--,ai- · construdion, the permittee shall stop work and contad the departmenfs historic...

. . .: ~.

S£ of Hawaii 0 COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources

::D "--, 1~;~' .; .~:..

f .. "\

C.) - . ..)

WELL COMPLETION REPORT C- -:':J 312~WCR~rm

) -QJ .-, (Check Appropriate Box) tJ Well Construction tJ (Permanent) Pump Installation Instructions: Please print or type and submit completed report within 30 days after well completion to the Corrirfilsslon on Water Resoutte Management, P.O. Box 621, Honolulu, Hawaii 96809. An as-built drawing of the well and chemical analysis should also be s!$mitted. For assistance call the Commission Regulation Branch at 587-0225, or 1-800-468-4644 extension 70225. '. ' •. ' is :\

) .,'" , ... y

1. 2.

State Well No.: 2901-13 Well Name:..IlMwWLL1.a.;;-.1 _____ _ Location/Address: Scbofleld Barracks

ISland;:~Q""'III!"buUL--="..... __ " ,_J

Tax Map Key}':--1-6-Ql:;

I PART I. WELL CONSTRUCTION REPORT f 3. Drilling Company: Soil Sam~lin9 Service, Inc. 4. Name of driller who performed work: Pete Chrjstjansen / Mel Peter:scn 5. Type of rig/construction: Bucket Auger L Air Rotar~ 6. Date(s) Well Construction and pump tests (if any) completed: 1L26L94 7. GROUND ELEVATION (referenced to mean sea level, msl): 855.35 ft.

Well Bench Mark (descriptionllocation): Top of soundi ng tube Elevation(msl): 852.78 ft. 8. DRILLER'S LOG: Please attach geologic log (if available or if required by permit)

Depths (ft.) Rock Description, Water Level, Dates, etc. Depths (ft.) Rock Description, Water Level, Dates, etc.

-- to -- See attached boring log -- to --- to -- to -- --(If more space is needed, continue on back.)

9. Total depth of well below ground: 669 ft. 10. Hole size: ]9 inch dia. from 0 ft. to ]0 ft. below ground

16 inch dia. from 10 ft. to 200 ft. below ground 10 inch dia. from 200 ft. to 855 ft. below ground

11. Casing installed: 6 in. 1.0. x in. wall solid section to 569 ft. below ground b in. 1.0. x in. wall perforated section to 669 ft. below ground

Casing Material/Slot Size: Carbon steel blank casing / stainless steel wirewrap screen

12. Annulus: Grouted from Q ft. below ground to 559 ft. below ground Gravel packed from 559 ft. below ground to 855 ft. below ground

13. Initial water level: 581.99 ft. below ground. Date and time of measurement: 10/10/95 14. Initial chloride: NA ppm Date and time of sampling: 15. Initial temperature: NA OF Date and time of measurement: 16. PUMPING TESTS: Reference Point (R.P.) used: , which elevation is ft.

(1) Step-Drawdown Test Date (2) Long-term Aquifer Test Date Start water level ft. below R.P. Start water level ft. below R.P. End water level ft. below R.P. End water level ft. below R.P.

17. Aquifer Pump Test Procedures data & graphs (1/9/96 LTAT Form) attached? _ Yes _ No 18. As-built drawings attached attached? L Yes _ No 19. Other remarks/comments: (On back of this form)

Well Drilling Contractor (print) DG;f/lll/f UJ,MY!1,ect:;./ C-S7 Lic. No. A~ l;loS9 Signature ~7::3J...e" Date Iftd/f7

~;

Surveyor (print) ~~II -F~LLe.~ Lic. No. 41-m kt. ... -'?MI'2..l1

Signature ~J --,Ai- --- Date t -'h:='ll

D~IS~tJT/'flJA Applicant (print) .Ll//2. ./ U-~ -.

l )Lf ,...9=1 Signature /- Date

t" ,

----------------------------------__ .. rf!' A'll 7~

.. / . ' o o 3120196 WCR Form

PART II. (PERMANENT) PUMP INSTALLATION REPORT

20. Pump Installation Company: Soil Samgling Servi~e~ In~. 21. Name of person performing work: Paul Mont;;;mery 22. Date Pump Installation Completed: S/;l 37r 23. PUMP INSTALLATION:

~ )

Capaci~ e:z 0 '. -~pm Pump Type, Make, Serial No.: 3.7 511 d j a • Graodfos pump Motor type, H.P., Voltage, rpm: Electric~ 7.5 hg ~

Depth of Pump Intake Setting 597 ft. below ground , which elevation is 258 ft Depth to bottom of airline NA ft. below , which elevation is ft Pumping Head is 582 ft. Type of flow meter: f:l8 which measures in

24. As-built drawings attached attached? L Yes _ No 25. Other remarks/comments: (See be/ow)

Pump Installation Contractor (print) Ye,.cJ~(S ~. M(;j~Gt:1V C-57 Lic. No. /Ie /205'8

Signature &~~~ Date IP()/77 ) )

Applicant (print) ObV'~ J. ~~,..,. ~ I'M' l-llf -q7 Signature Date

/' P'

/' 8.(cont'd) DRILLER'S LOG (cont'd):

Water Level Depth (ft.) Rock Description, Remarks, Water Level Depth (ft.) Rock Description, Remarks. Dates (ft.) Dates (ft.) ____ ro __________________________________ _ __ __ w ____ _______________________________________ _ ____ ro ________________________________________ _ __ __ to ______________________________________________ _ ____ ro ___________________________________________ _ ____ w ____ ____________________________________ _ ____ to ___________________________________________ _ __ __ w ____ _________________________________ _ ____ to ___________________________________________ _ __ __ w ____ __________________________________________ _ ____ ro ______________________________________________ _ __ __ w ____ ______________________________ _ ____ w ____ ____________________________________ _ ____ w ____ _________________________________ _ ____ to _____________________________________ _ __ __ w ____ ____________________________________ _

19.&25. Remarks: _________________________________________________________________ __

\ o o ./

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

MICHAEL D. WILSON

ROBERT G. GIRALD 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 1121

RAE M. LOUI. P.E.

