32
'.- :rt '} -..:: . r LEGEND /, WELL A: 11 -' 13 !J, -C; , , 4. or .. 5, t;.. f 8. In . e' o .• D £ .. F' .. , - &r .. M . . , SQ'Z3-01 SQ'Z'3-qt. 5'123 -Q3 5 B L.4.-- 0'2... 582..4-03 5Cf2..'3 6Q2.3- 0 5 5'1'23- 0 (.; 6'b'l .. -4· 04 ItC.C, Pump Station Sits a-Garlinghouse Tunnel Site .' I. Rood

a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 1: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

'.-:rt '}

-..:: . r

LEGEND

/, WELL A: 11 -' 13 !J, -C;

, , 4.

or ..

5,

t;..

f

8.

In

. e' o .•

D

£ .. F' .. ,

-&r .. M

. .

,

SQ'Z3-01

SQ'Z'3-qt.

5'123 -Q3

5 B L.4.-- 0'2...

582..4-03 5Cf2..'3 -o~

6Q2.3- 0 5 5'1'23-0 (.;

6'b'l .. -4· 04

ItC.C, Pump Station Sits

a-Garlinghouse Tunnel Site

.' I.

Rood

Page 2: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

-," ,

; .. :' ,::' <,~ ~:..-. :', " .... :_",)" '" >~.~" .•• ..... ~:n;.. _ :..

Mr. Raymond Sato Manager-Engineer Department of Water

. County .ofKauai.

August 6, 1982

· . ...:.:.:-:~;~::,;-;.·;'.o::;p;'O~.::Box~~'1o&~~'· :2. ""'>~:::~ .:=:::-·~::::':::;:·--Liiiue-.- ·K'8.uai~616i·":-: -.::" ~ . ...:. -~-

Dear 'Ray:

Kilohana Wells 0, H t I, and J, Kauai

In response to your request for our recommendations concerning the _ recently completed Kilohana Wells G, H. 1, and J, we offer our comments below. based on a review of the pumping test dElta submitted to us by your office.

Well G - '-'''-

Well -0 was final-tested on July 27 - August 1, 1981 at pumping rates of 100 to 250 gpm with drawdowns ranging as high as 57 feet. Based on the results of this test, we recommend that the installed pump capacity be set at 200 gpm and the top of pump bowls be set at 50 fed lJelO\\l static water level. I Well H 7'q'Z.~ -o~ ..... ~,..h:::>~1iU>

This well was pump tested on September 30. 1982, at a rate of 95 gpm \',,'ith 100 feet of drawdown. The dr"i.'<'iUOrm etll'\"<:'. showc;d It steady and excessive dowIlw'ard trend throug"llOut tik L;:.,L r)('l·i')i..~; L::,( therefore. the well cannot produce 95 gpm, even thou~h it is 11 low rate. \;e recommend that the well be abandoned as a non-productive well.

Well I

Well I was pump tested at rates of 230 to 955 gpm between January 12 and February 5. 1982. The v~llious tests indicate an unusually high specific well capacity for Koloa lavas, (approximately 180 gpm per foot of drawdown). However, the drawdowns in adjacent Wells B and F were almost identical to that in Well I. which was being pumped. indicating there will be interference of drawdowns between the three wells if they are pumped simultaneously. We suggest that the installed pump capacity be set

Page 3: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

-, :. ~~ :~/,.

. .; .~~, ~.:E:/jJ·~~,~~'l Mr. Raymond Sate

anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe yield of the aquifer and its relationship to the Garlinghouse Tunnel source cannot be determined at thi~ time. The top of pump bowls should be set at least 30 feet below static water level.

Well J

Well J was pump tested on May 10-11, 1982, at a rate of 50 to 100 r;pm. The results of the test shm' that Well J is capable of producing 50 gpm. Because Well J is located within your tank site, it would seem feasible for you to cap the well and reserve it as a usable 50 gpm source t should the need arise in the future. In that event, we suggest the top of pump bowls be set~ '10 feet below static water leVel.

