CHECKLIST ~ELL ~PUMP · 2011. 6. 23. · john waihee governor of hawaii state of hawaii department...

CHECKLIST

~ELL CONSTRUCTION PERMIT ~PUMP INSTALLATION PERMIT

WELL NAME or LOCATION:K(}llA\J.(\-~t6 6"c;~-I.u')wJAISLAND: ~N(V\ WELL NUMBER:S4z:3~2..

OWNER/OPERATOR: Firm Name~~ :.t .::B~It~\"-L Contact Per-Ron L ~KS Address 'B2..L- ~~ ~T~ t-bJu..u kY)\-\ ~lo1(313

Tax Map Key: Z;- :r -04; 02-

LANDOWNER: Firm Name ~~

----~~~------------Contact Person ______________ __ Address ______________________ __

Phone ________________________ __

Date application received ........•............•. __ ~'~~-__ /_6_~ __ (_· _1 ____ _ ()Date acknowledged receipt/request more info ..... ________________ _

Date application accepted .................•..... ________________ _ Suspense date (90 days) .......•..•..........•.•. ________________ _ Date filing fee deposited ...•.•................. ________________ _

() Application sent to following: Date sent

Dept. of Hawn Home Lands ________ _ Dept. of Health Office of Hawn. Affairs State Hist Pres Div Dept/Bd of Water Supply Sierra Club L. D. F. a.ttl..,.,lQa }JIl #dS (8&1nl) Ii IF t . Pub. tIL ks (Hdwaiit Aik1it:iQllal15il'!le (lIelc1tat)

Comments received

Date agenda due ...............•.•............... ______________ _ Date submittal due ...•.......................... ________________ _ Date submittal sent to applicant ................ ________________ _

Date application approved or disapproved ... ________________ _ Date applicant notIfied of decisIOn ............. ________________ _

REMARKS: ________________________________________________________ __

Well No. 5428-02

~ 'M;' ••

tc.I4.l .. fIIILl ISLAND OF KAUAI

LOWER LOW WATER THlIIELAT"'""'u'p ao..... NUN HIGH WAfER

""' ......... , ... ENTHIlWOOA'UMSIS_1

d ~K.\UAI

~c::::. ~~

HAWAIIAN ISLANDS <-

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

MICHAEL O. WILSON CHAIRPERSON

ROBERT G. GIRALO DAVID A. NOBRIGA LAWRENCE H. MilKE

STATE OF HAWAII RICHARD H. COX

HERBERT M. RICHARDS. JR.

DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P. o. BOX 821

RAE M. LOUI, P.E.

Mr. William Campbell 822 Bishop Street Honolulu, In 96813

Dear Mr. Campbell:

HONOlUlU, HAWAU 96809

DEC 11 1997

Thank you for your letter of December I, 1997, informing us of the status of the Kukui'ula Back-up Well development project (Well No. 5428-02).

From a December 12, 1997 telephone conversation with Lenore Nakama of my staff, we understand that a permanent pump has not yet been installed in first Kukui'ula Well (Well No. 5428-01) and that you are aware that a pump installation permit application must be made and approved prior to any future pump installation work. We have attached the appropriate application form for your convenience.

Lastly, this letter is notice that we have accepted your well completion report for the drilling and testing of Well No. 5428-01 as complete. Thank you for your attention to this matter.

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

LN:ss Attachment

Sincerely,

RAE M. LOUI Deputy Director

OEPUTY

KUKUI'UJ;( DEVELOPMENT COM~NY, INC.

December 1, 1997

Ms. Rae M. Loui Deputy Director Department of Land & National Resources Commission on Water Resource Management P.O. Box 621 Honolulu, HI 96809

Re: Kukui'ula Back-up Well (Well No. 5428-02)

Dear Ms. Loui:

This is in reply to your letter dated November 26, 1997.

97 DEC 3 A 9: 4 6

No work was initiated on the Kukui'ula Back-up Well. At this point in time we do not have any plans to proceed with the construction of that well. Should that change we will apply for a new permit prior to undertaking any construction work.

Please call me at 525-8405 should you have any additional questions.

Yours truly,

illiam H. Campb Executive Vice President

/jdx

822 Bishop Street • P.O. Box 3440' Honolulu. HI9680 1·3440' Telephone (808) 525-661 1 • Fax (808) 525-8447

A wholly owned subsidiary of A&B-Hawaii. Inc.

I

-BENJAMIN J. CAYETANO

GOVEIINOR OF HAWAII MICHAEL D. WILSON

CHAIRPERSON

R08ERT G. GIRAlD DAVID A. N08RIGA LAWRENCE H. M"KE

STATE OF HAWAII RICHARD H. COX

HERBERT M. RICHARDS, JR.

DEPARTMENT OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT

P. O. BOX 621

RAE M. LOUI, P.E.

Mr. Bill Campbell 822 Bishop Street Honolulu, ill 96813

Dear Mr. Campbell:

HONOLULU, HAWAII 96809

NOV 26 1997

Notice of Expiration of Well Construction/Pump Installation Pennit Kukuiula Back-Up Well (Well No. 5428-02)

Koloa. Kauai

Our records show that a well construction/pump installation pennit was issued for the subject well on July 29, 1991 (attached).

Since we did not receive any written notice of the start of work (Standard Condition 1) for the subject well, we assume that no work was done under this pennit, which has expired. Be advised that a new application for a well construction/pump installation pennit must be made and approved by the Commission on Water Resource Management prior to any future well construction or pump installation work.

In the event that the well was constructed under the pennit, please submit the following items that are required under Standard Condition 5 within thirty (30) days from the date of this letter:

a. Well Completion Report (form enclosed). b. As-built sectional drawing of the well.

Be advised that failure to comply with the terms of your pennit may result in daily fmes of up to $1000.

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

LN:ss Enclosure

Sincerely,

RAE M. LOrn Deputy Director

DEPUTY

JOHN WAIHEE

GOVERNOR OF HAWAII

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT

P. O. BOX 621


WEll. CONSlRUCI10N/PUMP INSfM.LATION PERMIT

for

Kukuiula-Alexander & Baldwin Well Well No. 5428-02

Koloa. Kauai

WILLIAM W. PATY

CHAIRPERSON

JOHN C. LEWIN, M.D.

MICHAEL J. CHUN, Ph.D.

ROBERT S. NAKATA RICHARD H. COX

GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY

TO: Alexander & Baldwin 822 Bishop Street Honolulu, HI 96813

In accordance with the Department of Land and Natural Resources Administrative Rules, Section 13-168, entitled "Water Use, Wells, and Stream Diversion Works", your application to construct, test, and install a pump in Kukuiula-Alexander & Baldwin Backup Well (Well No. 5428-02) for municipal-private use, is approved subject to the following conditions: ..

1. The Division of Water Resource Management (DWRM), P.O. Box 373, Honolulu, HI 96809, shall be notified, in writing, before any work covered by this permit commences.

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

3. The permit shall be for construction, testing, and installation of a 1,050 gallons per minute capacity, or less, pump in the w~ll, as determined by the pumping test results. The applicant shall submit to DWRM the test results and proposed permanent pump information, based on the test, for approval by the Chairperson. No permanent pump may be installed and no water used from the well without the Chairperson's approval.

WELL CONSTRUCTION/PUMP INSTALLATION PERMIT Well No. 5428-02

-Page 2

4. The applicant shall provide and maintain an approved meter or other appropriate device or means for measuring and reporting total water usage on a monthly basis.

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

a. Well Completion Report.

b. As-built sectional drawing of the well.

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

7. This permit may be revoked if work is not started within six months of the date of issuance or if work is suspended or abandoned for six months. The work proposed in the permit application shall be completed within 24 months from the date of permit issuance.

JU~ 29 1991 Date of Issuance

cc: USGS Department of Health

Safe Drinking Water Branch Ground Water Protection Program

Kauai Department of Water

source Management

(.:" "~"~ ' .... ff ~"j", · !I': ,~\ i"'" ,,>" " p ~ "" c \ \ ';I\.~" 0-

~ukui~l~~ Alexa~d~r &B~;~ "~a~k~LJ~7 ( Well No. 5428-02

42

110

~ I '=' r •

1CAl.1t_ ... t ISLAND OF KAUAI

- PROJECT AREA

"' \ \:'1.·:t" '~.,

~. ,

I u__ 1 MIL£

FEET

LOWER LOW WATER MEAN HIGH WATER

TWI AJ't .l'tI'VI.IC.",fI)D,c~II!.I.L.I" 9U._ "a ......... ............... ,

\\ tp'\ .. ~

" t.~\"

If" \I"

" \I \ 1/ II

\" II '~I \I

I, ... J 1\ l\ "'--~'''" \I ~-lCorr II \ II

_It " ---..:.-,20 " II

"\ \\ " ~

.? ~KAUAI

~ ~;o

HAWAIIAN ISl-'NOS l'-

fA&B) ALEXANDER 81. BALDWIN, INC.

