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ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe...

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LINDA LINGLE GOVERNOR OF HAWAII Mr. Glenn Oyama STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621 HONOLULU, HAWAII 96809 January 2, 2003 City and County of Honolulu Board of Water Supply 630 South Beretania St. Honolulu, HI 96843 Dear Mr. Oyama: Well Completion Report for Well No. 3405-05 ERIC T. HIRANO ACTING CHAIRPERSON MEREDITH J. CHING CLAYTON W. DELA CRUZ BRIAN C. NISHIDA HERBERT M. RICHARDS, JR. DEAN A. NAKANO ACTING DEPUTY DIRECTOR 3405-05.wcr We received your Well Completionleport Part I for the Helemano Deep Monitor Well (Well No. 3405-05) on December 4, 2002 and acknowledge that it is complete. Thank you for your attention to this matter. If you have any questions, please contact Lenore Y. Nakama of the Commission staff at LYN:ss Sincerely, DEAN A. NAKANO Acting Deputy Director ,/ ______________________________ w't
Transcript
Page 1: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

LINDA LINGLE GOVERNOR OF HAWAII

Mr. Glenn Oyama

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU, HAWAII 96809

January 2, 2003

City and County of Honolulu Board of Water Supply 630 South Beretania St. Honolulu, HI 96843

Dear Mr. Oyama:

Well Completion Report for Well No. 3405-05

ERIC T. HIRANO ACTING CHAIRPERSON

MEREDITH J. CHING CLAYTON W. DELA CRUZ

BRIAN C. NISHIDA HERBERT M. RICHARDS, JR.

DEAN A. NAKANO ACTING DEPUTY DIRECTOR

3405-05.wcr

We received your Well Completionleport Part I for the Helemano Deep Monitor Well (Well No. 3405-05) on December 4, 2002 and acknowledge that it is complete. Thank you for your attention to this matter.

If you have any questions, please contact Lenore Y. Nakama of the Commission staff at

LYN:ss

Sincerely,

DEAN A. NAKANO Acting Deputy Director

,/

______________________________ w't "~~'""."'>t

Page 2: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

.' o BOARD OF WATER SUPPLY

CITY AND COUNTY OF HONOLULU 630 SOUTH BERETANIA STREET HONOLULU, HI 96843

at DEC &1

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

Dear Ms. Nishioka:

o JEREMY HARRIS. Mayor

EDDIE FLORES. JR.. Chainnan

CHARLES A. STED, Vice Chairman

JAN M.L.Y. AMII

HERBERT S.K. KAOPUA. SR. DAROL YN H. LENDIO

BRIAN K. MINAAI. Ex-Officio

CLIFFORD S. JAMILE Manager and Chief Engineer

DONNA FAY K. KIYOSAKI Deputy Manager and Chief Engineer

Subject: Helemano Deep Monitor Well (3405-05), Well Completion Report - Part I

Attached for your review is the Well Completion Report for the subject well. Specific conductance logging ofthis well will provide us with information on the fresh water lens profile within the Waialua area.

Should you have any questions, please contact Glenn Oyama at

Attachments

Very truly yours,

~~ fw CLIFFORD S. JAMILE Manager and Chief Engineer

Pure Water . .. our greatest need - use it wisely

Page 3: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

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Page 4: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o o State of Hawaii For Official Use Only:

COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources

RECE'VED

WELL COMPLETION REPORT - PART I Well Construction 02 DEC 4 p 4: I 3

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 C Ml,lISSION ON WATER assistance, please consult the Hawaii Well C;:onstruction and .~ump I~stallati~n Standards o.r ?all the Reg~lation R 01 :i~CE Ml;NAGEMEHT Branch at For updates to this form or additional Informallon, please VISit our webSite at . . http://www.state.hi.us/dlnr/cwrm/

1. State Well No.: 3405-05 Well Name: HELEMANO DEEP MONITOR WELL Island: OAHU

2. Address: Tax Map Key: 6-4-001: 6

3.

4.

5.

-----------------------------------------Drilling Company: BEYLIK DRILLING, INC.

Drilling method used during contruction: IX! Rotary 0 Percussion 0 Other (describe)

Date Well Construction (drilled,cased,grouted) completed: 8/21/02 Fill out attached Driller's Log month/day/year

In addition to the driller's log, If a geologic log was prepared, please submit with this form.

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

7. Initial water-level encountered 390 ft. below ground Date and time of measurement: 8/19/02 month/day/year time

8. Step-Drawdown Test completed? IX No 0 Yes Attach Step-Drawdown Test form (12/17197 SDPTD Form)

ft. above msl Date and time of measurement: 8/19/02 month/day/year time

ppm Date and time of sampling: month/day/year time

12. Temperature: __________________ __ OF Date and time of measurement: month/day/year time

13. Fill in the as·built section on the other side of this sheet.

14. Fill in attached surveyor's report.

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. The proposed manufacturer's rated pump capacity is ____ gpm at a head of _______ ft.

17. Remarks: WELL SECURED WITH LOCKABLE COVER

Licensed Driller (print) ~YLIK ~T-'-----

Signature __ ~~~~

C-57 Lic. No. _______ ~Q-21896 _______ _

Date _______ ~~=7-~} __________ _

Permittee (print) BOARD OF WATER SUPPLY

Signature Date __ ~:~~ 02. ________ _

weR1 Form 9112/01 Page 1 of 4

/ /

--------------------------------_ .. -

Page 5: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

'.J .. .,.... '.: .

Page 6: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

"

13, AS-SUILTQLL SECTION o

(Please attach as-built if different from diagram provided bfJlow)

I

/ Hole Diameter: 12-1/4 in

Elevation at top of casing~' 7~ft., msl* l r (to nearest 0.01 ft.) "- Minimum of 2' Radius & 4" Thick Concrete Pad

.. ~ r:v~ .£ Ground Elevation: ____ ft., msl Bench mark 1 ... •· ~.:;. .' .... elevation: ~~, ' .. , I/, ~ II~\

~./: .. ' Please refer to the ...

~.28ft., msl* . '. ,' .

HAWAII WELL CONSTRUCTION AND 400_fl.

:. ~. :. f·

(Survey to nearest Cement Grout: '~'.: .. ' PUMP INSTALLATION STANDARDS :'0': 0.01 ft.) (min. 70% of distance from ::";; .:11>" >- to ensure that your as-built is in compliance

ground elevation to top of ~:!: ~ :~:: CI)

with applicable standards. ,:.6: ij} water surface or 500 ft., ' .. , .....

>.::' ,',:: " Qi whichever is less.) r > ;,.-: .' . CI)

':,'l .:. :: ...J

',',: ::.~ . 2 Solid Casing: (~ 90% x (Ground Elev.-Water Level Elev))

Annular space between . :-: ;. !tI

400 . .; .... ~::: !;: Length: ft .

hole and casing (min.3"): ff : olio: , : o. ..... :> Nominal Diameter: _____ B-_______ in.

