exhibit 1 i - higp.hawaii.edu

EXHIBIT 1 I

NEIL ABERCROMBIE GOVERNOR OF HAWAII

Mr. Mike Atherton Waikapu Partners LLC P.O. Box 1870 Manteca, ill 95336

Dear Mr. Atherton:

o

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU, HAWAII 96809

March 10,2011

Q WILLIAM J. AILA, JR.

CHAIRPERSON

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

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

LOREnA J. FUDDY, A.C.S.w., M.P.H.

WILLIAM M. TAM DEPUTY DIRECTOR

5131-02.ccwcpi

Combined Certificate of Well Construction and Pump Installation Completion for Well No. 5131-02 (TMK (2) 3-6-004:003)

We are pleased to inform you that the Well Construction and Pump Installation work permitted for the Waikapu South Well (Well No. 5131-02) is complete and acceptable. This combined certificate allows you to commence pumping your well for reasonable & beneficial water use.

To protect Hawaii's natural ground water resources for the 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 our website at www.hawaii.gov/dlnr/cwrmlresources~ermits.htm.

5. Your approved pump has a capacity of 700 gpm at a head of 778 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.

o o " " Mr. Mike Atherton

Page 2 March 10,2011

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 §I3-168-7, HAR. Blank water use report forms are also available at www.hawaii.gov/dlnr/cwrmlresourcesyermits.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 tollfree at 984-2400 (Maui), extension 70255.

CI:ss

c: Wailani Drilling, Inc.

SZ7~~ WILLIAMM. TAM Deputy Director

NEIL ABERCROMBIE GOVERNOR OF HAWAII

Mr. Michael Robertson Wailani Drilling, Inc. 110 West Uahi Way Wailuku, HI 96793

Dear Mr. Robertson:

o




March 10,2011

o

Well Completion Report Parts I & II for Well No. 5131-02

WILLIAM J. AI LA, JR. CHAIRPERSON


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

LOREnA J. FUDDY, A.C.S.w, M.P.H.

WILLIAM M. TAM DEPUTY DIRECTOR

5131-02.wcrl&2.acc

We received your Well Completion Report Parts I & II for the Waikapu South Well (Well No. 5131-02) on December 15,2010 and acknowledge that they are complete.

This completes your obligation under the well construction and pump installation permits. Certificates of well construction and pump installation completion will be issued to the well operator/landowner and you will receive a copy. These certificates transfer responsibility of specific aspects of well usage and maintenance from you to the well operator/landowner.

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: Waikapu Partners LLC

Sincerely,

WILLIAM M. TAM Deputy Director

MEMO and ROUTE s8p (ver 5/11/10) 0 01/25/11

I WCR 1 Check for Well No. 5131-02 (GW regulation route)

1. From Roy ~ (initial) Yes No ~

Initial entry in to well index Ingrid's spreadsheet updated needed/done

Pump Tests Check

Step-Drawdown Test:

Constant Rate Test:

followed WCPI Stds analysis attached


Potential Well Interference:

Potential Stream Impacts:

Additional Testing or Data Required:

Pump Test Comments Attached:

o

o

o

o

o / ~

o

o

o

o

0<70 gpm no test required


If yes, stream name(s):

Proposed Pump Capacity is OK.: 0 0 SU ~~. 1?u~':> IX-- u.-.. ~"7'" 6.~ ~ ~ t:J..o 'P"-"P t<1'7y

11.1 ~~', ~l 2. Well Log Check Geology Code for Wellindex:~ Fm Name: V cl(A~' Peremy \Slc:..- (initial) /

~-----,7 CRT pump test < installed pump capacity. r ~ ~ <?~ Bench mark in photo does not match WCR

3. Construction CheCk\J:l,harlelllRyan~ (initial) ~d_ia_gr_a_m_. __________ --'

Yes No NA If no, describe deficiency

data complete 0 followed Special Cond & elevations 0 location unchanged from WCPIPA? 0

If yes, is SMA, CD, TMK changed? 0

ATIACHMENTS FOR PUMP INSTALLATION PERMIT (2x): 1 COVER LETTER

2 COUNTY COMMENTS (DWS/SMA)

3 DOH COMMENTS

4 DLNR COMMENTS (LD/OCCUDHP)

5 WCR 1 Accept

o o o o

6 WELL CON ST. COMPLETION CERTIFICATE ~ __ ..... :.=~~~~ .... '10, TESTWG~iT. 11 wal'A$..BulitCHE¢KPRINT

o o o o

red penciled completed location too.

__ not necessary - only WCP or BOTH. I To be sentlo driller/pump installer

<------ To Landowner

} Staff internal checks

4. ROY~ (initial) check (Entered WCR 1IWCCC accept date into database) 5. Susan H. W' (initial) finalize 6,QT11 ~ (initial) signature 7: \cbarh~~yan File & Enter PIP issue date if attached/required

o o MEMO and ROUTE SLIP (ver4/29/10/10)

I WCR 2 Check for Well No. 5131-02 (GW regulation route)

1. From Roy ____ (initial)

Pump Tests Check' special condition of PIP? Yes/No)

Step-Drawdown Test:


Aquifer Pump Test:

o o

followed WCPI Stds 0 T & S analysis attached 0

Potential Well Interference: 0 Potential Stream Impacts: 0

Additional Testing or Data Required: o

Pump Test Comments Attached: o

Proposed Pump Capacity is OK.: o

2. Pump Installation Check

o o

o o

o o

o

o

o

If no. describe deficiency



If yes, stream names:

(initial)

01/25/11

Yes No NA If no, describe deficiency

data complete followed Special Cond & Elevations

well database updated

A ITACHMENTS FOR ACCEPTANCE: 1WCR2 ACCEPTANCE LEITER

2PUMP INST. COMPLETION CERTIFICATE

0 0 0 0 0 0

3METER INSTALL. REPORT (IF NECCESSSRY) ___ _

4WUR FORM(if necessary)

5tJsGS'JAAp l.U?M1;t;Oi"

, 'PAI&-=tefleq~ "j". ' ••• 7 St;INPUT~Ea(/··· 8' "P l1Snl'l,08<SHEt;r' 9PUM'P AS.:SuiItCHECK.PRiNT

0 0 0

f To be sent to driller

J To be sent to landowner/operator

} Staff intemal checks

3. Roy (initial) check(Entered WCR 2/PICC accept date into database)

4. Susan H. (initial) finalize

5. Bill (initial) signature

6. ~arl~yan File

oo Roy Hardy IDLNRIStateHiUS

0211412011 10:05 AM

Q 0

To Charley F Ice/DLNRIStateHiUS@StateHiUS

cc

bcc

Subject Re: Fw: Waikapu South pump rating~

yes, just report what the TDH is for the 700 at the time WCR2 reporting - why report as 800 then? Chlorides dropping is providing evidence that USGS lao model may be correct (i.e. more water in Waikapu area than previously estimated.

Charley F Ice/DLNRIStateHiUS

Charley F Ice/DLNRIStateHiUS

02/14/2011 09:35 AM To Roy HardylDLNRIStateHiUS@StateHiUS

cc

Subject Fw: Waikapu South pump rating

Is this acceptable? Wailani have often used the controller panel to limit use of a well.

----- Forwarded by Charley F Ice/DLNRIStateHiUS on 02114/2011 09:33 AM ----

Wailani Drilling Services <wailanidrilling @gmail.com>

02/11/2011 01 :52 PM

Hi Charley,

To [email protected]

cc

Subject Re: Waikapu South pump rating

The pumping system was designed with a variable frequency drive and a pump curve which would allow us to pump between 700 - 900 gpm so that we would have various pumping rate options based on the testing results.

Glen Bauer selected a 700 gpm constant pumping rate because the well is very stable at that rate. At 700 gpm the chlorides were actually dropping by 10 ppm per day on the 10 day test.

Whenever the owners bring the well online we will set the drive to pump 700 gpm and the annual use report will reflect this setting.

Thanks, Michael

On Thu, Feb 10,2011 at 10:51 AM, <[email protected]> wrote:

The permit was for installation of a 700 gpm pump, at elevation 778 ft .. Your wcr2 says it's a 800 gpm pump against a 866 ft. head. How did we get to that?

Wailani Drilling Services Inc.

808.249.0149 wk 808.244.4791 fx

Water- The Drop of Life

o

Wailani DriOlg Services, Inc. License #C29244 110 West Uahi Way, Wailuku, HI 96793 Phone: 808-249-0149. Fax: 808-244-4791 E-mail: [email protected]

MEMORANDUM

TO: Charley Ice

FR: Bethel Cabiles

DT: 12/14/10

RE: WCRI &11

Aloha,

o

Per Michael's instructions enclosed please find the WCR I & II documents for Well #JI31-02, Waikapu South Well. ~

Should you have any question's please contact Michael directly at 808/264-7079.

Happy holiday season!

P ~~~~------~ State of Hawai .... For Officiall.lse Only:,)

COMMISSION ON WATER RESOURCE MANAGEMENT (' ,,\', R Deparbnent of Land and Natural Resources :; c " if

2010 DEC ,5 ttM 1: c 9 WELL COMPLETION REPORT - PART I Well Construction

Instructions: Please print in ink or type and send completed report (with attachments, if applicable) to the Commission on Water Resource Management. P.O. Box 621, Honolulu, Hawaii 96809. The Commission may not accept incomplete reports. This form shall be submitted within 60 days of the completion of wor1t. For assistance, please consuft the Hawaii Well Construction and Pump InstaHation Standards or call the Regulation Branch at 587-0225. For updates to this form or additional information. please visit our website at http://www.state.hi.usldlnrlcwrml

1. State Well No.: 5131-o~ Well Name: w"'·'\-<o.f Y Sov~(,.. W~\\ Island: N\9.v·,

2. Address: ~.o ~Jc' \C{.10 Mo.",-t~E.'\ C A 9 S"~3'=' Tax Map Key: -;.,- G::. -00'1 '. 0 0 3

3. Drilling Company: W 9.\ \9.'" ~ ~.,', \ \ i ~ $\IS •• 1: ... e..

4. Drilling method used during construction: otary 0 PercussIon 0 Other (describe)

5. Date Well Construction (drilled,cased,grouted) completed: ';).\'5""[ 10 Attach Completed Driller's Log monthIda}tJyear

6. Was the subject well cored? 0 Yes ~ No

7. Step-Drawdown Test completed? 0 No ~es 8. Constant Rate Aquifer Test completed? 0 No ~es

Attach Step.Drawdown Test form (12117197 SDPTD Form)

Water Level Data: 9. Initial encountered during drilling (this should also be filled in on the driller's IOQ)

10. Just prior to casing installation

11. After casing installation ~ p ':;. 1 go. :;., (this infonnation should be before any pump tests are performed with casing installed)

Chloride: 5' 0 ppm. Temperature:

Attach constant Rata A uifer Test form (12117197 CRPTD Form) Water Level

_ Depth to = ft. above mean Reference point water sea level (see

elevation (feet) note below)

,,\ 1 Ground =11""ft. rnsl

Dateltime of measurement

If this reference point is not the benchmark, the difference between

the benchmark and 1 ~ I . \ S' I 3. -::l d.. ;;).It 3 j 110 this~~ d~ ~.~ ft. -. rq

note: for all elevations referenced to mean sea level, take the ground elevation (surveyed orestimaf.ed if survey not requited at this time) and subtract the depth to the water level.

12. As-built section filled in completely ~

13. Photograph of well and concrete pad shOWing benchmark on concrete pad attached ~ 14. GPS coordinates provided in degrees, minutes, seconds ~ 15. If a pump is not planned to be installed, please describe (below in the remarks section) how well is secured to prevent unauthorized access (example: lockable cover, threaded coupling, etc.)

16. Remarks: 5n ~ Ne.:rt ~ M -rhe f'-'M<M ~

Licensed Driller (print) N) i s;,~9 t I Rc:. ~ fll'.f..s......" C-57 Lie. No. -.=;a;o.;;o~l..:.:I~=--______ _

Signature ~DG&%s Date ,Is-I,D

WCR1 Form 6112107 Page 1 of 5

-0 12. AS-BUILT WELL SECTION (Please attach as-built if different from diagram provided below)

Elevation at top of casing ~ ft., mSI*l [ (to nearest 0.01 ft.) _ Minimum of 2' Radius & 4" Thick Concrete Pad

Hole Diameter' d,. f: in

.-.-:~. ~~ r Ground 8evation: 'III.~ ft., msl g4 Surveyed 0 Estimat Bench mark "1:-:- :.:~ ".4. 04" .0.:'-.

ed

elevation: 7"",,' ..... ... "" .. " -",.." ...... . ... S Please refer to the . .. : ...... . ' .

11B.:.J:L ft., msl* JS.S . '. .' . .!! HAWAII WELL CONSTRUCTION AND Cement Grout: ft. : .. ~' : .. !'o w J4 (Surveyed to (min. 70% of distance from .~:.: ~:.: ~ PUMP INSTALLATION STANDARDS nearest 0.01 ft.) ground elevation to top of .. :",' .:tI'

~ to ensure that your as-built is in compliance ~:!: ~:~.~ o (Estimated) water surface or 500 ft., :~.:: ~

with applicable standards. whichever is less.) .... ::

---. :.:: .. .1'.' ~ i. • ..: i..: .::~. :. ~. .

Annular space between ' .. -:- ~.:.: :> Solid Casing: (~ 90% x (Ground Elev.-Water Level Elev» Grouting method: hole and caSing (1.5" for .:: ~ :: ;. di '1.9> o Positive ii ~::: Length: ft.

positive displacement, 3" "C

displacement ~f ::-:: c: 12z for other methods): :;, Nominal ~iameter: in.

V:·~:·· .... e annular space is ;..:. ~.~:.: Q. Wall Thickness: 5{ (e" in. less than two ~ in. -" :. ~. :: :: )(

~.c4 inches, attach

~ 11 4, ," #- Bottom Elevation: ft., msl

wlahoto oftremie) -

I 0

Rock or Gravel Packing: 0)

Other )\1

fJ-k ft. ....., l11'Perforated Material: I

Open Casing: o Screen

o Crushed Basalt Length: 5'1 ft.

V o Rounded Gravel ~ Nominal ~iameter: 19 in. -'1 3/8 " Wall Thickness: in. Water Level Elevation:

I'> . ~';l, ft. msl* Bottom Elevation: - S-~ . b ft., msl Total Depth -'-- ~- c-~() 5' ft.

(item 11 from page 1)

Open Hole:

Length: L.~ ft.

Diameter: l'i in.

- Bottom Elevation: - I \j.~ ft., msl *msl = mean sea level

Solid Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSIJAWWA C200 0 API Spec. 5L 0 ASTM A53 ~STM A139

And compliant with (check one or more): 0 ASTM A242 or A600 0 Type E 0 Type S 7Grade B 0 Other

Stainless Steel: (check one): 0 ASTM M09 (production wells) 0 ASTM A312 (monitor wells)

ASS Plastic conforming to ASTM F480 and ASTM 01527: (check one) 0 Schedule 40 0 Schedule 80

PVC Plastic conforming to ASTM F480 and (ASTM 01785 or ASTM 02241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset PlastIc: (check one) o Filament Wound Resin Pipe conforming to ASTM 02996

o Centrifugally Cast Resin Pipe conforming to ASTM 02997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM 03517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA C950

o PTFE Fluorocarbon Tubing conforming to ASTM 03296

o FEP Fluorocarbon Tubing conforming to ASTM 03296

Open Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSIIAWWA C200 0 API Spec. 5L 0 ASTM A5~ rDA'STM A 139

And compliant with (check one or more): 0 ASTM A242 or A600 0 Type E 0 Type S J!f Grade B 0 Other

Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)



Thermoset Plastic: (check one) 0 Filament Wound Resin Pipe conforming to ASTM 02996






WCR1 Form 6/12107 Page 2 of 5

•

o o , - •... -.-._---------

DRILLER'S LOG

WEll NUMBER: S I 3 ( - 0 ~ In addition to the driller's log, if a geologic log was prepared, please submit with this form

Depths (II.) Rock Description Water Level ct- Oates

,~to.aQ.. etn c..\o.{ __ ,

~to~ ell!) c-t~l ct A I u",~ ... c~s t~tono BrL'\<:'~ ~ R4>vl\\~~ .

(:). \ • \ 'r ,.., (. 1_ \ 10 to~ ,'\e ~ c.,"der;;; ~->~ ~

~to~ Med-2of~ ~ r,y h"ls'\.\-\-__

~to~O P<:>('ous 2/4.Y - '>of..:!:.- * d.kQ. 10 35""0 Me d ~!l\c~ 'a ("., .. / ___ _

I 39' 10'110 Dense hq,v-d b\uer"~ __

"1'10 10 'iC)(P So-{.-\- Grc..r i ~\G.c.~ ___ _

~to532 B,(\t.>" l?orw s 5~-¥ ___ _

. >-0> 10 520 !?co<v>\ -B~~¢. s.J~ __

52£..to "'oS S",~-t- B.r~ -t1?>\ 1-< AA __ JJJt.c.,c:6 to c.:. rgo f;" e BIG ~k ,. l\e.d C lAde"s __

~toJ.1Q De"sc<h~ e.\ ... 'S:nx .. ~ __

'110 to j;;l5 Me~ "~r~ b!c..c.k __ JJ./.jJ.D'

Depths (ft.) Rock Description Waler level Cf- Dates

$S"OtoiGS E'he,l$\k ~ __ ~

~ to ~l L~I) "- '\ \.>~:"";;:~'--_

J("/IO~2,O Me.~ b",..r~ P'i.~o~~o_e __ _

j3~ lo..in \2c)',d cOl ub~ __ lMto 9)1 to 1 as" AH s~vs o~ C:\Ifo.~~ rs_'I_

Lb~ ~ UJ,,~r ____ H_

. _10 ___ -'--_____ _

__10 _________ _

__10 ______ _

_ to ______ _

__to ______ _

_to ______ _

__to __________ _

_to __________ _

r:l5" to 'lS'10 Red )e.rC!\ )'3\ \s c;'",~ wa.ter V41J~0 Lv~ l~ \~.I\l _to_ __ __ _to

73ioto~5b I.-~~~ ~*~l

Well Elevation

Benchmark Elevation 778.17'

Attach photos of completed well and concrete pad showing benchmark location.

I certify that the elevation shown above:

1) Was done in accordance with acceptable surveying practices 2) Is accurate to the nearest 0.01 ft. 3) Is referenced to mean sea level

(Elevation is based on benchmark found at well 5030-01, having

an elevation of 653.98'as marked on concrete next to benchmark)

Surveyor License No.

weR1 Form 6112107 Page 5 of 5

/

J' f

....

/

\.

f "Ie

NAD83:

"H ........... .

EXAMPLE

Lat: 19"36'45" Q~g: 154°57'18"

~5· "-{

;. House

Attach photos of completed well and concrete pad

Latitude: ~ degrees ~ min ..2.!. sec Longitude: 156 degrees..l.!.- min ~ sec

SKETCH OF WELL LOCATION (Referenced to permanent landmark, i.e. building, road, fence, etc.)

Provide Latitude and Longitude of well referenced to NAD83 to nearest second


o STEP-DRAWDOWN PUMP TEST DATA

(not required for wells producing < 100.000 gpd or 70 gpm)

o SOPTD Form 1012512004

Pumped Well No. S-l 3 I - 0 ~ Observation Well NO .. --LA~)....:.Pr~ ______ _ Pumped Well Name \J.} G,: \ \<." ell ~Q'" ",""Distance between Obs. & Pumped Well I 000 ft. Target Q -a ~ ~ gpm Reference pt. for depth to water -, g c . 3 I ft. msl

Static Water Level @ start of test I;). I ~ ~ ft. msl Water level measurements by: 1St electrical sounder 0 pressure transducer 0 airline ~

START TEST Date: ~ I ~p f f 0 TIme of day: 9 00 ~1Y1

Flow Meter Reading Start:_--:.. • ..;;;5'*__ gallons

Suggested Actual Depth Drawdown Pumping ~ in this table is for: Elapsed Elapsed to S rate Temp. Pumped Well

time Time water Q EC cr _oF o Observation Well t t (unadjusted (at least 3 or

(nearest to nearest steps) _oC Remarks (min) (min) 0.1 tt) 0.1 tt) (gpm) (pmhos) (mg/I)

-45 1 (..l.QS 0 0 · Start test! Step 1

-30 l\ Ie 0 · -15 '1 1\ 0 ·

0 " 0 1 Start pump ·

1 \ , "~.:J ~.~5 5" ;).0 JOO 11,' . 1.5 \ ·

2 i ·

2.5 · 3 r · 4 9 ,

I · 5 I

r · 6 j · 7 · I

8 j

· 10 10 J lao 7,,9. 15 I

i · 20 I · 25 ; · 3~ 7" ~'I.1' JCfO · Chloride sample taken

. .-

'-to t;o I · Step 2 begin?

5't> ~o 7lo~.J, ~. ~5"" 5'~o · 5", 51 110.'1> -.;, I 3. ~ 0$0 J'f~ 7/. b. Sf ,*::f\:-a ~

u

o o Suggested Actual Depth Orawdown Pumping Elapsed Elapsed to S rate Temp.

time Time water Q EC cr _oF t t (unadjusted (at least 3 or

(nean!St to nearest steps) _oC (min) \ (min) 0.1 ft) 0.1 ft) (gpm) (Junhos) (mgn)