July 25, 1991

Mr. William W. Paty Chairperson Commission on Water Resource Management State of Hawaii P. O. Box 621 Honolulu, HI 96809

Dear Mr. Paty:

91 JUl26 AID: S2

I understand that, in conjunction with the granting of well construction and pump installation permits for our backup well at Kukuiula (Koloa, Kauai) , the Commission has requested that we submit a statement regarding our intended water usage from this well and the primary well for which permits were granted at the Commission's May meeting.

Our anticipated use of these two wells is not expected to exceed 1.5 MGD in total.

We hope this satisfies the Commission's concerns. Please call if there are any questions.

R. K. SasakI Vice President

..

cc: Commission Members M. J. Ching

MJC/RKS/lka L175

822 BISHOP STREET· PO BOX 3440 • HONOLULU, HAWAII 96801 • TELEPHONE (808) 525·6611 • TELEGRAPH ALEX BALD

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

1.i33

-0 l/-~ ~ /' rtY

9f J UN 2<1 p ~TAM OF HAWAII OFFICE OF HAWAIIAN AFFAIRS

The Honorable William W. Paty State of Hawaii Department of Land and Natural Resources Commission on Water Resource Management P.O. Box 621 Honolulu, Hawaii 96809

Attn: Mr. Manabu Tagomori, Deputy

Dear Mr. Paty:

We have received the following water permit applications. Thank you for the opportunity to review these applications:

Island Well Name Well No. Application Type

/Kauai Kukuiula-Alexander & 5428-02 Well and Pump Baldwin, Back-up Well

Oahu West Loch Caprock Well #1 2002-13 Well and Pump Oahu West Loch Caprock Well #2 2102-13 Well and Pump Hawaii Waikoloa-Mauna Lani Resort 5846-01 Well and Pump

Irrigation #1 Hawaii Waikoloa-Mauna Lani Resort 5846-02 Well and Pump

Irrigation #2 Maui Hamakuapoko-DWS 1 5420-02 Well and Pump Maui Hamakuapoko-DWS 2 5420-03 Well and Pump

As you know, we have a continuing concern that the ratio of water allowed to be withdrawn for commercial and resort use be measured against and the present and future water needs for residential and agricultural use. We urge the commission to plan for and assure that water needs for residential and agricultural use will be guaranteed.

We have no other comments or concerns at this time.

Sincerely,

KP~f ~ lJ~.

\ JOHN WAIHEE GOVERNOR

STATE OF HAWAII

--

STATE OF HAWAII DEPARTMENT OF HAWAIIAN HOME LANDS

P. O. BOX 1879


June 20, 1991

The Honorable William W. Paty, Chairperson Commission on Water Resource Management Department of Land and Natural Resources P. O. Box 621 Honolulu, Hawaii 96809

Dear Mr. Paty:

HOALIKU L. DRAKE CHAIRMAN

HAWAIIAN HOMES COMMISSION

Well Construction and Pump Installation Applications

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

~ukuiula-Alexander & Baldwin (5428-02) Well & Pump West Loch Cap rock No.1 & 2 (2002-13, 2102-23)

The Kaua'i project does not impact Hawaiian home lands; we have no comments at this time.

It is difficult to assess the West Loch proposals without supporting cumulative information. We have been asked to review several proposals for this area, including several for use of brackish water for golf course and park use. We do not know how many of these are approved, are in service, and what impacts the pumpage is having on chloride and head levels.

Hawaiian home lands in Waianae were once subject to a development moratorium due to inadequate water supplies. The Waianae Coast is dependent for much of its future water supply upon other island areas, such as the Pearl Harbor Aquifer and Ewa caprock.

DHHL anticipates the need to find additional sources for both potable and agricultural use in its developments on the Waianae Coast; we are concerned that limited supplies available for this future development are under great pressure to be allocated to large projects with private financing, as well as public projects at Kapolei.

-,. .. ~;

.~:-. -West Loch page 2 June 20, 1991

We understand that a study of recharge to the Ewa cap rock is underway. We are also interested in the recent studies of the sustainable yield of the "Waianae" portion of the Pearl Harbor Aquifer. We look forward to a more comprehensive view of the likely impacts of brackish water pumping from this area.

Thank you for this opportunity to express our concerns.

Warmest aloha,

f liku L. Drake, Chairman waiian Homes Commission

JOHN WAIHEE

GOVERNOR OF HAWAII

c.}r- """'lV--r d::. f... .. t. I t: 0

9 J J UN 5 p 3: 32 STATE OF HAWAII

DJV. OF WRff'RT"MENT OF LAND AND NATURAL RESOURCES

t AND DE VfLOPMEHfTATE HISTORIC PRESERVATION DIVISION

33 SOUTH KING STREET. 6TH FLOOR

HONOLULU. HAWAII 96813

June 4, 1991

MEMORANDUM

TO: Manabu Tagomori, Deputy Director Commission on Water Resource Management

FROM: ~on Hibbard, Administrator State Historic preservation Division

WILLIAM W. PATY. CHAIRPERSON

BOARD OF LAND AND NATURAL RESOURCES

DEPUTIES

KEITH W. AHUE MANABU TAGOMORI

. ---DAN T. KOCHI

AQUACULTURE DEVELOPMENT PROGRAM

AQUATIC RESOURCES CONSERVATION AND

ENVIRONMENTAL AFFAIRS CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE HISTORIC PRESERVATION

PROGRAM LAND MANAGEMENT STATE PARKS WATER RESOURCE MANAGEMENT

SUBJECT: Historic Preservation Review -- Well Construction and Pump Installation Permit Application (A & B Properties, Inc.) (Well No. 5428-02) TMK: 2-6-03 & 2-7-03, 04 Kukuiula, Koloa, Kauai

As previously reviewed for well no. 5428-01 (memo dated April 12, 1991), no historic sites are known to be present in the area planned for the pump. But a review of our files indicates that no archaeological inventory survey has taken place in this area. so we are uncertain if significant historic sites are present. Recent archaeological inventory surveys in the general area have found lava tubes (which contain habitation sites with burials). agricultural mounds, fields and canals. and habitation platforms and walls.

Given this information, we recommend that an archaeological inventory survey be conducted to determine if significant historic sites are present. Alternatively. if the parcel has had its land surface extensively disturbed in the past, the applicant should submit a description of this disturbance.

If you have any questions please call Nancy McMahon at 587-006.

JOHN WAIHEE

GOVERNOR OF HAWAII

91 J UN ~ pl' I 9 STATE OF HAWAII

DiV. OF WAiER & DEPARTMENT OF HEALTH

l AND DE V EL OPMENT HON:~U~~, B~:w:~;896801

June 4, 1991

JOHN C. LEWIN, M.O.

DIRECTOR OF HEALTH

In reply, please refer to: EMO/SOWB

Mr. Manabu Tagomori, Deputy Director Commission on water Resource Management Department of Land and Natural Resources state of Hawaii P.O. Box 373 Honolulu, Hawaii 96809

Dear Mr. Tagomori:

SUBJECT: WELL CONSTRUCTION PERMIT APPLICATION KUKUIULA-ALEXANDER AND BALDWIN BACK-UP WELL STATE WELL NO. 5428-02 KOLOA, KAUAI

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

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

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

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

.' ;.~ :

Mr. Manabu Tagomori Page 2 June 4, 1991

4. The operation of the well should not be allowed to adversely affect the water quality of nearby drinking water wells. The map accompanying the application indicates that the proposed well will be located within 4,000 feet of the Department of Water's Koloa wells (state well nos. 5427-01 and -02) and the Department of Land and Natural Resources' Koloa "En well (state well no. 5427-03).

If you should have any questions, please contact the Safe Drinking Water Branch at 543-8258.