We -hope-~~ourcomments are helpful to you and if you have any questions t please let me know.

DL:dh

, .

Page 4: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

March 10, 1982

Mr. Raymond H. Sato Manager & Chief Engineer Department of Water County of Kauai P.O. Box 1706 Lihue, Hawaii 96766

Dear Mr. Sato:

This is to acknowledge receipt of the Driller1s Report, Pumping Test Data, and As-Built Section of Kilohana Well Il}P', State Well No. 5923-06.

ES:ko

I appreciate your cooperation very much.

Very truly yours,

ROBERT T. CHUCK Manager-Chief Engineer

Page 5: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

DOW~(14\

r .. ,I

State of Hawaii DEP,.,.~TMENT OF LAND & NATURAL RESOOh.-cES DIVISION OF WATER AND LAND DEVELOPMENT

DRILLER'S REPORT

DESCRIPTION

ITATE

Item 1

Date of report I~.l?rJ~.~ry ... ?~.~ .. J.~~.? ........ Person filing report ..... p.~.P~r~.~!1.L9.f ... ~~.t~r ................................................ .

A. OWNER P~.p.~t~~~.n.t ... <?f...~~.t~t ...... ~~~~ .1<.n.<?~ii.~ii ... ~.~)J .. "WI ... ~~.?~.~.9.6 ............... ISLAND ... ~ii.'!ii.i ..................... . B. GENERAL LOCATION ............... L.ihue .............................................................................................................................................. . C. DRILLING COMPANY .............. HQs.co.e. .. Mos.s ...................................... . D. TYPE OF RIG ...... C~.p.l~ ........................ DRILLING COMPLETED ...... ~ ........... Jn .... DRILLER ...... ~~rL.GhJng ................ .

cas i ng ----:;1 month year E. ELEVATION, msl: Top of eJFtH~-~Ia~ff)f1'l'l ....... )~.? ............... ft. Bench mark and method used to determine

Height of drillin, tatform above ground surface .N.~.~.~ ..... ft. elevation: ......................................................................... . F. HOLE SIZE: ............................ inch dia. to ..... 2.40 ....... ft. below drilling platform .

........................... .inch dia. to .................. ft. below drilling platform .

........................... .inch dia. to .................. ft. below drilling platform. . G. CASING INSTALLED: ... 16 .... in. I.D. x 0 .•. 25 ... in. wall solid section to ..... JJL .... ft. below drilling platform .

... N·.~.! in. I.D. x ............ in. wall perforated section to .................. ft. below drilling platform. Type of perforation .................................................................................................................................... .

H. ANNULUS: Grouted .................. ft. to .................. ft. below drilling platform. Gravel packed .................. ft. to .................. ft. below drilling platform.

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

HYDROLOGY J. INITIAL WATER LEVEL ....... ?4 ........ .ft. below drilling platform. Date of measurement. .... A.u.g.I:l.?t.J.?.LJ~.~L ...... . K. INITIAL CHLORIDE: .................. ppm, total depth of well .................. ft. bel~ drilling platform ....................................... .

t~P .ot Sampling Date L. PUMPIN~ TESTS: Reference point (R.P.) used: ... ~.~.U).g ... which elevation is .395 ........ ft.

Date ....... ~p.teJJJb.e.r ... 3O', ... J9.8L.......... Date ........................................................... . Start water level ........ 9.5 ....................... ft. below R. P. Start water level ........................................... ft. below R. P. End water level ....... HW ....................... ft. below R. P. End water level ............................................. ft. below R. P. Depth of well .......... PH ....................... ft. below R. P. Depth of well ................................................. ft. below R. P.