5"~ ,to,S >,3S" L:,<t,O 0

/ 55 0

r ~5" 0

~~~ ,S" 0

\ "Z>~ 0

'\ qS"' 0

~ ,00 170. 'b -;.3>5 (~;F6° 1 Lf 5" 1 f.~ ..-'U\ 1"11./ t;. ~s- q,)o 0

\oS 0

110 III ,~ '-I. \~ 0

~,\ l;to 0

I:>D Ill., L{ ,~S- 0

\'-\ 0 0

/5" 1/1.7 ,4.~~ C6;,D ,';-0 ~ 7 \. 0

0

0

0

0

0

0

0

4

0

1 starting pumping rate Q 2 minimum length of step period of constant pumping rate 3 minimum mandatory Chloride (CI) measurement/sampling at end of every step .. Use same ending drawdown figure as start for recovery

SDPTD Form 10/2512004

~in this table is for: . Pumped Well o Observation Well

Remarks

~~ ... ~ ;fC-3. 'Q u

Max possible duration, water level or quality did not stabirlZe forcmy24 period

Begin recovery data next page Flow meter reading at end of pumped period:

} oS ~ \"-\0 gals

o o SDPTD Fonn 1012512004

Suggested Actual Depth Recovery elapsed elapsed To Drawdown Pumping ~ in this table is for.

time time Water S rate Temp. Pumped Well t t (unadjusted Q EC cr _oF o Observation Well {nearest to nearest or Remarks

Jmin} (min) 0.1 ft) 0.1 ft) (gpm) (JLmhos) mg/I) °C

0 0 0 · Pump off, start recovery

1 ( l'--',S- .• 0S- 0 · 1.5 0 ·

2 a. 0 · 2.5 0 ·

3 ~ 0 · 4 '-t 0 · 5 5 0 · 6 V 0 · 7 I 0 · 8 ~ 0 ·

10 \0 0 · 15 IS 0 · 20 ~o 0 · 25 0 · 30 :'0 {(,.1. Lfo -t- _I 05' 0 · ...... ~~"e. \ \ IO~ C!)".~cd ... o.. e"~\

Col

40 0 · 50 0 · 60 0 · 70 0 · 80 0 · 90 0 ·

100 0 · 150 0 · 200 0 · /

250 0 I!l 80% recovery achieved

· o 80% recovery not achieved

END TEST Date: 'if)o (to Time of day: I ~ cO eM ADDITIONAL REMARKS: __________________ _

Person in charge of pu~p - (print): _ fVG ~~o 1:." ,"< ....

Signature: ::t{\~()~ The signature above indicates that the data reported on this form is accurate and true to the best of the person's knowledge who operated this pump test.

c.oV\ S-tCA~-\ OQ.~( PI,) ~r Ie-50\- 0 t> ~ c.f J 3>0 II 0

Pumped Well #: 5 l 3 \ - 0 ,;).

Pmd Well Name: Wi,\c.Cef!Y So .. -\",Target Q ,60 gpm

.v' electrical sounder Sol ~ 11\ ~ t-

Suggested Actual Depth Drawdown

Elapsed Elapsed to S

TIme TIme Water

t t (unadjusted

(nearest to nearest

(min) (min) 0.1 ft) 0.1 ft)

-45 '('1,<Q eJ

-30 H

-15 " 0 0 H 0

1 1:01 771.3 3.t~

1.5 771.1 ~,S(,

2 771.1 I'

2.5 771.1 3 771.1 4 771.1 5 6 771.1 7

8 771.1 10 15 771.1 20 25 771.1 30 40 771.2 ~ .. S1.. .

Pumping

rate

Q

(at least 3

steps)

(gpm)

0

759

759

759

759

759

759

Observation Well #: ..-..N,"",&~ _______ _ _ Distance between Obs. & Pumped Well I poo ft Reference pt for depth to water 780. 37lrtmsl Static Water Level @ start of test 767.42 ft r'\ , .:t • 'i ~ .... s I

_ pressure transducer airline

Temp Data in this table is for:

EC CI" OF L Pumped Well

or -- Observation Well

oC -(f-Imhos) (mgJl) Remarks

0 Start Test

\00 rJ\t. 0 '-fJ~oJ 10

0

I

Start PumD/CI" taken 0

0 Wrt'!- S L-"lJ 0 'T~ ';;.I~ 0 4~. I

· ~ ~(; 1,1,'" I-t 0 W f}re"1lL ~1i

140 · l,ab o

· .f<'C""1 J,'()()() 'Ih , 0

· l/fJ" 10 S"h() 140 0 /'70.sa. .,..~

0 '\. °Tl:ri-J 0

· 0

· ,/

;.}

50 759 140 171 .6 /' F I "'" "'~.". ~) 60 771.2 o x..0~,I'fO<t.~et ...

~ '"'"

Q 0 Suggested Actual Depth Drawdown Pumping Elapsed Elapsed to S rate Temp Data in this table is for:

Time Time Water Q EC CI" ·F LPumpedWell t t (unadjusted (at least 3 or -- Observation Well

(nearest to nearest steps) ·c -(min) (min) 0.1 ft) 0.1 ft) (gpm) (lJmhos) (mgll) Remarks

70 2:10p 771. 2 3.~i 759 140 l21 n 80 · 90 ·

100 2:40 771.2 759 664 150 · 150 3:30 771. 2 759 665 160 · 200 4:20 771.2 759 667 160 · 250 5:10 771.2 3.81 759 666 150 lZiLL 300 6:00 771.2 3.87 760 664 140 71.5

7:40 771.3 3.8'~ 760 656 140 I

400 · CI" sample taken

500 9:20 771.3 760 658 140 7iL5 600 11:00 771.3 760 656 140 · 700 12:40 771. 3 760 656 140 ·

2:20 771. 3 760 657 140 I 71.4


900 4:00 771.3 760 652 145 171.4 1000

5:40 771. 4 >. <:f& 760 645 145 I

· CI" sample taken

2:00 771. 4 760 635 150 I


10:20 771. 4 - 760 628 145 714


6;40 771.3 3.C!'8 760 621 140 I


3:00 771.3 3.'!8 760 604 140 I


4000 7:40 771. 4 3·~8 760 580 130 I

· CI" sample taken

5000 12:20 771.4 I, 750 577 115 I 71A

· CI" sample taken

5:00 771. 4 \ I

6000 740 565 125 I

· CI" sample taken

7000 9:40 771. 4 It 740 547 115 I

· CI" sample taken

8000 2:20 771. 5 Io\.oa 740 538 110 )

· CI" sample taken

9000 7:00 771.5 I' 740 530 105 I

o o 11:40 771.5 '"l.o~ 740 522 100 . CI" sample taken

11000 4:20 771.5 ..

740 511 95 71.3 Max possible duration,

12000 9:00 771.5 740 506 95 71.2 water level or quality did not

1~000 1·.40 771 ~ 7.40 .4Q7 QO 71 ~ stabilize for any 24 period

14000 6:20 771.5 1 740 494 85 71.3 Begin recovery data

14500 1:00 771.5 L\.O'l, 740 493 90 71.3 next page

0 Flow meter reading at end of

pumped period:

108417009als

1 Chloride sampling required 2 Use same ending drawdown figure as start for recovery

~~ ... ~~ -Suggested Actual Depth Drawdo.lrr -.Jumping ! ~ 5-10-2010 Elapsed Elapsed to S rate Temp Data in this table is for:

Time Time Water Q EC CI" "F I.... Pumped Well t t (unadjusted (at least 3 or Observation Well

(nearest to nearest steps) tIC -(min) (min) 0.1 ft) 0.1 ft) (gpm) (IJmhos) (mgJl) Remarks

0 0 0 · Start Recovery

1 1:01p 767.35 0 · 1.5 767.5 0 ·

2 767.6 0 · 2.5 767.7 0 ·

3 767.8 0 · 4 768.1 0 · 5 1:04 768.5 0 · 6 768.6 0 · 7 768.6 0 · 8 768.6 0 ·

10 768.6 0 · 15 1:12 768.5 0 ·

20 768.5 0 · 25 768.5 0 · 30 1:30 768.5 0 · 40 768.5 . 0 · 50 1:47 768.5 0 · 60 1:55 768.5 0 · 70 0 · 80 0 · 90 0 ·

100 0 · 150 0 · 200 0 · 250 0 · .; 80% recovery achieved

END TEST Date: ADDITIONAL REMARKS:

o o

Waikapu 4 Observation EL 653.98 Ref.655.05 Static 646.4

DATE TIME DEPTH gpm wellS

4-30-10 8:45 a 646.4 520 9:05 646.4 9:10 646.43 9:15 646.41 9:20 646.4 9:25 646.41 9:30 646.4 9:45 646.4

10:00 646.4

10:05 646.4 680 10: 1 0 646.42 10:15 646.41 10:20 646.41 10:25 646.42 10:30 646.43 10:45 646.43 11 :00 646.42

11 :05 646.42 835 11:10 646.4 11:15 646.4 11 :20 646.42 11 :25 646.41 11 :30 646.41 11 :45 646.44 12:00 646.43

12:05 646.43 0 12:07 646.43 12:25 646.41 12:45 642.41

o o Waikapu 4 observation

DATE TIME DEPTH WELL5 GPIV

4-30-10 1:05 P 646.42 760 1:10 646.42 760 1:30 646.4 760 2:00 646.41 760 2:30 646.4 760 3:00 646.4 760 4:00 646.42 760 5:00 646.41 760 5:45 646.4 760 9:10 646.4 760

5-1-10 1:15A 646.41 760 5:05 646.4 760

12:00 646.4 760 6:00 646.4 760

5-2-10 12:00 A 646.42 760 6:00 646.41 760

12:00 646.4 760 6:00 646.4 760

5-3-10 12:00A 646.42 760 6:00 646.43 750

12:00 646.44 750 6:00 646.42 750

5-4-10 12:10 A 646.45 750 6:00 646.43 750

11:45 646.41 745 5:50 646.4 745

5-5-10 1:00A 646.4 740 6:05 646.42 740

12:20 646.4 740 6:00 646.4 740

5-6-10 12:00A 646.41 740 6:00 646.4 740

12:00 646.45 740 5:45 646.42 740

5-7-10 1:00A 646.4 740 12:00 646.4 740 11:40 646.42 740

5-8-10 10:45 A 646.4 740

5-9-10 5-10-10

12:00 A 4:00 A

o 5:00

10:05 12:00

646.4 646.4

646.45 646.45 646.42

o 740 740 740 740 740

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

Ct

WELL COMPLETION REPORT - PART II 2018 DEC 15 AM 1: 59 Pump Installation

Instructions: Please print in ink or type and send completed report (with attachments. if applicable) to the Commission on Water Resource Management, P.O. Box 621. Honolulu. Hawaii 96809. The Commission may not accept incomplete reports. This form shall be submitted within 60 days of the completion of work. For assistance. please consuH the Hawaii Wen Construction and Pump Installation Standards or call the Regulation Branch at 587-0225. For updates to this fonn or additional information. please visit our website at htIp:Jlwww.hawaii.gov/dlnrlcwnnl

1. State Well No.: 5",31- oQt Well Name: ~9.\k~eu So-Al... Ul~~~ Island: MA~'}

2. Address: ~.Q, ~QX 1810 M!!.~,,"e(.s CA g~l3fe Tax Map Key: 3-<O-oo'"l-~ot:>"3

3. Pump Installation Company: W .,:, \ .... "\ .. t:> ... ". \\ ~ '\~ Sve..... T."' ...... 4. Date Pump Installed: jl~21LQ

monthIday/year

5. PERMANENT PUMP INFORMATION S 1"3> 'rq.rl

Pump Type. Make"o.~al No.: Svb~~V"s. b\~ Go.) lJs. '\ c. \-\ c... -\ 3- c:s ,00 ~ , -te !it set lit b~ 0- tehl'F)

Rated Capacity: '00. pm at head of: '8 c:. (p ft.

Motor Type. H.P., Voltage, rpm: :r: V\ d 9. r, ~ 5"(;) H ~ fd. .~-\L~-toth~ Gil Sc \:\~M

Pump type (check one): " (R· pr r1fN' ~~. i~O {l0~ {O [£L I~ ,--';J.lk<i:J \!/V)f)rti'

o Deep Well Turbine o Rotary ~-- o Propeller

~ Submersible -

o Rotary-Displacement o Reciprocating

o Centrifugal o Rotary-Gear o Impulse

6. Method of flow measurement: .-

rlf Flowmeter wi totalizer '-1"- \~ ~(

Manufacturer M·~~;l.o ...... ~~r Model no. M 0 200 Size

o Other, explain and attach schematic \?> .,. ~ k- ~"\ <;9, ~d \~ ~~.\- <:: ("" 7. Fill in the as-built section on the other side of this sheet.

8. Attach the rating curve for the installed pump.

9. Attach photograph of well clearly showing the benchmark on the concrete pad, the well head, and the method of flow measurement.

10. Well Owner Company W c\,hC\fu \>~("lc\l\'S:.~S> Contact to .. \~e A~~!:!.rl:b"" I

Address ~.o ~ \~IV M~",\-E::.c..~ LA 9:>.3>3~

Phone ;;). o:J 6ct ~:H~I Fax ---11. Land Owner Company C;~~!S:. 't Contact <'g~~

Address

Phone - Fax --12. Remarks E~ ~~.J ~~-\~ -+ ~ ~ s~ ~ W~O.~

\)~~~~~.

Pump Installation Contractor (print) M \ ~"'''e.l ~b ~e.c·h .. !.1 . £.s7/C-57aihic. No. ~~c>J l5

Signature ~LO~ Date~O ,

WCR2 Fonn 02126/07 Page 1 of 2

o o 7. AS-BUIL T PUMP SECTION (Please attach as-built if different from diagram provided below)

Bench mark elevation surveyed to nearest 0.01 ft. = f-

"'". '1fl mean sea level

Elevation of top of chase tube '10:\1 fl mean sea level

t j

t I I I

I I

~ __ 11 I I

I

l

Pump intake depth = G'f ... ft. (referenced to bench mark)

Chase tube depth = ,« b fl (referenced to bench mark)

If air/ine installed, bottom of air/ine elevation =

tJ. p... ft. mean sea level


I , , l

t j

G IC~ PUMPS & E(jJPMENT'& -~;;CT' ,,:Y1"'%'t~era..1 p-... rU"h1i~t~ r)h~~'~vYr' . .. ~.....,.., 1~ ",J... e. .. 'i,.,,,-,.. ~,. .~ v'"J,,\i.A'L ... • .~~i!,._ .. 1 ··'.'4 ..... · .. - . ' -_ ....

1 ;'ulrtpitllf J.)olutiolls Icon

Customer: Vvailani Drilling Inc. ~O:

Pump Mode!: '11 CHC Pump Type: GOULDS

Pump Number: 250J3 Stages: n.

Upper impeller Dia: RODDa Upper Impeller Qty: 13 Lower Impeller Dia: 0.0000 Lower Impeller Qty: 0

;

i GPM RPM PSI ! 0 I 181:;: 46347 !

32C ! 1199 440.64

Project: WAIKAPU

TOH (!tJ

1.075.69

1.022.97

Design Flow (GPM}: 800.0 Design Head (Ft): 866.0

Efficiency (%): 86.0 Motor: Indar

Motor SN: 113308 Motor HP: 250.0

Nominal RPM: 1750.0 Design RPM: 1750.0

Test Data

i Vel Head Pipe 1 lOSS Friction : i {ft) (ft) I

I 0.00 O.JO ! 0.24 0.03 ,

•

Totai TOH (ft)

10t'5.S9

1G2324 .

Ordsr #: 250J3

Date: 12i31/2009 8:36:52P.fV1

Specific Gravitv: 1. (I Viscositv (S$U):i 1

Water Temp Wi: 62.5 Test Line: W'

Upper Bowl Material: CI!

Lower Bow! Material: N/A Upper Imp Material: 5B Lower imp Material: NIP"

I J

! EFF kW HP" (";1.:-

~Ol.60 12 •. 53 ~ e.oe ,24.55 149.25 55.40 : j

! 430 J lllii 433.73 1,007.00 ! 0.54 0.07 , 1007.61 I 143.61 172.27 ,

70.90 I ; ! 540 1774 42072 976.94 J

! 800 ; 1753 394.36 915.05 ;

I 1050 1 1752 326.06 758.29

1300 1 1747 229.58 535.40 . ·,~lotor HP from maalifacturer's curve m"1\1$ losses .

.. Design PO!"I.

By

Date:

Customer Approval

J'V\~~ ~b±. cd

f/~l~:l-

~1f 10

j 0.96 • i 1.51

i 2.60 j 3.98

0.12 i Oia

0.30

0.44

i I i

I

978.02

917.74

761.18 ,

539.82

By:

Date.

16~.90

185.1.4

2f)3.92

2iS.12

19917 t ! ~ . .)O

22242 ,

·S::i.36 . . .245.2~ j ~2.31

I 256.50 ! 5$.1.0~

Certified Test.

~---------------------------------

G IC~ PUMPS & EciJIPMENT'~ J :lu nzp in.!!: ~.s·o lu tio llS Icon

Customer: Wailani Drilling Inc;. Order #: 250J2

:l.. :t:

'-Ci)

~ 0 Q.

PO: Project: WArKAPU

Raw Data

,

~a.lO ~

. 4F~C' ......;

Flow - US GPM

Date: 'r2i31/2009 8:36.52AM

i

j 90 I

I -i 80

! 1 I -,70

1 :: ~ 40

i J -" J J'_r

, i -,

.{ 20

I

! '" (\ ... ~ I ... ·

400 ~---'~-'~"'~"'-""--~'-"-'-'-- ~-'------'----"~'~~~-' .... - ... ---.. , ,--,- .-.. -~---... ~ .;

320 ~

240 i

-; 160

.,

~ 80 "i

0 ,j 200

I 400

I 600

! 800

, 1000

I '~20(l

I f~OO

100 }ValCaa:law. -------.---- ----------- ·-------------------1 oo~ I

60 ~ I 4(1 -i -r----J ;;:u -.J o ~----r-~~I~--~~~I~~~~~I~==~~=;f~~~~~\~-~~

o 200 400 500 800 1000 12{}[: 1400 Flow· US GPM

o Charley F IcelDLNRIStateHiUS

02103/2011 06:30 PM

o To [email protected]

cc

bcc

Subject Waikapu South (5131-02) wcr

I'm reviewing this now, and had a couple questions. It seems you drilled to below sea level (-47 ft., msl) before hitting water the first time, continuing from there on down past two voids without water in them, to another source layer (cinders). I take it you were drilling through water from the initial layer but recognized the new source when the WL came up another few inches? Or would it be fair to say that the cinder layer was feeding water into the lower void (separated from the upper by 13 feet of pahoehoe). Is it possibly saturated throughout that lower drilling area (below the initial water contact)? it seems that all those layers might have been saturated, and the rise in water level is not so substantial.

Funny observation: that's a nice photo, and in B&W looks like a gravel beach looking onto the ocean, with surf!

Final suggestion: as you are officially rsponsible for all work done under these permits, Glenn is welcome to "observe and comment on" proceedings, maybe not "supervise". Same is true when Steve Bowles or somebody, not signed onto the permits, wants to tell people how to do it.

yes no

steel stainless steel

o o

pvc plastic abs plastic thermoset plastic other

steel ANSI/AVVWA C200 API Spec. 5L ASTM A53 ASTM A139 ASTM A606 other

positive displacement other

steel public steel non public

steel ANSI/AVVWA C200 API Spec. 5L ASTM A53 ASTM A139 ASTM A606 other

0.375 0.3125

stainless steel ASTM A409 other

pvc plastic Schedule 40 Schedule 80 other

State of Qwaii 0 COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources

WELL COMPLETION REPORT - PART I Well Construction

Instructions: Please print in ink or type and send completed report (with attachments, if applicable) to the Commission on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. The Commission may not accept incomplete reports. This form shall be submitted within 60 days of the completion of work. For aSSistance, please consult the Hawaii Well Construction and Pump Installation Standards or call the Regulation Branch at 587-0225. For updates to this form or additional information, please visit our website at http://www.state.hi.us/dlnrlcwrml

For OfficiallJse Only: ,

2010 DEC ,5 AM 1: 9

1. State Well No.: 51 3> I - 0 ~ Well Name: ...:..W~"\~·''''':''\<~Q~f~0,---,S=-=oc..=v:....-\-..:......;\;..:.......:zW=...:>~.....:\,-,-\ _ Island: N\ 9, .. / \

2. Address: \:.0 ~'I' \cz,10 M9.V\+e..lS:.o" C F\ 9 S-~3(::' Tax Map Key: "? - ~ -00'1 '. 00 3 3.

4.

5.

Drilling Company: W ~\ ,~~ \:>,,', \\ 'j ~ $y>. 1: IA c-.

Drilling method used during construction: otary 0 PercussIon 0 Other (describe)

Date Well Construction (drilled,cased.grouted) completed: ~ IIs=f 10 Attach Completed Driller's Log monthIdaYlyear

/ 6. Was the subject well cored? 0 Yes 0' No

7. Step-Drawdown Test completed? 0 No r:iI~es 8. Constant Rate Aquifer Test completed? 0 No ~es

Attach Step-Drawdown Test form (12117197 SDPTD Form)

Attach Constant Rate A uifer Test form (12117/97 CRPTD Form)

-• II. Reference point Water Level Data: t ClAte¥" :: ~J,.s {,-. <{Ik~ elevation

9. Initial encountered during drilling - 41' to\. '~ .<\1 (this should also be filled in on the driller's log) ~ te ?' Ground =11 ift. msl

10. Just prior to casing installation Ground =117ti.1n11

11. After casing installation Po f> ~ 1 go. 3." :!o~r:~\:~~~~ (this information should be before any pump tests are benchmark, the

Depth to water (feet)

= Water Level

ft. above mean sea level (see Dateltime of note below) measurement

performed with casing Installed) difference between 1 "'2. • ~ ""} the benchmark and 1 ( .., . \ C' ~...... ~ It 3 J /10

Chloride: 5' 0 ppm, Temperature: ., fp OF this point is: 10 J ..> L..1 nilA ~.~ ft. I,q

note: for all elevations referenced to mean sea level, take the ground elevation (surveyed or estimated if survey not required at this time) and subtract the depth to the water level.

12. As-built section filled in completely ~

13. Photograph of well and concrete pad showing benchmark on concrete pad attached ~ 14. GPS coordinates provided in degrees, minutes. seconds ~ 15. H a pump is not planned to be installed. please describe (below in the remarks section) how well is secured to prevent unauthorized access (example: lockable cover. threaded coupling, etc.)

16. RemaJ1<s: S~.~!\g.e,o...--ti. ~ M ..-he f\-'<>M'2 ~ --r~lIt_O

Licensed Driller (print) ,AI) i Co. ~ 9 fiR C) ~ elf' +..s."""" C-57 Lic. No. --=O\~o~l..!;IS-~ ______ _

Signature ~J)~'> Date CJ/~IID


0-12. AS-BUILT WELL SECTION (Please attach as-built if different from diagram provided below)

Elevation at top of casing J!JA:J1.. ft., msl* l r (to nearest 0.01 ft.) 2 .. " r- ~ Minimum of 2' Radius & 4" Thick Concrete Pad

, I, --r.i8' D';:i r Ground Elevation: 117fiJ. ft., msl 94 Surveyed 0 Estimate Bench mark .t.-:' ",:., '" •••• ;'0 .......

Hole Diameter· d.. (;; in

d

elevation: ",,,,,,, ·.0_ ..... '"'''''' ,,,to." -0-.- ....

S Please refer to the ...... :."' ... nlJ, 17 ft., msl* Cement Grout: 15S

;0.: .'. .9! HAWAII WELL CONSTRUCTION AND ft. o::i· :.f'o w J4 {Surveyed to (min. 70% of distance from :~::.~ ~:.: ~ PUMP INSTALLATION STANDARDS nearest 0.01 ft.) ground elevation to top of .:r; Q) to ensure that your as-built is in compliance .;.:-

t~ ..J

o (Estimated) water surface or 500 ft., .. ~:~:. .... with applicable standards. whichever is less.)

0 ••• .9! :-::- .... ~ r- .,11..-

~'-: ;...; :.f'o :: :: ,

Annular space between :~.:.: :> Solid Casing: (~90% x (Ground Elev.-Water LevelElev» Grouting method: :~~ ..9!

hole and casing {1.5" for ":"" w Length: =1.9> o Positive fA ;.:- ft.

positive displacement, 3" ;.p.:~=: "0

displacement (if c:

\~ for other methods): :::l Nominal Diameter: in. /:.::'. "0 0 - e annular space is .. 4 ...

5/1 eo ,,°.4 ;.'",:,. Q. Wall Thickness: in. less than two ~ in. f.--"' :.f'o :: :: )(

inches, attach S

I ~ Bottom Elevation: ~.'-l ft., msl 0

~hoto of tremie) - 0

Rock or Gravel Packing: ~, 0>

Other 1\1

tv-k ft, -., ~o Open Casing: rffPerforated o Screen Material: ~<'S

5r.t o Crushed Basalt Length: ft. o Rounded Gravel ~ V Nominal Diameter: 19 in.

" 3/8 ,

~ Wall Thickness: in. Water Level Elevation:

_~ I I> , -:l.~ ft. msl* Bottom Elevation: - S-t ,6 ft., msl Total Depth ~- -<iDS' ft. (item 11 from page 1)

;:(-=1 ~. If

Open Hole:

Length: L,<;S ft.

Diameter: I~ in. -12-'.0 ,'(;3 ~ Bottom Elevation: - I \:1,0 ft., msl

*msl = mean sea level

Solid Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSIIAWWA C200 0 API Spec. 5L

And compliant with (check one or more): 0 ASTM A242 or A606 0 Type E

o ASTM A5~ ~STM A139

o Type S 1!1 Grade B 0 Other Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)



Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM 02996






Open CaSing Material: Carbon Steel: compliant with (check one or more): 0 ANSIIAWWAC200 0 API Spec. 5L 0 ASTM A53 ~STM A139

And compliant with (check one or more): 0 ASTM A242 or A606 0 Type E 0 Type S ~ade B 0 Other

Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)



Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM 02996







_____________ •• ____ ••• _ •••• 0«' ,

o o

DRILLER'S LOG

WELL NUMBER: 5' 3> I - 0 ~ In addition to the driller's log, if a geologic log was prepared, please submit with this form

Depths (fl.) Rock Description Water Level CI- Dates

~to.1iQ.. ern c.. \4, -- J¢tJ.o~

.5lQ..to~ S<!I) c.JQ.~ c:t A I Usli~c:.~$,>

l.::l!Lto(10 Br .... c.t "tt R~ vN.~~ () \ \ \ 'r d) (. I ~

170 to ;;tee> \'\e d c.t~"efl2 ~->~ ~

doO to ~20 Med--;.o£-t- ~ "-'"7 b"\.s'\.\-\-__

~to~.k.P ?C>('o .... ~ d(4.Y - S....f-±-lL/£

AkQto -;'5"0 Med ~9.V"J 'ij {o..\! ___ _ I

- 350 to'ilo De~se hCl.V"d b\t.Je('~ __

£.(10 to 'i "I{P S o-f -\- Grc..y -t ~\G. c.~ ___ _

~to~ P.>(blc>" i>o.c:vs 5.4-'.-___ _

. :>-.c:i3 t0 5)0 £,c<>v.., -B~Cjc.k... s::J~ __

52£..to "'05 So-E:k- B"." -t~\ k AA __ ll/J..c.,c6 to ~'"6o f;lfIe Big c:..k +~e.d C.~fAde"s __

~toJ:]Q De".5e. hyJ B\v~ ~~ __

Depths (ft.) Rock Description Water Level CI- Dates

J~/tO$J~O Me.~ h ... v~ P"~oe~o_e __ _

~~ to..2..tl \.J o\d cs\ -r ..,b~ __ J/Jdto .-~~I to ')0S" A \\ S ~ vs o~ C·\ I.\~ ~ r 'S> ,_' _Il_

L b-\-.5, ~ UJ '" ttr . H

_to_-$ (1-+ 'f1;q'r ~t -- --/

_to ___ -'--_____ _

_to ___________ _

__to _________ _

_to _________ _

(kJ.~o",; o'lkb «l _to __________ _

_to _____________ _

'110 to j:l5 Me~ hq,r~ b!"c.k __ J.J./.jj.o; ___ _

r:L5' to ,&'10 Red)€> ((/\ )r>\ \s c~"'~ W<4te r V411~0 T' ___ _

-~~ lV~ l~ \;:}. .1\"1 f~i~6f pv-w-rr~ ltd ~ ~n, kd.-e L~a.~ ') _to_ __ __ _to ___ _

~ ,

~'iOtof>S"o L-~ ~ ~ ~~~l

Well Elevation

Benchmark Elevation 778.17'

.~ ~~""" :'-""" .. ?' )4 it

Attach photos of completed well and concrete pad showing benchmark location.

I certify that the elevation shown above:

1) Was done in accordance with acceptable surveying practices 2) Is accurate to the nearest 0.01 ft. 3) Is referenced to mean sea level

(Elevation is based on benchmark found at well 5030-01, having an elevation of 653.98'as marked on concrete next to benchmark)

Surveyor License No.

WCR1 Form 6112107 Page 50t5

/

J' f'

....

0··---

/

NAD83:

\.\\ \

EXAMPLE PROPERlY UHE

Lat: 19°36'45" ~~ng: 154°57'18"

L _~o .

Attach photos of completed we1I and concrete pad

Latitude: ~ degrees ~ min ~ sec Longitude: 156 degrees ~ min ~ sec

SKETCH OF WELL LOCATION (Referenced to permanent landmark, i.e. building, road, fence, etc.)

Provide Latitude and Longitude of well referenced to NAD83 to nearest second


_ .. ____ .. _____________________ .• '" ...... :a." ... I01 __

....,. State of .. I' OF " wan For Offici~,l:l!~ ;O~

~1 COMMISSION ON WATER RESOURCE MANAGEMENT ( I"H .. , ~, .~ "t!TER I.~' < ... i _

" ,~ir

~~ Department of Land and Natural Resources . -. "." v. - ..