SY:la cc: Paul Banks

Alexander and Baldwin 822 Bishop street Honolulu, HI 96813

, P.E., Chief Division

~ ,...--'-'DEPARTMENT OF WAThi ·-·r-r-,r-·,'r-'D t\ t:.. !... ... t.. i 't 1:. . COUNTY OF KAUAI

91 J UN 1.0 AIO: I 8

Olt}, Of WATER & lAND lH:Vi:LOPMENT

June 4, 1991

Mr. Manabu Tagomori

P.O. BOX 1706

LIHUE, HAWAII 96766-5706

FAX NO. 245-5813

Department of Land and Natural Resources Commission on Water Resource Management P.O. Box 621 Honolulu, HI 96809

Re: Well Construction Permit Application: Kukuiula-Alexander & Baldwin Back-Up Well, Well No. 5428-02, Koloa, Kauai, Hawaii, TMK: 2-6-03 and 2-7-03, 04

We do not have any objections to the drilling of the proposed well; however, we are concerned with the close proximity of the Koloa Cemetery and the residential developments along Omao Road to the proposed well if it will be used as a potable water source.

~~/,~ a nd H. ~ .... anager and Chief Engineer

GF:at

JOHN WAIHEE

GOVERNOR OF HAWAII



REF:WRM-BM

Mr. Thomas K. Kaulukukui Sr. Chairman & Trustee At Large Office of Hawaiian Mfairs 1600 Kapiolani Blvd., Suite 1500 Honolulu, Hawaii 96814

P. O. BOX 621


MAY 30 1991

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

Dear Mr. Kaulukukui:

WILLIAM W. PATY

CHAIRPERSON

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

ROBERT S. NAKATA

RICHARD H. COX

GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY

Well Construction and Pump Installation Permit Application

Transmitted for your review and comment is a copy of the following permit application:

Kauai

Well Name

Kukuiula-Alexander & Baldwin Back-up Well

Well No. Application Type

5428-02 Well and Pump

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

Should you have any questions, please contact Manabu Tagomori, Deputy Director at 548-7533.

Ene.

JOHN WAIHEE

GOVERNOR OF HAWAII

c


COMMISSION ON WATER RESOURCE MANAGEMENT REF:WRM-BM

Honorable Hoaliku L. Drake Director

P. O. BOX 621


MAY 30 1991

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

Dear Mrs. Drake:

WILLIAM W. PATY

CHAIRPERSON



GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY



Kauai

Well Name·





Should you have any questions, please contact Manabu Tagomori, Deputy Director at 548-7533.

WILLIAM W. P

Ene.

JOHN WAIHEE

GOVERNOR OF HAWAII

WILLIAM W. PATY

CHAIRPERSON


STATE OF HAWAII DEPARTMENT OF LANO AND NATURAL RESOURCES


Mr. Paul Banks Alexander & Baldwin 822 Bishop Street Honolulu, Hawaii 96813

Dear Mr. Banks:

P. O. BOX 621


MAY 29 1991

We have received your application and filing fee for a permit to construct and install a pump in a well (Well No. 5428-02) at Koloa, Kauai, (TMK 2-7-04:02). We are reviewing the application for completeness.

Should you have questions, please call the Regulation Branch of the Division of Water Resource Management at 548-7541.

U TAGOMORI

NF:bm


GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY

JOHN WAIHEE

GOVERNOR OF HAWAII


COMMISSION ON WATER RESOURCE MANAGEMENT REF:WRM-BM

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

Attn: Mr. William Wong

Dear Mr. Arizumi:

P. O. BOX 621


MAY 29 1991

WILLIAM W. PATY

CHAIRPERSON



GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY



Kauai

Well Name




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

Should you have any questions, plea contact our Regulation Branch, at 548-7541.

~~ U TAGOMORI

Enc.

State of Hawaii DEPARTMENT OF LAND AND NATURAL RESOURCES

Division of Water Resource Management Honolulu, Hawaii

MAY 29 1991

MEMORANDUM

TO:

FROM:

SUBJECT:

Mr. Don Hibbard, Director Historic Preservation Program

Manabu Tagomori, Deputy Director Commission on Water Resource Manage



Kauai

Well Name





NF:bm Enc.

Should you have any questions, please contact our Regulation Branch at 548-7541.

JOHN WAIHEE

GOVERNOR OF HAWAII



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

Dear Ms. Ziegler:

P. O. BOX 621


MAY 29 1991

WILLIAM W. PATY

CHAIRPERSON

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


GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY


Kauai

NF:bm Ene.

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

Well Name


Well No.

5428-02

Application Type

Well and Pump

Should you have questions, please c tact our Regulation Branch at 548-7541.

..

JOHN WAIHEE

GOVERNOR OF HAWAII



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

Dear Mr. Sato:

P. O. BOX 621


MAY 29 1991

WILLIAM W. PATY

CHAIRPERSON



GUY K. FUJIMURA

MANABU TAGOMORI

DEPUTY



Kauai

Well Name





ES:bm Enc.

Should you have any questions, please contact our Regulation Branch at 548-7541.

U TAGOMORI

-

~"

("'j State of Hawaii 0 COMMSslON ON WATER RESOURCE MANAGEMENT

Department of Land and Natural Resources Dlvi.ion of Water Resource M~rCe~~ i\j ;::~ 0

APPLICATION FOa

x WIt.L CONSTRUCTION PERMIT Q f ~.~ f'; v 16 .p I?: a .3 v; '·:i'i! !.. ~

-.A PUMP INSTALLATION PERMIT ::i,/, Oi':: /1 rER &

iRlflCOeTidAiI n .... rAKe or (,p, .na •• nd co.,I.,.a ."OCallOft ;r.L l~i(~c~~.Af.·,'i ",rtift.ion 01 •• Ier .nd tina o. .. lo,lIIln'. '.0. loa , I. Honolulu. H..... ...... ""Uc.tton IIIU.' b •• ceo-,ant.d b, a non-refund.bl. tWn, ," of US. 00 p.y.blt to the D.putlMnt .f Land and N.tur" ".lOUret.. (PWn, f" ..... d for p •• ", •• nt .,.ncl ... ) If n.c .... ry. phon_ su-nu. HYdrolol7/oeoletiOn 'or ... !atanet.

1. WILL LOCATION

Island Kapai " Tax Map Key 2-6-03 & 2~~-03,04 Address

(Attach a USOS map (scale 1"-2000') and property tax map .howing well location referenced to eatabUshed property boundarie •• )

2. WELL OWNER LANDOWNIR

Firm Name Alexander & Baldwin Contact PerlOn Paul Banks

-------------------Addres. 822 Bishop St.

Honolulu, Hawaii 96813

Phont 525-6611

Firm Name Alexander & Baldwin

Contact 'erlon Paul Banks -------------------------Addre.. 822 Bishop St.


Phont 525-6611

3. PROPOSID COH~RACTOR rOR: GWeU DrtlUn" OPump In.tallation Name Roscoe 1-10ss or Water Resources International, Inc. Phont ------------Address Contractor'. Llcenae No.

-------------------------4. PROPOSID WORK

EJ Drill Htw WeU C1 Deepen C1 RedriU C1 Alter C1 Seal CJ Abandon Il'Z In.taU Hew ~WDP C/ Replace Pump 0 Modify' Pump

(B neny dllcribe the proposed work and .nn In t~e dJagram on the back ot this Corm.)

5. PROPOSID 08B OMunlctpal (lncludlnr hotlla, stor .. , etc.) C/MIUtary &:lDomeltic (lndl'vtdual, noncommercial water 'Yltem.) C1lndultnal C7lrrilaUon (Ipeclty) OOther (speclfy) ___ _

8. PROPO,ID AMOUHT or WITHDRAWAL

T • PROPOSBD PUMP INrORMA'rION

1.5 mill~on. per day

Pump TYPI: £X7Vertical Turbine C7Subm.~stble ClCentrttugal Motor: ODie.el . ClOaa o Electric: _""'1"-!20"----Rated Horsepower Rated Pump Capactty 1050 gallon. per minute (rPm)

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Landowner (print) . ?Aq " \ &f.)'''''.:1S.S

Signaturt __ ~...;' .... )_ .... "":"c,;;;;;·.)---'\~€,..~=='~· .--.;;;;;;;;. __ _ Dati 1:.. -( \ ( i '., '-\ (

Signature Oatl b{}=x

Fof' Official ~'" Only: N" Zd Ch,clc,d BV ______ _

Cat. ------------------------

Latitw:I. -----Longi tucu ___ _

Hydro'ogic Unit ____ _

Stat. w.n No. ~-DZ... ~Mar No, k-8

•

• ·,

Briefiy delcribe the proposed work:

d 'II d' K 1 a~ Om:,o Road near T.oko ReserJIg; r The well will be r1 e 1no oa _~ __ ~_ ____ _ ___ -.---

The well will be a backup well to the well

in the application submitted in Feb mary

This well will also be drilled to penetrate into the Napal1 formatiop

Elevation at top of ca.ing ft •• m.l.