HONOLUlU. HAWAII 96809

Mr. Jon Fukuda U.S. Army

NOV - I 1996

DPW, A1TN: APVG-GVW, U.S. Army Garrison Schofield Barracks, HI 96857-5000

Dear Mr. Fukuda:

Well Construction / Pump Installation Permit Application Well No. 2901-13

We have received your well construction / pump installation permit application and filing fee for the MWl-1 Well (Well No. 2901-13). However, your application is incomplete.

We are returning the original well construction/pump installation permit application to you (attached). Please complete all highlighted areas on the application and return the completed application to our office. A copy of your application has been made for our record.

Other matters which must be addressed before we accept your application as complete are as follows:

1. Please complete all highlighted areas on the original well completion reports for the following wells (originals attached; copies have been made for our record):

a. Well No. 2901-13 b. Well No. 3004-02 c. Well No. 3004-03 d. Well No. 2802-01

With regard to MW4-2, our records indicate that there are two (2) wells named MW4-2; one is assigned Well No. 2900-01 and the other is assigned Well No. 3004-02 (see attached map, permit applications, permits, and well completion reports for the two wells). please confirm if there are two existing wells named MW4-2.

DEPUTY

--

\ Mr. Jon Fukuda Page 2

o o NOV - I 1996

Also, note that the well completion report - Part II for Well No. 2900-01 shows a permanent pump installation. We request that you submit an after-the-fact application for the permanent pump installation in Well No. 2900-01. We have attached a blank application form for your use.

You are correct in that Well No. 3004-03 refers to MW4-3 instead of MW4-4; we apologize for this typographical error in our letter of April 11, 1996. We also confirm that Well No. 2900-02 refers to MW2-1, as indicated on the table in your letter of October 14, 1996.

Upon receipt of the above information we will accept your application as complete and you can then expect your application to be processed within ninety (90) days.

If you have any questions about your permit application, please contact Lenore Nakama of the Commission staff at 587-0218. Thank you for your continued assistance and cooperation in matters related to water resources.

LN:fc

Enclosure

Sincerely,

RAE M. LOUI Deputy Director

To:

From:

Date:

Subject:

Project Number:

o

Ms. RaeLoui Deputy Director

o

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

Bruce Wedgeworth

1116/97

Well Completion Reports Schofield Army Barracks

33537.06.01.12

TRANSMITTAL

CJ1

In response to your letter dated November 1, 1996, enclosed are the completed application and/or well completion reports for the following wells.

• Well No. 2901-13 (MWl-l) • Well No. 3004-02 (MW4-2) • Well No. 3004-03 (MW4-3) • Well No. 2802-01 (MW2-6)

With regard to Well MW4-2, there is only one well by that name and is assigned the state Well No. 3004-02. The misunderstanding may have occured when we filed the Well Completion Report for Well MW4-2. Initially, we had planned to drill a well in the location designated on the enclosed figure by Well No. 2900-

01, thus we submitted a permit application. However, we decided to move the well location to its present location, designated by Well No. 3004-02. When we submitted the Well Completion Report for Well MW4-2, we inadvertently used the wrong state Well No. designation and did not notify you that a well was not drilled in the Well No. 2900-1 location. We also had surveying errors at the beginning of the project, thus, you may notice that the well elevations somewhat differ.

Since, there is no well at the Well No. 2900-01 location, we are not submitting a pump installation permit application.

If you have any questions, please feel free to call.

Harding lawson Associates 235 Pearlridge Center, Phase 1 Aiea, Hawaii 96701 (1 )808-486-6009

, .-

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

REF:CWRM-SS

Mr. Jon Fukuda U.S. Army

o o

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P. O. BOX 621

HONOLULU. HAWAII 96809

JAN 211 1997

DPW, Attn: APVG-GVW U. S. Army Garrison Schofield Barracks, Hawaii 96857-5000

Dear Mr .. Fukuda:

After-the-Fact Well Construction Pennit MWl-l (Well No. 2901-13)

/

MICHAEL D. WILSON cttAIRPERSON


LAWRENCE H. MilKE RICHARD H. COX

HERBERT M. RICHARDS. JR.

RAE M. LOUI. P.E. DEPUTY

Enclosed are two (2) originals of your approved Well Construction Pennit for the captioned monitor well(s). As part of the Commission's approval, the following special conditions were added and are part of your pennit under Standard Pennit Condition 11:

Special Conditions

1. Standard Conditions 1. 2. and 9 are waived.

Please sign both enclosed permit originals and return one for our fIles.

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

Enclosures

Aloha.

~CHAEL D. WILSON Chairperson

AFTER'HE-FACT WELL CONSTRUCTIOAERMIT

MW1-1 Well. Well No. 2901-13

In accordance with Department of land and Natural Resources, Commission on Water Resource Managemenfs Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works", this document permits the construdion and testing of MW1-1 Well (Wei No. 2901-13) at Schofield Barracks - East Range, Oahu, TMK 7-6-01, subjed to the following conditions:

STANDARD PERMIT CONDITIONS

1. 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 by this permit commences.

2. The well construction permit shall be for construdion and testing of the well only. A minmum one-inch diameter monitor tube shall be permanently installed, in a manner acceptable to the Commission, to accurately record water levels. The permittee shal coordinate with the Commission and condud a pumping test in accordance with the attached Aquifer Pump Testing Procedure (attached). The permittee shall submit to the Commission 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 Commission.

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

4. In the event that subsurface cultural remains such as artifacts, burials or concentrations of shells or charcoal are encountered during construdion, the permittee shall stop work and contad the Departmenfs Historic Preservation Division (587-0045) immediately.

5. The proposed well construction shall not adversely affed 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 construd the well shall not constitute a determination of correlative water rights.