~~~;l;;~;~" ~~-':,~sl~ WELL COMPLETION REPORT - PART II 2010 DEC 15 AM 7: 59 ~··~~:~;t;;i~~:,;fj;:~~:~.' Pump Installation

o

Instructions: Please print in ink or type and send completed report (with attachments, if applicable) to the Commission on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. The Commission may not accept incomplete reports. This form shall be submitted within 60 days of the completion of work. For assistance, please consult the Hawaii Well Construction and Pump Installation Standards or call the Regulation Branch at 587-0225. For updates to this form or additional information, please visil our website at http://www.hawaii.gov/dlnrlcwrml

1. State Well No.: S-13.'-o~ Well Name: W 9,:, \-i. ... ev sou~\,.. U)~~~ Island: Mg.\.J ') 2. Address: e,o ~QX 18'0 M~!!I.-\-e!:.s CA 3Sl3b Tax Map Key: 3> - C::. - 0 o'-\- ~ 0 c:. '3

3. Pump Installation Company: W co2. \q","1.\ ~".: \\jO),O Sue.-. I"'c..... 4. Date Pump Installed: j~:lo llo

monttJy/year

5. PERMANENT PUMP INFORMATION~ S I tQ.'6~

Pump Type, Make, Serial No.: S\.Jb~~V"s, ~\~ I Gr:x.>l J So i \ c. \{ c... -\"3:>- ~ ,00

Rated Capacity: ~oo gpm at head of: ~c.,(O ft.

MotorType, H.P., Voltage, rpm: :r:",clCl.t"~ ~5o H~ I d.:!.c::>c V ~ Co 1 A~ G II So \\~M Pump type (check one):

o Deep Well Turbine o Rotary o Propeller

M'Submersible o Rotary-Displacement o Reciprocating

o Centrifugal o Rotary-Gear o Impulse

6. Method of flow measurement:

rlf Flowmeter wI totalizer Y:" - \k .." Manufacturer M.":!;c:..:(o "",~\er Model no. Mo"2.oo Size

0 Other, explain and attach schematic Be lk- Co"" <;9.6d~~ M~k-~r-

7. Fill in the as-built section on the other side of this sheet.

8. Attach the rating curve for the installed pump.

9. Attach photograph of well clearly showing the benchmark on the concrete pad, the well head, and the method of flow measurement.

10. Well Owner Company W ~\"o.fv \\,("'t\l\<C,'I'> Contact M i. \<.e A-\~t~:Ib~ Address ~. 0 ~ \lbiv Mo.."\~~<:..~ c..A '1:>33<"

Phone ~o~ 60\ L412l"7 Fax -----11. Land Owner Company S9.~~ 't Contact Sq,:,,\~

Address

Phone ..---- Fax --12. Remarks E~~~aJ~~ -\-~-+~ ~~ 5~ ~w~

\)~~~~~.

Pump Installation Contractor (print) t!l i t..\..g,!;; \ ~ b h~C"-TS .. "" C57/C-57~ic. No. ~ot\5

Signature ~~()~ Date .u/-b//O 7 ,

WCR2 Fonn 02126/07 Page 1 of 2

7. AS-BUIL T PUMP SECTION (Please attach as-built if different from diagram provided below)

Bench mark elevation surveyed to nearest 0.01 ft. = "1,'. \1ft. mean sea level

-

'~JIII-IIIl-11II 1111 "-',,.,.._----...<L=-......

Elevation of top of chase tube , to:17 ft. mean sea level

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----~

~- -- -----~--------

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Pump intake depth = f.;!'f :a ft. (referenced to bench mark)

Chase tube depth = i« b ft. (referenced to bench mark)

If airline installed, bottom of airline elevation =

N. p... ft. mean sea level

WCR2 Form 02126/07 Page 2 of 2

FROM: Charley TO: _IMATA,R. _ MILLS, D _ UYENO, D. _ CHONG, R. _ CHENG, C. _ LAROUX, E. _ OHYE, M.

() () COMMISS~:ATER RESOURCE MANAGEMENT

DATE: 1. ~10 INIT. TO: INIT. FOR:

--r KAWAHARA, K. _ _ Approval _./ HARDY, R. _ _ oSignature _ SAKODA, E. -::7' Information _ NAKAMA, L. _ TORRES, R

PLEASE: Review & Comment

_ Type Draft _ Type Final

File _ Copies: __

Take Action:

02Jul08

FUJII, N. _ HOAGBIN, S Please See Me - YOSHINAGA, M. CHING, F. • ( (~ _~ A-h, d tv..' = SWANSON, S. = DAN BARRA, S:-r/?/or,: Prt~ lIN~-Ufef~j. If'€ OJ nvu.c S _ KUNIMURA, I. _ YODA, K. j It> -t ¢ ~" t(..u? ~ '1..~J.:eJ w'€ Q~

ENGLAND D.' • 0 , . ) ) L I PI ,;."eJ«vJ.. ~\:- • M\l~ '<J~ I I WMl-t Weff' 4- (So 30·- D{ ~'IIV-J1-1e~rc(~

C:t\!r~ CJf~"""(5V~f'O\) ~ ~ ~ll) LJU2-.. w/ Q)gi ~ o{ (l,J ~w~r~ ~ ~t k~ .~ ~ " I) WA~'VI 0-hM.lbg'7~ \ p~t; 81·~(~.sL.-10 :f"'('\.J;I;~)' ('2.-/'0/10 j~ 152. ao..yt>. d{' -fiut"" -- Ii -7

Charley,

o Glenn Bauer <[email protected]>

07/07/201010:54 AM

o To Charley. F [email protected]

cc

bcc

Subject Waikapu Well 5 Pump Test Report

Mike Atherton is very open about sharing data and gave his permission for sending the attached report.

Let me know if you have any questions.

By the way, who are you rooting for in the World Cup?

Glenn

~ ft" .. waika~rilling and Testing Report.pdf

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S"'o-u 1 (, Waikapu Wel~

State Well No. 5131-01'2. Summary of Drilling and Testing

April30-May 11, 2010

Prepared For:

Mr. Mike Atherton 367 Waiko Road

Wailuku, Maui 96784

Prepared By:

Mink and Yuen, Inc. 1670 Kalakaua Blvd., Suite 605

Honolulu, Hawaii 96825

May 2010

TABLE OF CONTENTS

1. Background 2. Difference in Water Levels 3. Well Details 4. Summary of Step-Drawdown Test 5. Summary of the la-Day Constant Rate Test 6. Response in Waikapu 4 7. Analysis of Aquifer Parameters 8. Results of the 24-Hour Test 9. Conclusions 10. References

Figure 1: Location Map Figure 2: Well Cross-Section Figure 3: Geologic Map

FIGURES

Figure 4: Drawdown vs. Pumping Rate Figure 5: Step-Drawdown Test Figure 6: Constant Rate Test Drawdown Figure 7: Conductivity and Chlorides Figure 8: Water Level at Waikapu 4 Figure 9: Water Level at Waikapu 4 Figure 10: 24-Hour Test Conductivity and Chlorides

Table 1 Table 2

Appendix A Appendix B Appendix C AppendixD

TABLES

APPENDICES

Page No. 1 2 3 4 7 8 9

11 11 20

13 14 15 16 16 17 17 18 18 19

5 7

21 23 29 32

·~--------------------____ ~,~J.tt4IlI~.I __

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1. Background

The Waikapu Well No.5 (State Well No. 5131-01) is located at ground

elevation of 778± feet above sea level (ft., msl). The surveyed benchmark

elevation on top of the north corner of the well pad is 778.17 ft., ms!. This

elevation is tied to the benchmark elevation at Waikapu Well No.4 (5030-01),

previously called Maalaea 4. The NAD83 coordinates were determined for the

well using a Garmin 60Cx GPS unit are latitude 200 51' 04.2"N and longitude 1560

31' 05.7"W with an error factor of ±14 ft. Wailani Drilling Company, under the

direction of Michael Robertson, completed the well. Figure 1 shows the location

of the well in relation to Waikapu 4. Using the haversine distance formula, the

wells are 1,165 feet apart.

The well was completed on February 10, 2010. The installation of the

submersible pump was completed on April 6. The static water level in the well

was measured at 13.2± ft., msl, which is about 5 feet higher than Waikapu 4.

After the pump was installed and pumped at a rate of 1,000 gallons per minute

(gpm), the drawdown was so great that the water level dropped to the pump's

suction. The pump was then lowered nine feet and the same thing happened.

The pumping rate was reduced to 450 gpm which held for several hours.

On April 12 it was decided to pull the pump and clean out the 13.75-inch

pilot hole that extends below the 18-inch casing. The pilot hole had become

plugged with drill cuttings when the well was reamed out to 24 inches to

accommodate the casing to a depth of 832 feet (-54 ft., msl). On April 12 the

water level was remeasured using the accurate elevation benchmark and found

to be 13.46 ft., ms!. Similarly, a water level was measured at Waikapu 4 at 8.55

ft., ms!, confirming the almost 5-foot difference in head. Due to the unexpected

higher water level, deepening of the pilot hole from elevation -72 ft., msl to -122

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ft., msl became an option under the Commission on Water Resource

Management's (CWRM) requirement that wells be drilled no deeper than one

quarter of the freshwater basal lens' thickness. The lens' thickness is determined

using the Ghyben-Herzberg Principle that for every foot of water above sea level,

there is 40 feet below sea level. Applying the formula used in the Well

Construction Permit application:

13.5 -13.5 x 41 = -125 ft., msl 4

Figure 2 is cross-section of the well as provided by the contractor showing the

elevations and depths of pertinent aspects of the well.

The pump was reinstalled on April 16. On April 19, the pump was turned

on showing a remarkable improvement in performance. The step-drawdown

test was done on April 30, 2010. An unprecedented 10-day constant rate test

began on April 30th following the step-drawdown test, and shut down on May

10th. With the support of Maui Department of Water Supply (DWS), chloride

samples were collected every four hours during the test. On May 10th, AECOS

Laboratory collected Department of Health/EPA samples from the well. Upon

completion of the constant rate test, an additional 24-hour test was performed at

a higher rate to continue to monitor for changes observed during the lO-day test.

2. Difference in Water Levels

The 5-foot difference in water levels between Waikapu wells 4 and 5 was

unexpected. In a typical dike-free basal lens aquifer the groundwater gradient is

about I-foot per mile. Using the typical gradient the calculated difference in

head would be 0.22 feet higher at Waikapu 5 (1/5,280 * 1,165 ft.) since it is

situated farther inland. Clearly, the difference in water level is due to some

geologic structure or low permeability lava flows between the wells.

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The most reasonable geologic structure to impede the flow of

groundwater and cause greater heads would be a low permeability volcanic

dike. Examination of the geologic map (Figure 3), show no mapped dikes in the

vicinity of the well. If a dike existed it would have to be buried. Originally, the

high drawdown prior to cleaning and deepening, argued for a dike in close

proximity to the well bore. The attached Geologic Log (Appendix A) indicated

very permeable rock throughout the well bore exposed to the aquifer. After

cleaning and deepening, the pump was tested for three hours at a rate of 1,000

gpm with a stable drawdown. During pumping, if the expanding drawdown

cone encounters a dike, drawdown will increase. This did not happen.

The other possibility for the disparate water levels is a buried low

permeability lava flow or ash bed that is within the saturated aquifer and

becomes an impediment to groundwater flow. The impediment could be

dipping below the bottom elevation of Waikapu 4 (-47 ft., msl) and within the

saturated zone of Waikapu 5, effectively separating groundwater conditions

between the wells.

3. Well Details

Details of the well construction and tabulation of pump test results will be

submitted by the driller to the CWRM in the required well completion report.

See Figure 2. However, below is a summary of the pertinent well data:

• Driller: Wailani Drilling Company (Steve Quale, Driller) • Well slab benchmark elevation: 778.17 ft., msl • Pump base elevation: 780.21 ft., msl • Measuring point elevation: 780.41 ft., msl (top of sounding tube) • Depth of well from ground: 900± ft. • Bottom elevation: -122 ft., msl • Cased hole diameter: 24 inches • Casing diameter: 18 inches ID

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• Grout length: 755 ft. • Casing length: 778 ft. • Perforated casing length: 54 ft. • Open hole length: 68 ft. • Open hole diameter: 13.75 inches • Depth to water from measuring point: 767.37 ft. • Static water level elevation: 13.04 ft., msl (begin step-drawdown

test)

4. Summary of Step-Draw down Test

A step-drawdown test was conducted on April 30, 2010 using the

permanent 250 HP submersible pump. The test ran three pumping rates (Qave) of

520 gpm, 683 gpm, and 830 gpm. Each rate lasted one hour while drawdown,

water temperature, and water samples were collected. Drawdown stabilized

quickly within 10 minutes from the beginning of each rate, though minor

fluctuations in drawdown occurred with minor changes in pumping rate. After

the completion of the step-drawdown test, the well was allowed to recover 60

minutes to within 80 percent of static conditions. The static depth to water

measurement used for the constant rate test was 768.50 feet before the start of the

10-day constant rate test.

A requirement imposed by CWRM on issuing the well construction

permit was that Waikapu 4 be used as an observation well during the step

drawdown and constant rate tests. Static conditions were measured at Waikapu 'I-4 prior to and during the tests. The static water level at the start of the step-

~

drawdown test (0900) was 8.65 fV-, msl. The effect of pumping on Waikapu 4 will

be discussed later in this report.

,

Wu~5 Prior to the step-drawdown test, the static measured water level wa~ 13.04

ft., msl. Drawdown measured in the well during the test is in relation to this

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water level. Table 1 below summarizes the measured parameters during the

step-drawdown test:

Pumping Rate Stable Drawdown (gpm)

520 683 830

IHach kit analysis 2Average temperature

(ft.)

2.43 3.42 4.29

Table 1

Field Chloride1

(mgjL)

140 140

144-150

Electrical Temperature2

Conductance (/lSjcm)

(OF)

585-607 71.9 624-653 71.8 646-666 71.8

In addition to the field chloride sampling, one sample was collected

during each rate, and titrated by the Maui DWS laboratory. The titrated chloride

concentration for the first pumping rate was 107 mg/L, for the second rate 135

mg/L, and the last rate 141 mg/L. The increasing chloride concentration is also

reflected in the conductivity measurements. The higher chloride values at

Waikapu 5 as opposed to those found at Waikapu 4 are not easily explained.

With the higher water level, drilling deeper should not have materially affected

the chlorides. Using the Ghyben-Herzberg Principle, the theoretical mid-point

of the transition zone (50 percent seawater concentration) should be at -528 ft.,

msl (13.2 x 40), a depth of 406 feet below the bottom elevation of the well.

There is another possibility causing the higher than expected chloride

values may be related to the geological reason causing the difference in water

levels. Assuming a barrier exists between the wells, groundwater flow is

impeded. Pumping the aquifer supplying Waikapu 5 would pull fresher water

from farther inland. Indeed, during the constant rate test chloride concentration

fell.

5

The well penetrates highly permeable basaltic lava flows of the Wailuku

Basalt. These highly permeable lavas are reflected in the well's efficiency and

low drawdowns. Figure 4 is a plot of the step-drawdown results of drawdown

versus pumping rate. The equation for the straight line is shown. If the equation

of the line is cast in the form of combining draw down (s) as laminar flow, Q,

with turbulent flow, Q2, then the equation is:

s=BQ+CQ2

To solve for Band C using simultaneous equations by using the first rate (520

gpm or 100,107 ft3 / d) and the last rate (830 gpm or 159,016 f13 / d) yields:

2.43= B(100,107) + C(100,107) 2

4.29 = B(159,016) + C(159,016) 2

So that the drawdown equation becomes:

s = 1.998E-05 Q + 4.314E-11 Q2

Therefore, if the pumping rate is 830 gpm or 159,016 ft3/ d, the calculated

drawdowns due to laminar and turbulent flow are 3.18 ft. and 1.09 ft.,

respectively. Total draw down is 4.27 feet, slightly less than measured. From the

laminar and turbulent flow contributions, 82 percent of the draw down is due to

laminar flow from the permeability of the aquifer, and only 18 percent is due to

turbulent flow at the face of the well bore. Since turbulent flow is inversely

proportional to well efficiency, the Waikapu 5 is very efficient. In addition, the

high pumping rate combined with low draw down is indicative of a very

permeable aquifer. Figure 5 presents pumping and draw down data summarized

in Table 1.

The total amount of water pumped during the step test was 120,900

gallons. At the end of the step-drawdown test recovery the well recovered over

4.15 feet in the first 8 minutes after the pump was shut off, and reached almost

100 percent of static conditions within 55 minutes.

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5. Summary of the 10-Day Constant Rate Test

The constant rate test began at 1:00 pm on April 30, 2010. The test ended

on May 10th at 1:00 pm. The static water level prior to the start of the test was

12.99 ft., msl (depth to water 767.42 ft.). Again, all subsequent drawdown

measurements are compared to this water level. The pumping rate was set for

760± gpm. At the end of the test 10,484,700 gallons were pumped. Early in the

morning of May 2 the generator shut down for 2 hours before it could be

restarted. A new generator was brought to the site later that morning and

substituted. Again the pump was stopped for 1.5 hours. Taking the 3.5 hours

out of the total scheduled 240 hours of pumping, the average pumping rate for

the 236.5 hours or 14,190 minutes is 739 gpm. The average pumping rate after

the restart was 740± gpm.

Table 2 summarizes the range of measured parameters collected during

the 10-day test.

Table 2

Drawdown Electrical

Field Chloride! Temperature Date Conductivity

(ft.) (J.1S/cm)

(mg/L) eF)

4/30/10 3.66 - 3.88 656 - 667 140 -166 « 71.4 - 71.7 5/1/10 3.88 - 3.98 628 - 657 120 -160 \ 71.3 -71.7 5/2/10 3.85 - 4.18 599 - 631 140 71.3-71.8 5/3/10 3.98 -4.08 577 - 600 130 -140 71.4 - 71.7 ~ 5/4/10 4.00 - 4.03 564 - 577 120 -140 71.2 -71.5 5/5/10 3.99 - 4.14 543 - 561 110 -125 71.2 -71.4

i

\

\

! 5/6/10 4.04 -4.08 525 - 544 105 -110 71.2 -71.4 5/7/10 4.03 - 4.08 517 - 531 100 -105 71.2 -71.4 5/8/10 4.03 -4.15 506 - 517 95 -100 j 71.1 - 71.3 5/9/10 4.03 - 4.18 494 - 508 85 - 95 / 71.1-71.4

) 5/10/10 4.08 -4.11 492 - 502 85 - 95 f.. 71.1-71.3 L

IHach kit analysis.

As shown in Table 2 drawdown increased over time, though stabilized

around 4.1± feet for the last several days of the test. Minor variations are due

primarily to atmospheric pressure changes and possibly to ocean tides. The

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electrical conductance (EC) dropped significantly as did Hach kit chlorides over

the duration of the test. Figures 6 and 7 show changes is drawdown and in EC,

respectively. Maui DWS titrated chlorides are presented in Appendix B and are

also graphed against time in Figure 7. Chloride concentration response mirrors

the Ee. Titrated chloride concentration at 250 minutes into the test was 145

mg/L. As the test proceeded, chlorides were reduced to 88.7 mg/L (see results

in Appendix B).

Figure 6 does not indicate that the drawdown cone reached a major

impermeable boundary such as a dike. Normally, when a boundary is

encountered, the draw down is increased significantly. A thin or weakly

impermeable dike could cause the difference in head, and as mentioned above,

an impermeable ash bed separating the saturated portions of the two wells.

6. Response in Waikapu 4

During the step-drawdown and constant rate tests, accurate water level

measurements were performed at Waikapu 4 following the CWRM protocol for

frequency of measurements. Two Solinst water level sounders were used. Prior

to starting the step-drawdown test, both sounders measured the water level in

Waikapu 5 to ascertain differences between the instruments. The measured

water level using the sounder that was used for Waikapu 4 was 0.12 feet higher

than the sounder that remained at Waikapu 5. If the water level difference

between the wells was critical to measure the groundwater gradient, then the

correction factor would be applied, but since the difference was almost five feet,

it was more important to measure relative changes due to pumping.

As mentioned above, at the start of the step-drawdown test the static

water level in the well was 8.65 ft., msl. Figure 8 shows the water level in

W~¥4

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Waikapu 4 during the step-drawdown test. The variation of maximum and

minimum water levels during the test was only 0.04 feet. The graph shows that

cyclic changes in the well are not caused by pumping and are probably due to

changes in atmospheric pressure.

Similarly, for the constant rate test there is no obvious influence of

pumping on Waikapu 4. Figure 9 shows that the water levels are stable and vary

about 0.05 feet over the length of the test. Again, the variation is due to

atmospheric pressure. Therefore, it is concluded that pumping Waikapu 5 did

.not affect Waikapu 4.

7. Analysis of Aquifer Parameters

As indicated in the step-drawdown test data (Figure 4), the well is very

efficient with laminar groundwater flow to the well comprising of 82 percent of

the total drawdown. Specific capacity is a well parameter that measures the

production of the well in gpm per foot of drawdown. The average specific

capacity of Waikapu 5 for the three pumping rates is 202 gpmj ft. of drawdown.

The low drawdown at the well also reduces the chance of upconing of more

saline water below into the bottom of the well bore. Indeed, over time Waikapu

5 became fresher, not saltier.

During the course of the constant rate test, drawdown data are collected

against time, and when the pump is shut off, the recovery data arealso collected

against time. The drawdown data set was analyzed to determine the aquifer's

transmissivity. Only the data from 0 minutes until the generator shut down at

2,220 minutes into the test were used because the pumping rate over that period

of time was stable at 760 gpm.

9

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VJ' Gv_,~',_1 "Ii'

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The transmissivity of an aquifer is the volume of groundwater that can

flow through a I-foot strip that is the thickness of the aquifer under a unit

hydraulic gradient. To calculate aquifer transmissivity from the data collected

can be done either by hand or by computer. This analysis assumes that the

aquifer is confined, which is borne out by the elevated basal water level (13.2 ft.,

msl) and the thick confining layer of alluvium and colluvium that overlies the

basalt aquifer. Appendix C shows the computer-calculated transmissivity for the

constant rate drawdown over time. The constant rate transmissivity is 198,000

ft21 day. The transmissivity is high and indicates a very permeable aquifer.

