G70 · G75 · GUO · G05 ·

May 10 G90 · G95 · 700 · 705 · 710 · 715 ·

May 19 720 730 735

May 20 740 · 745 -750 ·

May 21 755 · 7GO ·

May 22 7G5 -770 -77S -730 · 735 ·

May 23 790 · 795 -


Formation Penetrated

G70 OIack nock 675 nocl( and nod Cinder GOO OIack and ned Cinder G05 OIack and ned Cindor 690 OIack and ned Cinder

695 nock and ned Cinder 700 noc;k and ned Cinder 705 nock and Sarno ned Cinder 710 nock and Cinder 715 nock and Cinder 720 nock and Cinder

730 ned and OIack Lava 735 ned and OIack Lava 740 ned and OIack Lava

745 ned and OIack Lava and Cinder 750 ned and OIack Lava and Cinder 755 ned and OIack Lava and Cinder

760 Olack and n'ld Lava and Cinder 765 OIack and ned Cinder and Lava

770 ned and OIack Cinders 775 nock and ned and Black Cinders 700 nocl< and nod Cinders 705 nock and Cinder 790 nocl< and Cinder

795 l3Iack and Some ned Cinder noo

-7- ATTACHMENT A

-----.. -.. -.. ----------.-.. .. -.. -------

- -

I~ F ----1--

I A v

~.~fbc9F~ --r-~'I,--..---.-- 6\@V~

I?/' DlbM. y1


GGV1101.{nt~ ~ Mvrw ~U>~

-8-ATIACHMENTA

'-..

.-

-.-

--,---.-

---.-

--- " ..

--.. ,-.. -

-

e.D

H;

STbf-"DUVJw~ /1;;5.[

(.0 0;~I!1 OF CO-1.4--8::)

o.~

0·7

• o·s

0.4·

56D <oro 700 ea> ~ {lSlm .S6D

F10\AJ~\6"" (Eto-HoW; ret" M-i~e)


-9-ATTACHMENT A

----• -----------------'. -.. --• -----

Mr. Warren Suzuki Kapalua Land Company, LId. 500 OUice Road Kapalua, Maui, Hawaii 96761

Dear Warren:

September 14, 1989 89-1640 (751-0103)

.)

, ' •• ,"1- " •

Results or the PlulDhnQS.S...a!ld l\Iiamnenl Test or Kapalua Well No.1

The enclosed sketch and table summarize the methods and results of the plumbness and alignment test conducted on September 12. Section 2.06 01 the Technical Specifications states that the " ... maximum deviation from the vertical shall not be more than two-thirds of the inside diameter of the casing per any 100 feet 01 depth." For the 14-inch (10) casIng, the maximum allowable deviation in any 100-root interval is 9.33 inches.

A maximum deviation 01 8.8, inches was measured and computed between the 260- and , ,

360-loot depths [the formula for the computation is (X260 - X360)2 + (Y260 - Y360)2) 1/2 }.

The deviation was generally far less than this elsewhere through the well column. In my opinion, the well meets our contract specifications and its plumbness and alignment also compares quite favorably with other wells of similar depth.

Sincerely,

Tom Nance

cc: Rick Richardson

Enclosure

TN:II

6/10 AI" Mo."", ll(llJlcv~"I. Suile 200 • Ilonol .. I ... 11 •• w •• ii '1(,/11,1 • I·lton(': (1I01l) 521·,;)(.1 • r~~: (11001 5311-71119 ,\ 11('1( C"lIin, .... ,\""d .• "·, Co",,,.,,,),


-10-ATTACHMENT A

--.. -• -• -• -.. -.. -.-

---.. ----.. -• -.. -.. ---

04fllh (r.", ,

0 20 40 GO eo 100

120 1'0 IGO 180 200

220 240 2GO 280 ~OO

320 3'0 360 380 AOO

"'-0 "0 460 <~o

500

520 5'0 560 580 600

620 640 6GO 680 700

720 7<0 7GO 780 790 830

flot.,: I. 2. 3 .