_~-1/8 in. V ,'::: :',:: " CI)

::.: .. ~ -: .. ij} Wall Thickness: 5/16 in. :.....-- :.!-. :: :: "0

Bottom Elevation:. _____ 6_~?8 _. ___ f·.··: c ft., msl ~' .. : ::J

- t--

, -:.- e

Rock or Gravel Packing: Q. x

Total Depth - ft. '#. 110jLft.

---- ...... \) 0 Open Casing: o Perforated o Screen Material: ~

C1l N

o Crushed Basalt t:5, Length: ft. o Rounded Gravel / Nominal Diameter: in.

.:<:L ~

Ccc :c",'" Wall Thickness: in. Water Level Elevation:

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

) 6 • 2~L.ft. msl* - ~

Bottom Elevation: ---------- ft., rnsl '-t-

'<~ ',' , :, ",:,

'd:o" Open Hole:

<~:~~ Length: 700 ft. ,;>

7":"1/8 ;~->["": .. Diameter: in.

-693.72 - Bottom Elevation: ft., msl -----------* m sl= m ean Iv sea e el

Solid Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSI/AWWA C200 0 API Spec. 5L ii ASTM A53 0 ASTM A 139

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

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

ABS Plastic conforming to ASTM F480 and ASTM D1527: (check one) 0 Schedule 40 0 Schedule 80

PVC Plastic conforming to ASTM F480 and (ASTM D1785 or ASTM D2241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM D2996

o Centrifugally Cast Resin Pipe conforming to ASTM D2997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA C950

o PTFE Fluorocarbon Tubing conforming to ASTM D3296

o FEP Fluorocarbon Tubing conforming to ASTM D3296

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): 0 ASTM A242 0 Type E 0 Type S 0 Grade B 0 Other

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

ABS Plastic conforming to ASTM F480 and ASTM D1527: (check one) 0 Schedule 40 0 Schedule 80

PVC Plastic conforming to ASTM F480 and (ASTM D1785 or ASTM D2241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM D2996

o Centrifugally Cast Resin Pipe conforming to ASTM D2997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA C950

o PTFE Fluorocarbon Tubing conforming to ASTM D3296

o FEP Fluorocarbon Tubing conforming to ASTM D3296

WCR1 Form 9/12101 Page 2 of 4

Page 7: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o o Helemano Deep Monitor Well (3405-05)

Depth Remarks 0 5 reddish-brown lateritic soil 5 10 reddish-brown lateritic soil 10 15 reddish-brown lateritic soil 15 20 reddish-brown lateritic soil 20 25 flaky cuttings, 5-10 mm, dense light gray aphyric basalt 25 30 flaky cuttings, transitional to round dense cuttings 30 35 25 mm subrounded cuttings, dense light gray basalt 35 40 25-40 mm subrounded cuttings, dense light gray basalt 40 45 light gray aphyric basalt - very fine phenocrysts 45 50 light gray clinker 50 55 light gray-brownish clinker wI plagioclase phenocrysts 55 60 same as above, 1 sample with a 5-6 mm plagioclase phenocryst 60 65 compacted clay 65 70 light gray clinker (aa core) fine cuttings 70 75 fine gray cuttings 75 80 same as above, transitional to light gray basalt 80 85 light gray clinker 85 90 light gray vesicular basalt, 2 mm vesicles 90 95 no sample 95 100 weathered dark gray-reddish vesicular basalt, 1-2 mm vesicles 100 105 light gray vesicular weathered basalt 105 110 gray-violet clinker wI irregular 1 mm vesicles 110 120 same as above 120 125 light gray clinker wI plagioclase phenocrysts 125 130 light gray vesicular basalt, 2-3 mm vesicles 130 135 same as above, 1 mm vesicles 135 140 same as above, 2-3 mm vesicles 140 145 light gray clinker 145 150 transitional to brown aphyric basalt, irregular vesicles 1-2mm 150 155 same as above with sparse plagioclase phenocrysts «1%) 155 160 same as above 160 165 same as above 165 170 same as above 170 175 same as above 175 180 same as above 180 185 same as above 185 190 same as above 190 195 same as above 195 200 same as above 200 205 same as above 205 210 same as above 210 215 brown basalt with irregular vesicles 215 220 same as above 220 225 same as above 225 230 same as above 230 235 same as above 235 240 light gray basalt with irregular vesicles 1-2mm 240 245 same as above 245 250 light gray dense aphyric basalt, semi flaky cuttings

------------------------------------------._-----------------------------------------",.--"-

Page 8: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

· .

Depth 250 255 255 260 260 265 265 270 270 275 275 280 280 285 285 290

break in sequence 350 355 355 360 360 365 365 370 370 375 375 380 380 385 385 390 390 395 395 400 400 405 405 410 410 415 415 420 420 425 425 430 430 435 435 440 440 445 445 450 450 455 455 460

break in sequence 620 625 625 630 630 635 635 640 640 645 645 650 650 655 655 660 660 665 665 670 670 675 675 680 680 685 685 690 690 695 695 700 700 705

o o Helemano Deep Monitor Well (3405-05)

same as above same as above same as above same as above same as above same as above same as above same as above

Remarks

brown gray vesicular basalt having irregular vesicles same as above same as above same as above same as above same as above same as above brown vesicular basalt wI irregular vesicles gray aphyric basalt same as above brown gray vesicular basalt same as above same as above gray aphyric basalt wI white tinged edges, flakey cuttings same as above same as above same as above clinker clinker gray aphyric basalt wI irregular vesicles same as above same as above

gray vesicular basalt, 1-2mm vesicles same as above brown-red vesicular basalt wI irregular vesicles gray aphyric basalt gray vesicular basalt gray-brown basalt, <1 mm irregular vesicles same as above gray aphyric dense basalt wI white edges same as above same as above same as above brown vesicular basalt - rounded vesicles 1-2mm transitional to gray basalt vesicular basalt wI rounded vesicles 4mm gray basalt wI irregular vesicles same as above gray vesicular basalt, 1-2mm vesicles

Page 9: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

· . o o Helemano Deep Monitor Well (3405-05)

Depth Remarks 705 710 gray aphyric basalt 710 715 same as above 715 720 same as above 720 725 same as above 725 730 brown vesicular basalt wI rounded vesicles 1-3mm 730 735 same as above 735 740 same as above 740 745 same as above 745 750 same as above 750 755 same as above 755 760 same as above 760 765 same as above 765 770 same as above 770 780 brown clinker 780 785 gray aphyric dense basalt 785 790 same as above 790 795 gray vesicular basalt wI irregular vesicles 795 800 same as above 800 805 gray aphyric dense basalt 805 810 gray clinker 810 815 gray basalt, 1 mm vesicles 815 820 same as above 820 825 gray vesicular basalt 825 830 same as above

break in sequence 835 840 same as above 840 845 dense gray vesicular basalt wI white tinged edges 845 850 same as above 850 855 brown vesicular basalt, 1-2mm vesicles 855 860 gray aphyric vesicular basalt 860 865 same a above 865 870 same as above 870 875 gray aphyric basalt wI irregular vesicle 875 880 same as above 880 885 same as above 885 890 gray vesicular basalt wI 2-3 mm rounded vesicles 890 895 same as above 895 900 reddish-brown vesicular basalt wI irregular vesicles 900 905 gray vesicular basalt wI <1 mm rounded vesicles 905 910 reddish-brown vesicular basalt, 1-2mm rounded vesicles 910 915 same as above 915 920 same as above 920 925 reddish clinker 925 930 same as above 930 935 gray aphyric basalt wI irregular vesicle 935 940 same as above 940 945 same as above 945 950 gray aphyric dense basalt 950 955 same as above

Page 10: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

". . .