If the transmissivity (units equal ft2 I day) is divided by the aquifer

thickness, the hydraulic conductivity (units equal ftl day) of the aquifer can be

determined. The thickness of the aquifer in the case of the vVaikapu 5 is assumed

to be related to the Ghyben-Herzberg ratio where 1 foot of water above sea level

is balanced by 40 feet below sea level. To account for the head above sea level a

factor of 41 is used. Therefore for a water level of 13.2± ft., msl, the theoretical

thickness of the aquifer from the mid-point of the Ghyben-Herzberg lens to the

top of the aquifer is 541 feet. In actuality, most of groundwater supplied to the

well is within several tens of feet adjacent to and below the bottom of the well. A

"rule of thumb" that has been applied to basal aquifers in Hawaii is that the

"aquifer thickness" is equal to 1.6 times the elevation of the well below sea level.

Since the bottom elevation is -122 ft., msl, the arbitrary thickness is 195 feet,

which translates to a hydraulic conductivity is 1,010 ft.j day. This value is within

the range of dike-free Hawaiian basal aquifers.

8. Results of the 24-Hour Test

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Upon completion of the 10-day test, it was decided to run the pump

another 24 hours at a rate of 850 gpm. The observed EC and field chlorides

determined from the Hach kit indicated the well was freshening over time, and

could possibly be accelerated at the higher pumping rate.

The test began at 2:00 pm on May 10, after the well recovered for an hour.

The test ended at 2:00 pm on May 11. A total of 1,224,600 gallons were pumped

for an average rate of 850 gpm. Figure 10 shows that the Ee, a measure of

saltiness, diminished over time, while the titrated chlorides appeared to stabilize

around 85 mg/L. The beginning value of 520 pS/cm declined to 480 pS/cm.

Appendix D, presents the summary of test results.

9. Conclusions

The results of the step-drawdown and constant rate tests show Waikapu 5

to be an excellent source of potable water. The freshening of the source may

continue slowly over time, but it appears to be stable at 85± mg/L. The low

drawdown makes it an efficient well.

Waikapu 5 can be pumped on a sustained basis at 750 gpm (1.08 mgd),

though in actuality it would be operationally a 16-hour pump day (0.71 mgd).

The 24-hour 850 gpm sustained test showed that the well was capable of yielding

that much water, but the long-term effect on the aquifer is unknown. The 10-day

constant rate test showed that there was no influence on Waikapu 4. The

difference in head indicates that there is a geologic barrier between the wells, but

because both wells pump from a saturated basal aquifer, there is hydraulic

continuity. If the wells were tested at the same time, then a groundwater

connection may become more evident, either with increased draw down and/ or

increasing chlorides.

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~fmfE£T 9 'jL Mop "",ted with TOPO!802002 N".,nolO_phr ( ......... t~hio.=niIopo)

Figure 1: Location Map

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WAIKAPU WELL # 5 Project Due Date: 4/2012010

r INOAR 250 HP 23(10 VOL! 61 ~ 1750 RP,.1.5 SF 60 HZ 3PH SIN 113308 MODEL ML-33-4112O-N OPE 250 J3seNA.141ND025OB4

r- OICON GOULDS PUMP MODEL 11CHC-13-800 DATE 1·11·10 OICONiJ 260 J3

TRANSFORMER SOUl'HWESTeLECTRIC CO. KVA 400 HZ 60 PH3 VOLTS PRJ. 480 rAMPS 481 KVBIL 30 COND. AC VOLTS SEC. 1100-3800 AMPS. 210-61 KVBIL 80 CONO

AC WCT DATE 2009

YASKAWA IQpump CONTROL UNIT

780.21 ",v, .. _, 'IrWln

" nS.17 elevation

900ft. mal -.-

54 1118x BJ WYa C9l.]

832 ft csg depth

68 ft open hole 13 3141

Figure 2: Well Cross-Section

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Figure 3: Geologic Map

(Adapted from Stearns and Macdonald, 1942; Langenheim and Clague, 1987 by Sherrod and others, 2007)

15

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Waikapu Well S Step-Orawdown Test 4/30/10

5.--------------------------------------------------------------------------------. 4.5+-------------------------------------------------------------------------------~

4

3.5

~ 2.5 -

i y = a + bx

Q 2+-------------------------~ y = -0.687 + 0.006x

1.5 r" = 0.99

~------------'----- ----

0.5

O+---------~--------------------~--------~--------__ --------_--------~ 500 550 600 650 700 750 800 850

Pumping Rate (gpm)

Figure 4: Drawdown vs. Pumping Rate

Waikapu WellS Step-Orawdown Test 4/30/10

16.-------------------------------------------------------------·-------------,

14 Itar! Test 0900 Recovery 1200-1300

~l , --

_..... . 12+---------------------------------------------------------------------~

520 gpm _ • • • • • • • • • • 683 gpm End Test 1200

- - - • • • • • • • • •• 83~-;;-~m ----\ ............. \

4+-------------------------------------------------------------------------~

2 ------

O+-------------~----------------------------~--------------~-------------~ o 50 100 150 200 250

Elapsed Time (minutes)

Figure 5: Step-Drawdown Test

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Waikapu Well 5 Constant Rate Test 4/30-5/10/2010

4.4

Generator Failure

4.2+---------------------------~~----------------------------------------------~--~

4

g t 8

I 'b.6

3.4+-----------------------------------------------------------------------------~

3.2+-----------------------------------------------------------------------------~

o 10 70 480 1080 1680 2280 2880 4020 5220 6420 7620 8820 10020 11220 12420 13620


Figure 6: Constant Rate Test Drawdown

Waikapu Well 5 Specific Conductance & Chloride Concentration 4/30-5/10/10

800,..------------------------------------------y 160.0

700

E 600

~ ~ 500 > :z .g 400 c: o o ii 300 u

t

••• ---- --.----- ---- --- 140.0 ... -- .. .. ~.

.~:-~~~;;-;_~-~-_=~J 120.0

- 100.0 ~

r 80.0 iJ

! 60.0 I-

~ 200 +------------------------------------------------------------+ 40.0

100 20.0

o 50 840 1920 3120 5220 7380 9540 11700 13860


~-----1 -+-Conductivity ___ Chloride

Figure 7: Constant Rate Test Conductivity and Chlorides

17

e

Waikapu 4 Observation Well Step-Drawdown Test 4/30/10

8.8 .-------------------------------------------------------------------------,

0800 Start Test 0900 End Test 1200

._-- -

:: t __ ·-.-_~-._ 1. .-.~._._-_ . __ .. -.. -.. -.- . ....... . \.--. •

u; E 8.5 E. Ci

! ~ 8.4+-------------------------------------------------------------------------~

~ 8.3+-------------------------------------------------------------------------~

8.2

8.1 +----------r---------,----------~--------_r--------~----------~--------~ o 50 100 150 200 250 300 350


Figure 8: Water Level at Waikapu 4

Waikapu 4 Observation Well 4/30-5/10/10

8.8 ,----------------------------------------------------,

8.75+-------------------------------------------------------~

8.7 -

• ---+- --+-- +--_.- +--+-+ • ---. ---. 8.65 = ..... _-+-+ •• _- -- ---+- +----+-

E. ~ • • • • ~ 8.6t-·----------------------~----_+----------~--------------------------------~ .. • •

8.55+---------------------------------------------------------------------------~

8.5 --

8.45 --

8.4 L-------------r------.-----r----__ -----~--__ .,__----___4

o 2000 4000 6000 8000 10000 12000 14000 16000


Figure 9: Water Level at Waikapu 4

18

o o

Waikapu 5 24-Hour Test 5/10-11/10

525~----------------------------------------------------------------·-------r100

520 ~.~~------ .. ------.--- ------ -------. ----------- 98

515 --- - 96

E 510 --- 94

flil ::J - 505 -.----~--f

92

~ ::J 500 1--.-- -- ---§

- 90

• o ~ 495 I-----~~ -.-- -- -~ ----~--- 88

i · • iii 490 r----- ----.-.--

•• ---.- 86 ----+------ ---- --- ~- -~---- -• • • • •• ••• • •

485~·~·~·-·~------·~~--·~·-~·-·~·--~·~·-·~_'--~·---------------------+84

• • ••••• 480T----------------------------------~~~-·~--·------·_.·---~82

475+---------__ ------~--------__ --------__ --------~------~------------·------~80 o 200 400 600 800 1000 1200 1400 1600


• Conductivity --II- Chloride I ~---------

__ ~~~ ____ ."J

Figure 10: 24-Hour Test Conductivity and Chlorid=

19

e

References:

Commission on Water Resource Management, 2004, Hawaii Well Construction and Pump Installation Standards: revised February 2004, Dept. of Land and Natural Resources, State of Hawaii.

Langenheim, V. A M. and Clague, D. A, 1987, The Hawaiian-Emperor Volcanic chain Part II. Stratigraphic framework of volcanic rocks of the Hawaiian Islands: USGS Prof. Paper 1350, pp. 55-84.

Sherrod, D. R, Sinton, J. M., Watkins, S. E., and Brunt, K. M., 2007, Geologic map of the State of Hawaii: U. S. Geological Survey Open-File Report 2007-1089.

Stearns, H. T. and Macdonald, G. A, 1942, Geology and ground-water resources of the island of Maui, Hawaii: Hawaii Div. Hydrography Bull. 7,344 p.

20

o o

APPENDIX A

21

c -,

Waikapu No. 5 No. 5131-01 Geologic log

By Glenn Bauer, Mink & Yuen, Inc.

Ground Elevation i$: 778 ft, m61 LatlLong: 20"51'04.2" 156"31'06.7" DeIIUt !nteMIl (ft.) !;1IIvation 1ft.. !Illl} Oucr!ptlon

0 10 30 Oto 748 Brown soli and weathered rock 30 10 40 74810 738 No sample ooIIecIed 40 10 50 738 to 728 Brown soli and weathered rock 50 10 90 728 to 688 No sample collected 90 10 100 688 to 678 Brown soli and weathered rock

100 10 190 878 to 588 No sample collected 190 to 200 588 to 578 Dense gray aa with minor vesiculation 200 to 240 578 to 538 No sample collected 240 to 250 538 to 528 Ught gray aa with some _ides (Honolua Volcanics) 240 10 270 538 to 508 No sample COllected 270 to 280 508 to 498 Dense gray as (Honolua Volcanics) 280 to 300 498 to 478 Mixture of aphryk: vesicular as and gray non-vesicular as (Honolua Volcanics) 300 to 320 478 to 458 No sample COllected 320 to 350 458 to 426 Dark gray scoriaceous c:inderlpahoehoe

conIainIng minor olivine phenoaysI$ (Wailuku Basalt) 350 to 360 428 to 418 No sample collected 380 to 380 418 to 398 Dark gray scoriace0u6 cinder containing minor olivine <5% 380 to 390 398 to 388 No sample COllected 390 to 420 388 to 358 Dark gray scoriaceou6 cinderJpahoehoe containing olivine phenocrysts <1 mm 420 to 430 35810 348 No sample collected 430 to 440 348 to 338 Medium gray aphyric aa 440 to 500 338 to 278 large CUltings of medium gray apIIyrIc vesicular aa 500 to 520 278 to 258 Mixture of aphyric gray aa and graylbrown pahoehoe some scoriaceous 520 to 560 258 to 218 Dark gray 8OOIiaoeOOs pahoehoe with minor olivine phenoayts <1 % 580 to 570 218 to 208 Dark gray as with olivine phenocrysts >1mm and >5% volume 570 to 580 208 to 198 Same as above, less olivine 580 10 600 198 to 178 Dark gray pahoehoe with olivine 1mm and <5% 600 10 610 178 to 168 No sample ooIIecIed 610 to 620 168 to 158 Dark gray pahoehoe with minor olivine phenocrysts and pyroxene phenocrysts(?) 620 10 640 158 to 138 Dark gray aphyric as 640 to 650 13810 128 Same as above, minor olivine present 650 10 670 128 to 108 Dark gray aphyric pahoehoe 670 to 680 108 to 98 Dark gray pahoehoe with minor olivine phenocrysts 680 to 690 98 to 88 No sample ooIIecIed 690 to 700 88 to 78 Dark gray scorIeaceou!i pahoehoe with minor olivine lmm <2% volume 700 to 710 7810 68 MixttKe of medium gray aphyric aa and pahoehoe 710 10 720 68 to 58 Mixture of aphyric sa and pahoehoe containing minor olivine phenocrySts 720 10 730 58 to 48 Dense gray aphyric pahoehoe 730 to 750 48 to 28 Same as above, except minor olivine present 750 to 760 28 to 18 Brown SCOI'iac:eOu8 pahoehoe. minor olivine & plagioclase feldspar phenocrysts 760 to 770 18 to 8 Dark gray 1iCOrIaceou6 pahoehoe With minor olivine phenoayts 1 mm <5% 770 to 780 8to -2 No sample COllected 780 to 800 -2 to -22 Mixture of brown scoriaceou6 pahoehoe and gray aphyrlc as 800 to 810 -22 to -32 Brown scoriaceoUs pahoehoe 810 10 820 -32 to -42 Gray scoriaooous pahoehoe containing minor oIMne phenocrysts 820 to 830 -42 to -52 Dark gray pahoehoe transitional to 88. minor olivine present 830 to 850 -5210 -72 Gray brown sa with minor olivine 850 to 900 -72 to -122 No sample collected

22

--------------------"'"." .. "."'", *,n,,'

o o

APPENDIXB

23

J.al>oratozy

• Dep~~f!1.~!2!,2!,yvaler Supply Data JIAIpOrt 1201001 ... "' ........... ~ __ H7U

fII'hoCMIe: .-, 11'0 ~ ,..-

Wa1kapu Properties LLC Sample" Reed veti Attention, Michael Atherton ~/3/2010-0510412010 PO Box 1810 Manteca CA 95336-595$

:supl. I S_l" 10 !..-pled on Abalywd OC lUlU Method ~Jyte 1\e.lllt Un!I;_ ... C fHluUott

20lD0501G4 W"iopu .. 11 .5 0.-30-10 1700 OS-Q4-10 11)5 O!),041OCl w SH4500C1- D Chlorl~ft 145 109/1. 1.GO

20100~O305 _.i,kapu "11 .5 04-:):>-10 21to 05-04-10 lH5 050.41OC1- SH4500C1- 0 Chl(:u:'ld1t 145 109 It. 1.00 2010050306 Wail<apu well .5 O:,-Ol-lQ 0100 DS-il(-lO IUS (tM41OC1- SH4500Cl- 0 ehlorlc.. 144 !IlqIL 7.GO

2010050307 WAi ke"" "11 15 O~-Ol-10 0510 O~-O.-lO 1135 Of,QUI)Cl~ SH4500Cl- D Cb.16::'1~ 140lO9iL 7.00 2010050308 W6ikepu .. 11 t5 OS ... Ol-t () 0900 O'S-Of - HI 1 ns, l}~C.nOCl- SH4S00Cl- I> Chlot'i6e 140 1119/1. 7.00

2010050309 WaJ.upu 1'0.11 .5 05"Q1-1Oo 1300 ?$-:.'!.a-l{) 1135 r)~OUOC~- SH4500Cl- I> ctll-<lnd. 13t 109!L 7.00

2010050310 "dopu well .5 05-Ql-l0 POO 05<M1)1~10 IUS lJS-()UOC~- SH4S00Cl- D CI:\l{H'l~ B~ "9!~ 1.00

20100501U W&il<apu well '5 OS-Ql-Hi 210;71 )~~(}.~Hi 1135 O~041oc;'''' SH45QCC1- D Chlo>t16ti 133 zg/L ., .00

2010050312 "aileapa well .5 05-02"-10 0500 :l!.-04-1o- 1135 O~1NIOC18 SH4S0QC1- D Chl'Dt'lde 129 !Ilq/L 7.00

2010050402 Waiupu ... 11 '5 051-02-10 21i)1} 1S-0{-HI 1135 O$.C410Cl~ SH450CC1- D Chiodo. 12~ q/L 7.00

2010050403 W.iupu •• 11 .5 05-02-10 HOO ,S .. r"M10 1135 OS-u.clOC1- SM4S00Cl- 0 Qlor!4c 128 mq/L 1.00

2010050404 .... i~."" "11 IS OS-OZ-lO 16no :;5-04-:0 1135 OM41OC1.,. SH4500Cl- 0 t:MoriOlil 127 "'91L ., .00

/>0005011

24

o

Department of Water Supply ~ h"~ M lihw' i'i4al 41?~

UtP""' __

KM .. 1u1, _. ""at P_ caNl Z1O. 7.10

Waikapu Properties LLC Attention: Michael Atherton PO Bolt 18iO Manteca CA 95336-5955

5upl.1D lInalyUd

2010050406 WaikOpu lle11 15 OS-03-H) 0800 05-05-10 0924 SMASOOC1· 0

2010050407 WoJ.kOp. lieU'S 05-03-10 1200 05-05-10 0924 Sl/4500CI- 0 2010050408 lroJ. ... pu Well " 05-03-10 1600 05-05-10 0924 5114500<:1- 0

2010050409 •• u.apu Well .5 05-03-10 2000 05-05-10 0924 .... SOIle1- D

2010050410 llailcapu"el1 ,5 05-04-10 0000 05-05-10 0924 .... SOllel· 0

2010050411 w.n"p. W.ll '5 05-04-10 0400 05-05-10 0924 .... SOllCl· D

2010050412 .. oJ. ... p ••• u t$ 04-30-10 0915 05-05-10 0924 .... SOllCl· 0

2010050413 Wal_ ".u IS 04-30-10 1020 05-0S-10 0924 _SOIlCl- 0 2010050414 WoJ.kap<> WeU ,5 04-30-10 1115 05-05-10 092( SKUQOCI· " 2010050415 Walka ... W.ll U 05-03-10 0100 05-05-10 0924 SlH500<:1- 0 2010050416 ."leapo W.ll .5 05-03-10 0500 05-05-10 0924 .".500<;1- 0

SUMMARY OF POSITIVE DATA QNLI.

25

Chloride

Ohlo~icle

Ohloricle

Cbloricle

Chloride

Chloride

Cbloride

Cbloride

Chloride

Chloride

Chloride

o

Laboa:atozy tit. ~

.201002

Samples Received 5/312010-05/04/2010

Results

122 mg/!.

119 ,.,,/1. 117 1IlIj/L

117 mg/!.

115 ""IlL

114 ""IlL 107 ""IlL

135 ,.,,11. 141 ""IlL

123 mg/I.

124 ",qlL

Report '201002 Page 4 d 7

c

Department of Water Supply 't%th'dl"r \&.hr.m.flnf'llW· .,._

KaIIu ..... _n M73a ...... _ '_1270-7_

Waikapu Properties LLC Attention: Michael Atherton PO Box 1870 Manteca CA 95336-5955

S&lllp1 .. , S_1.1D S'""'Pled on Analyzed

sampl.. aeceived 05-05-10 2010050501 "Albpu Well '5 05-04-10 0800 05-07-10 0824 SM4500cl- 0

2010050502 •• u, .. "" "'11 '5 05-04-10 1200 05-07-10 0824 .... ,OOC1- "

2010050503 •• na ... '''''' .5 05-04-10 1600 OS-()i-l0 0824 SM'''''''''- 0

2010050504 ".,,>"" Well 15 05-04-10 2000 05-07-10 0824 ,..4S0OC1- 0

2010050505 Val"""" Woll 15 05-05-10 0000 05-07-10 0824 _SOOC1- "

2010050506 •• J.upu WaH ,5 05-05-10 0400 05-07-10 0824 SH'500Cl- D

sa.pl.. aece~ved 05-06-10 2010050603 •• 11 .. "" well .. 05-05-10 0800 05-0i-l0 0824 SM'50OC1- D

2010050604 o"'aPl' W.ll IS 05-05-10 1200 05-07-10 0824 .... '00<;1- 0

2010050605 ... ...,., ... u .s 05-05-10 1600 05-0'1-10 0824 _50001- 0

2010050606 ".1"0.,., •• 11 fS 05-05-10 2000 05-01-10 0824 5I<4;OOC1- 0

2010050607 Walkapu Well .5 05-06-10 0000 05-07-10 0824 _500<)- D

2010050608 ".utapu .toll IS 05-06-10 0400 05-07-10 0924 "".50OCl- D

S~1 •• aeceived 05-07-10 2010050701 WaiJ;.aPJ lIall ,5 05-06-10 0800 05-07-10 0824 .... 50OC1- D

2010050702 Waikllpu Well .$ 05-06-10 1200 05-07-10 0824 '''HOOC1- "

2010050703 Wal k6pu W4IIll IS 05-06-10 1600 05-07-10 0824 .... 50OC1- 0

2010050704 II.,,,,,,,,,""H U 05-06-10 2000 05-07-10 082t SM4${)OC1- t'I

2010050705 '''''''PI' Well U 05-07-10 0000 05-01-10 Ce2t SM45cOQtl- 0

2010050706 ".ikapu .... u .. 05-07-10 0400 05-07-10 0824 SM4S0OC1- 0

SUMMARY OF POSITIVE DATA ONLY.

26

Analyte

Cbloride

Chloride

Chloride

Chloride

Cbloride

Cbloride

Chloride

Chloride

Chlodcle

Chlodcle

Chloride

Chloride

Chloride

Chloride

Cblo.icle

Chloride

Chloride

Chloride

loaboratol:]' tit. a.port

1201003

Reault$ Units

114 mg/L

112 mglL 115 mg/L

108 mgl1.

110 1119/ 1.

110 1119/1.

109 mg/!.

107 mgt!.

106 mq/L

105 mgtL

105 1Il9/L

105 mq/L

105 mgtL

101 mqtL

104 mqlL 101 mgt!.

99.4 mgtL

97.2 mg/L

Report *201003 Page 6 of 9

o

Department of Water Supply >.Jlif¥"",AJf~nno!lt.·

814P_la_ - ..... _-. __ 270·7_

Waikapu Properties LLC Attention: Micbae~ Atherton PO Box 1870 Manteca CA 95336-5955

$....,1.<1 Oft lIn&lyzed

2010051002 0011<_ •• 11 IS 05-07-10 0800 05-11-10 1023 SII.sOOC1- D

2010051003 •• ll<opo Voll ,5 05-07-10 1200 05-11-10 11123 SII4'OOCl· II

2010051004 ... Uapu •• 11 t5 05-07-10 1600 05-11-10 1023 Sll4000<:1- "

2010051005 ... n.,.. •• u H 05-07-10 2:000 05-11-10 1023 .... 500<:1- D

2010051006 ... n,,,,, "all n 05-08-10 0000 OS-ll-lO 1023 SII4~QO<:I' D

2010051007 Vo1_ "oll IS 05-08-10 0400 05-11-10 1023 ... .,00<:1- II

2010051008 •• 1_ wall ,5 05-08-10 0800 05-11-10 1023 ... 1500<:1- D

2010051009 .... 0"" "all " 05-08-10 1200 05-11-10 1023 "'UO«:I- D

2010051010 ""ka"" ... n IS 05-08-10 1600 Oa-ll-lO 1023 _SOOCl- D

2010051011 .al_ "." .s OS-08-10 2000 05-11-10 1023 SM45DO<:1- 0 2010051012 ... ,_ wan ,5 0$-09-10 0000 05-11-10 1023 ""SO(J(:l- 0

2010051013 llaikapu V." ,5 05-09-10 0400 05-11-10 1023 SM4S01>01- 0

2010051014 ...... "" ".11 to 05-09-10 0800 05-11-10 1023 81«500<;1- 0

2010051015 ">1_ W.ll ts 05-09-10 1200 05-11-10 1023 .... SO«:I- t>

2010051016 VAlko"" ... 12 .. 05-09-10 1600 05-11-10 1023 .... SOl>Ol- 0

2010051017 """"PI' ... u .s 05-09-10 2000 05-11-10 1023 ""Sl)(J(:l- 0

2010051018 Waiko;r,lI.U IS 05-10-10 0000 05-ll-10 1023 ..... 00Cl- D

2010051019 •• Ua"" •• n " 05-10-10 0400 05-11-10 1023 SH4S01>01- 0

SUMMARY OF POSITIVE DATA QRLX.

27

chloride

Chlorid.

Chloride

Chloride

Chloride

Chloride

Chloride

Chloride

Chloxlde

Chlodde

Chloride

Chloride

Chloride

Chloride

Chloride

Chloride

Chlortd ..

Chloxide

o

Laboratozy iii t.a -.port

'20100.

Samples Received 5/10/2010

hsult8 Onit.

102 ""111.

101 ""1/1.

97.7 ""1/L

95.9 ""1/L

99.1 ",qll.

96.6 ""1/L

92.8 ""111.