Elapsed Rate Draw· CI- Temp. Elapsed Rate Draw- CI- Temp. o Time (hours)l 6w.-f) d01~{ft.) {ppm)"F Time (hours) (gpm) down (ft.) (ppm) of

::::::r::::: ~~ ::::~:?::::: ::~:?:r::: ::Tq~::::: :::::::::::::: :::::::::::::: :::::::::::::: ~~ :::::::::::::: :::::::::::::: :::::::::::::: :::::::::::::: :::::::::::::: .............. to ............. . . ............. to ............. . .............. to ............. . . ............. to ............. . .............. to ............. . . ............. to ............. . .............. to ............. . . ............. to ............. .

SUBSURFACE FORMATION M. DRILLER'S LOG:

Water Level Water Level Depth, ft. Rock Des,ription & Remarks ft. 160 Depth, 'to8 HaRi'ak gf~yiP~g~~ Remarks 8~

........ .9 ... to ... .J~.Q.... .~t~~.~ ... ~ ... ~-'Y............................ .............. · .. ··.1.·.6.··.8.·· .. ·.··.· .. · ttOo · .. ·1 .. ·7.·· .. 0.·.·.· .. ·· .. · C.·· .. l.·.a.·.y.·· .. ·.·.·.·.·.·.·.·.·.·.·· .. ·.·.·.·.·.................................................... ····S4······ ...... §.Q ... to ...... ~.Q.... .R~~ ... ~l~y ... ~l?~t~.~.~~........ . .... WL.. . ............ .

.............. to .................... of...h~.rd .. .r9.G.~.................. .............. ..1..7.0 ..... to J.7.~ ...... q~y ... ~.D.(t.9.r~y . .tqf.k......... ···~4·.····

...... 9.0 ... to .. .10.0 ..... B~.~ ... ~l~y................................ . .. JH:.... .J?? .... to .J~? ..... ~(lt~ ... 9.t~y ... Y'().~~................... ····84·.····

::::~:~:~::: ~~ :::~::~:~:::: :~=~f~~::~:ct~~:~~I~:::~~:::::::: :::::~~::::: ::l~g::::: ~~ :la3:::::: ~~:;~:::~~:~~:::?:~:::::::::::::::::::::: ::::~{:::: ... .110 ... to .. .1.40 ..... Red ... clay ..................................... 8.4.... . .. 2.00 ..... to .. 2Q.5 ...... Gli.D.~.~r.$. ................................... J~4 ..... . .... 14.0 ... to .. .1.5.0 ..... Red ... clay .. & ... hax:d ... 9.t:'.gy... . .... 8.4.... ..2.Q~ ..... to .. 2.20 ...... ~Q.ft. .. Rrgw.D ... fJ~y................ . ... ?4 ..... . .............. to .................... ro.~k..................................... .............. ..2.2.0 ..... to .. ?~O ...... ~Q.ft. . .t9 ... h.~r~ .. gx:~y . .rqf.~ .... ?4 ..... . ... .15.0 ... to ... 160.... .B.r.o~n ... cl.ay ... wlst.re.aks... . .... 84.... ..2.30 ..... to .. 240. ..... Ha.rd ... ro.clc............................ . ... 84 ..... . .............. to .............. . ..... of .. har.d .. .gray .. .ro.ck..... .............. . ............. to .............. .................................................... . ............ .

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

FOR DRILLER'S USE

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

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

INSTRUCTIONS: Send three(3) copies to: Manager-Chief Engineer, Division of Water and Land Development, P. O. Box 373, Honolulu, Hawaii 96809. REFERENCES: Chapter 178, entitled "Artesian Wells, Generally," HRS, as amended by Act 123 SLH 1970. Honolulu Board of Water Supply, "Rules and Regulations Providing for the Protection, Development and Conservation of Water Resources." Sec't 8-105{j). "Powers, Duties and Functions of the Board," Charter of the City and County of Honolulu, 1959.