Depth 955 960 960 965 965 970 970 975 975 980 980 985 985 990 990 995 995 1000 1000 1005 1005 1010 1010 1015 1015 1020 1020 1025 1025 1030 1030 1035 1035 1040 1040 1045 1045 1050 1050 1055 1055 1060 1060 1065 1065 1070 1070 1075 1075 1080 1080 1085 1085 1090 1090 1095 1095 1100

o o Helemano Deep Monitor Well (3405-05)

Remarks gray basalt wI olivine phenocrysts red clinker gray clinker gray aphyric basalt same as above reddish vesicular basalt wI 1 mm rounded vesicles gray vesicular basalt wI 1 mm rounded vesicles gray aphyric dense basalt gray aphyric dense basalt wI 1 mm irr. vesicles. Fine plag. phenocrysts gray aphyric bsalt gray clinker gray aphyric basalt same as above gray vesicular basalt wI weathered olivine phenocrysts same as above same as above same as above wI 10% olivine gray vesicular basalt wI deposit filled cavities same as above gray basalt wI olivine phenocrysts - 10% same, olivine conc. >10% gray vesicular basalt wI 10% olivine same as above gray basalt wI olivine phenocrysts same as above reddish-brown clinker wI 2-3mm rounded vesicles gray violet vesicular basalt, 2-3mm rounded vesicles gray vesicular baslt wI 1-2mm rounded vesicles same as above

--.,," ~

Page 11: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

.;:,.---. -, , "" . ..3. ........ o . HALEIWA QUADRANGLE

(portion of)

Scale 1 :24,000

o

-----------_________ , __ , 1""'--..--~-..... ·r _______________ It_

Page 12: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

PLOT PLAN (Provide Latitude and Longitude of well referenced to NAD27 to nearest second)

Well Elevation

Benchmark Elevation 406.28 f (0.01 ft. above msl)

Concrete Pad

Benchmark reference control point

886-15

Elevation = 47 feet above M8L

This work was prepared by me or under my direct supervision.

Miles S. Rorie Licensed Professional Land

Surveyor Certificate Number 10007 Exp. Date: 4/04

weR1 Form 9112101 Page 4 0(4

Page 13: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

~ WELL CONSTRUCTION PERMIO lrelemano Deep Monitor. Well No. 3405-05

Note: This permit shall be prominently displayed at the site until the work is completed

/

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works", this document permits the construction and testing of Helemano Deep Monitor (Well No. 3405-05) at Kamehameha Hwy., Helemano, Oahu, TMK 6-4-001 :001, subject to the Hawaii Well Construction & Pump Installation Standards (1/23/97) which include but are not limited to the following conditions:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

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

The well construction permit shall be for construction and testing of the well only. A minimum 11/4-inch diameter monitor tube shall be permanently installed, in a manner acceptable to the Chairperson, to accurately record water levels. The permittee, well operator, and/or well owner shal coordinate with the Chairperson and conduct a pumping test in accordance with the Standards (a pump testing worksheet is attached). The permittee, well operator, and/or well owner shall submit to the Chairperson the test results as a basis for supporting an application to install a permanent pump and withdraw water for use. No permanent pump may be installed until a pump installation permit is approved and issued by the Chairperson.

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

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

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

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

The following shall be submitted to the Chairperson within sixty (60) days after completion of work: a. Well completion report, (attached - Part I, Well Construction Report). b. Elevation (referenced to mean sea level, msl) survey by a Hawaii-licensed surveyor. c. As-built sectional drawing of the well. d. Plot plan and map showing the exact location of the well. e. Complete pumping test records, induding time, pumping rate, drawdown, chloride content, and other data.

The pe~itt~L~1I op~rator, and/or well owner shall comply with all applicable laws, rules, and ordinances; non-compliance may be grounds for revocation of UlIS permit.

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

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

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

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

Special conditions in the attached cover transmittal letter are incorporated herein by reference./··

c-Date of Approval: October 17, 2001

October 17. 2003 GILBERT S. COLOMA-AGARAN, Ch , person Commission on Water Resource Management Expiration Date:

I have read the conditions and terms of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and underlying condition of my ability to proceed and understand that I shall not commence work until I and the driller have signed, dated, and returned the permit to the Commission. I also understand that non-compliance with any permit condition may be grounds for revocation and fines of up to $1000 per day starting from the permit date of approval.

Date: ______ _ Permittee's Signa~ ~ ~ Printed Name: Manager and Chj ef Engineer Firm or Title: Board of lijit~r SuJhJj y

-":fJv;;::a--k~}J-.-1Y/'------- C-57 License #: Ac.-tl i'IIL . ~te: -=':.:...L4,;.::i~, +-l ~.~:.:...!.~..:../_ (l.... ~ d } It, (d.. St.it- 1lYL Firm or Title: ~ It,. '\k-;II ; .. ;4 e "" . -

Driller's Signature:

Printed Name:

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

Attachment c: USGS

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

• c:::>

-----------------------------------------------------,-~~--.. $--------------------------------.. --

Page 14: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o o

Page 15: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

Mr. Kevin Gooding City and County of Honolulu Board of Water Supply 630 South Beretania Street Honolulu, HI 96843

Dear Mr. Gooding:

o o

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU, HAWAII 96809

OCT 22 2001

Well Construction Permit Helemano Deep Monitor (Well No. 3405-05)

GILBERT S. COLOMA-AGARAN QWRP£R$ON

BRUCE S. ANDERSON ROBERT G. GIRALD BRIAN C. NISHIDA DAVID A. NOBRIGA

HERBERT M. RICHARDS. JR.

LlNNEL T. NISHIOKA DEPUTY DIRECTOR

3405-0S.wcp

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

Special Conditions

1. The annular space of wells to be grouted must be a minimum of three inches all around the casing to permit effective placement of grout with a tremie pipe having a minimum diameter of 1Y4 inches. If you wish to proceed with a non-standard annular space, a specific request for a variance should be made and must be approved by the Commission prior to the start of any work in order to avoid future enforcement action.