KOI,,;du", W«:-II 140. 1

Plulllbness ond Alignment Test nesulls Stopt..-nbcf '2. I~O

"'~.1SUff)(f Valufls CompUled n"sufls

X. V. . v ( Inch"" (Inchn) C Int:h.,) (I.ltlla , ,

(j."',. ('·'·'v 0 0

G·"'" 6·',. 0 .().4'

7 6·". 0.25 ·0.62 7·'It. G·'/c 0.67 ·0.04 G·"It. G·'" 0 ·1.05

G·u". 6'''':111 0 .1.01

6·"". 0.59 .0.89

6."". 6."hI 0 ·1.3G G·"ltt G·"c 0 .1.91 ,.10,,, ,.',. 0.".1 ·2.13

7 6·',. 0.94 .() . .f7

G''''n (j··"n 0.51 1.02 7·",. G·",,, 2.22 t."

7 7 1.20 1.80 6·"1v 7·"~ 0.64 2.57

6'''''t 7.', •• a 3.'2

6·". 7·',. ... 46 5.09 6·"ltt 7·'ht ·3.08 6.9' G.tt,=, 7·'1" ·5.70 7.33 6.n ,,, 7,'"t ·3.43 7.71 ,.',. 7.1,. ·1.80 6.30

,·"/,. 7·',. 0 'UlO ,."' .. 7·',. 0 6.90

7 7·',. 2.06 7.21 7 7-'1» 2.15 8.58 7··- 7·',. 2.23 8.93

7·'1,. 2.31 10.'3 7·'1t, 2.AO 10.82 7·'"t 2.'9 11.20 7"'t' 2.58 11.59 l·'It. 2.M tl.98 ------1.',» 2.75 13.74 7·'1. 2.83 15.59 7.',,, 2.92 14.GO

7·"" 3.01 13.53 7,'," 3.09 13.92

7·'11' 3.11 14.31 ,.·'hI 7·'1 •• 1.63 1<.70 7 7·'/11 3.35 15.08 7 7·',» 3.<' 17.19

7·"711 7·',,, s.n 17.11 7 7·',» 3.65 18.27

1ft. 790-1001 d-plh k I'''' llbov. the ~'ino ,ho •. 1h. 8JO·fMt dftplh k "4111r Ih. hoIk'Hn of Ih. "1'4" hoi •. Ouldr.nfs islltd In thela'i column at Ihe 1111" •• f. dttfinllkf by Ih. shieh ~Iow.

a,O .. pthO

flOIlh",ul ("pprGlfim.tery)

1

---- y. ----.'.-.1

~Ouadf:'"'3

W.UCuing

KAPALUA WELL NO. 1 KAPALUA WATER COMPANY ENGINEERING REPORT -11-

Ouadr.nt

...-:rr of (Inch., » O.vIa'ion

041 a.lwa." 1 &3 0.57 ~ 1.01 ~ 1.05 Ootw •• n 1 '3 1.01 D~lw •• n 1'!J

1.07 1.36 e ..... n t &3 1.91 Dot ...... I &3 2.17 3 I.OS

1.14 2.A8 2.16 2.65 3.'2 O.twee" 2 & ..

5.30 2 7.59 2 t.2~ 2 1.44 2 6.55 2

G.60 0 ...... n2& .. 6.90 0_ •• n2&' 7.50 • 1.15 • 9.20

10.68 11.08 11.'7 11.17 12.27

"'.01 Is.8A 14.89 A 13.86 • 1'.26 • 14.66 1'.79 15.'5 17.53 11.18 IUl

ATTACHMENT A

----,...

------------..

Mr. Manabu Tagomori Commission on Water Resource Management Department of Land & Natural Resources P. O. Box 373 Honolulu, Hawaii 96809

Dear Manabu:

Well Completion Report for Kapalua Well No, 2 (5938-03)

February 10, 1992 92TN-017 (751-0103)

Enclosed is the Well Completion Report for Kapalua Well No. 2 (State Well No. 5938-03) .. Its static water level was found to be 5.3 feet above sea level. The pump test was conducted for 72 continuous hours at 780 GPM from September 30 to October 2, 1991. The drawdown of 3.2 feet and chloride concentration of 20 milligrams per liter were stable throughout the test. For comparison, nearby Kapalua Well No. 1 (5938-02) had a static level of 6.8 feet, a drawdown of 1.6 feet at 800 GPM, and a stable chloride concentration of 17 MGl.