FOR OFFICIAL USE

Latitude .. ~L ... 5.'1 ...... L4 .. Longitude 15.~ ... Z.2 ... ~~. Well No . .. 5.y.'?.2 . .'.~P/e

Page 6: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

~ \,j')

~ ~J Cd ~ J(

~

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II ! \)1 -I ~I i:'i

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Page 7: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

rur"PING TEST RECORD

FOR

__ ~K~i~l~o~h~a~n~a~W~e~l~l~'~'H~'-'-----.ITLL 5923~06 O~iime) (No.)

JOE NO. --=:8....:,1_-.....,:4:.....-_____ ----

Kilohana Wells IIG II ,IIH", IIIII & IIJ"

DE:S::::RIPTION OF l:JELL:

1. Elevation: ground surface ft., top of casing 395± ----- ft. ,

rotary table. _________ ft., referenced to _________ benchmark.

2. Total depth of well 240 /1

ft., or 155 ft. elevation, msl.

Item 2:

3. uncased well

16 . inch solid casing to 10ft. depth, perforcted to ---~-- --------

ft. depth.

19 81 : _9 __ 5 __ ft. below 4. static water level on September 30

~r~-s-~'fiee, top of casing; or 300 ft. elevation msl measured

by airline method.

DESCRI[TION OF PU~W & PUMP SETTING:

5. _~8_'_' ____ -t,-pe pump with ___ 8 ___ stage bowl assembly.

6. 6a~1~Ae, diesel, or ~l~t~~~ power with _______ horsepower.

7.

8.

9.

Shaft speed: 1200±

Depth of pump intake:

elevation msl.

rpm at 100± gpm flow.

227 i§.. ft. below T • C. 20588 ft. or 189 12 ft.

Depth of airline bottom: 140Qi ft. below T. C.

254~ ft. elevation ms1. -------

44 ; or 167-msl.*

; or

ft.

10. Center of gage: ft. elevation msl. Flow measured with 21 meter -------11. Initial meter reading gals. Final meter reading --------

gals.

12. Test conducted by L. Yoshioka and M. Lorenzo

NOTE: *Second airline.

Page 8: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

+ e.: _,_~ ':.:",,:i ~n -lj p~ _~ M L- or:- r: c'o '~ _L _'i,J"-J-,~~ ~:; _

--------

~f58t? t11SGH-AR..G 8.- VlANOM tTeR ~I~ t?t<AW --10(MINJ ~ GFfil ui~l RIGJ-fT TOTAl-

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Page 9: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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\ f/lANoM ST8R ,158t? t'JISC}tAR.G8 ~I~ t?t<AW-.

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Page 10: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

c .... "'"

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Page 11: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 12: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 13: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

~n ~ P-crtc?_~ __________ ~ ______________ ---

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Page 14: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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

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Page 15: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 17: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 24: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 25: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 26: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 27: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

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Page 28: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

LJIVISION r WI\TEH I\NI) LI\ND D[;V[;LOI'MI.NT

!"rom:' ~ Dnte: J I J rile In:

·!:?Ant~, . ; vi' "r Hobert T. Chuck ---

Tnkeo ruJII ---Jmnes Yoshimoto

.,/' ~ M.nabu T.gomorl._

--- George Morimoto ___ Herbert Morimatsu ___ George Miyashiro

Harold Sakal Leslio Asari

I\lbert Ching / --\- George Mabmmoto J'

V/1).--rJantel I..um ! , Paul Matsuo. J

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ror Informnllon

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- "'f

File ________ _

Jane Sakal ----:

Doris IInmmln -'- ----Lorraine Nanbu

-----: ______ Jean Slarot Elsie Yonamino

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Page 29: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

. ,/' ' .