Please sign and have the contractor sign both permit originals and retum one for our files.

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

If you have any questions, please call Lenore Nakama of the Commission staff at

Aloha,

/'~i;(/) . '1 /rX~! i ! I 1 ('-/ V. ; ''-.! ? I I '---......- t ~--- i I

GILBERT S. COLOMA-AGARA~/ Chairperson

Enclosures c. Beverly Kaku

Page 16: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o WELL CONSTRUCTION PERMIO Helemano Deep Monitor. Well No. 3405-05

Note: This permit shall be prominently displayed at the site until the work is completed

/

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works", this document permits the construction and testing of Helemano Deep Monitor (Well No. 3405-05) at Kamehameha Hwy., Helemano, Oahu, TMK 6-4-001 :001, subject to the Hawaii Well Construction & Pump Installation Standards (1/23/97) which include but are not limited to the following conditions:

1.

2.

3.

4.

5.

6,

7.

8.

9.

10.

11.

12.

13.

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

The well construction permit shall be for construction and testing of the well only. A minimum 11/4-inch diameter monitor tube shall be permanently installed, in a manner acceptable to the Chairperson, to accurately record water levels. The permittee, well operator, and/or well owner shal coordinate with the Chairperson and conduct a pumping test in accordance with the Standards (a pump testing worksheet is attached). The permittee, well operator, and/or well owner shall submit to the Chairperson the test results as a basis tor supporting an application to install a permanent pump and withdraw water for use. No permanent pump may be installed until a pump installation permit is approved and issued by the Chairperson.

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

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

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

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

The follOwing shall be submitted to the Chairperson within sixty (60) days after completion of work: a. Well completion report, (attached - Part I, Well Construction Report). b. Elevation (referenced to mean sea level, msl) survey by a Hawaii-licensed surveyor. c. As-built sectional drawing of the well. d. Plot plan and map showing the exact location of the well. e. Complete pumping test records, including time, pumping rate, drawdown. chloride content, and other data.

The per:mittee.Ly.e1l o~rator, and/or well owner shall comply with all applicable laws, rules, and ordinances; non-compliance may be grounds for revocation of ulIS permit.

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

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

If the well is not to be used it must be proper1y capped. If the well is to be abandoned then the permittee, well operator. and/or well owner must apply for a well abandonment permit in accordance with § 13-168-12(f) prior to any well sealing or plugging work.

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

Special conditions in the attached cover transmittal letter are incorporated herein by reference;/.'-1X/:~.~.:zJ -1 \ ! ,,11.' ( ,,' ~/_ vll~. (;

Date of Approval: October 17, 2001 October 17, 2003

GILBERT S. COLOMA-AGARAN, Ch~~ person Commission on Water Resource Management Expiration Date:

I have read the conditions and terms of this permit and understand them. I accept and agree to meet these conditions as a prerequisite and u'nderlying condition of my ability to proceed and understand that I shall not commence work until I and the driller have signed, dated, and returned the permit to the Commission. I also understand that non-eompliance with any permit condition may be grounds for revocation and fines of up to $1000 per day starting from the permit date of approval.

Permittee's Signature: ______________ _ Date: _______ _

Printed Name: Firm or Title: _______________ _

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

Printed Name: Firm or Title: _______________ _

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

Attachment c: USGS

Department of Health! Safe Drinking Water, Wastewater. and Clean Water Branches Beverly Kaku

Page 17: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

I 'i

i o data 0

Well No. Well Name

Applicant

3405-05 Date of Review 10/17/01 Helemano Deep Mon

BWS

SECTION 1: WELL LOCATION INFORMATION

Island

Aquifer System Aquifer Sector

OAHU

NORTH

#####

Reviewer RRI

Proposed Use

Proposed Withdrawal System Sustainable Yield

Other

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

Elevation at top of casing

Ground Elevation

Cement Grout

Rock Packing

Hole Diameter

Total Depth

Estimated Head

Calculated Aquifer Thickness

County Water Supply (YIN ?)

m.s./.

m.s./.

__ ft.,m.s./.

451 ft.

--

Solid Casing

Material

Designation

Length

Diameter

Wall Thickness

Casing

Material

Designation

Length

Diameter

Wall Thickness

Openings

Open Hole

Length

Diameter

ft. in.

SECTION 3: CHECKLIST (values to check are shaded)

Well Depth

Theoretical Thickness of Aquifer

1/4 Aquifer Thickness

Depth of Well below See Le~eI Well Casing

Minimum Wall Thickness

Material

County or Non-County Minimum Thickness per standards

Wall Thlckne~s Prr>vJtkjfJ Minimum Length of Solid Casing

90% of ground to top of aquifer

Length of solid casing PirMd&d Casing MateliBl

Annular Space Depth of Grouting

Calculated Depth of Grouting

Depth of Grouting provided Thickness of AnntilarSpsce

Steel

451 ft.

112.8 ft. 700ft.

non-county 0.250 in.

O.a13'1n.

350.1 ft.

4:00 ft. ASJMA53

272.3 ft.

400 ft. 1.5"fn.

too deep (refer to HWCPIS Section 2.2) (disregard if the well is not basal)

, okay, (refer to HWCPIS Section 2.4 c)

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

Okay . (refer to HWCPIS Section 2.4 d) p~y, (refer to HWCPIS Section 2.4 e) If the cell above reads #N/A, reference HWCPIS)

okay, .. (refer to HWCPIS Section 2.6 c)

,t9O'1inatr' (refer to HWCPIS Section 2.6 d)

Page 1

o 39

Page 18: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

....

::-:~~ .. ' .. '"

~ "

" ' •• ;0 ~ •• :~' ••

.- .....

Page 19: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

Well Background Check -\- t

Well Construction Pump Installation Approved Well No. Well Name Applicant Driller Type Issued Signed WCR1 Accept Issued Signed WCR2 Accept

0844-01 Puu 0 Hoku 1 Puu 0 Hoku Ranch C-21896 PUMP

4301-01 Jas. W. Glover C Jas. W. Glover C-21896 BOTH

3010-12 Makaha IV Honolulu BWS [01] WELL

1744-05 Kupaua Honolulu BWS [01] BOTH

4301-02 Jas. W. Glover 0 Jas. W. Glover C-21896 BOTH

Helemano Deep Honolulu BWS [01] C-21896 WELL

4/22/1981 3554-04 Kaluanui 1 Honolulu BWS [01] WELL 4/2211981 10/21/1982 10/21/1982 0 81711981 3856-08 Laie Honolulu BWS [01] WELL 81711981