Should you have questions or require additional information, please feel free to contact me . . ,

Sincerely,

Tom Nance

JV 7L TP~

- TN:1t

----.. -.. --.---

cc: Bill Wilmore

Enclosures


.---.. _--------

-1- ATTACHMENT B

------,.

-.. -.. ----

-.. . -,.

------

., .. : .. _---.

';1"'. or II.,...U . MISSIOtl Oil ""l'En RESOURCE 1.I""AoE~'. r O"rarlJ" .. nl or Land .nd It.'ural n"oure ••

Dlvhlon 01 K.ltr nuouru ll.n.' .... nl

KELL COMrLlTlOl1 nnOIlT 2-10-92 751-0103

IiIsTfiOCTlOils: "1"08 prl,,1 or Iype ond .ubmltcompl.lea report .. lihln )0 ao,. 01 tfOli eompleUon 10 Ih. Dlylolon or Ihl.r • I,ond D .... lopm.nl. P.O. Dox nl. 1I0nol"III. lit ... ot. An .. ·bulll dra .. lnr or the we" and ch.mlc.1 onalyol •• II Ivoll.bl ••• hould 0100 b •• ubmlll.d. If n.c .... r'. phone "'-15U. ",drolon. Oooloa Section for ••• hhncl!.

If ELL IIAME, __ ..:.K..:.a!.,p,;..,a l,;..,u::.;lI~tl..:.o..:.. _2..:.-__ IS4~A2~D01 •• 1Ha. u, TAX ,...1." KIY_..:.....::.....:..:.~ ___ _

A. STAT1. IfEI.L "0. 5930-03 n. LOCATIOII Ahove Kapalua /lcsort

c. WEI.L OWIIF.R ~Iilui Land & I'incapple Company Inc.

D. Dnn.LIIIO OR rUMP IIISTAI.I.ATIOII CONTlIACTOn Richardson Well Drilling E. TYI'E OF RIO Cable Tool DRILtI!R __ .....::L.:.ee::-,:E:;:,":.:l,::o.:.e _______ _

F. DATE OF WELL COMrLETIOII November 1991 DATI! OF rUMP IN8TALLATIOII, ________ _

O. OROUIID ELEVATION (mon·" 771.3 n. Tnp or Drllllnll' PI.Horm (moll::LlIA.JR n. Il.lr'" or drllllnr pl.Uorm obove ,rollncr ."rCae. 31 n. 771.33 neneh mork ond melho" 1I •• d 10 d.termln. rround .Inollon fl.

II. TOTAL Dl!rTII OF WELL DILOW onOUND _______ -::-::~--I. IIOLE SIZEI 20 Inch dl •• rrnm 0 Ct. 10 813 Ct. b.lo .. ,round

____ I:neh .110. rrom n. I" n. b.I .... ,round ____ ,Inch dlo. rrom n. 10 Ct. bolow rround

J. CA51t1G 1115TAI.I.ED: 14 In. 1.11. x 1fl6~ In. w.1I .olld I.ellon 10 773 n. b,low 11"",nd

-pr- In. I.n. x - 1)" In. w.n perrorol,d .. cllon 10 -813 Ct. b.low ,ro,\nd T,p. oC perroratlon unched Louvers lRoscoe MosrTIll-=Flow Screen}

K. AlIlIULUS: O.ollied rrom 0 Ct. 10 765 n. b.lo .. rround Grov.1 pack.d Irom __ .. 1..fi5._ II. (0 815 n. belo .. lround

L. rEnMAIIEIIT PUMP 1115TALLATI01I: Pump Iypo. mok .... rl.1 No. C.paclty ____ film Molor Iyp •• 11.1' .. yol\., •• r""".'="p""'.m":".---------------D.plh or pump Inlol<o .. lIlnl\' II. 6.low which .1.vaUol\ II Ii. Deplh or bollom or alrlln. II. b.low whleh Iln.tlon II ---- rtf •