6. The following shall be submitted to the Commission within thirty (30) days after completion of work: a. Well completion report, (attached - Part I, Well Construction Report). b. Elevation (referenced to mean sea level, rnsQ. survey by a Hawaii-licensed surveyor. c. As-built sectional drawing of the wen. d. Plot plan and map showing the exad location of the well. e. Complete pumping test records, including tine, pumping rate, drawdown, chloride content, and other water quality

data.

7. The permittee shall comply with all applicable laws, rules, and ordinances.

8. The well construction permit application approved by the Chairperson is incorporated into the permit by reference.

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

10. If the well is not to be used it must be property ~pped. If the well is to be abandoned then the applicant must apply for a wen abandonment pennit in accordance with § 13-168-12(f) prior to any well sealing or plugging work.

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

Date of Approval: January 24, 1997 January 24, 1999

~fiairpe,,"," 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.

Applicant's Signature: _______________ _ Date: _____ _

Printed Name: Firm or Title: ___________ _

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

Attachment c: USGS

Department of Healthl Safe Drinking Water & Wastewater Branches Honolulu Board of Water Supply

.. ~ r" ... o o State of Hawaii COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources

APPLICATION FOR PERMIT ~ Well Construction or tEl Pump Installation

........ t.:.-., -1. APPUCANT: ;IaY be a, b, or c, but.all must be filled In) c.n

2.

3.

(a) WELL OViER (b) lANDOWNER Firm/Name _U'<-'o..."S...,o'--L,.A!.Lr.!.I.Jml,Lv _______ _ Firm/Name Same as well owner Contact Person ,Jon Ell kllda p,,.656-2878 Addre .. DPW, Atten; ApVG-GVW. U. S. Army Garrjson, Schofjeld Barrac~~a5~~ga~~

Contact PerlOn pt,. Addre .. ________________ _

(c) CONTR~CTOR

Firm/Name Soil Sampling Service, Inpt 682-5856 Contractor'.C.S7 UcenseNo AC-12058 Addre .. 92-J59A Olaj Street. Kapolej. Hawajj 96707 *Hawaii office of Soil Sampling Service. Inc. was recently purchased by Roscoe Moss

Hawai i, Inco WELL LOCATION/NAME: Schofiel d Barracks - East Range/MWl:-l I.ncj Oahu Address Ea.~.t Range Road, Schofield Barracks, Hawaii 96786 TaxMa~K&Y-:..7-....;:§;::.:,.z.~=_1 __ _

(Attach a USGS, .ap, scale 1"· 2000', and a property tax map showing well location referenced to .eltabll~frope~undarl~

.~:.1 c-~~ ~~r (a) PROPOS':D WORK: ~ Drill New Well a * Alter location -- 0') :;

a Modify existing Well a Redrlll a Deepen "a '. Abandfl'/Seal '. ~ Install New Pump a Replace Pump a Modify Pump.-_ -;; ~ .:,

* Be aure to complete and aubmlt well abandonment report upon comp"'tlo~ of worIf. • ') . CJ'I

-...J (b) WELL n' 'E: a Dug a Bored a Driven to Drilled a Radial

Is thl' well a part of a battery of well,? a Ve, ~ No (Briefly delCtlbe and fill In the diagram on the back of thl' form.)

4. PROPOSED ?UMP INFORMATION: Rated Pump Capaclty: __ s.,,25oL-___ gaJlons per minute

5.

Pump TYPf': o Deep Well Turbine fX] Submert!bIe

o Centrirur. 'l

PROPOSED 'JSE:

o Rotary o Rotaly-Olsplacement

C Rotaty-Geat

o Propell.r

o Reciprocating

o Impulse

a Municipal ~ndudlng hot.Is, stor •• , etc.)

o Domettlc QndMdual, noncommercial water ays.) a irrigation (crop)

State Land lIM OIstrlct: a Urban a Agrlcultur.

Motor: o OI.sel

aGa o Electric, rated horsepow.r of---,7~51.-__

a Military

a industrial

ID Other (explain) a Rural a Conservation

County Zoning (delCtibe) _____________________ _

(II more apace Is needed, conllnue below und« r8fMl1<s, explanations.)

6. (a) PROPOSED AMOUNT OF WITHDRAWAl: __ ..:.<6~ __ _ gallons per day (b) METHOD OF FLOW MEASUREMENT: 0 Flow-meter o open-pipe 0 0rftIce Plate OW.

7. PENDING ACTIONS: OCDUA o SMA OEIS OEA IDNONE o Other(explaln)

8. REMARKS. EXPlANATIONS: ______________________ _

I

NOTE: SIgning below indicates INt trM; : :pI!cent underst8tlds INt, "the permit requested II gr.med by Iile COIn mission on Witer Resource Ma:lOlgemer:t. the proposed wortIlS to be comllletl WIthin two (2) yeers of the eppro\/1ll OtX;I1. In f,c3dltlon. the contractor shall sutlmlt to !he Comllllsslon a __ completion report. weU abandonmtnt report. or both. within JO days after t completIon date of the permmed wortI. The eppHcent also understMldl INt monthly water use data s/'IalI be submmed to !he CommIssion. The aQCIIIeant tunher underst8tlds INt lPCIIo* til. proposed permit SlId not constitute a dCtermtnetion of correlallve water rights and shall not guar.m.e It1t pump capacity or M",e use up to the permmed pump capacity.

Well Owner ntana/Director Contractor ~..cI/J tV, 1Ur&€t:.v

For Official Use Only: Dale Received __ _

oa'e Accep'ed .., __ _ Field Checlled By _____ ___ _

Da'8 ______ ' , ' __ LongItude __ . ___ _ LaDtude _____ _

Slgnatur~~ Date t,1!~

Aquifer S~lem HIII'Il8 __ -----StaleWelHo. 290.-')

6124,<)2 .... ePl Fe

. t.

Remarks. Exp.ainatlons (com OJ

e. PROPOSED WELL SECTION

Elevdon III lOp of casing 852.78 fl, mal.

r--

-.- r-~ Ground Elevation855. 35 ft., maI*

Cement Grout: 55 9 fl II ,

II ..... ....