81711981 3856-09 Wailele Honolulu BWS [01] WELL 81711981

81711981 1943-01 Waimanalo II Honolulu BWS [01] WELL 81711981

218/1982 3454-01 Punaluu VA Honolulu BWS [01] WELL 218/1982

21811982 3453-10 Punaluu VB Honolulu BWS [01] WELL 218/1982 919/1982

5/21/1982 1745-01 Wailupe I Honolulu BWS [01] WELL 5/2111982

5/2111982 1948-01 Manoa II Honolulu BWS [01] WELL 5/21/1982

5/21/1982 1843-01 Kuliouou Honolulu BWS [01] WELL 512111982 4/1111983

5/2111982 1747-03 Waialae Nui Honolulu BWS [01] WELL 5121/1982

6/16/1982 2901-12 Wahiawa I Honolulu BWS [01] WELL 611611982

10/27/1983 1748-13 Manoa I Honolulu BWS [01] WELL 10/27/1983 312111984 0 6/11/1984 3307-19 Waialua-Mauka Honolulu BWS [01] WELL 6/11/1984

10/23/1985 2303-01 Honouliuli 1-1 Honolulu BWS [01] WELL 10/23/1985 11/16/1989

10/2311985 2303-02 Honouliuli 1-2 Honolulu BWS [01] WELL 10/2311985 11/1611989

10/25/1985 1948-02 Manoa III Honolulu BWS [01] WELL 10/25/1985

10/25/1985 1845-01 Wailupe II Honolulu BWS [01] WELL 10/25/1985

719/1986 2006-15 BP Non-Potable Honolulu BWS [01] WELL 7/911986 3/23/1988

7/911986 2006-14 BP Non-Potable Honolulu BWS [01] WELL 7/9/1986 3/23/1988

9/22/1988 1851-74 Beretania Sta 1 Honolulu BWS [01] WELL 9/2211988 11/25/1988 11/25/1988

912211988 1851-75 Beretania Sta 2 Honolulu BWS [01] WELL 9/2211988 6/29/1989 6/29/1989

Friday, October 12, 2001 Page 10/4

Page 20: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

Approved Well No. Well Name Applicant

11/25/1988 2149-03 Nuuanu Aerator Honolulu BWS [01]

5/25/1989 3655-02 Maakua

6/22/1989 1744-04 Pia

211411990 2911-04 Makaha VI

4/25/1990 2250-02 Kalihi II

11711991 2459-24 Waipio Hts. 1-4

11711991 2459-23 Waipio Hts. 1-3

4/111992 1746-03 Kapakahi

1/29/1993 3655-03 Kaipapau

612/1993 2600-04 Mililani 111-2

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

1218/1993 1849-15 Wilder Ave. P4 Honolulu BWS [01]

1218/1993 1849-14 Wilder Ave. P1 Honolulu BWS [01]

3/2311994 1948-04 Manoa IV Honolulu BWS [01]

61211994 2348-06 Kuou III Honolulu BWS [01]

6/8/1994 3554-06 Kaluanui 3

12/111994 1942-01 Waimanalo III

3/111995 2402-05 Kunia II P4

3/16/1995 3453-15 Punaluu III

10/18/1995 3655-02 Maakua

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

111811995 1849-16 Wilder Ave. P2 Honolulu BWS [01]

11/8/1995 1849-13 Wilder Ave. P3 Honolulu BWS [01]

1216/1995 2902-02 Wahiawa 11-2

212111996 2052-14 Kapalama 1

2121/1996 2052-13 Kapalama 2

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

4/15/1996 2149-03 Nuuanu Aerator Honolulu BWS [01]

5/1411997 2001-12 Keaunui Area 30 Gentry Investment Prop.

7/1211997 3957-09 Malaekahana 2 Honolulu BWS [01]

7/12/1997 3957-08 Malaekahana 1 Honolulu BWS [01]

Friday, October 12,2001

Driller

Paul Fransen

C-16437

AC-05058

C-16437

C-21896

C-21896

C-16437

Type

WELL

WELL

WELL

PUMP

WELL

WELL

WELL

WELL

WELL

PUMP

WELL

WELL

WELL

BOTH

BOTH

BOTH

BOTH

BOTH

PUMP

BOTH

BOTH

BOTH

BOTH

BOTH

PUMP

BOTH

WELL

WELL

Well Construction Issued Signed WCR1 Accept

11/25/1988 811811992 8/1811992

5/2511989 5/31/1990

6/2211989 7/1211990

4/25/1990 6/27/1991

11711991 7/25/1995

11711991 7/25/1995

4/111992 21311993

1129/1993 7/26/1993

1212911993 112711994 1 0/23/1995

12129/1993 1/27/1994 10/2311995

3123/1994 512311994 1/11/1995 111111995

6/15/1994 7/2011994 8/28/1995 812811995

6/811994 7/20/1994 6/26/1996 6/26/1996

121111994 12114/1994 212911996

3/14/1995 3/2811995 1114/1996 12116/1996

3/16/1995 4/11/1995 10/20/1995 10/20/1995

2121/1996 1211812000 5/20/1997 5/20/1997

212111996 1211812000 5/20/1997 5/20/1997

218/1996 2120/1996 1/30/1997 1/30/1997

Pump Installation Issued Signed WCR2 Accept

2114/1990 2114/1990 2114/1992 2114/1992

7125/1995

7/25/1995

o 61211993 4130/1997 4/30/1997

6/6/2001

9/5/2000 9/19/2000 512512001 5/25/2001

10/1811995

212111996 12118/2000 5/20/1997 5/20/19_

2121/1996 1211812000 5120/1997 5/20/1997

6/812000 81712000 81612001 6/612001

212111996 311511996 4/23/1997 612511997 12123/1999 11312000

212111996 3/15/1996 4/23/1997 6/25/1997 12123/1999 1/312000

51211996 5/21/1996 121911998 121911998

6/4/1997 9/23/1999 6/411999 91811999 9/24/1999 7/10/2000 4/10/2001 4/10/2001

7115/1997 712211997 3/14/2000 7/18/2000

7/15/1997 7/2211997 21511998 3/9/1998

Page 2 0/4

Page 21: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

Approved Well No. Well Name Applicant

7/21/1997 1847-02 PaloloAddition Honolulu BWS [01]

8/411997 2301-44 Waipahu IV-2

8/4/1997 2301-45 Waipahu IV-3

8/4/1997 2301-47 Waipahu IV-4

8/4/1997 2301-46 Waipahu IV-1

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

Honolulu BWS [01]

11119/1997 2052-15 Kalihi Shaft Deep Honolulu BWS [01]

11/19/1997 1848-01 Waahita Monitor Honolulu BWS [01]

11119/1997 1952-48 Kalihi Sta. Mon Honolulu BWS [01]

1/28/1998 2458-05 Manana 1

3/13/1998 2348-05 Kuou "

Honolulu BWS [01]

Honolulu BWS [01]

5/21/1998 3553-05 Punaluu Monitor Honolulu BWS [01]

10/26/1998 1901-05 Gentry Area 13 Gentry Homes, Ltd.