M. PROPOSED USE I'otable Supply for Kapalua Water System

II: IIIITIAL WATl!n L1WI!L769.0S n. b.low ,round. n .... nd 11m. or ...... lIr.m.nt 11 :00 I.mt. Z-ll-U o. "lIllTIAl. CIILORIDI! 20 ppm. Drill Oil •• nd 11m. or .Impllnr 11::10 I.m, 7-11-91

r. I'UMrlllO TEST~I RoC".nc. point (n.r., ulld:Platforlllhlch .I.,..\lon II ~ Ct. Date .S.ep.t. ... J.() .... :: ... O~.~ ..... ~ .... 19.2.l.. Dale .......... _ .............................. _ ...... _ .. _ • Slarl water level ............... ~.! ................ ft. below n. r. Start water level ..................... _ .... _ ... _._11. below R. P. End water level ................. fi .• } ............. ft. below R. r. End water level ...................... _ .. ___ ... _'1. below R. P. Depth 01 well .............. ..(!lL ............... It. below n. r. Deplh or well ..... _ .. _ ........ _ ...... ___ ,1. below R. P;

Ellpud n.le Or.". CI· Toml'. [IIC"d Rol. 0 • ..,.' CI. tlmp. Tlmtlhounl Ilpml down 111.1 (pl' ... l·r Tim. hounl ('I'ml clown (RJ (ppml ·F

··ci';·O· .. ·· 10 '"0':'5''' ""!iro·" "O':9':r )· .... cliTorlil~·s .. · .............. 10 .............. • ........ - .. ----- .:... ....... .. .............. to ................................... J.... .............. .............. . ............. to .............. ---............. _ .. •• Q .•• fi ..... 10 •• J .•. ~ ........ fi.~.Q ..... ~.r ... .LI ..... 1r?.PI.~.m ..... I. • ............. 10.............. .._ ..... _ ... _ .... _ .. 1...0 ..... 10 .. .1 .•. ;1 ........ 2.60 ..... :! ... .l.Z ........ \ .. Il\(: 1....r..I.~ I. .. ............ 10 ...................... ;-.............. _ .......... _ • .. 1...5 ..... 10 ... 2 .... !L ...... :UIl ..... .1. •. Qo. ...... ..1.hr.1I .l.<:$.L. . ............. 10 .............. .._ ....... _ ........ .. .. 7. ••• 0 ..... 10 .7.2 .•. 0.... .. .. 7.1)0... ..3 .•. 2.5.. .............. .............. . ............. 10 .............. _._ .. __ ........ _

Q. DRILLER'S UX: W.I., llv,1

0.1'110. II. nock ~"c'II''''''' I. r.mark. II. ....... 9 ..... 10 .... ?1 .... !l.r:.~ .. .£ .. !!Y.~X ... ~l.!.. ............................ . ..... ~5 ..... 10 .. PL .. l.l!\r..g ... ~r..m~ll ... ~ ... ~y ... !'!.B.h .............. .. .............. 10 .............. !J.r.!\.y.r..J. ... \I.Il.~ ... tQ.c.~.$. ........................ .. .. 1.3.5 ..... 10 .. ~".(l..... M.l<:r.niJ.U09 ..• .1.i\Y.<:r.li ... Q.f ............. . .............. 10 .............. .$.Q.f.t..P.!!.t,!I ... r.Q!;.~ ... i\p..~ ................... .. .............. 10 .............. 1).i\r..d .•. ~1.\H:...r..9.!;.~................. . ........... .. •. 29.8 ..... 10 .. 7.2.1. ..... P..r.e.dDm.f.I.lil.te.1.YSQU ................ : .. .. .............. 10 "'''''''''''' (l.uk.a ... r.a.ck ... wit.h ... r.e.d ....... ""'''''''''' .............. 10 .............. c.tnde,r.s ... a.nd .. s.ome .. jla.r.d ............ .. .............. 10 .............. J ay,cr..s .................................................. . .. 72.1 ..... 10 . .7.33 ..... IIi! r:d .. .hlue. .. r.oc.k .............................. .