'-' DEPARTMENT OF

C6UNTY OF KAUAI

P. O. BOX 1706

LIHUE. HAWAII 96766 r I

. I

February 26, 1982 'r -., I

Honorable Susumu Ono Department of Land

and Natural Resources P.O. Box 621 Honolulu, Hawaii 96809

....., WATER

... "

Re: Kilohana Well IIHII - State Well No. 5923-06

<.' "-,: ..,J

I I L: .r',~ .. I' , ,,_ J i"("f:C: ST II 7'E OF ~jAVjAIr-"

Per your request of November 12, 1981, we are submitting the following:

1) Completed DRILLER1S REPORT, DOWALD Form 71(1) 2) Pumping Test Data 3) IIAs-Built ll drawing of the well

Kilohana Well IIHII was drilled to a depth of 240 feet; a 52-hour pump test was condu~ted on the uncased well, and a specific yield of 0.93 gpm/foot of drawdown was obtained.

Due to this very low yield, all remaining work was discontinued and deleted from the construction contract.

Therefore, the development of this high-level water source with pump, controls, pump house and connecting pipelines is uncertain at this time.

Should there be any questions, please call Mel Matsumura at

245-698~h ~

MM;at Enclosures cc: Robert T. Chuck

Page 30: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

GEORGE R. ARIYOSHI

GOVERNOR OF HAWAII

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

P. O. BOX 621

HONOLULU. HAWAII 96809

WELL DRILLING PERMIT

for

State Well No. 5923-06 Kilohana Well "H"

Lihue, Kauai

TO: Kauai Department of Water Supply P. O. Box 1706 Lihue,.Hawaii 96766

SUSUMU ONO. CHAIRMAN

BOARD OF LAND & NATUHAl RE'S(lJRCES

EDGAR A. HAMASU

DEPUTY TO THE CHAIRMAN

DIVISIONS: AauACULTUflE DEVELOPMENT

PROGRAM AaUATIC RESOURCES CONSERVATION AND.

RESOORCES EN'FORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

In accordance with Chapter 166 of Title 13, "Rules for the Control of Ground Water Use in the State of Hawaii," your appli­cation to drill Kilohana Well "H", State Well No. 5923-06, is approved subject to the following conditions:

1. A Driller's Well Completion Report, enclosed, shall be submitted to the Division of Water and Land Development within 60 days after completion of the well.

2. Pumping test data shall be submitted to the Division of Water and Land Development within 60 days after testing of the well.

3. Monthly pumpage records shall be submitted after the well is put into production.

4. Upon completion of the well, submit an "as-built" drawing of the well.

Date of Issuance

Enc. Driller's Report Form

hc(,! US?) ~t"'1/~~ ~~~

SUSUMU ONO Chairman of the Board

Page 31: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

--.." State of Hawaii ,-DEPAR'l~;.JT OF LAND' AND NATU~l\L ~OURCE!?_.

APPLICATION FOR (check one)

:8:WELL DRILLING PERMIT OWELL MODIFICATION PERMIT

Instructions: Send completed application and attachments to Department of Land and Natural Resources, P. O. Box 373, Honolulu, Hawaii 96809.

Reference: Regulation 9, Dept. of Land &- Natural Resources.

Is the well locat_~~ in a Designated Groyno Water Control Area? __ Yes 2L No If "y~". application must be accompanied bf a Water Use and/or Water Supply Per~and a non~efundable filing fee of $100 payable to the Department of Land & Natural Resources. How­ever, if application is for minor modification of well, filing iee may be waived. If "no", no filing fee is required. Filing fee is waived for federal, state, and county government agencies.

1. WELL LOCATION: Island K-O>U-;ll Ta.."<. Map Key ,3·e-Oz ":'2.. . Attach a plot plan showing well location referenced to established property boundaries.

2. WATER USER 1)e.p-;rrjY')')01t of \j-;,tc:..v Address "P. o. ~> \'10(.Q I Unuc.. ) \-j-;)w';;,\

Telephone '245- lJ,':!)eJ..D

Zip Code ~1.s"1~l..I

3. PROPOSED DRILLL~G COMP .WY: _"R~OIl!!Je>..c::c...o~c..!...---!.M.:..!.W!Q~~~~Co:!loL ___________ _

4.

~.

6.