Cement Grout ~ ft. ---t--'1~"

Hole Di.. 21 in. ---+ ........

Total Depth 550 ft.-......

Rock Packini.5D.O... ft.

PROPOSED SBCTION OF WELL

Ground Elev, ,250 ft., mal· --~~~~~~----

SoUd Caling: Material ..:;s:.::t;.::e:.:;e.;:;;l ________ __

Length ..:.:40~0:._ ____ ---ft.

Diameter 14 in.

Wall thickne.. 5/16 in.

Jx IScreen I Material _~s ... teliii.:eli"l"--______ _ V

Caling: I IPerforated

Length _--...;5;u,iO~ ______ ft.

I Diameter 14 in .

I Wall thlckne.. 51] 6 in.

Openingl

~op.n Hoi.:

Length

Iq. In./ L. F. -----10.8

50 Diameter ___ ~1Qu... _____ in.

·Approximate elevation at time of fUing application. Final elevation (mIl) by a surveyor Ucenled by the State must be submitted .t start of construction.

Briefiy dtlcribe the proposed work:

Installation of a vertical turbine pump in the proposed backup well!

withdraw 1.5 million gallons per day for domestic use, should backup be necessary

for any reason.

o o

-'li11- 1 ·itlli11i1I~·I~' I.ITITII.I. -II - --~:i/'j 6/9 i PUMP INSTALLATION.,cRMIT (BACK-UP FOR K UK U I UlW"' • 5304530<-: $25.00

1'\ • 1'1. 1 UWJ.I. .. I_ \JUI";I"'UI";H I .LUI'!

PLEASE DETACH THIS STUB BEFORE CASHING

i=~. M. TOWILL COF::PfJRATION .... 4~~0 WAIAKAMILO F~OAD ... SUITeA11 HDNOLULU. HAWA I I 968l:7r-494i\···

59·169 1213

DATE

..;) I 7 <:1

003190 CITY BANK

Kapiolani Branch Honolulu, Hawaii

5/16/91

PAY ** •• ******************************** TWENTY-FIVE & 00/100 $1****25.00 .. : \ :::;~::::':: "":':::':\:::;'::::.::

TO THE ORDER

OF • DEPT OF L.AND & NA+UR*~ RESOI)~CE:S

p..tn'f '>JSt.

M·iJ·"

11100 :. ~ q01l1 I: ~ 2 ~ :'0 ~ (; q ~I: 05 111 0 ? It 5 (;8111 0 ~ "E;4 '2. '3 -oL ~I-t ~''"''V4" A4j 6 J51.r~~

DESCRIPTION

5/16/91 WEL.L CONSTRUCTION PERMIT (BACK-UP - KUKUIUL.A)

R. M. TOWIL.L. CORPORATION PLEASE DETACH THIS STUB BEFORE CASHING

R. M. TDWILL. CORPORATI~N 420 WAIAKAMILO ROAD. SUITE 411 HDNDLULU. HAWAII 96817-4941

PAY

TO THE ORDER

OF

*.*-******.*************************

• DEPT OF LAND & NATUf\.A~. f~ESOURCES

ACCOUNT NO. NET AMOUNT

5304530<:: $25.00

31B9

59·169 1213

003189

DATE

CITY BANK Kapiolani Branch Honolulu, Hawaii

5/16/91

~--------------------------------------------------------------+~-------------'

GROUNDWATER SUPPLY KOLOA REGION, KAUAI

John F. Mink January 21, 1991

Q

Sumbitted to Alexander and Baldwin, Inc.

o o GROUNDWATER SUPPLY FOR A NEW DEVELOPMENT

KOLOA REGION. KAUAI

John F. Mink January 21, 1991

The area planned for development lies near Koloa in the mid

portion of an environmentally similar region extending from

Hanapepe River to Mahaulepu between the headwaters of Huleia

Stream and the southern coast. It falls within the Koloa Aquifer

System in the Aquifer classification now used by the State. The

Koloa Aquifer System has an abundance of groundwater whose

occurrence and behavior is controlled by a complex subsurface

geology.

The region is dominated by rocks of the weakly eroded,

relatively flat-lying Koloa formation and secondarily by older,

deeply eroded ridges of the Napali member .of the Waimea Canyon

volcanic series protruding above the younger landscape. The most

extensive Napali exposure forms Haupu Ridge, the east to west

highland lying between Koloa-Mahau~epu and Huleia Stream. Other

Napali ridge exposures extend northward from Lawai and Omao.

Groundwater in the core of the planning area south of Koloa

is difficult to exploit. Water for domestic use is obtained from

wells located north of Koloa. Figure 1 is a map of the region

showing the locations of wells and test holes and also general

geologic units at the ground surface.

Average annual rainfall in the interior part of the region

is about 65 inches, while at the coast it is 35 to 40 inches.

Further inland rainfall increases. Much of the groundwater moves

1

o o into the region from recharge areas in the interior highlands,

but a signicant amount of recharge also takes place locally.

General Geology

TWo distinct series of volcanic rocks make up the island of

Kauai, an older one called the Waimea Canyon series and a younger

one named the Koloa volcanic series. Both are exposed in the

Koloa region. The Waimea Canyon series is a primary basalt

consisting of relatively thin layers of pahoehoe and aa with

clinker, the whole of which is very permeable except in dike

complex and caldera zones. The younger Koloa series consists of a

more complex suite of basalts which are thick and dense and

contain fewer intercalations of permeable material than the more

voluminous primary basalts.

waimea Canyon Volcanic Series

The Waimea Canyon series consists of four chemically similar

formations which were extruded from the primeval volcano but

differ by virtue of their emplacement under different physical

conditions. Of the four formations only the Napali member, the

most widespread of these early lavas, occurs in the region.

The Napali formation typically consists of thin flank flows

sometimes intruded with dikes and sills. In the Koloa region in

spite of sporadic dikes the formation represents the shield of

the volcano at some distance from the caldera. The sequence often

2

c comprises 25 percent or more of clinker, the rubbly material

between dense flows that provides much of the permeability of the

basaltic mass. The usual depth of soil and saprolite overlying

fresh Napali rock is 50 to 150 feet but may be considerably

deeper in stream valleys.

Koloa Volcanic Series

The lavas of the Waimea Canyon series were the product of

the main island building phase of the Kauai volcano. When this

phase ceased, a long period of quiessence set in' and the volcanic

shield became deeply eroded. Profound weathering and alluviation

took place, and marine sediments formed along the coast.

The Koloa volcanics erupted onto this highly eroded surface,

filling the deep valleys and engulfing the lower ridges and

plateaus. The Koloa lithologic sequence is very complex. The

lavas normally have low dips, less than 5 degrees, and consist of

dense, thick flows with few layers of clinker. Typically clinker

makes up less than 10 percent of the rock mass. within the.

section, lenses and beds of pyroclastics, such as ash and tuff,'

and the residue associated with local unconformities, such as

soils and alluvium and even marine sediments, frequently occur.

The Koloa has been deeply weathered, usually to about 50 feet but

frequently to more than 100 feet.

3

c o Sediments

Erosion of both the Napali formation and the Koloa series

produced large volumes of alluvium, much of which is caught on

hillsides, at the foot of steep mountains, in stream valleys, and

at the base of and within the Koloa section. During the

Pleistocene epoch eustatic changes of sea level left remnants of

deltaic and marine sediments including alluvium, coral reefs,

marl, sands and clays along reaches of the sea coast,

particularly at the mouths of valleys. The areal extent of

sediments within the region is limited and plays just a minor

role in hydrology, however.

Groundwater Hvdroaeology

Groundwater in Hawaii is defined as either basal or high

level. Basal refers to fresh water floating on sea water in

hydrodynamic balance; high level water is found in aquifers which

are not in hydraulic connection with the sea. In the Koloa region

small discontinuous high level aquifers occur in Koloa basalt but

not normally in the Napali formation. Basal water flows in both

the Napali and Koloa formations. continuity of the Napali aquifer

is disrupted by scattered intrusives, such as dikes, but

hydraulic connection persists over wide areas. The Napali basal

aquifer appears to be continuous from Haupu westward toward

Kalaheo and Lawai. It can't discharge directly into the sea

because it is covered by the Koloa formation at the coast.

In the Koloa a basal aquifer distinct from that in the

4

Napali underlies the region within a mile or so of the coast.

stacked above this principal, fully saturated aquifer are

numerous weakly connected perched aquifers that reach in some

instances to within a few feet of the surface. They cause marshy

conditions and are the source of seepage into gullies and

streams. The Koloa basal aquifer discharges to the sea along the

coastline.