W,'.r leftl Ooplh. II nocl! Ollc.lpllon .. lI.m.... IL

... D.L 10 _~~9. ........ r.~.hg.l:~.Q~ ... ldlh._ .. _ .. _ .... _

. ............. 10 __ ............ 9tily.el. .. lily.er.s_ .... _ .. __ • ... l§.Q ... 10 .. ..7TL .. J.liI.r.d ... b.1.lI.e .• .to.ck. __ • __ ._ .. .. .. Z.R .. to .. Jll.L ..... af:.d~lIb"k_Jla.ho.eIlQA_ _N_ • ............. to .............. ...JfUh.. .. f.ed...c.lnde.r.s ... _ _ .. _ • ............. 10 ........................ _ ........... __ .... ___ ... _._ .. . ............. to ............... • .... _ .............. ___ ._ .... _ ••.. __ • ..._.: ... _ .............. 10 .................................... _ ....... _ ... _._._ ••• _ ... _ .. •••.....•.•..• 10 ................................... __ ......... _ .. __ ............ .. .............. 10 ........................ _ ......... _ .......... _ ....... _ ...... _ ....... . .. ............ to ................................... _ ........ _ ..... _ .. _ ..... _ •. _.

REMARKS: .......................................................................................................................................................................... _._ ......... ..

Submltl.d by (prlnt) ___ T...:o_m-.:.:tl~a_nc~e=--_____ _ Till. _-"-__ I'_r_e_$_1_d_en_t ______ _

/f:...~ "\.h..u-Slrrn.llln ____ ::;I..if"'-'l<:_~..:....!..I_v ________ _ nlll ____ F_eb_r_u_a..,;ry=-.I_1..:.,,_1_9_9_2 __ _

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KAPALUA WELL NO.2 KAPALUA WATER COMPANY ENGINEERING REPORT -2- ATTACHMENT B

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.: . :·~-~~:~:f--.-:-::=!:~~~:.l·:·~:- ~...~ ----_.

KAPALUA WELL NO.2 'KAPALUA WATER COMPANY ENGINEERING REPORT

------ - ... -~ ... _. __ ...

-4-

-_.----.. _------_ .... _._ ... - -... -----

1-=--""+------------"

. --":'; ...

. ATTACHMENT B

· · ·

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ualC ;:,elll: 'v -, III "/1 T:r,1-

-- TOM NANCE Facsimile Header Tune: _11_:1o __ _ _ WATER RESOURCES

ENGINEERING Job No: 1!JI.OIO~

680 Ala Moana Blvd .. Suite 100. Honolulu. Hawaii 26813

---.. • ------------.. • ------

Phone: (S08)S11·S361, FAX: (808)S3S·7S19

TO: Richardson Well Drilling FAX NO: (1) 47

ATIENTION: Rick Richardson

FROM: Elton Saito DATE: October 16, 1991

SUBJECT: KAPALUA WELL No.2 PLUMBNESS

No. of Pages (including header): 2

. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE TELEPHONE OR FAX IMMEDIATELY •

. Data and calculations of Well NO.2's plumbness test is on the attached sheet. There is a constant deviation in one direction. Well meets the well drilling specifications.

KAPALUA WELL NO.2 KAPALUA WATER COMPANY ENGINEERING REPORT -5---._-----

ATTACHMENT B

'. --,----------------• -----

OIlTI:: JOD NO:

OCT. 15, 1991 "ISI-0I03

rLUHON&SS /1/10 IILTc:miF:tlT TI:ST --------------------------------------

DYI CLTON SIIITO - TNWRC LEE - RICIIIIN>SON DRILLINC

liT rnoli rUL TO TOP 11.2916

----~------------------------------------------------------------------------------------------IIl'rlln&/IT OEVIIITIort

O&rTIi rrl:l.D rROH TilE C&tlTr.R COHrUTED B&LOW Tor IIEIISUR&lI&NTS " Y DEVIIITION or CIISHIG x y COOR coon rnOH CENT&R

II.) (IN) (III) (IN) (IN) (IN)

0 1.1250 6.0150 0.0000 0.0000 0 21 1.3150 1.1250 0.55JC 0.55JC 0.703 42 1.3150 1.1915 0.8572 1.071 5 1.3'72 '3 1.3750 7.1250 1.1600 1.1'00 1.t;42 94 1.4315 1.1250 1.030' 1.U45 2.344