J Rock Packing --Ioo2 ...... 9 ..... 6_fl Sold CUIng:

Material _---"-C..c:au.r..LbwowoL.......::lS..Lt.s:::p.s:::e..L' _____ _ Length _---"'5~6~9 ________ ft. Diameter 6 In. Wall thickness ___________ In.

Hole Diameter: lOin.

I .....

I I .... .. I I ... '--- ....--

Total Depth 855 fl

Casing: 0 Perforated 0 Screen

Material Stainless steel Length 100 ft . Diameter 6 In. WaR thickness ___________ In.

Openings _____ sq. In./LF .

I~ ~ Open Hole:

~ngth 0 fl '- '-- Diameter _____________ In.

*Approxlmate elevation at time of filing application. Ground elevation above mean sea level (mal) by a surveyor licensed by the State must be submitted at start of construction. Final elevations of well components shall be submitted In the well completion/well abandonment reports.

. .. .......... o

, f o o

BENJAMIN J. CAYETANO GOVERNOIl OF HAWAII

MICHAEL D. WILSON CHAIRPERSON


LAWRENCE H. MilKE



REF:CWRM-SS

Mr. Jon Fukuda U.S. Anny

DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P. o. BOX 621

HONOLULU, HAWAII 96809

JAN 2.1 1997

DPW, Attn: APVG-GVW U. S. Anny Garrison Schofield Barracks, Hawaii 96857-5000

Dear Mr. Fukuda:

After-the-Fact Pump Installation Permit MWl-l (Well No. 2901-13)

Enclosed are two (2) originals of your approved Pump Installation Permit for the captioned monitor well(s). As part of the Commission's approval, the following special conditions were added and are part of your permit under Standard Permit Condition 10:

Special Conditions

1. Standard Conditions 1 and 8 are waived.

2. The requirement to install a flowmeter (Standard Condition 3) is waived.

Please sign both enclosed permit originals and return one for our files.

RAE M. LOUI, P.E. OEPlITY

This letter is notice that we have accepted your Well Completion Report - Parts I & II as complete.

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

Aloha,

Chairperson

Enclosures

/

AFTESHE-FACT PUMP INSTALLA TION~RMIT MW1-1 Well. Well No. 2901-13

In accordance with Department of Land and Natural Resources, Commission on Water Resource Management's Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works·, this document permits the pump installation for MW1·1 Well (Well No. 2901·13) at Schofield Barracks • east Range, Oahu, TMK 7-6-01, subject to the following conditions:

STANDARD PERMIT CONDITIONS

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

2. The pump installation permit shall be for installation of a 6 gpm capacity, or less, pump in the well.

3. The permittee shall provide and maintain an approved meter or other appropriate means for measuring and reporting withdrawals and water levels, and appropriate devices or means for measuring chlorides and temperature. These data shall be measured monthly and reported to the Commission on a yearly basis, on forms provided by the Commission (attached).

4. The proposed use shall not adversely affect existing or future legal uses of water in the area, including any surface water or established instream flow standards. This permit or the authorization to pump water from 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.

5. The applicant shall complete and submit as·built drawings and Part II • (Permanent) Pump Installation Report of the Well Completion Report (attached) to the Commission within thirty (30) days after completion of work.

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

7. The pump installation permit application approved by the Chairperson incorporated into the permit by reference.

8. The permit may be revoked if work is not started within six (6) months after the date of approval or if work is suspended or abandoned for six (6) months, unless otherwise specified. The work proposed in the pump installation permit application shall be completed within two (2) years from the date of permit approval, unless otherwise specified. The permit may be extended by the Commission upon a shOwing of good cause and good·faith performance. A request to extend the permit shaH be submitted to the Commission no later than three (3) months prior to the date the permit expires. If the commencement or completion date is not met, the Commission may revoke the permit after giving the permittee notice of the proposed action and an opportunity to be heard.

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

'10. Special conditions in the attached cover transmittal letter are incorporated herein by reference.

Date of Approval: January 24, 1997 ~Chairperson Expiration Date: January 24, 1999 Commission on Water Resource Management

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

Applicant's Signature: _______________ _ Date: _____ _

Printed Name:

Firm or Title:

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

Attachment c: USGS

Department of Health! Safe Drinking Water & Wastewater Branches Honolulu Board of Water Supply

'. o o

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

APPLICATION FOR PERMIT .. ~/Q' t:5 ~ Well Construction or Xl Pump Installation ~

InetrucUone: Plea .. print In Ink or type and Mnd completed application with attachments to the Commiaslon on Water Resource agement P.O. Box 821, Honolulu. ~wail96809. Application muet be accompanied by a non«fundable filing fee of $25.00 payable to the Dept of Land and Natural Resources. Th: ·..;ommiulon may not accept Incomplete applicatlonL For aasietance, ce.l1 the Regulation Blanch at 587.Q225.

1. APPUCANT: ;IaY be a, b, or c, but.d must be lUted In)

(a) WELL OV' JER (b) lANDOWNER Firm/Name_~.S. Army Fltm/Nama Same as well owner Contact Pef10n ,lon Fukuda Ph·656-2878 Contact PerIOl"l Ph. Addre .. DPW. Atten: ApVG-GVW. U. S. ArOJ.Y Add,. .. Garti son. Scbofj el d Barrac~ga5~~g8aa --------------

(c) CONT~CTOR

Firm/Nama SoiJ Sampling Service. InPtt 682-5856 Contractor"C-57 Ucen .. No AC-12058 Addre .. 92-159A OJaj Street. Kapolej. Hawajj 96707 *Hawaii office of So;l SamDling Seryjce. Inc. was recently purchased by Roscoe Moss

Hawai i, Inc. WELL LOCATION/NAME: Schofield Barracks - East Range/MWl~1 I~nd Oahu Address East Range Road, Schofield Barracks, Hawaii 96786 TaxMapkey ___ 7-....;(f:::..~il..l~ __ _

2.