91.8 ""111.

96.7 ""1/L

95.7 ""1/1.

92.0 ""11L

92.7 ""1/1.

92.4 roq/1.

94.5 ""1/1.

90.9 ""1/1.

92.1 mq/L

91.8 roq/l.

90.0 ifill/I.

Report 1201004 Page 5 of 8

Department of Water Supply ~1fttk~,wrk!.~t,q*,« .1.-..... _

_ IUI.H_If .. na Pho_ c_ 270 -711"

Waikapu Properties LLC Attention: Michael Atherton PO Box 1810 Manteca CA 95336-5955

Sample' S0lllP1e 10 SUplee:! on A .. aly~ec:I

2010051103 •• ,op" w.n .s OS-10-10 0800 05-13-10 0956 "",sellCl- 0

2010051104 Woi1<o<p" w.n +5 05-10-10 1200 05-13-10 0956 S!H50OC1- D

2010051105 W.1kap'> Wen .5 OS-IO-10 1300 05-13-10 0956 ","50OC1- n

2010051106 Wo1"""" W.ll f5 05-10-10 1800 05-13-10 0956 $>14500<:1- n

2010051107 Walk.epu 11.,,11 t!;i 05-11-10 0000 05-13-10 0956 S!!j5GOC1- P

2010051109 .otk3PU lieU .~ 05-11-10 0900 05-13-10 0956 S>USOOCl- n 2010051109 •• '0\'1 _.11 '5 05-11-10 0000 05-13-10 0956 _50OC1- "

2010051110 001"""" 11.11 ., 05-11-10 1400 05-13-10 0956 $>I4,nOCI- n

SUMMARY OF POSITIVE DATA QHL1.

28

Chloti.w

Chloride

Chlori.w

Cbloxide

Chloride

Chloride Chloride

Cblori<le

LIlboJ:atozy Bita lWpoJ:t

1201005

Samples Received 5/1112010

86.9 68.4 9S.9 87.7 89.2 84.9 85.3 86.S

Report t201005 Page 4 of 7

Unit.

mq!L

mq!L

"'!IlL

"'!IlL

"'!IlL

"'lIlt

"'11/L

mq/t

o o

APPENDIXC

29

c

wacertoo~1c 180 CokInbia SI. W. ~,en.no,~

p.t(51S)7 .... 17H

Pumping - analysis Tlme-~after COOPER & JACOB Confined aquifer

~: 14.05.2010 Page 1

Project: Walcapu WellS

EvaluaI8ll by; Glenn aa-. Mink & Yuen.

Pumping Test No. constant Rate Test conducIed on: 4130-5110110

DisdIatge 146300.00 fP/d

1(1' 0.00

Q.50

100

1.50

2.00

~-~.-----

E • 2.50

3.00

4.50

5.00 • Walcapu Well 5

TransmiS$lvily[ft'ld): 1.98x lOS

HydrauliC conduCtiViIy 1ft/dJ: 1.01 x 10'

Aquifer IIIi<:I<M$$ (ft): 195.00

101

j j

30

o

WabIrtoo Hydrogeologic 180Coknnbia St w. _.a.-.~

.... ,(!19)7&.?\Ie

PIMnping Test No. ~ Ra1e

Discbafge 146300.00 fI'fd

Stille water level: 767.42 II below datum

f'umpiIJ9 lest_lysis T~.r

COOPER & JACOB Conftned aquifer

771.11 --nfl."·

tine "--771.18-

31

o

Evaluated by: Glenn Bauer. Mink & Yuen. III(:

c

APPENDIXD

32

o o

TIme a.poed TIme DepIh Gpm EC H8Ch CI Temp. Chloride 1:6ep atIIGoWlr 7eI.511M10 7eI.5

2;OOp 0 77Ue 3.38 8110 520 110 71.3 2:30 30 771.8. U8 488 80 3:00 60 771.90 3.<1& 8110 .. 80 71.3 3:30 110 771.110 3M 480 80 4:00 120 m.te 3M 8110 .. 110 7t.2 4:30 150 m.te uo 482 5:00 150 771.88 3.<1& 8110 487 110 11.2 5:30 210 77UIt 3M .. 110 11:00 240 m.l u 8110 480 110 71.2 87.7 8:30 270 772.1 3.8 480 110 7:00 300 m.13 3.83 8110 481 110 112 7:30 330 m.14 3.04 .. 110 71,2 8:00 360 712.15 3.115 8110 4115 80 71,2 8:30 380 712.111 3.88 4115 80 71.2 9:OD 420 772.18 3.88 8110 488 80 71.2 9:30 450 m.1I 3.88 .. 80 71.2

10:00 450 712.1' US 860 .. 80 10;30 510 m.1I 3.88 480 80 71.2 11:00 540 772.15 3.115 860 481 110 11:30 570 772.15 3.115 .. 80 71.2

12:00. 000 m.17 3.87 8110 .. 80 71.2 8U 12:30 830 772.15 3.85 .. 110

1:00 060 712.15 3.85 860 .. 80 71.2 1:30 880 772.13 3.83 .. 80 2:00 720 m.13 3.83 860 4811 80 11.2 2:30 1$0 772.1 3.8 .. 110 3:00 760 772.1 3.8 1150 48! 80 71.2 3:30 810 m.l 3.11 4115 110 4:00 840 772.13 3.83 1150 483 80 71.1 4;30 870 772.13 3.83 .. 110 5:00 800 772.13 3.83 8110 .. 8$ 11.1 5:30 830 772.15 3.115 487 115 8:00 980 712.13 U3 850 481 8$ 71.2 8:30 880 m.14 3.84 481 8$ 71.2 7:00 1020 712.14 3.84 850 483 80 7:30 1050 712.1. 3.84 450 80 71.3 1:00 1060 77215 3.8$ 8110 450 80 ':30 1110 712.1. 3. ... 450 80 71.3 9:00 1140 772.14 3.'" 850 480 83 7U .... 9 9:30 1170 712.17 3.87 481 83 71.4

10:00 1200 712.17 3.87 850 480 83 7'.4 10:30 1230 772.18 3.88 482 80 11:00 1260 712.18 3.68 850 481 80 7U 11:30 1280 m.l1 3.87 482 95 71,4

12:00 1320 712.11 3.87 850 482 110 71.4 8$.3 12:30 1350 712.14 3.84 482 90 1:00 1380 712.14 3 .... 8110 482 8$ 71.5 1:30 1410 712.14 a ... 481 8$ 71.5 2:00 1440 712.15 3.8$ 8110 480 8$ 71.5 8U

2:01 $1M 011 ...... preco .......wy_ lE+07

30 .... 1 min 1.5 min 2 min 2.SmIn 3 min 3.5 min 787.5 787.5 787.83 787.88 787.71 787.81 787.87

"min 4.5m1nh 5 min II.SmIn '8 min 7 min 8 min 7eI.28 7eI.M 7eI.88 788.89 785.7 76871 7eI.7

emln 10 min lZmIn 15 min 30 min 40mIn 50mIn 785.68 '1$U5 785.8 785.8 785.82 785.117 785.55

60 min lilt IS '111'30 2111' 785.55 768.52 7eI.48 7eI.48

33

FROM: Charley

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

COMMISSION ON WATER RESOURCE MANAGEMENT

DATE: __ 7, ),.. ____ _ INIT. TO: INIT.

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

_ HOAGBIN,S _ CHING, F. _ DAN BARRA, S. _ YODA, K.

FOR: _ Approval _ Signature

Information

( ~PLEASE: Review & Comment

_ Type Draft _ Type Final

File _ Copies: __

Take Action:

02Jul08

1 • LINDA LINGLE

GOVERNOR OF HAWAII

TO:

FROM:

SUBJECT:

o


COMMISSION ON WATER RESOURCE MANAGEMENT PO BOX621


September 2, 2009

Dr. Puaalaokalani Aiu, Administrator Historic Preservation r Ken C. Kawahara, P.E., Deputy Director L Commission on Water Resource Management

Well Construction/Pump Installation Permit A~ Iication Waikapu South Well A (Well No. 5131-02) T K: (2) 3-6-004:003

LAURA H. THIELEN CHAIRPERSON

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, PE DEPUTY DIRECTOR

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

We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by October 2, 2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume you have no comments.

Please find the attached maps to locate the proposed well. If you have any questions about this permit application or request additional review time, please contact Charley Ice of the Commission staff at 587-0218. If you require additional information regarding specific information that can be provided ~ the applicant, please contact the applicant directly at the contact information provided on the appl~tiotMC"> furm. _ ~~

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RESPONSE:

[ ] This is a [ ] public (county or state) project [ ] private project and [ ] will [ ] may disturb historic sites.

[ ] We concur that the work described under this permit will not disturb historic sites.

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[ ] We do not concur that the work described under this permit will not disturb historic sites. We require the following for our concurrence:

Contact Person: 1\~

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Signed: ______ ;' ukQ .i/''S 18 '01 , Date:. ____ _ .:.! .(,:!{:- ~:.:~

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o Charley F IcelDLNRIStateHiUS

05/13/201006:12 PM

o To Pua Aiu/DLNRIStateHiUS@StateHiUS, Nancy A

McMahon/DLNRIStateHiUS@StateHiUS cc

bcc

Subject Waikapu South Well (5131-02)

I understand that you received the wrong application with the cover sheet. The correct TMK for this parcel is (2) 3-6-004:003, and I'm resending the application, if you would comment, please. Your help is much appreciated.

-m -m 5131·02. wcpia. pdf 5131·02. maps. pdf

Charley Icc H ydrol ogi st

HaVlElii water Comm ission 1151 PunchboV\l 227 Kalanimoku P .0 .Box 621, Honolulu 96809 (808) 587-0218

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

COMMISSION ON WATER RESOURCE MANAGEMENT 02Jul08

DATE: 2-Z( )f -to ) INIT. TO: INIT. FqR: PLEASE:

-t" KAWAHARA, K. _ _./ Approval Review & Comment ~ HARDY, R. ~ _' Signature _ Type Draft _ SAKODA, E. lL_ Information _ Type Final _ NAKAMA, L. File _ TORRES, R _ Copies: __

Take Action:

Please See Me _ HOAGBIN, S _ CHING, F. _ DAN BARRA, S. _ YODA, K.

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LINDA LINGLE GOVERNOR OF HAWAII


Dear Mr. Robertson:

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May 5, 2010

Request for Variance - Depth of Well Waikapu-Maalaea Well 5 (Well No. 5031-01)



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


KEN C. KAWAHARA, P.E. DEPUTY DIRECTOR

On April 22, 2010, Mr. Glenn Bauer transmitted an explanation of the depth of the captioned well, before we were aware of it from a well completion report. We understand that it is provided as justification for a request for a variance from the iimit of one-quarter the theoretical depth of the freshwater portion ofa basal aquifer. Our understanding is that the bottom of the well as it presently stands is two feet lower than this standard, and that as a consequence, the drawdown and chlorides are stable at the proposed pumping rate.

By this letter, your request for a variance is approved. Mr. Bauer's letter anticipates monitoring of the pump tests in this well using Well 4 (5030-01) as a monitor well. We also expect the standard pump tests for Well 4 to be conducted using Well 5 as a monitor well, when completed.

All other standard and special conditions remain the same for these two wells. We look forward to the completion reports for Well 5 and the pump tests for the two wells.

If you have any questions, please contact Charley Ice of our staff at (808) 587-0218 or toll free from Maui at 984-2400, extension 70218.

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c: Waikapu Properties

Sincerely,

HARA,P.E. uty Direct r



Dear. Mr. Robertson:

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July20,2010

Cancellation of Well Drilling and Pump Installation Permits Waikapu-Maalaea Well #5 (Well No. 5031-01)


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.

LENORE N. OHYE ACTING DEPUTY DIRECTOR

Thank you for your email memo dated July 16, 2010, cancelling the captioned permits. Through telephone conversations with you, we understand that work previously reported on "Well #57' is in fact being done under well permits issued for Waikapu South A Well (Well No. 5131-02), and the landowner has chosen to cancel (Well No. 5031-01).

By this letter, we are cancelling Well No. 5031-01 and transferring information under this well name and number to the records for Well No. 5131-02. This means that the requested depth variance sought and approved for 5031-01 actually applies to 5131-02. Also, a report submitted by Glenn Bauer for "Well 5" actually is a report for the Waikapu South A Well No. 5131..,02 and not Well No. 5031-01. Lastly, the required monitoring ofWaikapu-Maalaea Well #4 (5030-01) specified for Well No. 5031-01 was therefore actually performed during the pump testing ofWaikapu South A Well.

The well completion reports have not yet been filed, nor have the signed permits to activate the permits for Well No. 5131-02 been filed as of this letter. Please be sure to sign and file the permits for Waikapu South Well (Well No. 5131-02) as soon as possible.

If you have any questions, please contact Charley Ice of our staff at (808) 587-0218 or toll free from Maui at 984-2400, extension 70218.

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c: Waikapu Properties

Sincerely,

~~,b~ LENORE N. OHYE ~ -Acting Deputy Director

o 0 Wailani Drilling Services, Inc. License #C57-29485 110 West Uahi Way, Wailuku, HI 96793 Phone: 808-249-0149. Fax: 808-244-4791 E-mail: [email protected]

MEMORANDUM

TO: Charlie Ice - D.L.N.R Commission on Water Resource Management

FR: Michael Robertson of Wailani Drilling

DT: 07116/10

RE: Cancelling Well #5031.01

Aloha, Per our conversation this is to verify that WaikapuMaalaea Well #5031.01 needs to be cancelled.

Waikapu South Well #5131.02 has been substituted for the above.

Mahalo!

o o • i.__ ,_.

··.;,l '//ATER April 20, 2010

MEMORANDUM 2010 APR 22 AM 7: t.8

To:

From:

Mr. Charley Ice, Commission on Water Resource Management

Glenn Bauer, Mink & Yuen, In~ Subject: Deepening of Maalaea Well 5

;t>3l,01 Maalaea WellS (.5B1-01) was drilled to -77 ft., msl with the perforated

casing set at -52 ft., msl. Prior to the establishment of the benchmark, the assumed water level in the well was 9± ft., ms!. When the pump was lowered into the well, and the benchmark established on the well slab (778.17 ft., msl), a water level measured from the top of the measuring tube (780.41 ft., msl) was 13.5± ft., msl, and the water level in Maalaea 4, approximately a 1,000 ft. away, was 8.5± ft., msl. The 5-foot difference in water level between these wells suggests an unexposed subsurface dike structure. Mapped dikes are exposed much farther up Waikapu Valley than where the wells are situated.

When the pump was hooked up and tested at 800 gpm, the water level in Maalaea 5 quickly dropped. The pump was lowered about 9 ft. and the same thing occurred. Mike Robertson could only operate the pump at 450 gpm.

I visited the well site on April 12, 2010 and found that the when the well was reamed to accommodate the casing, the pilot hole from -52 ft., msl to -77 ft., msl was filled with cuttings. I asked Mike Robertson to pull the pump and drill out the bottom using a 13-inch bit, and then re-measure the water level. This was done and the water level remained at 13.5 ft., msl. Due to the higher water level, we decided to drill deeper in the hope of penetrating better water producing lava flows.

The CWRM standard is that the bottom elevation be no deeper than one quarter the thickness of the freshwater portion of the basal lens. Applying the formula used in the Well Construction Permit application:

13.5 -13.5 x 41 = -125 ft., msl 4

Mike drilled to -127 ft., msl because the bottom formation from -122 to -127 ft., msl was permeable.

The pump was reinstalled on Monday (April 19) and tested for a three hours at 1,000 gpm. There was approximately 7 ft. of drawdown, and field-

• I

o o measured chlorides remained at 30 mg/L. On April 23, I will conduct the stepdrawdown test and then allow for recovery before starting the constant rate test lasting last 10 days (end May 3). Maui DWS is interested in the outcome of this well and has agreed to monitor chlorides over the testing period. Samples will be collected every four hours for duration of the test. There will be 60 samples total. We will use Maalaea 4 as an observation well and will monitor water level in that well for the duration of the test. If there is a dike causing the difference in water level, the boundary may be seen after a few hours of pumping.

Charley,

o Glenn Bauer <[email protected]>

04/22/201011:33 AM

o To [email protected]

cc

bcc

Subject Re: Maalaea 5

Mike should complete the WCR. We will monitor drawdown in 4 and will submit the report to CWRM.

Yes, I guess we need a variance.

Thanks, Glenn

On 4/22/2010 10:12 AM, [email protected]:

Thanks, Glenn. I'm interpreting that to be a request for a variance, and I'll check with Roy -- looks fine to me. Just to verify -- we have not seen the WCRs for Well 5, and will need to see pump tests for both 4 & 5 using the other as monitor.

Glenn Bauer <[email protected]>

04/21/201004:52 PM

Hi Charley,

To [email protected]

cc Subject Maalaea 5

We have an interesting situation at Maalaea 5. Tomorrow I will drop off

a memo to you for the files explaining what has transpired. I'll leave it on your desk around 8 am since I have to visit Kaiser Honolulu at 8: 45 ...

Glenn

o LINDA LINGLE

GOVERNOR OF HAWAII LAURA H. THIELEN

CHAIRPERSON


CHIYOME L. FUKINO, M.D.

i

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

STATE OF HAWAII KEN C. KAWAHARA, P.E.

DEPARTMENT OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT

po. BOX 621 HONOLULU, HAWAII 96809

October 13,2009

DEPUTY DIRECTOR

Ref: 5131-02.pip


Dear Mr. Robertson:

Pump Installation Permit Waikapu South Well A (Well No. 5131-02)

Enclosed are two (2) originals of your approved Pump Installation Permit for the captioned well(s) that authorize permanen,t pump installation work for your well(s). As part of the Chairperson's approval, the following special conditions were added and are part of your permit under Permit Condition 14:

Special Conditions

1. If the elevation benchmark needs to be altered, the permittee, well operator, and/or well owner shall ensure that the benchmark is transferred (or the well resurveyed) and documentation of the new benchmark shall be submitted to the Commission within sixty (60) days after the pump is installed.

The permittee is responsible for all conditions of the permit. This includes ensuring the submission of a completed Well Completion Report Part II form within sixty (60) days after the pump installation work is completed. Be advised that you may be subject to fines of up to $5,000 per day for any violations of your permit conditions starting from the permit approval date.

Please sign both permit originals and return one copy to the Commission office for our files.

IMPORTANT - Pump installation shall not commence until a fully signed permit is returned to the Commission.

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

c: USGS MauiDWS

~ PUMP INSTALLATION PERMIO ~aikapu South Well A, Well No. 5131-02

I

Note: This permit shall be prominently displayed at the site until the work is completed

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled "Water Use, Wells, and Stream Diversion Works", this document permits the pump installation for Waikapu South Well A (Well No. 5131-02) at TMK (2) 3-6-004:003, Maui, subject to the Hawaii Well Construction & Pump Installation Standards (HWCPIS - February 2004) which include but are not limited to the following conditions:

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

2. No withdrawal of water shall be made other than for testing until a Certificate of Pump Installation Completion has been issued by the Commission.

3. This permit shall be prominently displayed, or made available, at the site of construction work until work is completed.

4. The pump installation permit shall be for installation of a 700 gpm rated capacity, or less, pump in the well. This permanent capacity may be reduced in the event that the pump test data does not support the capacity.

5. A water-level measurement access shall be permanently installed, in a manner acceptable to the Chairperson, to accurately record water levels.

6. The permittee shall install an approved meter or other appropriate means for measuring and reporting withdrawals and appropriate devices or means for measuring chlorides and temperature at the well head.

7. Well Completion Report Part II shall be submitted to the Chairperson within sixty (60) days after completion of work (please contact staff or visit www.hawaii.gov/dlnr/cwrm/resources Jermits.htm for current form).

8. The permittee, well operator, and/or well owner shall comply with all applicable laws, rules, and ordinances, and non-compliance may be grounds for revocation of this permit.

9. The pump installation permit application and, if relevant, any related staff submittal approved by the Commission are incorporated into this permit by reference.

10. If the HWCPIS are not followed and as a consequence water is wasted or contaminated, a lien on the property may result.

II. Any variances from the HWCPIS shall be approved by the Chairperson prior to invoking the variance.

12. The work proposed in the pump installation permit application shall be completed within two (2) years from the date of permit approval, unless otherwise specified. The permit may be extended by the Chairperson upon a showing of good cause and goodfaith performance. A request to extend the permit shall be submitted to the Chairperson no later than the date the permit expires.

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

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

Date of Approval: Expiration Date:

October 2, 2009 October 2, 2011

I have read the conditions and terms of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed and understand that I shall not commence work until I and the pump installer have signed, dated, and returned the per~it to the Commission. I understand that this permit is not to be transferred to any other entity. I also understand that non-compliance with any permit condition may be grounds for revocation and fines of up to $5,000 per day starting from the permit date of approval.

Installer's Signature: C-57, C-57a, or A License #: C-20115 Date: -------

Printed Name: Michael Robertson Firm or Title: Wailani Drilling, Inc.

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

Attachments

c •• ______ _


Mr. Michael Robertson Wailani Drilling Services, Inc. 110 West Uahi Way Wailuku, HI 96793

Dear Mr. Steele:

o o


COMMISSION ON WATER RESOURCE MANAGEMENT po. BOX 621


October 13, 2009

Well Construction Permit Waikapu South Well A <Well No. 5131-02)

/ LAURA H. THIELEN

CHAIRPERSON





Ref: 5131-02.wcp

Enclosed are two (2) copies of your approved Well Construction Permit for the captioned welles) that authorize well construction activities but excludes installation work for a permanent pump. As part of the Chairperson's approval, the following special conditions were added and are part of your permit under Permit Condition 17:

Special Conditions

1. Attached for your information are copies of the Department of Health's (DOH) review comments. Please note DOH's requirements related to discharge of effluent from well drilling and testing activities. Also, please contact the Noise Radiation and Indoor Air Quality Branch at 586-4700 to check compliance with construction noise permit requirements for this project.

Please refer to the Permit Processes Worksheet (transmitted with your acknowledgement letter) for further information regarding the process of drilling a well and installing a pump.

No withdrawal of water shall be made other than for testing purposes until a certificate of pump installation completion has been issued by the Commission.

Please sign both permit originals and return one copy to the Commission office for our files. For copies of the aquifer pump test worksheet, please call staff or visit www.state.hi.us/dlnr/cwrmlforms.htm.

IMPORTANT - Drilling work shall not commence until a fully signed permit is returned to the Commission. The permit shall be prominently displayed or made available at the construction site during construction. Be advised that you may be subject to fines of up to $5,000 per day for any violations of your permit conditions starting from the permit approval date.

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

c: Maui DWS (with applicable comments - DOH SDWB, WWB, CWB) Waikapu Properties, LLC (with applicable comments - DOH SDWB, WWB, CWB) USGS

.".-~-"--" .. ------------"-

Q o / WELL CONSTRUCTION PERMIT

Waikapu South Well A, Well No. 5131-02 Note: This permit shall be prominently displayed at the construction site until the work is completed

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled "Water Use, Wells, and Stream Diversion Works", this document permits the construction and testing of Waikapu South Well A (Well No. 5131-02) at TMK (2) 3-6-004:003, Maui, subject to the Hawaii Well Construction & Pump Installation Standards (HWCPIS - February 2004) which include but are not limited to the following conditions:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

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

This permit shall be prominently displayed, or made available, at the site of construction work until work is completed.

The well construction permit shall be for construction and testing of the well only. The permittee shall coordinate with the Chairperson and conduct a pumping test in accordance with the HWCPIS (the latest pump test worksheet can be obtained by contacting Commission staff or at www.hawaii.gov/dlnr/cwrmlresources-permits.htm). The permittee shall submit to the Chairperson the test results as a basis for supporting an application to install a permanent pump. No permanent pump may be installed until a pump installation permit is approved and issued by the Chairperson. No withdrawal of water shall be made for purposes other than testing without a Certificate of Pump Installation Completion. The permitted pump capacity described on the pump installation permit may be reduced in the event that the pump test does not support the capacity.

In basal ground water, the depth of the well may not exceed one-fourth (114) of the theoretical thickness (41 times initial head) of the basal ground water unless otherwise authorized by the Chairperson. If it can be shown that the well does not tap basal ground water then this condition may be waived after consultation with and acceptance by Commission staff. However, in no instance can the well tie drilled deeper than one-half (112) of the theoretical thickness without Commission approval.

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

In the event that historically significant remains such as artifacts, burials or concentrations of shells or charcoal are encountered during construction, the permittee shall stop work and immediately contact the Department of Land and Natural Resources' State Historic Preservation DiVIsion. Work may recommence only after written concurrence by the State Histonc Preservation Division.