105 1.5000 1.3150 2.'521 3.5"2 4.420 126 1.6250 7.5000 4.1434 5.1192 6.633 141 7.6250 7.5000 4.1506 5.9393 1.C05 1'8 1.5000 7.5000 4.0184 6.6973 7.810 189 7.5000 1.5000 4.4138 1.45'4 8.69' 210 7.4315 7.5000 4.1071 0.2154 9.185 231 1.4315 7.~250 4.4872 10.1693 H.'" 252 7.5000 7.5'25 5.8401 10.10n 12.1" 213 7.5000 1.6250 '.2955 12.5910 14.077 2H 7.5000 7.5625 6.1509 12.3161 14 .098 315 7.5000 7.5625 7.206. 13.2116 15.049 336 1.4315 7.6250 6.3848 15.32" 16.601 351 7.3150 1.6250 5.4115 16.2344 11.113 318 7.3750 7.6975 5.1151 18.5740 19.431 399 1.4375 1.UH 7.5234 19.5608 20.958 420 7.4315 7.6250 7.9029 IA.''', 20.548 441 7.4315 7.6250 A.2824 19.8719 21.534 462 7.4375 7.%H 9."19 19.0562 20.932 483 1.5000 7.6250 10.11491 21.6995 24.2U 504 1.5000 '7.6250 11.3052 22.6103 25.2" 525 7.5000 7.6250 11.1606 23.5212 26.291 546 7.5000 7.56H 12.21'0 22.3960 B.5H 56' 7.5000 7.5625 12.6714 23.2310 2'.452 598 7.5625 1.5625 15.3147 24.0659 20.5H 609 '.5000 7.5625 13.5923 24.9009 28.364 '30 7.5000 1.5625 14.0371 25.7358 29.315 651 7.5000 1.5625 14.4931 26.5707 30.266 612 1.5000 7.5625 14.9,496 27.4051 31.217 693 7.5000 7.6250 15.4040 30.0079 34.444 714 7.5000 7.5625 15.0594 29.0756 33.120 135 7.5000 7.5625 1'.3148 29.9105 34.071 756 1.5000 7.562S 1'.7702 30.7454 35.022 771 1.5625 7.5625 20.0966 31.5004 37.433 198 7.5000 7.5000 17 .6911 29.4695 34.366

NOTI:: 1. PIVOT rOlNT rOR H&IISURtH&IIT IS 17.2916 rl:ET AllOV& TIIC TOP or CAsINC.

2. COl/OlTON: STRONG NIl/OS

3. H&IISURI:HWT corlr I CUM T1 ON 011 CMIIIG: ------------------------------------

~ / klof"GI-\ \~ V-,~hI(1

HAU.l

KAPALUA WELL NO.2 KAPALUA WATER COMPANY ENGINEERING REPORT -6-

j.

Oe1\..\£\!..~ KIG1 ~AtJ~A

,.t.:,','

. '.

ATTACHMENTB

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,./ ,. 1

........ .. .

• I(ni!u", IlilWilii 96731\

Telephone: (808) 251\-5881\

TO: Belt Collins « Associates

SAHPLE SITE: I<apalua Hell DATE SMIPLED: 10/27/89 TIME SAHPLED: -----SAMPLED BY: Derrick Nereica

Jon NO.: 477 DA'l.'E: 11/28/89 PAGE: 1 of /.

A'l.''rN: Tom Nance

RECEIPT DATE: 10/27/89

LOG # : . 3837

L1\BORA'l.'ORY ANALYSIS REPORT - Primary Drinking Hater Standards

Arsenic (mg/l) Barium (mg/I) Cadmium (mg/l) Chromium (mg/l) Lead (mg/l) Mercury "(mg/l) Selenium (mg/l) Silver (mg/l)

Fluoride (mg/l) Nitrate (mg/l) Turbidity (N'l'U)

Total Coliform _ (col/100 rnls)

Gross Alpha (pc/I) Gross Beta (pc/I)

Endrin (mg/l) Lindane (mg/l) Methoxychlor (mg/l) Toxaphene (mg/!') 2,4-0 (mg/l) 2," , 5-TP (mg/l)