Figure 2 illustrates hydrogeological relationships in the

Koloa and Napali formations. The section, which is generally

characteristic of the region, is drawn along a line from Puu 0

Hewe through Loko Reservoir toward the coast. The high head in

the Napali formation at such a short distance from the coast is

caused by the caprock effect of the unconformity between the two

formations and to the comparatively poor permeability of the

Koloa basalt. The unconformity is an erosional surface consisting

of low permeability weathered Napali rock and erosional debris

varying from terrestrial alluvium to marine deposits. An

unusually high basal head in the Napali is required to sustain

total leakage equal to total recharge to preserve mass

continuity. Under pre-pumping conditions the basal head west of

Waikomo stream was about 60 feet and east of it about 50 feet. In

the Koloa the basal head of approximately 10 feet about a mile

from the coast is caused by the overall inferior permeability of

the formation.

5

Napali Formation Well Behavior

The flank flows of all Hawaiian volcanoes, of which the

Napali is the chief example on Kauai, consist of highly permeable

basalt. Where these basalts extend over large regions and are not

disrupted by intrusive rocks, highly productive basal aquifers

occur. The Napali formation of the Koloa area is affected by

intrusives but nevertheless retains high permeability on a

regional scale. Its local productivity, however, may be affected

by the intrusives, though they are not effective barriers to

regional groundwater flow.

East of Waikomo stream, which is parallel to poipu Road and

Highway 52, seven wells have been drilled into the Napali

formation (see Table 1). These wells are very productive and show

superior characteristics which in turn reflect high aquifer

transmissivity. Specific capacity (pumping rate divided by

drawdown, or Q/s in gpm/ft) is as high as 370 qpm/ft in well

5527-01 (old no. K-36) at a rate of 3700 qpm and no lower than 98

gpm/ft in 5427-01 (old no. 16-A). The well parameter of great

importance to production effeciency, specific capacity per foot

of exposed saturated aquifer (Q/s/d), is also high. It is highest

in 5426-04 at 2.140 and lowest in 5526-01 at 0.138 gallons per

day per foot of drawdown per foot of exposed saturated aquifer.

The Q/s/d parameter permits a simple algorithm for

determining the number of feet of exposed saturated aquifer

6

o needed to accommodate a given production rate at a selected

drawdown. The expression is:

d = Q/as

in which d is feet of exposed saturated aquifer, Q is pump rate,

a is the value of the parameter Q/s/d, and s is fixed drawdown.

For instance, using Q/s/d = a = .422, the median of the Napali

wells, the depth of exposed aquifer required to yield 700 gpm at

a drawdown of 20 feet would be 83 feet.

The Napali wells east of Waikomo and Waihohonu streams show

heads ranging from 27 feet (5426-04) to 54 feet (5526-01, old K-

32). The common head range is between 45 and 54 feet over a

horizontal distance of three miles between 5628-01 (old K-8) and

5426-003 (old K-24), suggesting the existence of a hydraulically

continuous aquifer. The chloride content is 25 mg/l except at

5426-04 where it is 60 mg/l. Manifestly sea water intrusion is

not a concern. Total pumpage averages about 10 mgd.

West of Waikomo stream three producing wells and three test

holes have been drilled into the Napali basal aquif~r. All of the

borings evidently penetrated to the same aquifer, whose initial

head near Lawai was about 65 feet. Although basal, the aquifer

may be weakly compartmented by dikes through which flow is

insubstantial until a large head differential between

compartments occur. None of the wells show a chloride content of

more than 27 mg/l. Total production is about 5 mgd.

The Napali formation surfaces a minimum of 1.5 miles from

the coast and more commonly 2.5 to 3.0 miles inland. It plunges

7

beneath the Koloa formation at a moderately steep angle,

approximately 6 degrees on the average. At the coast, therefore,

expected depth to the contact is approximately 800 to 1000 feet.

Koloa Formation Well Behavior

The Koloa formation is grossly inferior to the Napali in

aquifer characteristics. Few wells have been drilled in the Koloa

where opportunities to strike the Napali are present. Where Koloa

wells have been drilled, success has been mixed. For example,

well 5531-01 (old 24) at Kalaheo penetrated 311 feet of saturated

aquifer but yielded only 150 gpm at a drawdown of 37 feet,

equivalent to a Q/s/d value of ~nly 0.013.

This well had a head of 370 feet when drilling reached 85

feet below sea level, typical of perched high level water in the

Koloa lithologic section. As the well was deepened the head

descended to a stable level of 43 feet, indicating penetration

into a basal aquifer. The initial chloride of 41 mg/l increased

to 72 mg/l during the pump test.

Two other wells penetrate the Koloa in the region, 5426-01

(15-A) and 5426-02 (15-B) near Koloa Mill. They were drilled in

1927 and evidently abandoned shortly afterward. Initial head was

122 feet, which stabilized at 119 feet after a pump test. This

high a head is characteristic of the stacked high level aquifers

in the Koloa formation. Records of a pumping test on lS-A in 1927

shows a rate of 10S0 gpm producing maximum drawdowns of 19.3 feet

at lS-A and 3.S feet in 15-B, approximately 500 feet away. The

8

computed transmissivity of 8235 sq.ft/day is equivalent to

hydraulic conductivity of 60 ft/day. Although less by a factor of

10 to 20 of the Napali conductivity, the Koloa can be used when

small capacity wells of a few hundred gpm are acceptable.

The largest water development site in the Koloa basalt of

the region is Shaft 3 (well no. 5530-01) in Lawai Gulch, one half

mile upstream of Lawai Bay. The station consists of infiltration

galleries totalling 2225 feet in length underlying the valley and

channel of Lawai Stream.. The invert of the tunnels is 10 to 15

feet below sea level. Apparently the tunnels themselves were not

not productive enough because 28 wells, ranging in depth from 300

to 600 feet, were drilled below the invert to enhance flow. Head

in the area is about 10 feet. Average output of the station was

1.0 to 1.5 mgd, which included occasional inflow from Lawai

Stream. The low productivity of the galleries emphasizes the

inferior hydrologic characteristics of the Koloa formation.

The statistics of nine Koloa wells in eastern Kauai show a

median for the parameter Q/s/d of .0225, nearly twenty times less

than that for the set of Napali wells noted earlier.

Conclusions About Production Potential of Groundwater

Without a doubt the Napali is far more favorable than the

Koloa formation for pumping wells. However, Napali rocks make up

the ground surface only at distances greater than about two miles

inland; toward the coast the Napali strata plunge under the

Koloa. At the coast the contact between the two formations lies

9

on the order of 1000 feet below sea level. Reaching the Napali

seaward of its last surface expression will require wells more

than 500 feet deep.

The Koloa can be successfully exploited with low capacity

wells, normally less than 300 gpm. An advantage of Koloa wells is

their placement near sources of demand; a critical disadvantage

is the requirement that the well must be deep to yield a

relatively small amount of water. A typical Koloa well would have

to be about 500 feet deep to produce 200 to 300 gpm.

site for Proposed Groundwater Development

In the project area lying between the coast and Koloa

feasible opportunities for obtaining groundwater are restricted

to the Koloa formation. Small capacity wells may be placed there,

but drilling depths would be excessive for the quantity of water

produced at each well. To get access to the deep Napali aquifer,

wells will have to be sited north of Koloa. Success of a well is

virtually guaranteed where the Napali outcrops, as ~t the

location of wells 5427-01 and 02 and 5527-01. The Napali,

however, is not exposed in A&B lands within reasonable distance

of the planning area. The nearest A&B parcel is Field 530, and it

is here that wells will to be drilled to penetrate to the Napali.

Field 530 appears to lie entirely on the floor of Poeleele

Valley. The Koloa formation carpets the valley, as it does the

bounding ridges also. If the original valley on the Napali

surface had been deeply cut by erosion, the Koloa may be thicker

10

c o than anticipated from the simple projection of the slope of the

Napali from ridges to the north. To avoid this possibility, a

well should be placed as far from the axis of the valley as is

consistent with land ownership. The most favorable placement

would be along Omao Road, which is on the ridge forming the north

side of Poeleele.

Assuming that the boundaries of Field 530 are as plotted on

the 1:24,000 quadrangle, the well site should be in the vicinity

of Loko Reservoir between Omao and Poeleele streams. The

elevation is about 220 feet. Projection of the Napali from its

nearest exposure suggests that the contact between the Koloa and

Napali lies between 100 and 200 feet below sea level. Then the

total depth from the ground surface to the top of the Napali is

320 to 420 feet. For purposes of specifying a well depth, let the

contact be 420 feet beneath the ground. The necessary penetration

into the Napali to provide a yield of 1000 gpm at a drawdown of

25 feet can be estimated from the Q/s/d parameter. The median for

the Napali is 0.422, and therefore the depth of penetration in

the saturated Napali must be,

d = Q/as = 1000/(.422) (25) = 95 feet.