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

The Well Completion Report Part I shall be submitted to the Chairperson within sixty (60) days after completion of work (please contact staff or visit www.hawaii.gov/dlnr/cwrm/resources_permits.htm for current form).

The permittee shall comply with all applicable laws, rules, and ordinances; non-compliance may be grounds for revocation of this permit.

The well construction permit application and, if relevant, any related staff submittal approved by the Commission are incorporated into this permit by reference.

If the HWCPIS are not followed and as a consequence water is wasted or contaminated, a lien on the property may result.

Any variances from the HWCPIS shall be approved by the Chairperson prior to invoking the variance.

The work proposed in the well construction permit application shall be completed within two (2) years from the date of permit approval, unless otherwise specified. The permit may be extended by the Chairperson upon a showing of good cause and good-faith performance. A request to extend the permit shall be submitted to the Chairperson no later than the date the permit expires.

If the well is not to be used it must be prorerly capped. If the well is to be abandoned during the course of the project then the permittee must apply for a well abandonment permit in accordance with § 3-168-12(f), HAR, prior to any well sealing or plugging work.

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

This permit shall apply to the location shown on the !!pplication only. If the well is to be relocated, the permittee shall apply for a new well construction/pump installation permit In accordance with § 13-168-12(f), HAR.

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

Date of Approval: October 2, 2009 Expiration Date: October 2, 2011

LEN, Chairperson ater Resource Management

I have read the conditions and terms of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed and understand that I shall not commence work until I have signed, dated, and returned the permit to the Commission. I understand that this permit is not to be transferred to any other entity. I also understand that non-compliance with any permit condition may be grounds for revocation and fines of up to $5,000 per day starting from the permit date of approval.

Driller's Signature: C-57 License #: C-20115 ---==--=--=-==----- Date:

Printed Name: Michael Robertson Firm or Title: Wailani Drilling, Inc.

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

Attachment

QMMISSION ON WATER RESOURCE MANAGEMffI ROUTE SLIP FOR PERMIT ISSUANCE 5/19/05

FROM: CHARLEY DATE: ~ilt'rJr7rt#trt SUSPENSE DATE:

ANAKALEA, P. --BAUER,G.

KUNIMURA, I. NAKAMA, L. NAKANO, D. CHING, F.

DANBARA, S. FUJII, N. GOODING, K.

-3-0HYE,M.

SAKODA, E. -2-SUBIA, S.

-1-HARDY, R. HIGA, D. ICE, C. IMATA, R.

WELL NUMBER 5131-02

~ WELL CONSTRUCTION

SWANSON, S. UYENO, D. YODA, K. YOSHINAGA, M.

ATTACHMENTS FOR WELL CONSTRU.,eTION PERMIT: 1 COVER LETTER -.::!....,;.... 2 PERMIT (2x) ../

COMMENTS: --3 SDWB ~

Approval Signature Wi 3 lmoon.'oo

Waikapu South Well A

4 WWB f,~ 5 CWB TO BE SENT TO APPLICANT

6 HEER 7 LD 8 HP 9 OCCL

~~ W~~HECK PRINTOUT j J( FOR OFFICE USE ONLY

~ PUMP INSTALLATION

ATTACHMENTS FOR PUMP INSTALLATION PERMIT: 1 COVER LETTER /.. 2 PERMIT (2x) ~

COMMENTS: 3 SDWB 4 WWB 5 CWB TO BE SENT TO APPLICANT

6 HEER 7 LD 8 HP 9 OCCL

10 SMA 11 GLENN'S WORKSHEET FOR OFFICE USE ONLY

PLEASE:

See Me -1-Review & Comment

Take Action Type Draft

-2-Type Final -4-File

Xerox __ copies

o Well Check Program 4/1/04 - Revised for update to Well Standards (February 2004)

Data Input

Well Number Well Name Ground Elevation Cement Grout Grouting Method Hole Diameter Total Depth Water Level Public Water Supply Well? Solid Casing Material Solid Casing Specification Solid Casing Length Solid Casing Diameter Solid Casing Wall Thickness Open Casing Length

Results

Well Depth Theoretical Thickness of Aquifer 1/4 Aquifer Thickness Depth of Well below Sea Level

Well Casing Minimum Wall Thickness

Material Minimum Thickness per standards Wall Thickness Provided

Minimum Length of Solid Casing 90% of ground to top of aquifer Length of solid casing Provided

Casing Material (for pvc only - check for 200' limit)

Annular Space Depth of Grouting

Calculated Depth of Grouting Depth of Grouting provided

Minimum Annular Space required Thickness of Annular Space

yes no

steel stainless steel

5131-02 Waikapu South A

positive displacement

lyes steel ASTMA139

steel

ASTMA139

o

778 778

24 830

10 Depth to water 768

not plastic

780 18

0.375 50

410 102.5

-52 okay Section 2.2

0.375 0.375 okay Section 2.4(b)

691.2 780 okay Section 2.4(c)

in compliance Section 2.4(d) okay Section 2.4(d)

500 778 okay Section 2.6(c) 1.5

3 okay Section 2.6(d)

pvc plastic abs plastic thermoset plastic other

steel ANSI/AWWA C200 API Spec. 5L ASTMA53 ASTM A139 ASTMA606 other

positive displacement other

steel public steel non public

e

steel ANSI/AWWA C200 API Spec. 5L ASTM A53 ASTM A139 ASTMA606 other

0.375 0.3125

o

stainless steel ASTM A409 other

pvc plastic Schedule 40 Schedule 80 other

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LINDA LINGLE .::~t""tOR 0; MAWNl

TO:

STATE OF HAWAII OEPARTM~NT O~ lAND AND NP.TUR,AL RESOURCES

COMMISSION ON WATER RESOURCe MANAGEMENT PO SOXe21

HONOLULU, MA,wA,1I !l&l(I8

September 2, 2009

Honorable Chiyome L. Fukino, M.D., DirectoT Department of Health Attention: lomas See, Chief, Wastewater Branch

.stuart Yamada, Chief, Safe Drinking Water Branch Alec Wong, Chief, Clean Water Branch __ ",r __

FROM: Gw Laura H. Thielen, ChaiI-person

Dr. Keith Kawaoka, Office of Hazard. v.,uaFion d mergency Response

1. Commjssion on Water Resource Management

SUBJECT: WeB ConstructionJPump Installation Permit Ap lcatlon Waikapu South Well A (Well No. 5131-02} tVV\~lt.).?, .4-~


We would appreciate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by retorning this cover memo form by October 2, 2009. If we do not receive comments or a request for additional review time by this date, we will assume that you have no comments.

Please find the attached maps to locate the proposed well, If you have any questions about this permit application, request additional information, Or request additiOnal review time, please contact Charley Ice of the Commission staff at 587-02 J 8.

C1:ss Attachment s

I}le r. ,'t· .:. ~ ell I, ~'" ""n-.,:~, IS p,,~n""'5 . ._, RESPONSE; ' .•. " 'W":~ .~. '(b)q~([t !,'<?{: ~f'c:ir~~ ,(J,.:'( (,'.-t ,r!",~~r.t':'()4 P:·"~I.I'''-::: .. ":);;..' 'r/I ?'\"" ( I Tjn, w.1l q ... hfi •• as • $OUroe whi~h w,lI ,.IVO .s a SOIlfC(; (If pctablo w;ller 10 $ public WlIl<r .)'.Iom (Q"Ii~~<I." >erVlng2S or mort j)j)OpI.c .\ \.~~\ 60 C '1.

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dey:; per )'eaJ' or has I S or Il'iOtt ~TVic~ ,onnc~tlons) and "U$t :r4!!!!C.~AVI! D~re~tor ofHeallh ~pp,roval ..ru.!N: to it5 use: to oomply with U:SWIU) Adro.,.t;\~mah ... ~ J

Rule~ (HAl<.), Tltl. II, Chop'.' 20.1'1I1C5 Ro:Iatmgtu I'ot~ble Waler Sy~teml, ~11·20·29

Tk .. "",II Goo. not qualifY •• "00-= '."'i.~ • publ'e ".Ier .y.tem (,.".".,.;lc5' .han 2S pe~pI<! or mere p<opl< at 1< ... ,6() days p<r ye •• or J; S~JVIC' oonn~t1o/U) ar.d Iflh. well Wiler IS U.I..o far dTlnkmg. (\Ie priv-IIte owner should tC$I (or: b*¢t.""l"ll'0aland chem'cal pres."o. b.,f~ •• ( ... I'.",g ,uch uoo and routlueJy monjtor the walCt q,uaJity 1h~rejl~~r However, 1f" fu!~ue pUnned us¢ nom thj~ 50un:::;~ l,OaelSCS.O meu Ihe: public. ws.t¢r *y,.tetn definJt10n Ihell Din:><>lor ofH,,~llh appn..".1 " reqUITed l!!!l!! 10 )roplementalto~.

If"thc woll -= u •• d 10 'upply both pOI.bk .00 non·pot.lblc P"Il'= III a smgle .y,lem. (he vser sllall elilllln"'e Q"OM-C<lnn""'H)n, ..,,~ bockflo\\! tOllttccllon& bJ; phY-ilcally $etJ"nlmg POt~bJ~ and non-potable SY!lftl'nS by en a1l" sap Or ••• pprcVlOd b~ckf)<>w pr.""Dt ... , .nd bt .Iea.ly ',bd,n!.11 '0"j>Qlat>lc Gptg.ots wllh Warn,ng "8l1' to pr.v"n; 1!Ild~rtent COiUumpl,QI! of lloo·put.ble water. Ba~~flow prt~etlUl>n dcvic¢~ should he 'Q~\ln~J) mspeel<:d andlC9lcd

Other relevant DOH rults/regul"hon.s~ lnft)rttl.$.t1o:n, Q'" rtcommCildatlQlli m arta'lllied

In tb. c\'(;1II th.1 the I"".ho. orth" weLJ changu ~UI IS ;;1,11 wldun Ih~ puoel de~cnbed Qn thiS appil(lI10n. O\I! division cQ."~$ (b.. ~omlnttl!~ to itlllix apphcobl •. al)d wo ~ ~Ot "oed 10 rtV,,,,,, the now I~eation

Contact Person: ~~.L:!~~J~~~~~~ ____ _ Phone: >8b '~4~~

Signed: ----r'VV"""""r-=-,....,,::!I..;;;::;::==;;:;J----- Date: 5'{'9 J U1 i )

SEP-30-2009 01: 51P~1 FAX: 8085854351 ID:DLNR CWRM PAGE:008 R=94%

... SEP-30-i!009 13:47 From:DOWSAFE WATER BRANH 8085854351 To:808 587 0219

.... ,'>

CWRM Application Source: Waikapu South Well "A" (Well No. 5131-02) TMK: (2) 3-6-004: 003

Safe Drinking Water Branch (SDWB) - Engineering Section

No comments. See attached private well information.

SOWB_Underground Injection Control (UIC) Section

1. Well driller information is missing 2. Check well section details (i.e. elevations) for accuracy

CWRM WiJ/I Application Standard Comments (SDWB) Verso 4/8108

SEP-30-2009 01: 51P~1 FAX: 8085864351 ID:OLNR CWRM PAGE:009 R=94%

-.. / SEP-30-'.e009 13:47 From:DOWSAFE W~~ER BRANH 8085864351 To:808 587 0219

WARNING! As the owner of a privately-owned well, you should NOT assume that water from your well is sate for consumption. It is your responsibility to make sure that your well water is safe to drink. The only way to dO this is to have your well regulatly tested for bacteriological and chemical contaminants.

There are no regulations controlling water quality in private wells senting individual reSidences as there are for public water systems (public or privately owned utilities supplying water to 25 or more people or 15 service connections). In other words, there are no enforceable limits for contaminants and no requirements for regular tasting. Private wells are often found in rural areas, where many activities such as om~ite wastewater disposal can contaminate the ground water.

u.s. eNVIRONMENTAL PtwTECTION AGENCY (EPA) RECOMME"DAT!ONS

The EPA recommends that private well owners test Iheir well water each year for such contaminants as Total COliform Bacteria, Nitrates, as well as any other coota,minants that may be of concern in your area. More frequent testing may be appropriate if you suspect a problem. EPA also suggests that you consider testing for pesticides, organic chemicals, and heavy metal$ before using it for the first time. Please refer to the EPA website On Private Drinking Water Wells at http;/Iwuw.epa.90vJsafewater/oriyatewells/faa.html

OTHER CONTAMINANIS

Water tasting can be very el(pensive. It is important that you spend time to identity what other potential contaminants may be of concern. Plealie refer to the EPA weosite on Private Drinking Water Wells at httg:J/www.epa.gov/satewater/prjyatewellsjWhatyo!J(;!aodQ.htm I for more helpful information. Be aware of what and how you use and dispose of household and garden cnemiCals. Also detenTIine the location of nearby septic tanks or cesspools, and agricultural Or industrial activities in the area. Gsneral information on known chemical contamination of ground water in Hawaii can also be found at th~ DOH webSite WtNW.hawaii,goy/heMhlenvirgl"lmental/w§terisdwb/conmaps/pdf/conmapS05.pdf

LASQRATORIES

Local commercial labOratories can be found in the yellow pages of the telephone book under "Laboratories, Analytical." Whenever possible, utilize a laboratory tflat is certified or approved for the specific drinking water tests and carefully follow their instructions for collecting, storing. and transporting the samples. Just be sure to ask the lab to use EPA approved methods for drinking water analysis. A list of labS certified or approved by the Department of Healtn can be found at wwW.hawatLgovlhealthJenvironmental/water/sdWb/sdwb!pdffTestina%20Labs.QQf.AS laO certification status changes constantly, confirm their s1atus when yOu contact the lab. Please note that the list is limited to currently regulated contaminants il"\ pUblic water systems.

RESULTS

Once the Ia.b provides you with the test results, you will be in a better poSition to determine if your well water is sate to drink or what contaminant you need to treat for. Generally, you ShOuld compare the results with Federal (www.eoa.gov/safewater/mcl.html) and State ():yww.hawaii·aoy/bealth/environmentallwater!sdWb/sdwb/pdf/State%20MCLpdf) drinking water standards. Where your test results are greater than the State or Federal maximum contaminant levels, your well water should be considered as unsiW! for consumption.

SEP-30-2009 01:51PM FAX: 8085864351 ID:DLNR CWRM PAGE:010 R=94%

(Pl/1QQ,3

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LINDA LINGLE LAURA H. THIELEN GOVERNOR OF HAWAII CtWftI'!ftSON




SUMNER ERDMAN NEAL S, FUJIWARA

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

LAWRENCE H. MilKE, M 0 , J.D.


September 2, 2009 / '09 SEP -8 P3 :34 Mr. Jeffrey Hunt, Director Planning Department County of Maui 250 South High Street Wailuku,HI 96793

Dear Mr. Hunt:

Special Management Area Use Permit Requirements for Well Construction/Pump Installation Permit Application

Waikapu South Well A (Well No. 5131-02)

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

We would appreciate your comments on the captioned application with regard to the SMA permitting requirements specific to your division. Please respond by returning this cover memo form by October 2, 2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume you have no comments.

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

CI:ss

RES~NSE:

~ This well pro' and [ ] is

'1/ZS/d/ equires oes not req re a SMA. If a SMA is required it [ ] h~ not been approved

ot currently active.

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

/NO objections

~ Other comments:

Contact Person: ~e ~k..e~ Phone: ~ 10-71 ~O

s~.&~ Date: 1/uJD7

-I o o

"Venus Bolosan" <[email protected]. us>

To <Charley.F.lce@hawaiLgov>

ec

09/23/2009 03:49 PM bee

Subject Waikapu South Well A (Well No. 5131-02)

Aloha Charley!

Please see attached.

Mahalo,

Venus P. Bolosan Office Operations Assistant County of Maui-Dept. of Planning; Current Division phone (808)270-8063 or (808)270-8205 (general line) [email protected]

County of Maui.

IT Security measures will reject attachments

larger than 12 MB, and will block or quarantine

high-risk file types in attachments.

CommentsCWRM.pdf

, ' ,

LINDA LINGLE GOVERNO~ 0,- HAWAII

o


COMMISSION ON WATER RESOURCE MANAGEMENT P,O. BOX 621

HONOLULU. HAWAII 96809

SUMNER ERDMAN NEAL S, FUJIWARA

CHIYOME L FUKlNO. M,D, DONNA FAY K KIYOSAKI. P,E LAWRENCE H MilKE. MD. J 0,

KEN C, KAWAHARA. P,E, DEPUTY DItECTOR •

September 2, 2009 / '09 SEP -8 P3 :34 Mr. Jeffrey Hunt, Director Planning Department County of Maui 250 South High Street Wailuku, HI 96793

Dear Mr. Hunt:

UEP'T CF ? 6,0

Special Management Area Use Permit Requirements for Well ConstructionlPump Installation Pennit Application



We would appreciate your comments on the captioned application with regard to the SMA permitting requirements specific to your division. Please respond by returning this cover memo form by October 2.2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume you have no comments.

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

CI:ss

RESIYNSE:

~ This well proje,S$. ~ires [ ] does not require a SMA. If a SMA is required it [ ] has ~ not been approved and [ J is ~ not currently active.


[ ) No objections I ~o W Other comments: flease ~;+ ~n SMA ~ t ~.

Contact Person: ~e :Th'8C'ke ~ Phone: ~ jO-71 ~O

s;~ Date: 11u/D1


TO:

FROM:

SUBJECT:

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September 2, 2009

Morris Atta, Administrator Land Division

Ken C. Kawahara, P.E., Deputy Director ~ L-Commission on Water Resource Management r -Well ConstructionlPump Installation Permit Ap lication Waikapu South Well A (Well No. 5131-02) TMK (2) 3-6-004:003



CHIYOME L FUKINO, M.D. DONNA FAY K KIYOSAKI, PoE.

LAWRENCE H. MilKE, MD, J.D.



We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by October 2, 2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume you have no comments.


CI:ss Attachment(s)

RESPONSE:

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

A water lease/permit is not required of this applicant. ,... -KXI

[ ]

[ ]

[ ]

• oX A water lease/permit has been obtained by the applicant through lease no. ---------~6I"",.~' ex rr1 :;:0 c:;; ::0 -0 (") tJ) r'T1

f,

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

No objections

Other comments: Original source of private title is Grant 2081 issued to statehood.

Contact Person: Gary Martin Phone: 587-0421

-------------------

Signed: ______ ~"---'II~--+-'7??--~--'--'''--' ____ _ Date: SEP 4 2009

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-----------

S e p, 14, L I) 0 9 1 0 : 39 AM DOH-HEER OFFICE E08-536-7537

lINDALlNeL~ CiO""~NO(f 6F ~AW'Ir."

TO:

REC[IVED DEPART HENT OF HEALTH

lOOq SEP -q P I: 08

HEER OF F I CE STATE OF HAWAII DEPARTMENT OF LAND AND NATlIRAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.o. BO)(€Ll

HONOLULU. HAWAII 96008

September 2, 2009

Honorable Chiyome L. Fukino, M.D., Director Department of Health Attention: Tomas See, Chief, Wastewater Branch

Stuart Yamada, Chief, Safe Drinking Water Branch .t}:lec Wong, Chief, Clean Water Branch

\t>r. Keith Kawaoka, Office of Hazard v Illation

~o, 35'9 P. 5

LAURA N. THIELEN C.1UJP,·5:!:I90N


CHIYOME L. F'UKlNO, MD, DONNA FAY K KI'IOSAi('. P.E.

IAWRIONCE H. MUKE, M.[I" J.O.

~N r:. KAWA~ARA. P,E. O"..J"UTt'Dl.laU::TCR

mergency Response

FROM: llw Laura H. Thielen, Chairperson 1.. Commission on Water Resource Management

SUBJECT: Wen ConstructionIPump Installation Permit Ap Waikapu South Well A (Well No. 513 J -02)

Transmitted for your review and comment is a copy ofthe captioned Well ConstructionJPump Installation permit applicatiOll.

We would appreciate your comments Oil the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to yOUl' department. Please respond by returning tbis cover melDO form by October 2,2009. If we do not receive comments or a request for additional review time by this date, we will assume tluit you have no comments.

Please find tbe attached maps to locate the ptoposed well. If you have any questions about this permit application, request additional information, or request additional review time, please contact Charley Ice of the Commission staffat 587-0218.

CI:ss Attachment( s)

RESPONSE: [ l

r 1

[ 1

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lhi~ wo" q •• lifi .. as a aoac" which will 5erv~ 8! a sOUle" ofpulibl. \V~ler 10 a public walk sy.C~m (defined as seNina 25 or rnoropeoplo ar 1 ... 160 doya po, Y"" "' ho. 15 or more ,esvice oonn.elion,) ."OIllUBI recci"" Dir .... '" .;.fH •• llh approvall!!!!!!: to i .. vs. to comply with Haw,ii Adminiitiative ll.liIos (f/!.R). Tille I I, Chapter 20. R.I~ l!.elaling to Potable Waler Systern~. § 11-20·i9.

This won do., not qualify ••••• \IIce •• rvin!; a public "ale •• y$l~m (aervea Icsslhan 25 poojXe or mOle people 811e.,160 day; per reat Or 15 SeMce oollne«ioas) i'.:! iflhe well waICl';$ u~ed rtlr .uinking. tho priyale o'''''.r .h"rd !eBI for ~ele"ioro~!c.1 >rtd ohcmical p<.,.uoc~ 6.r"ro initialing £uch uoe 'Qd routInely mDIUM the war.or quality Ihereaflr.t. HoI""".'. ,r NIIIIO plann~d usa from LIIls source Inc.-caS,,; to .lII!ellhe pubh~ wale,. $Y&lm. d.lini!ion Ib.n Dir ... cr .fH •• llb approval i. (&<!u".d P.Il!t{ 10 impltmentatioo.

If I •• well ii lISed 10 mpply tOlh JI(ltabl. ~nd non.polabl/> ~llI)l6se. in .. lin~le 'yslom, the u ... r $b.1l ~Jiminalc Clo,~·eW\n""IiQns and backflow conn.clio .. by physic.lfy ,eparaliJIg potabl" ODd non-pol able syslems by a,.. aic BOP or HII approved bacldlow pm'enl~r. and by <Judy 1aboling all nonpo(able 'pigol' with warnill8 ~il!n' ((I pr~""nl illad~ortenl cOII,ump!ion afnon-polable "at.,. s..tkOow prevenlio" devio.s should be rOl.lli.ely in'peeled and (e!llei!.

II doe~ 1101 appear (h~t Ihls well will be u~d tOr ~Qn8Umplivc purposes iIod i$ n()1 subject 10 Saft D(iill:ing Waler Regulalion~

I'or the applJC.iOCi iaform,lioD. a source ofpo~sibl. wnlewalcr conlamiootiolll [ [i. 11 is Dol localod n ... nh.I"opo,ed well silt (illfamulion Rltached).

An Nl'DES permit is required.

Olh., r.l."'~1 DOH rule5/r~gul&tioni, intonmllon. or recommend.lion • ..-o ,"aQb~.

In tbe eve"' thar rh.looaIlQ~ of the well ch."'E'" bill i. stiU \¥ilbin!he parcel desoribed on lhis applicalioll, Ollr diviSion conlidetg rhe tomlll~nts to .liIl be ~pplie<llb~. and we do n~1 need to te'l'i.\v Ihe new locAlion.

r)( No c:omrfleDl&lobjections

Contact Person: kJ Lb rd. Pol '0\ if

Signed: ~4&c/ iJ.i~ Phone: 5J«,-02$t;j

Date: 9/t¥/~C5DC;

SEP-14-2009 10:38AM FAX:808 586 7537 ID:DLNR CWRM PAGE:005 R=95%

rrl/:Nr OF fir: D~TIJ'" 't)EPARTMn:T OF HEAL:T ;E!~'~T:-,:: c: . .A>"'~", •.

o LINDA lIN~/; S~· ::. ".':' i\":: ~ ~ !'288t sr'p' .

GOVERNOR OF HAWAII &..9 LAURA H. THIELEN CHAIRPERSON

Z009 SEP 9 ArlIO 2~ SUMNER ERDMAN NEAL S. FUJIWARA

CHIYOME L. FUKINO, M.D.

TO:

FROM:




September 2, 2009

Honorable Chiyome L. Fukino, M.D., Director Department 'If Health Attention: \romas See, Chief, Wastewater Branch

Stuart Yamada, Chief, Safe Drinking Water Branch Alec Wong, Chief, Clean Water Branch Dr. Keith Kawaoka, Office of Hazard v luation nd

nw Laura H. Thielen, Chairperson '\ Commission on Water Resource Management

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


SUBJECT: Well Construction/Pump Installation Permit Ap Waikapu South Well A (Well No. 5131-02)


We would appreciate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by returning this cover memo form by October 2,2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume that you have no comments.