1214/1998 5138-01 Launiupoko Launiupoko Associates

21211999 2003-08 East Kapolei HDCD [02]

2/8/1999 2449-02 Windward Oahu State DLNR-Land Division [05]

4/2611999 1747-05 Waialae West Ex Honolulu BWS [01]

51711999 2500-03 Waiola Deep Mon Honolulu BWS [01]

Driller

AC-05058

AC-05058

C-16550

AC-05058

AC-05058

AC-16437

AC-16437

C-21896

C-21896

C-21896

C-21896

C-21896

C-21896

7/13/1999 5849-03 Mauna Lani 9

7/1311999 5849-02 Mauna Lani 8

Mauna Lani Resort Operation, In C-21896

Mauna Lani Resort Operation, In C-21896

8/26/1999 5220-01 Haliimaite Maui Pineapple Co., Ltd.

10/29/1999 5420-02 Hamakuapoko I Maui DWS [02]

10/29/1999 5320-01 Hamakuapoko 2 Maui DWS [02]

11/16/1999 0739-03 Kokee-Noe Land Division [06]

12127/1999 2458-06 Manana Deep Honolulu BWS [01]

1212711999 2153-05 Moanalua Monitor Honolulu BWS [01]

12128/1999 2301-48 Waiawa Explorat Land Division [05]

11712000 5824-08 Puhi 5A Kauai DWS [01]

C-21896

C-21896

C-21896

C-21896

C-21896

C-21896

C-21896

C-21896

2/3/2000 5313-02 Ohanui-Kaitua East Maui Irrigation Co., Ltd. [02] C-21896

Friday, October 12, 2001

Type

BOTH

WELL

WELL

WELL

WELL

WELL

WELL

WELL

WELL

PUMP

WELL

BOTH

PUMP

BOTH

WELL

WELL

WELL

WELL

WELL

BOTH

PUMP

PUMP

PUMP

WELL

WELL

WELL

PUMP

BOTH

Well Construction Issued Signed WCR1 Accept

Pump Installation Issued Signed WCR2 Accept

7/21/1997 8/811997 9/24/1999 9/24/1999 10/11/1999 1112812000 101812001

816/1997 1121/1998 8/20/1998 812011998

8/6/1997 1/21/1998 8/20/1998 8/20/1998

816/1997 1121/1998 4/29/1999 4/29/1999

816/1997 1121/1998 8/20/1998 8/20/1998

11/20/1997 512211998 11129/1999 11/2911999

11120/1997 7/14/1998 5/25/1999 5/25/1999

11120/1997 211011998 12114/2000 12114/2000

21311998 7/1411998 1214/1998 121411998

6/4/1998 6118/1998 8/26/1998 8/26/1998

11/211998 112512000 11712000 1125/2000

21811999 619/1999 612112000 8/1012000

2119/1999 3/9/1999 10/19/2000 10/19/2000

413011999 5/20/1999 8129/2001 914/2001

5113/1999 7/21/1999 5/812000 5/8/2000

7/15/1999 712011999 3/1612000 212612001

7/1511999 7120/1999 311612000 2126/2001

9/211999 9/9/1999 6/6/2000 6/6/2000

1/512000 1124/2000 7/1212000 7/1212000

1/5/2000 1/2412000

1/512000 612312000 8/1/2001

2123/2000 3/1112000 1110/2001 3/19/2001

e 3116/1998 3/25/1998 4/811998 41811998

213/2000 6/23/2000 4/1 012001 513/2001

12110/1998 1217/1999

8121/2000

7/14/2000 7/20/2000 712112000 7121120_

1112611999 12129/1999 812211997 812211997

1112611999 12129/1999 812211997 8/2211997

11/19/1999 11/29/1999 612112000 6/21/2000

1/1212000 21212000

5/11/2001

Page 3 of4

Page 22: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

Well Construction Pump Installation Approved Well No. Well Name Applicant Driller Type Issued Signed WCR1 Accept Issued Signed WCR2 Accept ' I 3/23/2000 2201-10 Kunia T41 Mon Honolulu BWS [01] C-21358 WELL 4/5/2000 4/2012000 10/25/2000 10/25/2000

411412000 2052-15 Kalihi Shaft Deep Honolulu BWS [01] DOSEC, Inc, WELL 4/1412000 4/1412000

612112000 2602-02 Poliwai Gulch De Honolulu BWS [01] C-21896 WELL 6/26/2000 7/28/2000 5/25/2001 61412001

10/1112000 2355-15 Kaamilo Deep Mo Honolulu BWS [01] AC-05058 WELL 10/17/2000 11912001 7/19/2001 7/19/2001

10/20/2000 2557-04 Waimano Gulch Honolulu BWS [01] AC-16437 WELL 1112012000 12111/2000

111212000 3755-10 Hauula Deep Honolulu BWS [01] AC-16437 WELL 11/16/2000 1216/2000 5/25/2001 5/25/2001

12118/2000 2459-26 Lower Waiawa D Honolulu BWS [01] C-21358 WELL 12128/2000 1/2512001 9/25/2001 9/25/2001

112312001 1850-30 Punchbowl Deep Honolulu BWS [01] AC-22214 WELL 112912001 211512001

4/5/2001 2301-47 Waipahu IV-4 Honolulu BWS [01] AC-22214 PUMP 4/24/2001 5/11/2001 0 4/512001 2301-46 Waipahu IV-1 Honolulu BWS [01] AC-22214 PUMP 4/24/2001 5/11/2001

4/512001 2301-44 Waipahu IV-2 Honolulu BWS [01] AC-22214 PUMP 4124/2001 5/1112001

4/5/2001 2301-45 Waipahu IV-3 Honolulu BWS [01] AC-22214 PUMP 412412001 5/11/2001

5/21/2001 1805-14 Kalaeloa Desalt 2 Honolulu BWS [01] AC-05058 WELL 5/24/2001 6/112001

5/21/2001 1805-13 Kalaeloa Desalt 1 Honolulu BWS [01] AC-05058 WELL 5124/2001 6/112001

6120/2001 2400-13 Waipahu 111-4 Honolulu BWS [01] C-17980 PUMP 612512001 7/1712001 3/19/2001 3/19/2001

6120/2001 2400-12 Waipahu 111-5 Honolulu BWS [01] C-17980 PUMP 6/2512001 711712001 3/19/2001 3/19/2001

612012001 2400-11 Waipahu 111-3 Honolulu BWS [01] C-17980 PUMP 6125/2001 7/17/2001 3/1912001 3/19/2001

612012001 2400-10 Waipahu 111-2 Honolulu BWS [01] C-17980 PUMP 612512001 7117/2001 3119/2001 3/1912001

6/20/2001 2400-09 Waipahu 111-1 Honolulu BWS [01] C-17980 PUMP 6/25/2001 7/1712001 3/19/2001 3/19/2001

8/212001 2400-14 Waipahu II Additi Honolulu BWS [01] ABC 19364 PUMP 8/14/2001 9/612001 0

Friday, October 12,2001 Page 4 of4

Page 23: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

Search Results o o Page 1 of 1

Copyright 10/17/2001 by Hawaii Information Service

PUBLIC RECORD DATA Taxkey Subdiv/Condo Tnr Property Address Owner/Lessee Beds Baths Land area Living area 1-6-4-1-1 F DOLE FOOD CO INC 0 0 1,406.03 ac

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

o

o

o \

http://webre2.hawaiiinfonnation.com/REsearchi Asp/Functions/Property/SearchTMK.asp? ACl 10117/01

Page 24: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

OCT-17-01 WED 10:27 AM FAX: o PAGE 2 ".