As a result, total well depth will be (420+95) = 515 feet.

Preliminary Well Specifications and Estimated Cost

The first well to be drilled needs to serve as an

exploratory boring before being converted to a production well.

The bid proposal can be written to divide the work into two

11

phases with each costed separately. The first phase covers

drilling and testing of the exploratory boring; the second phase

includes reaming of the boring to production size and its

completion as a well with casing and screen, followed by a five

day pumping test. If the exploratory phase fails to prove the

existence of an economically exploitable groundwater supply, the

second phase will be cancelled. This two phase approach commits

money for each phase separately. About half of the potential

total cost is avoided if the second phase is not carried out.

The completed production well will have the following

approximate specifications:

Ground elev. 220 ft

Depth boring 550 ft

Casing dia. · . . . . . . . . 14 in.

casing length · . . . . . . . 400 ft

Screen dia. . . . . . . . . . . 14 in.

Screen length · . . . . . . . 50 ft

Grout length · . . . . . . . . 400 ft

Gravel length · . . . . . . . 50 ft

Uncased hole · . . . . . . . . 50 ft

Estimated costs of the exploratory and production well

phases, based on informal quotations from drillers, are as

follows:

1. Mobilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $40,000

2. Drill 10 inch diameter exploratory boring:

550 ft @ $210/ft ••••••••••••••••••••••••••• $115,000

12

3. pump test setup •••.••.....•..•.•.•.••...•.•.. $30,000

4. Pump test:

12 hrs @ $250/hr .......................... . $3,000

5. Sub Total .................................... $148,500

6. Ream boring to 21 inch diameter:

550 ft @ $200/ft ••••••••••••••••••••••••••• $110,000

7. Casing 14 inch diameter:

400 ft @ $72/ft ••••••.•••.•••••.•••••••••.• $28,800

8. Screen 14 inch diameter:

50 ft @ $95/ft · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. Grout:

400 ft @ $30/ft . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. Gravel:

50 ft @ $25/ft · . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Pump test setup · . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. Pump test:

$4,750

$12,000

$1,250

$30,000

120 hrs @ $250/hr ••••••••••••.••••••••••••• $30,000

13. water sample analyses .••••.•••••••••••••••.. $2,000

14. Sub total .••..•••••••.•••.••••.•••••••••.••• $218,800

15. TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $367,300

Note that the above does not allow for contigency expenses.

The total cost is for a completed well ready for installation of

a pump; it does not include the cost of a pump, controls and

appurtenances. The unit cost for the completed well is $668/ft,

which is slightly higher than the 'rule of thumb'cost of about

13

o $625 to $650 per foot.

A pump will cost on the order of $125,000. Lift to the

surface will require an approximately 80 HP pump. The specified

pump should be vertical shaft, not submersible.

14

MAP OF THE KOLOA REGION, KAUAI

Geology and Well Locations

Geology

Qa = alluvial sediments . Qkl = Koloa volcanic series Qkv = Koloa series volcanic vents

Twn = Napali member Waimea Canyon volcanic series

Wells

Wells are numbered by a minute of latitude and a minute of longitude. The first two numbers are for latitude, the next two for longitude. The last two numbers following the main four digit locator is the identifier of the well in the latitude-longitude minute block. For example, 5427-01 is latitude minute 54, longitude minute 27, and is the first well identified.

TABLE 1 Well Characteristics Koloa Region

Column Explanation

1. HQ: state well number by nearest minutes latitude, longitude

2. Geology: Geological formation of aquifer

3. Elev: Ground elevation in feet

4. Depth: Depth of well in feet

5. Depth MSL: Depth of well below sea level in feet

6. Koloa z: Thickness of Koloa formation in feet

7. Head: Elevation water table above sea level in feet

8. CI mg/l: Chlorides in milligram per liter

9. Test gpm: Pump rate during test in gallons per minute

10. DrDn: Drawdown in feet

11. QL§: Specific capacity in gpm/ft drawdown

12. Sat.Ag: Length of uncased well in aquifer in feet

13. O/s/d: Specific capacity per foot in aquifer

14. Cap.gpm: Installed pump capacity in gpm

15. Use: Irrig=irrigation; Mun.=municipal; obs.=observation

sld.=sealed

,,.-., -, 'wi "'-"

TABLE 1 Well Characteristics Koloa Region

No Geology Elev Depth Depth MSL Koloa z Head ~ Test gcm DrOn 9L! Sat.Ag Q/s/d Cap·gcm ..Y!!.-

5426-04 Napal i 157 393 -236 0 27 60 1500 7 214 100 2.140

5426-03 Napal i 214 318 -104 0 35

5526-01 Napal i 355 1010 -655 0 54 25 4000 47 85 615 .138 4000 lrrig.

5527-01 Napal; 357 1030 -673 0 53 25 3700 10 370 282 1.312 3750 lrrig.

5628-01 Napal; 439 0 45 24 lrrig.

5427-01 Napal; 245 455 -210 153 45 25 342 3.5 98 238 .412 1000 Hun.

5427-02 Napal; 245 518 -273 105 45 26 1230 9.6 128 303 .422 1100 Mun.

5529-03 Napal i 465 720 -255 337 60 24 2900 lrr;g.

5530-03 Napal; 600 695 -95 0 53 27 580 2 223 127 1.760

5530-02 Napali 440 750 -310 141 65 26

5530-01 Napal i 499 622 -123 160 62 24

5631-01 Napali 625 625 0 0 64 Cbs.

5529-01 Napal; 511 530 -19 202 65 Obs.

5426-01 Koloa 190 191 -1 191 119 1050 19.3 54 Sld.

5426-02 Koloa 209 3401 -131 340 119 45 Sld.

5531-01 Koloa 630 952 -322 952 43 72 150 37 4.1 311· .013

5430-01 Koloa 386 394 -8 394 366 Obs.

5429-01 Koloa 372 600 -228 600 12 Obs.

5529-02 Koloa 510 533 -23 533 11 Obs.

,-.....,

Figure 2

Geologic cross section showing position of Koloa volcanic series overlying the Napali member of the Waimea Canyon volcanic series.

- ' --------- ------- i~

. ':;' ... " I lb·;1 ¥1 ~ r J!.. \

------~:-----,---f-.:---~f----'i~---;J+, .I'-----------JI..I~--------lt--~---

~--------~~-----~I~-+----t0r-~~~~------~~~~~~------------~~~----i , I' '!' '" S:, I 11 I ~

: i I .'1 , I! ~ I ~IJ I i ~l I i i i ~ ~~ : ~ JI i' I I i I I JA \ i !

i I H 'i~ I i i\. ! I 'I ii, ~ I Ii: --~: ~I--,~--,~i-Ir, -,·~~!~i-+\-,I.~~\--~:-+:~~-rl: --~~-~~~.,i'~--: ~:~------~----~~~~

I !

! I I IS: v; j I I I 11\! i! I ~ Ii! I ! J: I :! I ! AI;

I l : :,..: ! ~! Iii J~l' i I • ~_ ~ I "

: ! , ,

~ ~ I I I J I I 1. Lll I !

~ : i ~ i 1/ :' I I IIJ. i I I ~ ~ !/ i 'E i I'lL' 'fJ 'i: i f I if i : i A' ,

:J ~ i ! I l!' j: if: It' -- t: 9 ,: I I Ii! i . ~ - II! K,\' . v Q ~ Ii: I [ i i !! id i ; ,t, i I I

~, ::1 a:i I iii iii : W: ' I Pi: u -~ .lIO~ i ! I I : i! : I :1.'1' ~ : i

~ R·~ : I I I I ! i I All f: !' ! ! rP ~ \ __ ,.J i: i I Ii: I iJ~ 1 I ... Iii '"

.:;; : i i ! ! \; ! fir I . ~: I ~ I' !!: I '\ I JI \. i il : ,_~

,I :11.! !if :! I i .v' .~-

.' i ! : I: I II': I i ~ ;:;t., I : i 1:/ : Afll ! I I '~ ,

, 1 : i ! I : It'! i I '2 !

I I II :~' I I ! •

, ! i /' At': ' , , I. '

! I,A: ! : ! I • iii

,All iii :: J i ! 1<' : I

i ! I J I -, : 1/; :

II I

t I ,

l

I I

I ,

! I

I 1 I I

i i

iii :

I - ! i

Q' : ; -~-

I U ~I -L.:r '1::1 , , .