CI:ss Attachment(s)

RESPONSE: [ 1

[ 1

[ 1

[ 1

[ 1

)4 [ 1

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

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

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

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

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

An NPDES permit is required.

Other relevant DOH rules/regulations, information, or recommendations are attached. One-Stop database screen

In the event that the location of the well changes but is still within the parcel described on this application, our division considers the comments to still be applicable, and we do not need to review the new location.

No comments/objections X! Contact Person: Roland Tejano, Eng. on Maui

~~--------~--------------------~--------

Signed: ~ ~ trh 0"7thtt.

,""~'~~'n!I!I!._''''' __________ _

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;l!i1.q~,,~:.;.' ~ Site Info I ~ IWS Systeml g Documents i ;i;I BPA j [3 Notes I " j j,," ~ ,

I Al!l!lication Information I Pe""it ID: 4139.

1.:-----.-------------------. IWS Type: I Septic Tank vi r--------------------~

Assigned To: I Tejano, Roland ."".

Legacy File#: 0 Island: (ii;~ __________ -= __ -,-'!J Soul"Ce: WWB

eHawaii ID: 0 r--------------------~I

Status: l!'lan Appro~e.~ .~ Description: I 1

I Project Information I I Review Information I Engineer: I Linda V Taylor -vl ~ Submit Date: 13/23/2009 1

TMK: 1229011009 1 t Reviewed: 13/24/2009 I I'I,M. IW S may be within 1,000 ft. of a potable Plan Approved: 19/9/2009 I'Hi. well

Street Address: IHanavan.a 1 No Final Approval Ltr: I Street Address 2: I 1 Inspection Date: I

Suite/ Apt.: I I Final Approval: I I'I,M. City: IHana 1 Te""ination Date: I I·m'!. State: Hawaii

Zip Code: 196713 1

I Payment Information I Payment Type: ICheck-3 Check Number: 1904 I Amount: 1100.00 I Check Date: 13/20/2009 I Payor: lUnda Taylor 1

I~UIIIIIIII~1 1111I~UlilHIII -Added By: rtejano 3/23/20092,10 PM Last Modified: rtejano 9/9/2009 10,12 AM

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Address [61-htt~;II~~~~It~~~~Sto;'~~E~~il;M~d~:-&fil~M~d-;ID-=------- .-. ----.----------------------------.----------------~1 m Go Link,; » ~,

"'\!7 • [ ~jWebSearch" r.Bookmarks. rSettingp ~Mail • OAddressBook • _Calendar • ~Notepad •

"(') Home I BPA • Enfon:ement I Complaints • WWTP .. ",:.. ~ Variance ~Land Use • Sludge e Reports ~ My Profile

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cesspool Cards j.J Find Card

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Site Information

I Property Owner I First Name: \RoHana

~===========~ Last Name: \Ramos

:=============~ Street Address: IHanavana

Street Address 2: ~====================~ SUite/Apt. Number:

City: \Hana :========i'

State:

Zip Code:

Email Address:

Use Project Address: [EJ

1 Dwelling Information 1

Lot Size (sq ft.): 1840708

CPR Lot:

Dwelling Type: I~N_e_w_D_w_e_"_in~9~_____ ~ Existing IWS:

# of Existing IWS:

Othel" Wastewatel" Bldgs:

Total Bedrooms: r5-B~;;O-;;:;---- ------;.1 Designed Flow Rate (gpd): 11000 1

Building Type: l Residentia-'-_____ v] LCC: IT:] Potable Well within l,OOOtt? IT:]

Added By: rtejano 3/23/2009 2:10 PM Last Modified: rtejano 9/9/2009 10:12 AM -i1 http://onestop.eha.local/wwb/Permits/permItFacility.aspx?permltID=c702dad9-2256-'1d'l3-9659-of611b7b558c8d9IeNumber=O&TB=tabFacd • Internet

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IWS System Infol"mation

!Septic Tank Infol"mation!

Septic Tank Liquid Volume: I.:ll-=2-=5.;;..0 ____ --'! gallons

6" Inspection Port(s) to grade: rJ Manhole openings brought to grade: rJ Remarks:

EHisting 3 bd SFD/afterthe fact permit/pending approval

Manufacturer: [ct;;;;:;T~iner of Hawaii "riJ Disposal Type: [i:.d ______ _~

verify illegally installed bed as per engineer(32H9=288)(22H38)/chambers need to abutt each other

! Soil Profile Information!

Percolation Rate: 120 Minimum Soil Absorption: 12 1 0 1 sf/bd 3' Groundwater setback: 0 Isoil Absorption Infol"mation!----------------------------------,

SOl' Absorption Bed Sod Absorption Tl"enches Seepage P,t

Length: 138 Length: 10 Diameter: 10 I Depth: 10

122 10 r-

~ Width: Width: Lining Type: I I

3' Soil Replacement: [EJ Num. of Trenches: 10 Access Opening: 10 I inches

3' Soil Replacement: rJ Cover Diameter: 10 I feet

6" Inspection Port: 0 Added By: rt"jano 3/23/20092:10 PM Last Modified: rt"jano 9/9/2009 10:12 AM -

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I Comments",! Attachments '\,

~. ~ __________________________________________________________________________ ~, ~l

~DIVIDUAL W~WATER DEstGN FOR; ROXANA. RAMor" TMK:(2) 2 .. -011:_ JIon-v 30. 2001

NEW 1210 GALLON iAPMO CERT. SEPnCTANK.REMOYEEQSnNG SEPTIC TANK- BRING MANHOLeS TO GRADE & SecURE OR WITHIN 12" AND MARK. SEE NOTES

TRIBUTION BOXES 2 : BRING e· MIN INSPECT. PORT TO GRADE. SET FLOW LeVELER T

• MIN 75% to NEW BED.

S-aEOROOM S()jl ABSORPTION BEDS: EXISTING BED: 2t6 Sf·15 H·,O INFILTRATOR CHAMBER$. 13 FT WU)£ X 32' LONG· NEW BEO:110 Sf. 22 FT WIDE X 38 FT LONG· 4-lINES, e' APART, 3' FROM SIDEWAlLS OR INFILTRATOR CHAMBERS (MINIMUM): U Q36 or a H·10 or 72 QulcU wiIh conti_ fi' .... fabric SEE DETAILS ·.pprox. dim.

IIOTU, 1 CIQ"lr'Kb)r.h.~Mt_ andHClCfI'CMI'II .... tamtllr~ ..... ttU"9~ .... tftd .-to M ~ CoJW~ ~..."" ''''~. ilMtl1, sa. ,......... and candaanl. cI.JillIIb", JINdu,. tR4 1,1"'" end """'I' .... Eng __ to~'....,d ................ """"u_ 2 E .... _ ... 'WS"' .. __ Al __ ._ ... ___ _ l C-Eop_48 __ ID __ .

" ............... -...y .. i.""'...-_"""'_ .. 6. $epUC III .... ~ ~ lOP M ..... ttvried "* ;"ftIJ"tIltrln 12 nctt" betO« the tlnall anllkt or tH'OugN ItOS1'MI'I""lIII!(;UftiII ,Uf...-: .... rNlnhallfIOIItrathllt ... ~.~t0ftt4t)'Oeol~t IN,..f, "...C..,.,.~ or GIS ~WIft Itf1heGOWr For IIIII»C tJf* mantlll"aMllSDrDIJ9fIl1O •• ,1heawor ..... be .......... t:>.,...... ...... Grir .... ~~01.".. .... AllMllllClJlntmanf'!aIe __ ..... _ .. _'_ .. om -...rlllOlO ... ond"" ... """' ....... "" ... -.,..,. ... I.fIIIQftt tNlw .. ..".. 4 ...... 0: 11""'1''11111'" sepbclliInIrI ....... ..,ung. (trW*"Io''''''' 20 n:b ...."... D.,.nl'Q.I. t:cr MpHc IaIdq, 1tI.., tI..,..",*,« h'S ,"_ted In 1hem, thI mlftflDlII.1tIe eM.,. encJ ofltte -.ctaM I"" be ~110 or .. .and tbI: Nho. COtrtt MCUfed ~ ........ I"fte a tum .... lOdDHbn. 8. If. dfllnllubOn tJOIII ar""" II uWd • ,*,",eaant .~ port ....... mr..m oft 1I"ICh •• """ter "'" I>o_ .. "'"' .... _bnl .... I0 .... _~.""_ ...... _~""' .. _ 1.S...-.... _ ..... _" .. ....

e. p."..", tl'ambutt:lmg1DtMIlllld frcmtiIM IOd6ll,."ullofI_ muM ...... W\f"HnItm .... of ..... '* __ If u.. .... ~ , .... ,.,. aM '" dtllnDUIJOtI bai DOIOdt r,.r rect, CQlntlta ht E'ngiftMt .......

EXlSTlNGBED TO REMAIN

SE!IIAC!<Ji flutLOlf'tG$ 5 FT PROPERlY UNES: 5 FT lAAGE TREES. 10 FT STReAMIOCEAN 50 FT

~ ..,~~~~~~~~--• - ......... ""' __ 01""'_ .................. bo ........ __ ... _ ... ., ~tuI .... _ ..... """ .. 'ho ... "' .. _ ... hcf1..., .......... __ on ... -.. r .. E __ I>o_oI ... "'"-.. ""' ... .,...,......., 10 OuIIIde ..... ",. ...... IJIloIIIIIPIiC'lMt. t9

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fa\. Linda Taylor Engineering. Inc. '-..J Pod: Of:rw:C'~ n', 14 ...... *1, ..... n, H~" SITE PLAN ~ I SCAlI.. t--:I: 30

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t 09-10-20~ O~EOpm From-DEPT OF HEALt~~ENVIRONMENTAL ~G~ 8085864352 T-547 P.004/005 F-679

STATE OF HAWAII OEF>A~TMENt OF LAND AND NATURAL RESOUR.CES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O,1I0X$~'

HO",OLULU, HAWAII 98809

September 2, 2009

SUMNER "ROMAN NEIlL S. FlJJIWAAA

CHI'yOME L ~UKINO, MD DONNA FAY It, KlYOSAKI, PE

LAWRJiNCE H. MIlKE, M.D .. J O.

KEN C. KAWAHARA, P.e. OEf'U''J''Y eMtEC10"

2889 SEP 9 9:02A~

TO: Honorable Chiyome L Fukino, M.D., Director Department of Health Attention: Tomas See. Chief, Wastewater Branch

SJuart Yamada, Chief, Safe Drinking Water Branch ..Alec Wong. Chief, Clean Water Branch

FROM: I1w Laura H. Thielen, Chairperson

Dr. Keith Kawaoka, Office of Hazard, -V,lua;p:ion d mergency Response

1 Commission on Water Resource Management

SUBJECf: Well Construction/Pump mstallatioll Permit Ap lcatIOn Waikapu South Well A (Well No. 5131-02)

Transmitted for your review and comment is a copy ofthe captioned Well ConstructionlPump Installation permit application.

We would appreciate your comments on the captioned application for any conflicts Or inconsistencies with the programs, plans, and objectives specific to your department. Please respond bl" retufnin this cover memo form b October 2 2009. Ifwe do not receive comments or a request for a ItlOna review Ume y t IS ate) we will assume that you have nO comments.

Please find the attached maps to locate the proposed well. If you have any questions about this permit application, request a.dditional informa.tion, or request additional review time, please contact Charley Ice of the Commis~ion staff at 587-0218.

Cbs Attachment<;s)

RESPONSE:

f 1

( l

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[ 1

I]

[~ 11

ThiB well qualifi~! liS I sour~~ wluch will at;(Vt; ti II. 50uttt of plllabL. w"' ... 10 " publio Wl>!er ~YSI= (dcfiacd as 8C1'Vi~g 25 01" more peopI. at least 60 da)'S per ycat Dr has J S OJ" mo(c iCNNc. CQ'l1Ioctions) a../l must r.c".v. PireClar of Health approval iI.Iiu 10 i16 ~ to tOmply w,\h f:l"Iwnii Admit.is"'",iv" Rul •• (HAR). Tid. I I, Chal"'" ~O. Ru",.lt.>klt~.o PO'.!>]" W",.r Sy.'",.. •• §I1-~0-2~

This well d~, Dot qualify lIS n SOIlrQC serving a pl1blic watcr sY8l= tsar.es I~s. than 25 ptl(>pl. or 1II()re people at lcast 60 days p ... yo..,. or 15 urvi •• ~onn.crion.) and if rhe well wat ... ill used {tt, drinking. th.o priva,,, <lwnor .hG .. 1d I.,., for l>a.,.<iologi<:al 8ild c~mical pr ••• n"~ bofQJ"f:I iniriatiDg sllck use and roulilleiy morulllr Iha walBr II.llalil} lhoof.aft.... ~/() __ • if mtme plaNlcd use from this ."w·Ctl i __ ", \Q m ..... t the plwlio WaLer .Y8[O", definition I~n Pir~lor of H,,~llh ~"prDv~ll~ Rqllired ~ to implemcOlation.

11th.:: wdl iSlI8cd to supply bo\hpotable IIrId Ilon·pot~bl" plltpO;e, in ~ 'insl~ .~y>t.m. the U!IeI" shan olimi .. ",,, Cto~~QI1I1~ytion~ and baclcflaw ognncctiQrl5 by plly~iq.\ly $Cp;>T;lling pOlilble and non·potable systems br IIlI air gap or &1'1 ~pp-ovod boiolctlQW preventcr. and b) clolltly IlIbtding ~lIl\oll· potable spieOtl; wi,h _mine "\!JIs to prevem inadvcncnt cllllsulIlptio~ of non-poXabl. "';Q~. a~l7kt1ow pieVeDlion devices slIould b. fO\;ti~l:'ly imp;or=d iInd tested.

It docs 1101 appeiu' [hit tl~S 'wt;II "'ill ~,,~d !o,,,,,n.wnpltvo purpo .... lind l' _ oubjeotlo S.f. Dl .... kin8 'wata' R"sul~lioo •.

For tbe 1IP1llicallt's informatica'!, 8 source of possible waBleyvatOt e<l"llorniB~lion I lilI II is Dot Io.:aICd lItif dl~ p"oposed well ~it. (informatIon lllsehed).

An NPDES pennit is requi~d.

Other r;lcvant DOH rulestreguiati0ll6.lnfotmll,tiod. a.- t.~Omm"D""lIDn> "'" 4tt""hll<l.

In 'h'" evenl t1mt th~ I<lO,1110n oftbo; w~ll ;hIlDBCI but il sliD within the patC(;1 d~scribod on lIti. ""I'h~tion. aliT division <>ousideta tha COII'/Ilo_ to &lill be applicable. and we do not Deed to review dld I)ioW loe~i"lI.

( 1 No commant:liobjeGlioo>

Contact Person: dbdJAlrlfJJ L,.~ Phone:

Signed: -----I-(J'--I-~-=---~-F~. =----- Date:


09-10-2~9 ~:29pm

Fax to: Company:

Fax No.:

From-DEPT OF HE~ENVIRONMENTAL UNGMT 8085864352 ~ T-547 P.OOl/OOS F-679

PAX TRANSMITTAL .State of HawaU Department of Health Environmental Management Division

Clean Water Bl'anch - EDgtaeeriDg Section Phone No.: (808)586-4309

Fax No.: (808) 586-4352

Mr. Ryan hnata/~.~CbarleY ke) Ms. Denise Mills Date: -:; ·lO. O~ Commission On Water Resource Management Fax from: Joanna L. Seto tP Department of Land and Natural Resources V 587-0219 Total Pagest inel. cover: 2+3

Subject: WeD CODStrudionJPump Installation Permit Appllcation(s) WeUNo(s). 1Z.21 -IS, 5'"111-02.. 5i~"2..-0, , }

The Department of Health, Clean Water Branch (CWB) has the following comments:

1. For Well-Drillitig Activities

Any discharge to State waters of treated process wastewater effluent associated with well drilling activities is regulated by Hawaii Admlnistrative Rules (BAR). Title II, Chapter 55, Appendix I, effective October 22,2007, and compiled June IS, 2009. Treated process wastewater effluent covered by this general permit includes well drilling slurries, lubricating fluids wastewater, and well purge wastewater. This general permit does not cover well pump testing. The applicable Notice of Intent (NOI) Forms and filing fee shall be submitted at least 30 calendar days before the start of discharge to the:

Department of Health Clean Water Branch 919 Ala Moana Bou1evard~ Room 301. Honolulu, Hawaii 96814-4920

The eWB-NO! Forms are available online at http://www.hawaii.govlhealth/environmentallwater/cleanwaterlforms/~enl-index.htmL Inquiries may be directed to the CWB at (808) 586-4309 Or by fax (808) 586-4352.

2. For Well Pump Testing

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

SEP-10-2009 04:27PM FAX: 8085864352 ID:DLNR CWRM PAGE: 001 R=96%

09-10-2009 04:29pm From-DEPT OF H~ ENVIRONMENTAL UNGMT

"-Mr. Ryan Imata I Mr. Charley Ice / Ms. Denise Mills Commission On Water Resource Management

8085864352 T-547 p" 002/005 "'--679 ~

,,'" FAX TRANSMITTAL

" Page 2

3. For Construction Activities Disturbing One (1) or More Acres of Total Land Area

By HAR, Title 11, Chapter 55, Appendix C, effective October 22. 2007, and compiled JWle 15,2009, an NPDES permit or Notice of General Pennit Coverage is required before the start of the construction activities that result in the disturbance of one (1) Or mOre acres of total1and area, including clearing, grading. and excavation. The tow land area includes a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under a larger common plan of development or sale. An NOr (see Comment No.1, above) shall be suhmitted 30 calendar days before the start of construction activities.




Dear Mr. Robertson:

o o




September 2, 2009



CHIYOME L. FUKINO, M.D. DONNA FAY K. KIYOSAKI, P.E. LAWRENCE H. MilKE, MD., J.D.

KEN C. KAWAHARA, P.E. OEPUTY DIRECTOR

5131-02. wcpia.acc

Well Construction/Pump Installation Permit Application for Well No.5 131-02

We acknowledge receipt, on August 26,2009, of your completed Well ConstructionlPump Installation permit application and filing fee for the Waikapu South Well A (Well No.5 131-02). You can expect your application to be processed within ninety (90) days from this date.

For your information, the attached table describes the process, responsible parties, and deadline requirements for drilling or modifying a well and installing, modifying, or replacing a pump.

By this acceptance letter, we are also notifying the well operator/landowner that water may not be pumped for purposes other than testing until the certificate of well construction/pump installation completion letter is issued to the well operator and landowner. Additionally, the permitted pump capacity described on the pump installation permit may be reduced in the event that the pump test does not support the capacity. No certificate of pump installation will be issued until the Commission has determined that the pump capacity will not have adverse effects on the aquifer, other nearby wells, or streams. In other words, you may need to remove the pump and install a smaller pump at the Commission's discretion before you can withdraw water for purposes other than testing.

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

Cl:ss Attachment

c: Waikapu Properties, LLC Austin Tsutsumi & Associates

Sincerely,

NC.KA~ puty Direi~H

o o LINDA LINGLE

GOVERNOR OF HAWAII LAURA H. THIELEN

CHAIRPERSON

TO:

FROM:




September 2, 2009

Honorable Chiyome L. Fukino, M.D., Director Department of Health Attention: Tomas See, Chief, Wastewater Branch

Stuart Yamada, Chief, Safe Drinking Water Branch Alec Wong, Chief, Clean Water Branch Dr. Keith Kawaoka, Office of Hazard v luation

I1w Laura H. Thielen, Chairperson t Commission on Water Resource Management


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



mergency Response

SUBJECT: Well Construction/Pump Installation Penn it Ap Waikapu South Well A (Well No. 5131-02)

Transmitted for your review and comment is a copy of the captioned Well Construction/Pump Installation pennit application.

We would appreciate your comments on the captioned application for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by returning this cover memo form by October 2,2009. Ifwe do not receive comments or a request for additional review time by this date, we will assume that you have no comments.

Please find the attached maps to locate the proposed well. If you have any questions about this penn it application, request additional infonnation, or request additional review time, please contact Charley Ice of the Commission staff at 587-0218.


RESPONSE:

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

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

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

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

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

An NPDES permit is required.

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

In the event that the location of the well changes but is still within the parcel described on this application, our division considers the comments to still be applicable, and we do not need to review the new location.

No comments/objections

Contact Person: Phone: --------------------------------------------Signed: ________________________________ ___ Date:


TO:

FROM:

SUBJECT:

o o




September 2, 2009

Morris Atta, Administrator Land Division t Ken C. Kawahara, P .E., Deputy Director L-Commission on Water Resource Management

Well Construction/Pump Installation Permit Ap lication Waikapu South Well A (Well No. 5131-02) TMK (2) 3-6-004:003

LAURA H. THIELEN CHAIRPERsON




KEN C. KAWAHARA, PE. DEPUTY DIRECTOR


We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by October 2, 2009. If we do not receive comments or a request for additional review time by this date, we will assume you have no comments.



RESPONSE:

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

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

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

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

[ ] No objections

[ ] Other comments:

Contact Person: Phone: -------------------- -------

Signed: __________________ _ Date: --------


TO:

FROM:

SUBJECT:

o o




September 2, 2009

Dr. Puaalaokalani Aiu, Administrator Historic Preservation

Ken C. Kawahara, P.E., Deputy Director Commission on Water Resource Management

Well ConstructionlPump Installation Permit Ap Waikapu South Well A (Well No. 5131-02) T

IicationrL

: (2) 3-6-004:003




LAWRENCE H. MilKE, MD., J.D.


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

We would appreciate your comments on the captioned application with regard to the programs, plans, and objectives specific to your division. Please respond by returning this cover memo form by October 2, 2009. If we do not receive comments or a request for additional review time by this date, we will assume you have no comments.

Please find the attached maps to locate the proposed well. If you have any questions about this permit application or request additional review time, please contact Charley Ice of the Commission staff at 587-0218. If you require additional information regarding specific information that can be provided by the applicant, please contact the applicant directly at the contact information provided on the application form.

CI:ss Attachment(s)

RESPONSE:

[ ] This is a [ ] public (county or state) project [ ] private project and [ ] will [ ] may disturb historic sites,

[ ] We concur that the work described under this permit will not disturb historic sites.

[ ] We do not concur that the work described under this permit will not disturb historic sites. We require the following for our concurrence:

Contact Person: Phone: ----------------------------- ---------

Signed: __________________ _ Date: ------------

UNDAUNGLE GOVERNOR OF HAWAII

o o




September 2, 2009

Mr. Jeffrey Hunt, Director Planning Department County of Maui 250 South High Street Wailuku, HI 96793

Dear Mr. Hunt:

Special Management Area Use Permit Requirements for Well Construction/Pump Installation Permit Application





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



We would appreciate your comments on the captioned application with regard to the SMA permitting requirements specific to your division. Please respond by returning this cover memo form by October 2, 2009. If we do not receive comments or a request for additional review time by this date, we will assume you have no comments.


CI:ss

RESPONSE:

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


[ ] No objections

[ ] Other comments:

Contact Person: __________________ _ Phone: --------

Signed: _____________________ _ Date: _______ _

o LINDA LINGLE

GOVERNOR OF HAWAII


COMMISSION ON WATER RESOURCE MANAGEMENT

Mr. Jeffrey K. Eng, Director Department of Water Supply County of Maui 200 South High Street Wailuku, HI 96793

Dear Mr. Eng:

P.O. BOX 621 HONOLULU. HAWAII 96809

September 2, 2009

Well ConstructionlPump Installation Permit Review Well ConstructionIPump Installation Permit Application




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

Transmitted for your review and comment is a copy of the captioned Well ConstructionIPump Installation permit application. If you have any comments on this application, please submit them by October 2, 2009. Ifwe do not receive comments we will assume you have no comments.

If you have any questions about this permit application, please contact Charley Ice of the Commission staff at 587-0251.

CI:ss Attachment

...... _-_ ..• -_._. --------_._ ... _ ..... .

Sincerely,

COQSSION ON WATER RESOURCE MANAGEMENT 0 ROUTE SLIP FOR NEW APPLICATIONS

FROM: CHARLEY DATE: ii-Aug-09 SUSPENSE DATE: ----------------

CHING, F. KUNIMURA, I. FUJII, N. NAKAMA, L. GOODING, K. 4 OHYE, M.

--1--HARDY, R. i- --SAKODA, E. HIGA, D. . .== SWANSON, S.