(Attach a USGS Iflap, tcaIe 1'a2OOO',and a property tax map showing wtlllocation re'"enced to ,'atabli~ed rope~~ndarl~ "T; -':' -., . '1 . -.--....

3. (a) PROPOS':D WORK: C(I Orin New Wen [] • Alter LocatIon 0)

[] Modify existing wen [] Redrln [] Deepen C· Abandtf'/Seal -

~ Install New Pump C Replace Pump C Modify Pump. ~ r3 • Be sure to complet, and submit wen abandonment repor1 upon comptet!ot'lof wort .•

, -1 J

(b) WELL TY~E: C Dug [] Bored C Driven tJ DrIlled C Radial

:",-. c.rr -...1

II thl. well a part of a battery of well.? C YH ~ No (Blt.tIy deSCC'lbe and till In the diagram on the beck of this form.)

4. PROPOSED FUMP INFORMATION: Rated Pump Capacfty: __ ...... 2S"--___ gallons per minute

5.

Pump Type: [l Deep W,II Turbine

iD Submerllblt

C Ctntrifugru

PROPOSED USE:

[l Rotary

C Rotaty-Oisplacement [l Rotary-Gear

[l Propeller [l Reciprocating

[l Impul ..

C Municipal ~ndudlng hotels, atorH, etc.)

C eom.ltIc ~ndlvldual, noncommercialw.ter ~., C irrigation (crop,

State Land UN DIstrict: C Urban C ~rlcutture

Motor: C 01, .. , [lGu

[l BectrIc, rated horsepower of---l7""",~S~ __

C Military

C industrial

ID OCher (eXplain,

C ~ral C Con .. Nation County Zoning (d'lCribe, ____________________ _

(I more ap.ce Is needed, conllnue below under renwks, expIana1Ions.)

6. (a) PROPOSED AMOUNT OF WITHDRAWAL: __ ..... 6 ___ _ gallons per day (b) METHOD OF FLOW MEASUREMENT: [l FIow-me1lr [l open-pipe [] 0t1ftce Plata []Weil

7. PENDING ACTIONS: [l COUA [l SMA [lEIS [lEA ID NONE [] Other(explaln)

8. REMARKS, EXPLANATIONS: ______________________ _

"

I

NOTE: SIgnInG below ~ .. 1hIt 1N eQPIcItIC undefsW1ds 1Nt. "1N permit rlquestld Is grarrtla b)' Iill COlnrnlstlon (jf'I Wat ... ReSourcl Ma.,;;gemtt:" .. till propes",~ work Is to bl comDleI ""''*' two (2) years 0' the appro" dati. In IddIIIon. the Contrlctor Ihd submit 10 the Commission I wei completion rlpott. weIIlbtndonmlnt rlport. or bottl. MIhIn JO days Ifter I compleUon dale of !tie permmecl worII. TlIt tppIIcent llso undersW1ds that monttil)' wetlr use data shII bl submmld to till Commlsllon. TlIt CDQIIcant U1Nr und,"stands IhIt tWo'" lilt pfopoted permit Ihd not ConStltutl I delermlnltlon of corrllatlvt weter IlQhII IIIdIhll not guarent .. the pump CIPIclty or lUUe u .. up to the permmld pumh tepacit)'.

Well Owner ________ _

Signature _________ _ Oale ___________ _

For Olficial UN Only: Oa .. Received _____ _

Da .. Accepted ___ _ Foeid Checked By _______ _ n.tA

landowner ________ _

Signature _________ _

Oate------------

Longitude Labtude

Contractor ___ ~ ___ _

Signature ___ . _____ _ Date __________ _

Aquifer System Name _---,,-_____ _

State Well No. '2-901-13

9. PROPOSED WELL SECTION

EleYlIIon 1II1Op of casing 852.78 ft., nwI.

~ Ground EJevation855. 35 ft.. msI*

Cernant Grout 559 ft.

Rock Packing 296 ft. Sold CuIng: M~_~C~aurbwo~n~s~t~ece~l _______ ~ Length _--",5",,6~9 ________ ft.

Diameter 6 In. W .. thickness In.

Hole Diameter: lOin. -----I~

I casing: [J Perforated [JScreen

I I Material Stainless steel Length lQQ ft.

Total Depth 855 ft. I I Diameter 6 In. W .. thickness In. Openings aq.In.ILF.

Open Hole: Length _____ "'-0 __________ ft.

Diameter In.

*Approxlmate eJeyation at time of tiling application. Ground eJeyation above mean .a level (mal) by a surveyor lcensed by the State rruSl be submitted at start of construction. Final eJeyations of well con.,onentB shan be aubnitted In the well completion/weB abandonment reports.

Sompk Interval (feet)

0

0-5

5·10

10-15

15-20

20-25

25-30

30-35

40-45

40-45

45-50

50-55

55-60

\ '..... __ .

0

Brealhlng Spa« Drilling RDU MeasllTement (mJn./S Jeet) (ppm)

0

10 0

0

15 0

27 0

11

20 o

20

21

21 o

4 o

6 o

5 o

Harding Lawson Associates Engineering .... d Environmental Services

Sompk NlllrlMr

1

2

3

4

5/6

7

8

9

10

DRAWN kar

JOB NUMBER 26129.05.05.12

~

11 0

5-

10-

15-

20

25

30

35-

40

45

50

55

60

65-

C) Bucket Auger (20·' Air Rotary by 5peedstar 5516 2~o4 ·13 Air Rotary by

Equipment Ingersol·Rand T3W

fGround) levalion -855 ft Dale g1/26/94

RED AND YELLOWISH RED ELASTIC SILT (MH) (2.5YR,4/6) (5YR,5/6), very stiff, moist (residual soil). (Driller used 20·inch die. oora bit .... d be"el.) Yellowish brown (5YR,4/8) below 1 foot. Dark red (10R,3/6), yellowish brown (10R,5/4) end grayish brown (10R,512) below 5 feet.

Dark yellowish brown (10YR,4/4) .... d black (1 OYR,2/1l below 1 0 feet.