CONSENT OF ENTRY

DOLE FOOD COMPANY, INC., owner of that certain property bearing

Tax Map Key 6-4-001:Por. 01, situate at Paalaa Uka, Waialua, Oahu, Hawaii, hereinafter

called the "Owner," for and in consideration of the sum of ONE DOLLAR ($1.00) to it

paid by the BOARD OF WATER SUPPLY, City and County of Honolulu, hereinafter called

the "Board," the receipt whereof is hereby acknowledged, does hereby consent to the

enby by the Board including its agents, servants, and contractors for the purpose of

performing a site survey and for the drilling of the proposed Helemano Deep Monitor

Well site, a~ shown on the map attached hereto and made a part hereoF.

It is mutually understood that this Consent of Entry is granted upon the

following terms:

1. That the entire cost of the work proposed to be done and all other

expenses incidental thereto will be borne by the Board.

2. The Board will exercise due care and diligence to prevent injury to

persons and damages to or destruction of property belonging to the Owner.

3. That this Consent of Entry shall expire on three (3) years from the

date of this consent of entry.

4. That'the Board shClII indemnify and save harmless the Owner against

loss or damage to the aforementioned property or to the property of otherS and from

liability for injury or death of persons when such loss, damage, injury or death is caused

by the Board in the exercise of the rights granted under this consent of entry.

5. That upon conclusion of the work, the Board shall restore the surface

of the ground, including plants and grass, to its condition existing prior to such

Page 25: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

OCT-17-01 WED 10:28 AM o FAX: PAGE 3 ... , -- o topographic survey and soil investigation to the extent that such restoration is

reasonably posSible.

6. That this Consent of Entry shall be binding upon and shall inure to the

benefit of the parties hereto and their respective successors and assigns.

IN WITNESS WHEREOF, the parties have hereunto set their hands on this

d f SEP 2 7 2111 20 ________ ayo __ --____________ ~, ' __ ~ __

APPROVED AS TO FORM AND LEGALITY:

REID M. YAMASHIRO Deputy Corporation Counsel

2

ASST. SEaEI'AIl

By ____ --______________ ~ ___

Its

Owner

NAGER AND CHIEF ENGINEEft

Board

Page 26: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

BOARD OF WATER SUPPLY

CITY AND COUNTY OF HONOLULU 630 SOUTH BERETANIA STREET HONOLULU, HI 96843

o

Ootober 9, 2001

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

Dear Ms. Nishioka:

o JEREMY HARRIS. Mayor

EDDIE FLORES, JR., Chairman CHARLES A. STED, Vice-Chairman

JAN M.L.Y. AMI! HERBERT S.K. KAOPUA, SR. BARBARA KIM STANTON

BRIAN K. MINAAI, Ex-Ollicio ROSS S. SASAMURA, Ex-Olliclo

CLIFFORD S. JAMILE Manager and Chief Engineer

-". J C::l> ~--')}

C) c )

0 - 4 .,-,

. .;: ('..')

:J::>

" -"

r--.:> -...

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i

-'

Subject: Helemano Deep Monitor Well and Jonathan Springs Deep Monitor Well (2052-12) Well Construction Permit Applications

We submit the well construction permit applications for a deep monitor well in the Waialua Aquifer and a deep monitor well in the Kalihi Aquifer.

If you have any questions, please contact Kevin Gooding at

Enclosures

Pure Water . .. our greatest need - use it wisely

Very truly yours,

(f~~ ¥LIFFORD S. JAMILE

Manager and Chief Engineer

Page 27: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o o State of Hawaii R:F6r Ot1iddJUSe Only:

COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources APPLICATION FOR PERMIT ~ Well Construction and/or D Pump Installation

J~ t "i 12 v j . ...;; , Afl . 27

Instructions: Please print in ink or type and send completed application with attachments to the Comf\1ission . ':! 1 --. _.

on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. Application must be accompadted by 5 copies and a non-refundable filing fee of $25.00 payable to the Dept. of Land and Natural Resourc$s. The Commission may not accept incomplete applications. For assistance, call the Regulation Branch at For further information and updates to this application form, visit http://www.state.hLusldlnr/cwrm.

APPLICANT INFORMATION: (Fill out all three, if applicable, and place a check next to the primary contact)

1. (a) ~ WELL OWNER: Board of Water Supply Contact Person: Kevin Gooding Phone: Mailing Address: 630 S. Beretania St. Honolulu, HI 96843

Fax: E-mail: _.;;..m,-"o..;..k:..:u:..:l:..:u:::..;a;.:..@::.;h:.::b:.::w~s....: • ...:::o...:::r:...;gL..-__________ _

(b) D LAND OWNER: Dole Food Co., Inc. Contact Person:

Mailing Address: P. O. Box 898900, Mililani, HI

Beverly Kaku

96789-8900 Phone:

Fax: E-mail: ______________________ _

(c) D CONTRACTOR: Beylik Drilling, Inc. Contact Person: Bob Glascott Phone: Mailing Address: 91-259A alai St., Kapolei, HI 96707

Fax: E-mail: [email protected] Lic#: AC-21896 (circle one: C-S7, C-57a, or A)

WELL & PUMP INFORMATION: (Please fill in the diagram on the back of this form.)

2. WELL NAME: Helemano Deep Monitor Well Island:

Address Kamehameha Hwy., Helemano Tax Map Key:

Oahu

6 4 001 001 400' elevation Zone Sec Plat Parcel

Attach: (a) portion of a 7.5-Minute Series USGS topographic map (scale 1 :24,000) with well location labeled and include the name of the quad map (b) a property tax map, showing well location referenced to established property boundaries

3. PROPOSED WORK: [X Construct New Well D Install New Pump' (check all that apply)

D Modify Existing Well" D Modify Pump'

D Abandon/Seal'

'State Well No.: (if unknown, please call Commission at

4. CONSTRUCTION: [j{ Drilled D Dug D Shaft D Tunnel

Is this well part of a battery cifwells? DYes WNo (Please describe)

5. PROPOSED PUMPING RATE: 0 gallons per minute

6. PROPOSED USE: D Municipa; (including hotels, stores, etc.) C Industrial (check all that apply)

D Domestic (individual, noncommercial water system)

Does this well serve 25 or more people at least 60 days per year or have 15 or more service connections? DYes D No

D Irrigation (crop) D No. of Acres:

D Military ag Other (explain): Deep Moni tor

7. (a) PROPOSED AMOUNT OF WITHDRAWAL: ____ -"'0 ______ gallons per day

(b) METHOD OF FLOW MEASUREMENT: D Flowmeter D Open-pipe D Weir D Orifice !!I Other(explain) none

OTHER IMPORTANT INFORMATION:

8. LE GAL REQU I REM ENTS: If required, these permits!!1.!!§! be obtained before the Commission can legally issue a permit.