-2--HOAGBIN,S. ,.., UYENO, D. 5 ICE, C. '. --YODA, K.

1 Approval ~ -3-Signature ~ 4 Information

IMATA, R. -- --YOSHINAGA, M.--3--KAWAHARA,K.==

WELL NUMBER 51 ~ L -- 19 'L WELL NAME Waikapu South A

1):1' WELL CONSTRUCTION ~ PUMP INSTALLATION

ATTACHMENTS FORAPPLICATION Pj('OCESSING - Both applicant & staff generated 1 TRANS. LETTER ./

. 2 PERMIT PROCESS TABLE

3 CWRMMAP

4 APPL. FORM (11 COPIES)

5 USGS MAPS (11 COPIES)

6 TAX MAPS (11 COPIES)

7 PARCEL OWNER VERIF.

8 CONTRACTOR VERIF.

9 ALL INFO FILLED IN

~ Cp ( +, ~ CPf;·cJ ~ v-epll-uJ )

-r-'7-MLS PRINTOUT :7/ DCCA LICENSE SCREEN PRINTOUT

-T

18-Aug-09

PLEASE:

See Me -1-Review & Comment

Take Action Type Draft acknow letter

-2-Type Final, label file folder, update People.db -5-File --Xerox copies

WUP Number NA o WUPA""""'( 1N-'-4A~-' ---tw-t-~-~-w.rt-·-d""")'--

10 BACKGROUND CHECK

11 $25 FEE DEPOSIT SLIP

12 DHP/CDUP/SMA pre-screen -L- (SMA map printout http://gis.hicentral.com/website/parcelzoning/viewer.htm.,or INGRID'S SMA/CD MAP) (LUC map printout http://luc.state.hLuslluc_maps.htm., or INGRID'S SMA/CD MAP)

FOLDER: o MADE NEW FILE FOLDER, ATTACHED a FILE FOLDER ALREADY MADE, IN FILE CABINET

INCOMPLETE ACTION DATES:

nicole carbonell <[email protected] >

08/26/2009 10:52 AM

o To Charley Ice <charley.f.ice@hawaiLgov>

cc

bcc

Subject Waikapu South Well #A5031-01

History: ~TnismesSage Has been: repUedto.

Aloha Charley, Please see attachements. Thx, Nicole

i

C) 0 Wailani Drilling Services, Inc. License #C57-29485 110 West Uahi Way, Wailuku, HI 96793 Phone: 808-249-0149 • Fax: 808-244-4791 E-mail: [email protected]

Notice to start work Waikapu South Well A 5031-01

Dear Charley

, ,.

August 26, 2009

This is to inform you that we will be mobilizing our dril1 rig & equipment to this 1ocation and intend to start drilling within the next week. Please let me know that you received this notification.

~

Thank you, ~ Q h .. C\ Michael Robertson ~ President

~ .. ~ -Q,useonly: . e.-.. _~<~ STATE 0 II ""',,'f .. DEPARTMENT OF LAND AND NATURAL RESOURCES \, COMMISSION ON WATER RESOURCE MANAGEMENT

J APPLICATION FOR A WELL CONSTRUCTION I

- PUMP INSTALLATION PERMIT

InstructIOn.: Please print In ink or '- and send completed appUcaIion with attachments to the Commtssion on water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. ApplIcatIon must be accompanied by 10 copies and a non-refundable IIIIng fee of $25.00 payable 10 the Dept of Land and Natural Resources. The Commission may not accept inc:ompIeIe appUcalions. For _stance, caH tile Regulation Branch aI587-0225. For ftJrther Information and updates to II1is appUcaIion ronn, visit htIp~twww.hawaii.govldlnrfcwnn.

WELL LOCA nON INFORMA nON 1. STATE 'MOLL NO. f~ already .sslgned) 12. 'MOLL NAME 3. ISLAND 14. TMK WAIKAPU SOUTH WELL A MAUl (2) 3 _6_ • 004 003

z;;;;e - 0i0t """ The following must be attached bel"", this application is accepted os complete: • Portion of7.~ SerIes USGS lopographicmap (saolo 1:24,000) __ location labeled and includelhe name of the quad map

" Properly lax map, !Ihowing well location ..-10 established proper1y boundaries • PhoIOg""", of the PfOI'Osod well sit. _A schematic diagram shoMng the 'N8II site, access road and proposed well infrastructure • For '*'" well .. _ • grading plan with cro .. sedion~ showing exis1ing and finish grades

5. WELL OPERATOR'S NAMEICOMPANY I Wall Operator'. Conlocl 6. LANDOWNER'S NAME/COMPANY I Landowner. Contact WAIKAPU PROPERTIES. LLC Mr. Mite Atherton SAME SAME

_ OpenoIor's MaiHng Address LandcNmer's Mailing Addre5$ 367 Waiko Road SAME WaiIuIcu, Maui 96793 (

Well Operator's Phone 1 Wail Operator's F8l< 1_ Operator's E""~ Landowner's Phone I Landowner's FaJC I Landowne<'s E-mail 1-209-601";187 NlA [email protected] SAME NIA SAME

PROPOSED WELL CONSTRUCTION PROPOSED PUMP INSTALLATION 7. Proposed Work 8. Construction Type 10. Proposed Work 11. Proposed Pumping Rale, gpm 13. Method of ftow measuremenl

X Construct New Well X Drilled X InstaN New Pump (gallons per minute) X Flowmeter o ModIfy Existing WeN DOug o Replace Pump 700 o O\Iler (explain) o AbandonlSeal WeD o Shaft

12. Proposed Amount of o Tunnel 'M\hdrawal. gpd (gallons per day)

9. Is this well part of a battery of wells? 0 Yes X No 1.000,000

14. Proposed Surveyor name and license number (a surveyor Is required for all Well Construction Permits and may be required for some Pump InsulMtion Permits)

PROPOSED USE X 15. Municipal (weter systems serving greater tIlen 25 individuals or 15 seMce connections) 1.000 connections (800 houses. 200 commercial)

o 16. Domestic Number of units 10 be served:

o 17. Industrial (desaibe)

o 18. Irrigation (desctiba crop and no. of acres)

o 19. Military (desaibe)

o 20. Other (desaibe)

OTHER LEGAL REQUIREMENTS If required. items 21. and 22. must be obtained before the Commission can legally issue a permit

21. Conservation Distrlct Use Permtt (COUP) o Well is in Conservation DisttIct

o Required, COUP tt date approved ____ o Not Required (attach documentetion from OCCL) o I have not chedted with OCCL about whetller or not a COUP is required. I understand that checking with OCCL prior to matdng this

appUcaIion will expedite my review. I fUrther understand that issues raised by this agency may delay or result in denial of the permit issuance. or revocation of the permit after H is issued.

X Well is not in ConselVation District o I have not checked W weN is In or out of Conservalion District. I understand that checking W the well is In a ConselVation Distrlct may expedite my

review. I fur1her understand thai issues reised may delay or resuH in denial of the permit issuance. or revocation of tile permtt after It Is Issued. 22. Spedal Management "'ea Permit (SMAP) o Required. SMA tt date approved ___ X Not Required (attach documentation from appttc:able County agency) o I haw nol chect<ed with the county about whether or nol an SMA Penni! Is required. I understand that checking with tile County prior to making this

appUcaIion may expedite my review. I fur1her understand thai issues raised by this agency may delay or resuH In denial of tile permit issuance, or revocation of the-~ _after it is issued.

23. State Historic Preservation DIvIsion (SHPD) of \he Department of Land and Natural Resources X I have consulted with the HPD regarding potential impacts of wei construction activities on historic sHes. I haw _ched applicable documentation

from tile HPD. o I have not consulted with the HPD regarding potential impacts of well construction actM\ies on historic sites. I understand \hat cheCking with tile HPD

prtor to making this appIcation may expedite my review. I further understand that Issues raiSed by II1is agency may delay or result in denial of lhe i>ermIt- issuance, or revocation of the ....... t after K is Issued. Additionaly, tile ~ of past land use is attached.

AddItIonal remarks, explanations, etc. (atiach additional sheet w more space is needed) The well is located about 1,000 feet northwest of Maalaea Well 4. HPD was consuMed and no histone sites were found (see Maalaea 4 welt file). Additionally, thH entire property is former agricultural land, now fallow

Archeological report approved by SHPD. Reoort on file with the division.

NOTE: Signing below indicates that the signatories understand and swear thet the InfonnaIion proWled is accurate and Irue to \he best of their knowledge. Fur\ller, the signatories understand that upon permit approval: 1) the proposed work is \0 be completed within two (2) years of the approval date; 2) the contJactor shall submit to the Commission a wei compIetIon/abandonment report within 60 days after the completion date of the permitted work; 3) in lhe ewnt that tile appllcalion Is not completed correctly, any permft may be suspended until the Hem is brought In to compliance, and any work done while the permit is in SUSPenslon may result in fines of up to $5OOOIday.

24. WELL DRILLER (Must belillod out W application i. for Well Construction) 25. PUMP INSTAlLER (Must be filled out W application is for Pump Inslallatlon)

UJ Q.: \ It '" '. t,:J l : cu. .f..tt. ao B ~ tQ.l c:J.... ",. \l... ~~ J..... ~ d..O \ t ~ ~~"\J) \pl\lL.--~i J. .. :,s~Lr':':'~~J ;::[1ssQk C-51-57afAlicense No.

Oil4, Signature Pr1nl Dale '~ SIgnature Print Os

WCPI Application Form 0212612007

o PROPOSED WEll SECTION (Please attach scm.matic ifdiffet&nt from diagram provtded below)

Hole 0iameIer: ~In.

Elevation allop of casing mL-1I .. msI" ~i t~i'_~~1 _:.. :'vem:;: ~.~14;.~ Concrete Pad (10 contain benchmali<

r--··.··· .. ·---- i'~1 if~ ~-~.-. "~'~

Pi .... ref..- to the

I ' [ .. ., .. ·.1 Cement Grout ~II. (min. 70% of distance from &»:AU l1:ELL ~ONSTRIlClQ~ .:Y!m ground elevation 10 top of PPM!! WW .... .u:J2~ SI4rIDL\BI!:! water surface or 500 II ..

r---------, , ~. It~·f: L;;~I to ensure that your as-buih is in eompliaru::e with

whichever is less.) applicable standards.

~. ~~ Annular space between hole and casing (1.5" for positive

Solid Casing: (~ 90% x (Ground Elev.·Water Lavel Elev))

lfosplacemenL 3" for other Total Lenglh: 780 ft. methods): Nominal Oiameter: 1 II In.

__ 3_ in. WaH Thickness: .375 in.

Bottom Elevation: Q II .. msl"

Rock or Gra"",Packlng:

1'-- 'I tIl8 11. '. Open Casing: X Perforated o Screen Material:

o Crushed BasaH Total Lenglh: 50 II. ~It_

o Rounded Gravel Nominal Diameter: 18 in. ,

Estimated Water Level ! i

Wall Thickness' .375 in.

Bottom Elevation: -22 It.,msl' Elevation: t- note: Neither bentonite nor mud should be used in -1.!LJI. msl'

"The approximate elevation mulIt be referenced 10 mean sea level (msl) at tha time of appIIcallon fliing. Final elevations of wei components shall be submitted in the Well CompIetlonlWell Abandonment reports and referenced 10 a bencilmati< which has been established by a surveyor licensed by tha State.

+-I .I ...

saturated zone during drilPng

Open Hole:

Length: tIlA

Diameter: NIA

Bottom Elevation: tlI8

For non-sail water Basal waus -bottom elevation of weD should not be deeper than 114 of aquifer thickness or,

Bottom Elevation of Well Limit z (Water ElevatiOn _ 41 x Wow !.c~.1 EIrotipn )

Example: Estimated +2 ft. Water L.evei Elev. -+ Bottom Elevation ofWeH Umit= (2- ~) = -18.5 ft.

Solid Casing Material: Carbon Steel: compliant with (check one armorel: 0 ANSIIAWWAC200 0 API Spec. 5L 0 ASTM A53 x ASTM A139

n· in .

II., msl"

And oomplianl with (check one or more): 0 ASTM A242 (or A6Q6) 0 Type E 0 Type S x Grade B 0 Other

Stainless Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monnor wells)

ABS Plastic conforming to ASTM F480 and ASTM 01527: (check one) 0 Schedule 40 0 Schedule 80




o Reinforced Plastic Morter Pressure Pipe oonforming to ASTM 03517

o Glass Fiber Reinforced Resin Pressure Pipe conforming 10 AWWA C950

o PTFE Fluorocart>on Tubing conforming to ASTM 03296


Open Casing Material: Carbon Steel: compliant with (check one armorel: 0 ANSVAWWAC200 0 API Spec. 5L 0 ASTM A53 0 ASTM A139

And compliant with (check one or more): x ASTM A242 (or 8§Q§) 0 Type E 0 Type S 0 Grade B x Other ~

Stainl .... Steel: (eIled< one): 0 ASTM A409 (production wells) 0 ASTM A312 (monnor wells)



Thermoset Plastic: (check one) 0 Filament Wound Resin Pipe conforming to ASTM 02996 o CentIifugally Cast Resin Pipe conforming 10 ASTM 02997

o Reinforced Plastic Mortar Pressure Pipe amforming to ASTM 03517


o PTFE Fluorocart>on Tubing conforming to ASTM 03296

o FEP Fluorocarbon Tubing conforming to ASTM 032&$

WCPI ApplicatiOn Form 0212612007

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Search Results

Q Q Page 1 of 1

Assessed values reflect tax year 2009 for all islands. Taxes reflect tax year 2009.

Search criteria: TMK Taxkey 2-3-6-4-3

PUBLIC RECORD DATA Taxkey SubdivlCondoTnrAddress OwnerlLesseeBdsBths Land area Liv area Last Sale Inst

re2-3-6-4-3 CWaikapu F HONOAPIILANIWAIKAPU 0 0 657.19 ac 0 12/29/2006 QD HWY PROPERTIES

LLC

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

Copyright ©8/19/2009 by Hawaii Information Service

http://webrel.hawaiiinformation.comlREsearchiHIS/Searchisearch ]UB.asp?NOCACHE= 125073043293 7 8119/2009

DEQTMENT OF LAND AND NATURAL RESOURQ DOCUMENT NO .. UAC OR ATTACHED WORKSHEET DATE A t 10 2009 ugus ,

SRC/ COST F YR APP D OBJ CTR PROJECT PH ACT AMOUNT NAME/DESCRIPTION 0NANG INPUT)

S 10 326 C 1026 0752 (1 ) $25.00 Marilyn Bauer and Glenn Bauer

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

TOTAL $ 25.00

REMARKS: LINE (1) Waikapu South Well A LINE (2) LINE (3 LINE (4) LINE (5) LINE (6) LINE (7) LINE (8) LINE (9) LINE (10)

--. STATE OF HAW~ 0 .;J For Official Use Only: DEPARTMENT OF AND NATURAL RESOURCES p. , . COMMISSION ON WATER RESOURCE MANAGEMENT \.\l6..lW eM-~ / APPLICATION FORA WELL CONSTRUCTION I 6~~ PUMP INSTALLATION PERMIT 2-b~fD1 ---"

.~~ f>(16l~ Instructions: Please print in ink or type and send completed application with attachments to the Commission on hMJ--o~ Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. Application must be accompanied by 10 copies and a non-refundable filing fee of $25.00 payable to the Dept. of Land and Natural Resources. The J-<Fcff 4tx...:.z J 0 /¢VI. 6 '. c5 Commission may not accept incomplete applications. For assistance, call the Regulation Branch at 587-0225. For further information and updates to this application form. visit http://www.hawaii.gov/dlnr/cwrrn.

WELL LOCATION INFORMATION 1. STATE WELL NO. (if already assigned) 12. WELL NAME 3. ISLAND 14.™K WAiKAPU SOUTH WELL A MAUl (2) _3_ -_6_ - 004 003

zona sec plat pan:

The following must be attached before this application is accepted as complete: • Portion of 7.5-Minute Series USGS topographic map (scale 1 :24,000) with well location labeled and include the name of the quad map • Property tax map, showing well location referenced to established property boundaries • Photograph of the proposed well site .A schematic diagram showing the well site, access road and proposed well infrastructure • For dug wells, attach a grading plan with cross section profiles showing existing and finish grades

5. WELL OPERATOR'S NAMEICOMPANY I Well Operator's Contact 6. LANDO~ER'S ~OMPANY I Landowner's Contact WAIKAPU PROPERTIES, LLC Mr. Mike Atherton SAME. /vliu <-fo" SAME

Well Operator's Mailing Address Landowner's Mailing Address ~ ;.:h • 367 Waiko Road SAME \J~~ l ~£r- -eJ Wailuku, Maui 96793 ~,-:{- wo..(!A5 f PUl.uteA-U: ~lo1€lf Well Operator's Phone I Well Operator's Fax I Well Operator's E-mail Landowner's Phone I Landowner's Fax I Landowner's E-mail 1-209-601-4187 NlA [email protected] SAME NlA SAME

PROPOSED WELL CONSTRUCTION PROPOSED PUMP INSTALLATION 7. Proposed Work 8. Construdion Type 10. Proposed Work 11. Proposed Pumping Rate, gpm 13. Method of flow measurement

X Construd New Well X Drilled X Install New Pump (gallons per minute) X Flowmeter o Modify Existing Well ~Oug o Replace Pump 700 o Other (explain) o Abandon/Seal Well o Shaft

12. Proposed Amount of o Tunnel Withdrawal, gpd (gallons per day)

9. Is this well part of a battery of wells? 0 Yes X No 1,000.000

14. Proposed Surveyor name and license number (a surveyor is required for all Well Construction Permits and may be required for some Pump Installation Permits)

PROPOSED USE X 15. Municipal (water systems serving greater than 25 individuals or 15 service connedions) 1,000 connedions (800 houses, 200 commercial)

o 16. Domestic Number of units to be served:

o 17. Industrial (describe)

o 18. Irrigation (describe crop and no. of acres)

o 19. Military (describe)

o 20. Other (describe)

OTHER LEGAL REQUIREMENTS" required, items 21. and 22. must be obtained before the Commission can legally issue a permit:

21. Conservation Distrid Use Permit (COUP) o Well is in Conservation Distrid

o Required, COUP # date approved o Not Required (attach documentation from OCCL) o I have not checked with OCCL about whether or not a COUP is required. I understand that checking with OCCL prior to making this

application will expedite my review. I further understand that issues raised by this agency may delay or result in denial of the permit issuance, or revocation of the permit after it is issued.

X Well is not in Conservation Distrid o I have not checked if well is in or out of Conservation Distrid. I understand that checking if the well is in a Conservation Distrid may expedite my

review. I further understand that issues raised may delay or result in denial of the permit issuance or revocation of the ~rmit after it is issued. 22. Special Management Area Permit (SMAP) o Required, SMA # date approved X Not Required (attach documentation from applicable County agency) o I have not checked with the county about whether or not an SMA Permit is required. I understand that checking with the County prior to making this

application may expedite my review. I further understand that issues raised by this agency may delay or result in denial of the permit issuance, or revocation of the permit after it is issued.

23. State Historic Preservation Division (SHPD) of the Department of Land and Natural Resources X I have consulted with the HPD regarding potential impads of well construction adivities on historic sites. I have attached applicable documentation

from the HPo. o I have not consulted with the HPo regarding potential impads of well construdion adivities on historic sites. I understand that checking with the HPD

prior to making this application may expedite my review. I further understand that issues raised by this agency may delay or result in denial of the permit issuance, or revocation of the permit after it is issued. Additionall}t, the history of past land use is attached.

Additional remarks, explanations, etc. (attach additional sheet if more space is needed) The well is located about 1,000 feet northwest of Maalaea Well 4. HPD was consulted and no historic sites were found (see Maalaea 4 well file). Additionally, the entire property is former agricultural land, now fallow.

Archeological report approved by SHPD. Report on file with the division. NOTE: Signing below indicates that the signatories understand and swear that the information provided is accurate and true to the best of their knowledge. Further, the signatories understand that upon permit approval: 1) the proposed work is to be completed within two (2) years of the approval date; 2) the contrador shall submit to the Commission a well completion/abandonment report within 60 days after the completion date of the permitted work; 3) in the event that the application is not completed correctly, any permit may be suspended until the item is brought in to compliance, and any work done while the permit is in suspension may result in fines of up to $5OOOIday. 24. WELL DRILLER (Must be filled out if application is for Well Construction) 25. PUMP INSTALLER (Must be filled out if application is for Pump Installation)

Licensee business name C-57 License No. Licensee business name C-57/C-57a1A License No.

Signature Print Date Signature Print Date

o o

PROPOSED WELL SECTION (Please attach schematic if different from diagram provided below)

Hole Diameter: 24 in.

Elevation at top of casing ~ ft., msl* .=! __ +_ • Minimum of 2' Radius & 4" Thick Concrete Pad (to contain benchma surveyed to nearest 0.01 ft.)

r::~ ~~ r Ground Elevation: ..lZLft., msl* '·'~'.~:4 .' '<f

• "t>--. !~\ "t> ••

... //Im\ //Im\ ' .. ' · .' Please refer to the . .. • ,n. ••

Cement Grout: ns ft. ' '. , '. HAWAD WELL CONSTRUCTION AND

(min. 70% of distance from :. ~ :.f!-.~. '.: · .' PUMP INSTALLATIQ!S: SIANDARDS ground elevation to top of ~'.': .::' ;. .:t>' to ensure that your as-built is in compliance with water surface or 500 ft., ~::: ~ :~.:

whichever is less.) -:.1::.: applicable standards. 't> •• ',0' · .' - ... ',11 ••

~-: ,'.

Grouting method: Annular space between hole :. !! :.!'. Solid Casing: (~ 90% x (Ground Elev.-Water Level Elev» .~.:.: ~~'~. and casing (1.5" for positive X Positive '.:r.'

Total Length: 7S0 ft . displacement displacement, 3" for other .;.:.

.~:~:: r o Other methods): ',':: '\>.- Nominal Diameter: 1~ in. · .'

/ . .6.- .4 ••

3 in. ;.'.;1::. ;.'.:J.l Wall Thickness: .375 in. -f.--' :.;.. :.f" :'.':

~ Bottom Elevation: 0 ft., msl*

Rock or Gravel Packing: -- I--

I Total Depth NJA ft. [::a5 Open Casing: X Perforated o Screen t-- ~ S3Q ft. Material:

I ~ o Crushed Basalt Total Length: 50 ft.

V Nominal Diameter: 1S in. o Rounded Gravel g~ 'V Wall Thickness: .375 in. Estimated Water Level Bottom Elevation: -SO ft., msl* I I_-Elevation: note: Neither bentonite nor mud should be used in -'- f-

lO ft. msl*

~

* The approximate elevation must be referenced to mean sea level (msl) at the time of application filing. Final elevations of well components shall be submitted in the Well CompletionlWell Abandonment reports and referenced to a benchmark which has been established by a surveyor licensed by the State.

saturated zone during drilling

Open Hole:

Length: NJA

Diameter: NJA

Bottom Elevation: NJA

For non-salt water Basal Wells - bottom elevation of well should not be deeper than 1/4 of aquifer thickness or,

Bottom Elevation of Well Limit = (Water Elevation _41 x Water ~1 E1eyation )

Example: Estimated + 2 fl Water Level Elev. -+Bottom Elevation otWell Limit = (2 - ~) = -18.5 ft.

Solid Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSI/AWWA C200 0 API Spec. 5L 0 ASTM A53 x ASTM A 139

ft.

in.

ft., msl*

And compliant With (check one or more): 0 ASTM A242 (or A606) 0 Type E 0 Type S x Grade B 0 Other

Stainless Steel: (check one): 0 ASTM M09 (production wells) 0 ASTM A312 (monitor wells)


PVC Plastic conforming to ASTM F480 and (ASTM 01785 or ASTM 02241): (check one): 0 Schedule 40 0 Schedule SO 0 Schedule 120

Thennoset Plastic: (check one) 0 Filament Wound Resin Pipe conforming to ASTM 02996






Open Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSI/AWWA C200 0 API Spec. 5L 0 ASTM A53 0 ASTM A139

And compliant with (check one or more): x ASTM A242 (or MQ§) 0 Type E 0 Type S 0 Grade B x Other ~

Stain .... Steel: (check one): 0 ASTM A409 (production wells) 0 ASTM A312 (monitor wells)

ABS Plastic conforming to ASTM F480 and ASTM 01527: (check one) 0 Schedule 40 0 Schedule SO

PVC Plastic conforming to ASTM F480 and (ASTM 01785 or ASTM 02241): (check one): 0 Schedule 40 0 Schedule SO 0 Schedule 120







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