PROPOSED WORK: 8ffirtll new well OInstall new pump

ODeepen ORedrill DAIter OSeal OAb an don OReplace pump OModify pump

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

\,JQt\c= In\lQ\''~ dr-tHins -;) \.,Jell -to Q dc.ptb 0' '?CO j' pi.. . Ird-;,III'oS

\2- O.D C;Q)~'t18 ~ -p~ i;(.::>t,ng ~~""u\_2-t~o~Jd~c.!!<.Jt"'-!!cx~mlllillt1-l..<~~~'4'I!,,30·cJ~dL.-+-J-_-

dr~,k)\r..Jh I rc.c.ovU"'j "'" \.J~te..r 'i-'-A .. :o1it1· PROPOSED SECTION OF WELL II H ,. Elevation at top or casing ~

'395 "! rt.. msl. "

Cement

Grout 4~ ft. I ~"'nd '2 rt L. . ~~!~~in.~---~"'''' Total Depth'2DOft.

Rock I Packing155 ft. --------'+-

"Approximate elev. at min g. Final eJev. (nsl) by a surveyor licensed by the Stale must be submitted at start of construction.

Ground E!ev. 3~1' rt.. Insl·

[" .•...

L •

~.:~ Solid casing: Material e,p.,..-tc.V\ Length 55 f1

Diameter ''2. il Wall thickness Q. '2."~

V Casing: .xPerforated OScrf':,

~faterial Co'r..-tc..v. I Length \ 9-5 I

Diameter 12._----,, __ I Wall thickness 0."2."'. I Opemngs eo sl}.ln,:L.

Open Hole: Length _______ _

Diameter _______ _

PROPOSED USE: r _I ~1 ll."1i ci pal 1....1 ;vIi Ii t ary (~Ag:!'iculture I tIndustrial

L-l'Disposal L':"''70ther (specify) _, _________ _

7. PROPOSED 850 ---g-e.Eons per =in~

/ . Date: II, 1O--f'1

For Official Use:

State Well No.

DL~R Pe:r:nit ~o.

DL~R Application ~o.

DLSpr OF iiAll::R

15 OCT 8\ \3: ,:0 • • •

Page 32: a-Garlinghouse Tunnel Site 6'b'l .. 04 · .; E:/jJ·~~,~~'l Mr. Raymond Sate anywhere between 500 and 700 gpm. rather than at the tested rate of 955 gpm, because the long-term safe

GEORGE R ARIYOSHI

GOVERNOR OF HAWAII

SUSUMU ONO, CHAIRMAN

BOARD OF LAND & NATURAL RESOURCE.S

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

P. O. BOX 621

HONOLULU. HAWAII 96809

WELL DRILLING PERMIT

for

State Well No. 5923-06 Kilohana Well "H"

Lihue, Kauai

EDGAR A. HAMASU

DEPUTY TO THE CHAIRMAN

DIVISIONS: AQUACULTURE DEVELOPMENT

PROGRAM AOUATIC RESOURCES CONSERVATION ANO.

RESOURCES EN'FORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND OEVELOPMENT

TO: Kauai Department of Water Supply P. o. Box 1706 Lihue"Hawaii 96766

In accordance with Chapter 166 of Title 13, "Rules for the Control of Ground Water Use in the State of Hawaii," your appli­cation to drill Kilohana Well "H", State Well No. 5923-06, is approved subject to the following conditions:

Enc. bcc:

1. A Driller's Well Completion Report, enClosed, shall be ~ubmitted to the Division of Water and Land Development , within 60 days after completion of the well.

2. Pumping test data shall be submitted to the Division of Water' and Land Development within 60 days after testing of the well.

3. Monthly pumpage records shall be submitted after the well is put into production.

4. Upon completion of the well, submit an "as-built" drawing of the well.

Date of Issu~nce

Driller's Report Form USGS' Dept. of Health Roscoe Moss Company

SUSUMU ONO Chairman of the Board