. . ' " ....

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

.~:; (. (to

! . \ .. , ......... ,~ ...

~,~ .. . ;,',

\ \ , , ,...., .....

~.,.. ,"to '~... . ........ ~, • -.-.......... ~.-- 0. . . ~ ~

/.a.;;... G..) . t f'-- -~.

-~ o

,. : ....... .

...... .......

,

(\J ,

<l 'I . _ . .( - .~:

( III )"

;\ .• l:...\ )101>. ". . .

'~. \" \"

.:~k~;;~~ff:> .. ~~~~ii~~s~ .. " .. :... '.- :,!I{: ~..:.. ;,." ~ .

. i-".~~-; -... -~ . .... ::.Z·f~:-·:.:... .. [:-:-·\~:.-

. . .

.. ~.' .~:i '~~::~~ MAP 1"~ ZOCCI'

'. r'f'';~ '- ':'~'&'"'I .~#tC: .. ~

KUI<.U1 u/....t\ D~Y~L.Of'M~~1

~. LA P W ~ L.t... (..&I N"7"\'"'52 f\')M~ \"1-s-r-A\...-"'A\tD~

•

* ... ., ...

0-

,.. ?" "

o

o

I

J ;I

, . ~: •.

. -. '-Iii.

~ -~

b a: 0 0 z 0

(\I II -, -

II

•• -: .. to ",' • 4 • . A • .. .. . . "

~ . .,. . . •

. " .

. . ~.;

. . . .. ,. ,

. • .. --

.

I ' • ..

. , --

r

o

4''' ... It' .. :, •

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

n':¥/II"Odi7

........ ,..

,::;,; ~ .. :~; a ~,-.. , .. -, .... --.~. : .• :::.~~ ... n

.... .,

e

... ,~ , ,

11:'.1:#1 "'_

(ZSS •• , ..... )

",r

-< -',>0

f_~J_6. ... ~, •• ~ ....... ....

__ u-_____________________ . _____ ~ _____ , __________ ~.~~J:=~~C_.~=_M_G£n_~~

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

0 0

"""I

.Jl Q

r- ~~-

'¢ -

...... -

Ul 4

~ ~.~

~ j

~~~ ~.!'\.

W ~ -! ....

~

~ ",'i ...!."

~1~

.. ~~

" "- ~ ... ~

() pi t.

t~f

-"1"'1: - I ~}

. () t° "II

~~-

0t ~l.'

9 ~ ~ "i~ ,~ t r