Dark red (2.5YR,3/6) below 15 feet.

(Set 18.if1ch die. aurface casing to 19.4 feet. Reaume drilling 1 6.if1ch die. with tricone bit.)

No sample cuttings from 25 feet.

No sample cuttings from 35 or 40 feet.

Encountered rock (boulder) betw4«' 47 end 48 feet_ Dark red (2.5YR,3/6), below 48 feet.

No sample cuttings from 55 feet.

Log of Monitoring Well 1-1 Schofield TEPS 5

(Sheet 1 of 14) FIGURE

Schofield Barracks Island of Oahu, Hawaii

APPROVED FILE DA TE REVISED DA TE STEPS 4/95

--------------________ ~"........,~~_rlll!ll ... , __________________ ."ljf\<~l\i1l

s-y,k lnul'VGl (foet)

80-85

65-70

70-75

75-80

80-85

85-90

90-95

95-100

100-105

105-110

110-115

115-120

120-125

C

Breadling $p«e Drl1UngRtIU MetUarmtelll (min.lS feel) (ppm)

5 0

4 0

4 o

4 o

6 o

10 o

4 0

6 0

5

4 0

9 0

10 0

30 0

Harding Lawson Associates Engineering and Environmental Services

Smrpk NII1fJber

11

12

13

14

15

18

17

18

19

DRAWN kar

JOB NUMBER 26129.05.05.12

Bucket Auger (20·' ~r Rotary by

peedstar SS 16 Air Rotary by

~ Equipmen/ Ingersol-Rand T3W ~

fGround) l! levaIion -855 ft Date 01/26/94

65 No sample cutting. from 65 feet.

70

75

80

85

Increased drilling resistance at 87 feet.

90 No sample cuttings from 90 to 95 feet.

95 Increasing sand content below 95 feet.

100 Encountered rock (boulder) between 100 and 101 feet.

Reddish brown (5YR,4/3) below 100 feet.

105

110 Increased drilling resistance at 110 feet.

.. ":'" MODERATE BROWN BASALT (5YR,3/4), low

115- · ... ~A hardness, weak, deeply weathered •

· A"~" Increased drilling resistance at 113 feet. · .... ~A Becoming moderately hard, moderately strong · .. A~(/Io below 115 feet • · .... ~ .. · .... ~ .. Increased drilling resistance at 118 feet •

120 -. ..... .. ........ Brownish gray (5YR,4/1) and medium gray .. ........ (N4) below 120 feet • .. .... ~ .. Decreased drilling resistance from 121 to 130 .. .... ~ .. .. .... : ... feet • 125 · .... : .. .. ....... .. ........ .. .... ~ . .. .... ~ .. 130

.. .. .. .. .. Log of Monitoring Well 1-1 Schofield TEPS 5



APPROVED FILE STEPS

DATE 4/95

REVISED DA TE

(

(

(

~ ..