Amount Detected

DDJJ BDI. UDL DDL nDL BDTJ

. nDL nDL

<0.10 0.21\ O.UG

DOL DOL DOL DOL DDTJ nDL

·BDL = Below Detection Limit

Detection IJimit

0.002 0.1 0.005 0.01 0.02 I). 0002 0.002 0.01

0.1 0.03 0.1

1

2 3

0.0002 0.0001 0.0005 0.005 0.002 0.001

Date Analyst

11/02 DAL 11/02 BAL 11/02 DAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL 11/02 BAL

11/02 mm 10/27 er 10/27 er

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----------

11/14 mm 11/14 mm 11/14 mm 11/14 mm 11/19 er/kt 11/19 er/kt

Samples analyzed according to "Hethods [or Chemical Analysis of Water and Hastes", U.S. EPA, March, 1979 and/or "Methods for Organochlorine Pesticides and Cillorophenoxy Acid Herbicides in Drinking Water and Raw Source Water", U.S. EPA, July, 1978.

KAPALUA WELL NO. 1 KAPALUA WATER COMPANY ENGINEERING REPORT -1-

ATTACHMENT C LABORATORY ANALYSIS REPORT"

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'::, .. (

JOB NO.: 477 LOG R: 3837 DATE: 11/2B/89 PAGE: 2 of 2

.Secondary Drinking Water standards

Alkalinity· (mg CaCOJ/l)

Calcium Hardness (mg caCoJ/l)

Chloride (mg/l)

Color (APCU)

Copper (mg/l)

Total Dissolved Solids '(mg/l)

Corrosivity (Langelier Index)

Foaming Agents (mg LAS/l)

Iron (mg/l)

Hanganese (mg/I)

pH

Sulfate (mg/l)

Zinc (mg/l)

Amount Detected

17. G


Detection Limit

5

0.5

5

10

0.01

10

0.025

0.02

0.01

0.1

2

0.005

Date Analyst

11/01 mm

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Samples analyzed according to "Methods for Chemical Analysis of Water and Wastes", u.S. EPA, March 1979 .

KAPALUA WELL NO.1 KAPALUA WATER COMPANY ENGINEERING REPORT -2-

ATTACHMENT C LABORATORY ANALYSIS REPORT

-------------------------

'.' t'

BRE\NER r.NVIRONMENTAL INDU!STRI.B. INC •

• r: ."'"v'" It .... • ... r ..

CLIENT ~ I(AI~AI..IJt\ loJATER C()HI~'I\NY

500 OFFICE L.AHAIW-\, HA\~AII 96761

SAHPL.!: LOCA n:ON:

D&te/Time S8m~led: 10/0~/91 0 1100 Date/Time Receiv~d: 10/04/91 0 1615

LABOrlATORY At.tAL.Y81S REPORT

-----Environmental Servloes Division

ATTN: JOSEPH TUHPAP

JOB NUMBER: 5340

DAlE: OCT_ 11. 1991

Matrix: POTABLE WATER

Sample U: WELL «2

IjU 1101" n lOt 10 •• ,,1111 .......... lOt WoIo/1/ oII.I.I_....JIIIIU III a. w.ol.:.''' 1:1 11'1 Ilol YI lOt 1IIu:.I~rn w ""II~I" fil'l m I' rllrllU n~ltnll""\I"I1f"II!II.lilllllnllllml'J"II.11II1&I III II,VoIIlij I.. ANAL. Y::3Hi Hl-:!.llJL I :.i Hr?pnr't' . .1.n[1 AnClJ YS1$ Mb.II-IC . .I1J

lIla/) Lindt:;. rno/l Dnt(J . NUMBER _ .. __ ~_. _____ • __________ ••• ___ •• ___ .......... _______ .. __ •• __ ....... _~ ___ • __ ........... _ .. ~ .................. __ .--:--_.-__ ..... L60 ......... _ •• _4 __ ...... __ • ______ "'_

Al's;enic.: ND Sfj" ium NO Cadmium ND Cht'(llnium 0.01 Ll;:ild ND Mr·/I·cw'y NlJ [:t.! ll'r..L 1.111, IHJ ~il.vl:lr ND

F ll.ltlf" ldc'? n.Di' NitroRon,Nitratc 0.3;:: T\..wbidi ty (I'ITII ) n_] b

Total Colir'.wllI TNTC (col/IOO)

Silica :~9 _ .1 Chloride 19.