~~~ ~

U J l~ R ~

~~~ :;

~

~I fal • :I 5

t' I~t

1

P.

li ....

.. '" ~ II'

'\.i ~I~ j ...

~ 1-' ..

}". liK I

cl- 0'

I I I: II

I

1 "J. " }

p -... ~ .0

'-" "

po' ~j,fI

/

\.-

i c .\ , 0' .. K~ '" -

I

' . •

. '

••

-, ' .

• i

'. I

R. M. TOWILL CORPOR.A.TION

4ao Wa,ia,ka,rn.110 Rd., #4~~ Honolulu, Hi eaB~7-4e4~ (BOB) B4a-~~33 Fa,:x: (BOB) B4a-~e37

Mr. Manabu Tagomori Deputy Director Department of Land and Natural Resources Division of Water and Land Development State of Hawaii 1151 Punchbowl Street, Room 227 Honolulu, Hawaii 96813

Dear Mr. Tagomori:

May 16,1991

SUBJECT: Applications for Back-up Well Construction and Back-up Pump Installation Permits Kukuiula Development, Koloa, Kauai, Hawaii TMK: 2-6-03 & 2-7-03

r-,'k-

",

' .. • .. 1 '" 1" tI-;

r" r' ':.:.:

:'~l;;.: ("T'i z -"'

(.:;::)

,::C",' "

" :~.;.;',

'k _ ... <:

0";) ,., ; ,

"

j .. -1) ,-.-,. ,I

,"";' ,~i : .... ,

I-I"! t ;J,;: ,

~;N.., c::> C) N

In reference to our earlier letter and applications dated February 11, 1991 for well construction and pump installation, we are submitting applications for back-up facilities at the same site.

The following items are included with this application submittal:

1. Completed Well Construction Permit application for back-up well. 2. Completed Pump Installation Permit application for back-up pump. 3. 1" = 2000' USGS project location map showing the proposed Kukuiula

Development site and the proposed back-up well and pump location (these are to be placed in the same vicinity as the primary facilities).

4. 1" = 1200' Property tax map (TMK: 2-6-01) covering the proposed Kukuiula Development site.

5. 1" = 800' Property tax map (TMK: 2-7-03) covering the general area of the proposed back-up well and pump.

6. 1" = 400' Property tax map (TMK: 2-7-04) covering the immediate area of the proposed back-up well and pump.

7. Groundwater Supply Report. 8. Separate filing fees for each application. 9. Copy of our earlier letter, dated February 11, 1991, requesting permits for the

primary facilities.

Engineers Planners Photogra,:rn.:rn.etrists Surveyors Construction Managers

Mr. Manabu Tagomori -2-

Please call me if you have any questions.

GHH:wpc1 Enclosures

cc: A&B Properties, Inc.

o May 16,1991

Very truly yours,

/--~~~ James H. Yamamoto, P.E. Project Manager

. .-.,

..""",

R. M. TOWILL CORPORATION

420 WAIAKAMILO RD .• SUITE 411 HONOLULU, HAWAII 96817-4941 (808) 842-1133 FAX (808) 842-1937

Engineering· Planning· Photogrammetry • Surveying· Construction Management· Energy Systems

Mr. Manabu Tagomori Deputy Director Department of Land and Natural Resources Division of Water and Land Development State of Hawaii 1151 Punchbowl Street, Room 227 Honolulu, Hawaii 96813

Dear Mr. Tagomori:

SUBJECT: Applications for Well Construction and Pump Installation Permits Kukuiula Development, Koloa, Kauai, Hawaii TMK: 2-6-03 & 2-7-03

(?~,.. Fort

~MtW..1

~(...1n~~

Kukuiula development is a master planned housing project proposed by A&B Properties, Inc. The Kukuiula project is situated on the southern coast of the Island of Kauai and consist of approximately 1,000 acres. The project area is bounded on the east by Poipu Road, to the south by Lawai Road, Lawai Valley to the west and steeper uplands to the north.

The development will require a well to be drilled in Koloa at Omao Road near Loko Reservoir. A vertical turbine pump must be installed at the well to withdraw 1.5 million gallons per day to serve the planned community.

We are submitting applications and related descriptive items to obtain a well construction and pump installation permit. Included with the enclosed are:

1. Completed well construction and pump installation permit applications. 2. Separate $25.00 filing fees for each application. 3. USGS project location map showing Kukuiula Development Phases 1 & 2

and proposed well and pump location (I" = 2,000'). 4. Property tax map showing area from Kukuiula development to proposed well

and pump location (I" = 600'). 5. Property tax map showing Kukuiula Development Phases 1 & 2 (I" = 600') 6. Property tax map showing proposed well and pump location (I" = 400').

7. Groundwater Supply Report.

c o Mr. Manabu Tagomori -2-

Please do not hesitate to call me should you have any questions or comments.

Very truly yours,

ct.:. ta-:t.. DYU:wpc3 Project Manager

Enclosures

cc: A&B Properties, Inc.

" "

> . -State of Hawaii

CO~SION ON WATER RESOURCE MOGEMENT M'Partm4mt of Land and Natural Resources

Division of Water Resource Manage_men~ j", :=- '--, ':: 0

APPLICATION FOR 1";$

WBtL CONSTRUCTION PBRMIT

~ PUMP tNST ALLATION PERMIT

~i -! '6 , Pi2; 03

541-15U. HrdroloufOeolOl1 Section 'or ... a.tlnee, (PUln. ," .alved '0. rovemlllent •• enc:l .. ,) "neUII.ry, phone

~1o'u\U\...A-- At-e:x.~~R4 ~WI~ e~-up W€LL , 1. WBLL LOCATION

IIland Kauai Tax Map Key 2 6 03 Or 2 7 03 • 04

Addres.

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

2. WELL OWNER LANDOWNBR


Contact Person Paul Banks


Contact Perlon Paul Banks ------'----------------------------------------Address 822 Bishop Street Addres. 822 Bishop Street

Honolulu. Hawaii 96813 Honolulu, Hawaii 96813

Phone 525-6611 Phone 525-6611

3. PROPOSBD CONtRACTOR POR: DWell DrUllng' fiJPump Installation Name Roscoe Moss or Water Resources International Inc. Phone

Addre.. Contractor's License No.

4. PROPOSED WORX

CJ DrW New Well CJ Alter

a Deepen CJ Seal

o Redrill o Abandon

--------

CZ1 Inatall New ,ump CJ Replace Pump o Modify' Pump

(B rieny de.crib. the propo.ed work and ,nn In the dI.gram on the back of this Corm.)

5. PROP08BD UIB

OMurucipal (including hotela, store •• etc.) o MiUtary G7Domestic (individual, noncommercial water systeml) Olndultrial OlrrigaUon (specify) OOther (specify) ___ _

6. PROPOSBD AMOUNT or WITHDRAWAL 1.5 wi 11 i on gallons per day

T. PROPOIBD PUMP INPORMA TION

Pump Type: i:7Vertical Turbine o Submersible o Centrifugal Motor: ODle.el . OGa. o Electric: 120 Rated Horsepower Rated Pump Capacity 1050 gallons per minute (gpm)

......;.;:.;;.-------

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

'lieU OWner (print} _?_rA,..;..,j-.;:L-~..1-....:~=A::.J./V'::;-~t::;;.;:'::;'=-' __

Signature -8- ? \ &_ ( D at. l1 ¢>" I J.. I q 9 (

Fol' Official fJ' •• Only: Fi. ld Ch,ck,d 8y ______ _ LatitucU

Landowner (printS .eA .... ~ t· l~Ab->~

Signature ri?q.....Jd \: En Date M b 'i \~, ! j3 !

------ Hydrologic Unit _________ __

Cat. -------------------------

l.cngi tucu ____ _ Stat, W,lt No. s4z..B ..... 02.. Quad Map Air;). K-8

" (

\ -Brieny delcribe the proposed work:

Installation of a vertical turbine pump in the proposed backup weill

withdraw 1.5 million gallons per day for domestic use, should backup be necessary

for any reason.

Cement Qrou t .1Ul!L ft.

Hole Dia. 21 in.

Total Depth ~ ft.-.....

Rock Packing500 ft. -

PROPOSED SECTION OF WELL

Ground Elev. ' 250 ft., mal·

SoUd Caling: Material steel

Length ,,00 ft.

Diameter 1" in. Wall thicknel. 5/16 in.

~Caaing: I IPerforated

I Material __ ~s.::.t;;;,ee;;;;,;l;:.-. _____ _ *- I Screen

Length 50 I Diameter __ -o:;.1~4 ______ _ I

ft.

in. Wall thickne88

Openingl

~op.nHOI.: Length

10.8

50

5/16 in.

Iq. in./L. F.

Diameter ____ .LI1O"-____ in.

-Approximate elevation at time of ming appUcaUon. Final elevation (mIl) by a lurveyor Ucen.ed by the State mUlt be lubmitted at start of construction.

','

~ ., •..• i'

...... I, , .... , . , "

,.J 'J

1 t

", . ...

·.1"'\. State of Hawaii t"'\ COMWiSION ON WATER RESOURCE MJlll!!fAGEMENT

Department of Land and Natural Resources Division of Water Resource M~,~efJ'l!!nt /_ ,~,

t \ ~__ ~ __ ~ =.. - 'z'- L: LJ

APPLICATION Faa

.2 WBtL CONSTRUCTION PBRMIT

PUMP INSTALLATION PBRMIT

Si f//~Y 16

t ~ :,: .:~~._: _ . ;.~; ".~ i'~~f? & IAITiUefiONi: pt .... pl1ft. or i7'P. .na •• nd _,I.I.a ."Deltlon .tti;' ~i'll~fu.i.Ati- ii;: -H~favt.lon or ".,., end Lenao. .. lo,lIIlnt. '.0. 10. 'U, Honolllili. H •• ln "lot. Ap,Ueltton mll.t b •• e_pud.d by I non-refllnd.bl. fWnr fM of U5.00 p.".bll to th. D.put_nt 0' Land IIId H.tlln. Il._rce.. (PWnr '" .alvld 'or rov.mm.nt .r.net ••. ) If n.e .... ,.,.. phone 541·nU. HYdrolonlaeol~tlOn 'or ... latlftee.

, 1. WILL LOCATION

Illand Kauai " Tax Map Key 2-6-03 & 2-~-03,04

Addre'l (Attach. USGS m.p (scale 1"-2000') and property tax m.p showing well loc.tion referenced to elt.bUshed property boundari .. ,)

2. WBLL OWNBB

Firm Name Alexander & Baldwin Contact Person Paul Banks

--------------------Addresl 822 Bishop St.


Phone _'""""'52 ... 5""-... 6~6;oi1;l..:;1 ____ _

LANDOWNIB


Contact Pereon Paul Banks --------------------------Addres. 822 Bishop St.


Phone 525-6611

3. PBOPOSID CON~BACTOB FOR: GWeU DrU11ng' OPump Installation Name Roscoe 1'10ss or Water Resources International, Inc. Phone --------Addre.. Contractor's Ltcen.e No.

4. PROPOSID WORIt

I!fJ DrW New WeU CJ Deepen CJ aedrill o Alter CJ Seal 0 Abandon CJ In,taU New ?ump a Replace Pump 0 Modify' Pump

(B rieny de,cribe the propoaed work and fill in the diagram on the b.ck of this form.)

5. PROPOSID OSB

OMunlctpal (including hotela. stores. etc.) o Mtut.ry &J'Domelttc (Individual. noncommercial water systeml) Olndu.trial Olrri,aUon (Ipectfy) GOther (spec1fy) ___ _

8. PROPOSID AMOUNT OF WITHDRAWAL 1.5 mill~On' per day

T. PROPOSID POMP INFORMATION

Pump Type: lDVertical Turbine o Submersible o Centrifugal __ ..I1..;.z .... O ____ a.ted Horsepower Motor: ODie •• 1 . OOa. OElectric:

Rated Pump Capacity 1050 gallons per minute (gpm)

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

Signature __ ~ .... ' ..,;;;==;;;;w;;;D ........ \~~~;;;:·r;;;;;;;;~ __ Date be, y \ 58 ! 3 q (

For OfficiaL ~' •• OnLy: Fi" Ld Ch"c1c"d By ______ _ LatitutU

Landowner (print)' ?A"y', \ . &£1"""-4

Signature _-t;...oL.:ii:~--=9~--.;..,,\ ,_k=~=t=-___ _ Date IJe =t J (, I > 1"i \

----- HydroLogic Unit _______ _

Cat. -------------------------

LongitutU ____ _ Stat' ,.,.ll No. '54-z.-g. -CfZ... Q.wu;I M~ lJo, k. - £3

..

"

"

\

I ,I c o

Briefly describe the proposed work:

The well will be drilled in Koloa at Omag Egad pear Taka Reservojr

The well will be a backup well to the well preYious'}! described

in the application submitted in Fehrpaqr.

This well will also be drilled to penetrate into the NaDal j fgrmati OD

Elevation at top of caaing ft",m.l.~

f.! ---" Cement ~ ,.

Grout 400 ft. ---+---4".~ •

Hole Dia. 21

Total

in.---+-......

Depth 550 ft.

Rock Packing.5LlQ.. ft.

. -." .. .. ,

PROPOSED SECTION OF WELL

Ground Elev. ,250 ft., msl· --~~~~~~------

Solid Casing: Material ..;s;:.;t::.;e::.;e;.:l;..-.. _______ _

Length _4.:.;0;.;0 ________ ft.

Diameter 14 in.

Wall thickness 5/16 in.

~CaSing: I IPerforated

I Material _~s.lr;,tlii:ee5O.;1 ..... ______ _

~/x I Screen

Length __ ..I.Iso"--______ ft.

I Diameter 14 in.

I Wall thickness 5/] 6 in.

Openings

~op.nHOle: Length

sq. in./ L. F. -----10.8

50 Diameter ___ --L1 /.1.0 ______ in.

-Approximate elevation at time of fUing application. Final elevation (msl) by a surveyor llcensed by the State must be submitted at start of construction.

': J ", .. " '",' i

:1 .. ;.

" ;:-} " "

,. .. : ',' .!.

...••. " ." .. " ... ", " I. ....

.:"'-;-'''''':' t ..

CHECKLIST ~ELL ~PUMP · 2011. 6. 23. · john waihee governor of hawaii state of hawaii department...

Documents

Transcript of CHECKLIST ~ELL ~PUMP · 2011. 6. 23. · john waihee governor of hawaii state of hawaii department...