0

BretUhln, Space Salrple lnurval DriUln, RIIU MeaslUDMIIl Salrple

(foel) (mJn.lS fen) (ppm) NlIWIber

125-130 60 0 20

130-135 20 0 21

135-140 8 0 22

140-145 10 0 23

145·150 7 0 24

150·155 9 0 25

155·160 10 0 26

160·165 30 0 27

165·170 11 0 28

170-175 9 0 29

175-180 10 0 30

180·185 20 0 31

185·190 20 0 32

~~~!~ Harding Lawson Associates Engineering and Environmental Services

0 Bucket Auger (20·' Air Rotary by Speedstar SS 16 Air Rotary by

~ EquipmenJ Ingersol-Rand T3W

11 tGround) -855 ft Dale 01/26/94 levation

130 A·A~ • Incr .. sed drilling resistance at 130 feet. .... ~ .. .... ~ ..

Decr .. sed dnlling resistance at 133 feet • . ·.~Ia 135 ..... A~ .. ... ~ .. Ught olive gray (5Y,6/1) below 135 feet.

A·A~ • .... ~ .. Increa.ed drilling resietence at 137.5 feet • .... ~ .

• ·A~A

140 .A.~. Decreased drilling resietance at 139.5 feet. .... ~ .. ... ~ . Highly vesicular below 140 feet • . : .. : . .... .. 145

. :.:. .... : . • ·A~#II .:.: . .... .. .. .. .... .. .. .. .... ..

150 .:.:. Dark reddish brown (10R,7/4), low to ...... .. .. moderately hard below 150 feet • .... .. ....... .. .. ...... 155 . :.:. ...... .. .. .... .. .. .. .... .. .. .. .... .. .. .. .... .. 160 • • .. ~A Increased drilling resistance at 159 feet. .: .. :. Medium dark gray (N3) and dark reddish ......

brown (10R,3/4) below 160 feet • .. .. .. ...... ... ~ .. Decreased driUing resistance at 161 and 165 ... ~. feet • 165- ... ~ ..

Moderately hard to hard below 1 65 feet • .:.:. ... ~ .. .. ...... ... ~ . 170

.... ~. ..... ~. Increased drilling resistance at 170 feet • .... ~ . .... ~ . .... ~ . ...... ~ .

175 .. : .. :. .. .. .. Decreased drilling resistance at 1 75 feet • ..... ~ . ..... ~ . .. ~. : .. :~ .

180 ..... ~A ..... ~ .. ...... ~ .. ...... ~ . ...... : . ...... ~ . 185 ..... ~ .. .. : .. :. ...... Increased drilling resistance from 186 to 187 .. : .. :. feet and at 190 feet • .... .. 190-

...... ~ .. . : .. :. ...... .. .. .... .. .. .. .. .. .. .......... Decreased drilling resistance at 193 feet • .. .. 195-

.. .. .. .... Log of Monitoring Well 1-1 Schofield TEPS 5

(Sheet 3 0/14) RGURE


1~i DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE 5 ~k~a~r ____ ~2~6~1~29~.~05~.~O~5.~1~2 ________________ ~S~T~EP~S~ ____ ~4/~9~5 __________ _

0 Bucket Auger (20·'

O::ir Rotary by Speedstar SS 16 Air Rotary by

~ Equipment Ingersol-Rand T3W Brealhin, SptIU 11 kGround) -855 ft Date 01/26/94 ( s-"k inlerVGJ DrlUJn, Rille MelUlUemenl Sonpk leva/ion

(feet) (min./S foet) (ppm) Nlllltber

190-195 18 0 33 195 I· ... A. A A-_-'

A· .. ~4

."'.~ . ... ·A~. 195-200 35 0 34 200 A·A~A

AA.~. (Set 1 2-inch casing to 200 feet.) .... ~ .. (Resume drilling et 200 feet with foam ."d .. ·.~A

.. • .. ~A 10-inch-dia. hammer.)

205 .: .. :.

200-205 10 0 35 A A ..... ~. No sample cuttings at 205 feet or 21 0 feet • . : .. :. A A A

A A A A A

A A A A A

205-210 8 210 .: .. :. (Loss of air circulation et 21 0 feet.) A A A

A A

Decreased drilling resistance from 210 to 212 A A A A A

A A A feet. A A A A A

A A A A A

210-215 6 215 A A A A A Decreased drilling resistance from 215 to 217 A A A A A

A .. feet. .. .. .. A

.. A .. A ..

A A .. A ..

215-220 5 0 36 220 .. A .. .:.:-.. .. .. .. .. .... .. No sample cuttings or drilling foam circulation A .. .. .. ..

A .. from 220 to 245 feet • .. .. A ..

225-220-225 5 ...... .. : .. : .. ( .. .. .. ......... ....... ........

225-230 e 230 ...... ~. A· ..... ..... ~ .. . :.:. .. A Decreased drilling resistance from 233 to 235 ... ~.

230-235 11 0 37 235 .... ~. feet. ...... ~ . ...... ~ . ..... ~ . ..... ~ ..

235-240 • 0 38 240-.... ~. .... ~ .. ..... ~ .. ...... ~ . ..... ~ .

(Dnlling foam circulation and cuttings retum ..... ~. 240-245 11 0 39 245 .. ~. very low.) :.:~. .... ~ . .......

A A A A .. ... ~ .

245-250 7 0 40 250 .... ~ .. .:.:. Very dark red (5R,2/6) and dusky red A A A (10R,2/2) below 250 feet. A A A A A .:.:. A A ..

250-255 17 0 41 255 ..... ~. ....... 41 Increased drilling resistance from 255 to 259

A A

feet. A A A .. A

A .... ..... ~ . 260 . :.:.

Harding Lawson Associates Log of Monitoring Well 1-1 (Sheet 4 of 14) FIGURE

Engineering and Schofield TEPS 5 Environmental Services Schofield Barracks

Island of Oahu, Hawaii DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE kar 26129.05.05.12 STEPS 4/95

Somple InurwJI DrlIUn, RtIU (foel) (mbt./S 1m)

255-280 15

280-285 9

285-270 8

270-275 5

275-280 5

280-285 6

285-290 6

290-295 8

295-300 9

300-305 11

305-310 8

310-315 7

315-320 4

c Brealhing SpDce

Metu",t:mDIl (ppm)

o

o

o

o

o

o

o

o

o

o

o

o

o

Sompu NlllnMr

42

43

44

45

46

47

48

49

50

51

52

53

54

265-

270

275

280

285

290

295

300

305

310-

315-

320

325

o Equipment (Ground) Elevation

Bucket Auger (20·' Air Rotary by Speedstar SS16 Air Rotary by Ingersol-Rand T3W

-855 ft Dale 01/26/94

Decreased drilling resistance at 281 feet. Dark reddish brown (10R.3/4) and medium dark gray (N3). moderately to deeply weethared. and highly vesicular below 270 feet.

Increased drilling resistance from 278 to 279 feet.


Decreased drilling resistance at 298 feet.





(Sheet 5 of 14) FIGURE E1~1~1 Harding Lawson Associates ii Engineering and : = : = . ~ EnVIronmental Services Schofield Barracks ! =! =i~1 ~~~ ______ r~~~~~ _______ IS~la~n~d~o~f~O~a_h~u~,~H~a~w~a~i~i~ ________ ~~ ____ ~~~~~

DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE kar 26129.05.05.12 STEPS 4/95

SonfJle inzerwJl (foel)

320·325

325·330

330-335

335-340

340-345

345·350

350-355

355-360

360-365

365-370

370·375

375-380

380-385

e BretJlhing Spoce

DrlUlng RtJle MelUllremetll (min./' Jeet) (ppm)

11 0

9 0

8 0

9 0

17 0

10 0

14 0

15 0

12 0

11 0

11 0

11 0

11 0

Harding Lawson Associates Engineering end Environmental Services

SonfJk Nllltlber

66

5e

67

58

59

60

61

62

63

64

65

66

67

DRAWN lear

JOB NUMBER 26129.05.05.12

Bucket Auger (20·' ~ir Rotary by -dpeedstar SS 16

Air Rotary by

~ Equipment Ingersol·Rand T3W

11 fGround) -855 ft Date 01/26/94 levatlon

325 .. .. Derk reddish brown (10R,3/4), len v .. iou .... A .... ~ .. .... ~ .. below 320 feet • ..... ~#4 .: .. : ..

330 .. .. .. ...... ~ . ... ~ . ..... ~ . ...... ~ . ...... ~ . 335- .... ~#4 .:.:. Increesed drilling resistance at 335 feet.

... .. .. .... ~. AA .. ~ • .... ~ .

340 .... ~. Derk grey (N2), herd to very herd, slightly to .:.:. .. .. .. moderately vesicular, with littla weethering

.... A~. below 340 feet •

...... ~41

345-..... :0lil ....... : .. .:":#4 .. .. '" .:.:. .. .. '"

350 ...... :. .: .. :. .. .. .. ...... ~ .. .. : .. :. .. ... .. .. '" 355 .. '" ... ...... : .. Decreased drilling resistance at 355 feet. .: .. :.

Moderately to highly vesicular below 355 '" .. ... '" '" feet. .. .. ..

360 . : .. : .. ......... .. ... ... .. .. ......... ... '" '" .... ~ .

365-...... ~. ..... ~41 ...... ~ .. ...... ~ . ..... ~ .. ..... ~ ..

370 ...... ~A ..... ~ .. .. : .. : .. .......... .. .. .. '" .. Medium hard to hard, little to moderately ..........

375- .. : .. :. vesicular below 370 feet. .. ", ... ...... ~ .. ...... ~ .. ...... ~ . .. A.~ ..

380 ...... : .. Moderetely to highly vesicular below 380 .. : .. :. .. "'.'" feet • ..... ~ ..

.. • .. ~A

385 ...... ~ .. ...... : ..

Deeply weathered below 385 feet • .... : .. .. : .. : . ........ '"

Decreased drilling resistance at 388 feet. '" "'.'" 390

.: .. :. Log of Monitoring Well 1-1 Schofield TEPS 5

(Sheet 60/14) FIGURE


APPROVED FILE STEPS

DATE 4/95

REVISED DA TE

(

(

, ~_/

0

Breadring ~GCe Sample lnurvaJ DrlUlngR4u MetulUDrIDIt Sample

(fen) (nU./Sjen) (ppm) N-.ber

385-390 7 0 68

390-395 8 0 8&

395-400 8 0 70

400-405 10 0 71

405-410 9 0 72

410-415 8 0 73

415-420 6 0 74

420-425 10 0 75

425-430 9 0 78

430-435 12 0 77

435-440 18 0 78

440-445 12 0 79

445-450 12 0 80