NO = Not Detocted


·0.00:':'-() • .1 0.00::; O.UJ 1.1.11.1. O. mlll;:! (I . (10::~

(I.ell

-1-

10/08/91 lCl/OB/91. J.O/08/91 1{)/OEl/91 j 0/013/9] ID/10/91 1 ()/CtOl'n 10/UGI/'] 1

JO/(J7/91 In/07/91 J.O/(J7/~1

lO/f.l4/9.l

.10/07/91 10/0'7/91

70t.H 7or:~l1

7130 7190 7420 7470/747l. ;'1'., J. 7740

"'.pnov"d BY~ll:\~~ .. -------- ---_.

ATTACHMENT D LABORATORY ANALYSIS REPORT

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.. --.. -.. -

..

CLIENT: KAPALUA WATER COl{PAlli' 500 OFFICE LAHAI~A, HAWAII 96761

Bl\MPLR LOCATION:

Dat~/T1m~ Sampled: 10/04/91 @ 1100 D~te/TimQ RaoQivQd: _10/04/91 @ 1615

ANALYSIS RESULTS mg/l

... I -, .'

l~OnATOnY ANALYSIS REPORT

Reporting Lhnits 'tiICJ/l

ATTN: JOSEPH TUMPAP

JOB NUMBER: ~~40

OAtBI OCT. 11,lggl

Matrix: POTABLE WATER

sample #: WELL #2

AnalysIs k~THOD bnta NUMBER

----.,--.~--- .-----_. __ ._._---_._------------------.. --,---.. -.. ---

~ndrin Lindane *ethoxyohlor toxaphene

~/4"D i,4,5-TP

~tra.v.ine I ~EGULA~EU VOLATILES:

Benzene CarbOil'Tetra'chloride Para -Dichlorobon z"m~ 1,2 Oichloro~thttn~ i,l-Dichloroathylone ~,1,1-Trichl()roothD.nc ~richloroethylene Vinyl Chloride

1,2-0ibromoethane (EDB) .. l,2-Dibromo-3-

Chloropropane (DBep) - ~richloropropanA .. -.. -.. ---

~D = NOT DETECTED


ND 0.00002 10/11/91 H 509 NO 0,00002 10/11/91 M 609 nt> 0.0001 10/11/91 M 50S Nt) 0.0005 10/11/91 M 509

ND 0.005 10/11/91 M 515.1 NO 0,001 10/11/91 M 515.1

ND 0.0005 10/11/91 M !$07

ND 0.001 10/10/91 M 502.2 ND 0,003.. 10/10/91 M'502.2 UI) 0.001 10/10/91 M 502.2 ND 0.001 10/10/91 M 502...2 NO O,OOl. 10/10/91 M 502.2 .. NO 0.001 10/10/91 M 502.2 ND 0,001 10/10/91 M 502.2 NO 0,001 10/10/91 M 502 .• 2 •

UO 0.001 10/10/91 M 502.2 NO 0.001 10/10/91 M 502.2 -tm 0.001 10/10/91 M 602.2

Po!.\ga 2 of 2

-2-

ATTACHMENT D· LABORATORY ANALYSIS REPORT

' ...

-

.....

~rCLIFFORD S. JAMILE, P. E. U ;168 AUMAKUA STREET PEARL CITY HAWAII 96782

PROFESSIONAL ENGINEER CERTIFICATION

The undersigned, being a registered professional

engineer, certifies that:

1. He has prepared the attached report and the

information contained therein is true to the best of his

information and belief; and

2. The water produced by Kapalua water Company's

Wells 1 and 2, and the potable water system identified in

the attached report, will comply with the State primary

potable water regulations contained in Chapter 20, Title 11,

Administrative Rules, Potable Water Systems, and will comply

with the Rules and Regulations of the Department of Water

Supply, County of Maui, when said drinking water system is

operated and maintained in accordance with the instructions

and information contained in this report.

?j'),o/1~ Date

PHONE: ( 808) 455-5583 FAX: (808) 456- 9259

~UMP LOCATION:~K~~~~f~4~l ISLAND:-=4vY' · 10/26/200903:16 PM To cc "Tom Nance" , "Mel...

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