Conservation District Use Penn it (COUP) To find out if a CDUP is necessary, call DLNR Land Division at e Not Required If required, date approved _____ _

Environmental Impact Statement (EIS) or Environmental Assessment (EA) To determine if an EIS or EA is necessary, call OEOC at ts Not Required If required, date published in OEOC bulletin _____ _

Special Management Area Pennit (SMAP) To determine if an SMAP is necessary: on Oahu, call on Hawaii, call for Maui county, call on Kauai, call

l!i Not Required If required, date approved _____ _

9. REMARKS, EXPLANATIONS: Deep Monitor Well for the Waialua aquifer.

. . (if more sp!;eis ~eeded, please a~~ditiOnal sheet) ~N~O~T~E!"": ~S~ig-n'!'"in-g~b-el:-ow~in~dicates the signatOries understand and swear that the .informatlon;';pr--cv~id~e";;d:=o;;;n~tl!-!'1l...!""~ -a-pp""!'u!"'ca""!'tl'!""o-n"!'ls-a-cc-ura"""!"'te-a-n""!'d"!'tru-e '!"to""!'th'!"'e~be-s"!'t­

of their knowledge. Further, the signatories understand that approval of this application attaches the follOwing standard conditions: 1) the proposed work is to be completed within two (2) years of the approval date; 2) the contractor shall submit to the Commission a well completion/abandonment report within 60 days after the completion date of the permitted work; 3) monthly water use data shall be submitted to the Commission: 4) such approval shall not constitute a determination of correlative water rights and shall not guarantee the pump capacity or future use up to the permitted pump capacity; 5) in the event that the application is not completed correctly, any permit may be suspended until the item is brought in to compliance, and any work done while the permit is in suspension may result in fines of up to $1000/day.

Well Owner Board of Water Supplx"andowner Dole Food Co., Inc.

Signature Signature

(print legibly) ~~ (printlegibly) (..Q.-J~ €:;t-J\ 0> O~ , \. ~ f .. 'I

Date kff(ljC Date fb'JO~l> \ol'11~\ For official use only

Latitude _______ Aquifer System No .

. Longitude State Well No.

Contractor (print legibly)

Signature

Date

Beylik Drilling,

~-~¥ ,

WCPIPA Form 8/.21/01

Inc.

/

Page 28: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

o o

10. PROPOSED WELL SECTION (Please attach schematic if different from diagram provided below)

11 Hole Diameter: in.

Elevation at top of casing 402 ft., msl* Minimum of'Z Radius & 4" Thick Concrete Pad (to contain benchmark surveyed to nearest 0.01 ft.)

Ground Elevation: 400 ft., msr

Please refer to the

Cement Grout: -,-_-:­(min. 70% of distance from ground elevation to top of water surface or 500 ft., whichever is less.)

HAWAII WELL CONSTRUCTION AND PUMP INSTALLATION STANDARDS to ensure that your as-built is in compliance

with applicable standards.

Annular space between hole and casing (min.3"):

Solid Casing: (~ 90% x (Ground Elev.-Water Level Elev») 400

Total Length: ft.

1~ Nominal Diameter: -.:S:::...... ________ in.

in. Wall Thickness: 5/16 in.

Bottom Elevation: 0 ft., msl*

Rock or Gravel Packing:

Total Depth 1,10°ft.

.,.-----, __ ft. Material:

Open Casing: o Perforated o Screen

o Crushed Basalt Total Length:....;;.;n;.;:o;.::n:;.:e:::...... ________ ft,.

o Rounded Gravel Nominal Diameter: __________ ,in.

Wall Thickness: in.

Estimated Water Level

Elevf~n:

Bottom Elevation: ft., msl*

note: Neither bentonite nor mud should be used in ____ ft. msl* .<:RtllrRtRrl 70nR rlllrinn rlrillinn

Open Hole:

Length: __ 7-=0;-0 ..... ""Tn" _______ ~ft. 7 7/S Diameter: _____________ .in.

Bottom Elevation: __ -_7_0_0 ____ _

* 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 Completion/Well Abandonment reports and referenced to a benchmark which has been established by a surveyor licensed by :he Stste.

For non-salt water Basal Wells - bottom elevation of well should not be deeper than 1/4 of aquifer thickness or,

Bottom Elevation of Well Limit = (water Elevation _ 41 x Water L~vel ElevatiOn)

Example: Estimated + 2 ft. Water Level Elev. -. Bottom Elevation otWell Limit = (2. ~) = -18.5 ft.

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 0 Type E 0 Type S

ii ASTMA53

o Grade B

o ASTMA139

o Other

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

ASS Plastic conforming to ASTM F480 and ASTM D1527: (check one) 0 Schedule 40 0 Schedule 80

ft., msl*

PVC Plastic conforming to ASTM F480 and (ASTM D1785 or ASTM D2241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resin Pipe conforming to ASTM D2996

o Centrifugally Cast Resin Pipe conforming to ASTM D2997

o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517

o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA C950

o PTFE Fluorocarbon Tubing conforming to ASTM D3296

o FEP Fluorocarbon Tubing conforming to ASTM D3296

Open Casing Material: Carbon Steel: compliant with (check one or more): 0 ANSI/AWWA C200 0 API Spec. 5L o ASTMA53

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

o ASTMA139

o Other

Stainless Steel: (check one): 0 AST"'" fA09 {;:rooucticn wells) 0 A~TM A31l (monitorweils)

ASS Plastic conforming to ASTM r480 and ASTM D1527: (check aile) 0 Schedule 40 0 Schedule 80

PVC Plastic conforming to ASTM F4BO and (ASTM D1785 or ASTM D2241): (check one): 0 Schedule 40 0 Schedule 80 0 Schedule 120

Thermoset Plastic: (check one) o Filament Wound Resil.l Pipe conforming to ASTM D2996

o Centrifugally Cast Resin Pipe conforming to ASTM D2997

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 D3296

o FEP Fluorocarbon Tubing conforming to ASTM D3296

Page 29: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

• 65001002

• ~

proposed well site TMK 6-4-001 :001

He'lemano Deep Monitor Well

62010001

o

64001001

64001006

Page 30: ACTING DEPUTY DIRECTOR STATE OF HAWAII DEPARTMENT …o Reinforced Plastic Mortar Pressure Pipe conforming to ASTM D3517 o Glass Fiber Reinforced Resin Pressure Pipe conforming to AWWA

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