~~~~~ Harding Lawson Associates Engineering and Environmental Services

0 Bucket Auger (20-' Air Rotary by 5peedstar 5516 Air Rotary by

~ Equipment Ingersol-Rand T3W

11 kGround) -855 ft Dole 01/26/94 levaIion

390 .. ~ .. Dark reddish brown (1OR,3/4), medium clerk .... =. .. ~. gray (N3) and modereta brown (5YR,4/4), :A:~. little to moderately w .. thered below 310 ... ~. fNt_ .. ~ ..

395- :.:~. Incr ... ed dnlling ,..ietance at 392 fNt • ... ~ ... ,. .. ~ ..

Decr .. sed dnlling resistance at 397 fNt. A·.~ . ... ~ . 400 ... ~. ... ~. Fresh to little weathered below 400 fNt • ..... :- Incr .. sed drilling resistance at 401 fNt • .. : .. : .. :: .

• "A~" 405 .. : .. : .. :: .. Medium dark gray (N2) below 405 fNt • . :.: . ....... -......... Increased drilling resistance at 408 feat •

410 ........ -A ... A Decreased drilling resistance at 410 feat • .. A .........

Little to moderately w .. thered below 410 ........ ........ iii feat • A ... ..

415 .. : .. :. ...... ~ . ......... ......... ...... ~ . ...... ~. 420 A ....

A .. .. ... .. ...... ~. ...... ~ . ...... ~ . ...... ~ . 425 ...... ~.

Brownish black (5YR,2I1) and brownish grey ...... ~ . ..... ~#Il (5YR,4/1), frash to little weathered, and little .... ~.

to moderately vesicular below 425 fNt . ...... ~ . 430

...... ~. ...... ~.

...... ~ . .. : .. : . .. "_ . ...... ~ . 435

...... ~. ...... ~. Grayish black (N2) and dusky brown ..... ~. . : .. :. (5YR.2/2) below 435 faat •

.. A_ • Decreased dnlling resistance at 437 feet • ...... ~,. 440 ...... ~. ...... ~ .. ...... ~ .. ...... ~ . ...... ~ .. ...... ~ .. 445 ...... ~ .. ..... ~ . . :.:.

A .....

A·A~ •

450 .... ~.

Decreased drilling resistance at 449 feet. A .... ~. ...... :- Dark reddish brown (10Y,3/4), moderately .. : .. : .. reddish brown (10R,4/6), and blackish red ... ~. (5R,2/2) below 450 feat. A ....

455-.. : .. : ..


(Sheet 7 of 14) RGURE


~~~~~ ~D~RA~W,~W~-----J~O~B~N~U~M~~~~-------A~P.~~~R~O~VSD~--------~F.~U~E~------~D~~~T.~~~---REv.~~lSED~~D~~~1t~

kar 26129.05.05.12 STEPS 4/95

Sanple llllerwJI (foet)

450-455

455-480

480-465

465-470

470-475

475-480

480-485

485-490

490-495

495·500

500·505

505·510

510·515

0

Breadting SptlCe Drilling Rau Metuurement (min./S Jeel) (ppm)

9 0

11 0

9 0

5 0

12 0

22 0

12 0

9 0

11 0

12 0

8 0

6 0

7 0

Harding Lawson Associates Engineering and Environmantal Services

Somple NMmber

81

82

83

84

85

86

87

88

89

90

91

92

93

Bucket Auger (20·) Or Rotary by



11 fGround} -855 ft Date 01/26/94 leva/Ion

455 .. .. : .. :.:: . ... :". .... : . 460- .... : ..

.. A .. : •

• "A~ • • ·.:4111 .:.:.

465-A.A •• .. "," .:.:. Decreased driAing resistance at 460 and at A .. .. 465 feet. .:.:. A A A Increased drilling resistance at 468 feat. 1/10"": •

470 .... : .. .. :.:. Brownish black (5YR,2/1), very dark red .. A ..

A .. A A A (5R,2/6) and dark reddish brown (10R,3/4) .. A .. .. A

below 470 feat. A A .. .. A

475 .. A .. A A

Increased drilling resistance at 475 feat. A .. A .. A

A A A A ..

A A A .. A

A .. A A ..

480 . :.:. Decreased drilling resistance at 480 feet. .. A ..

A A (Possible clinker or cinder leyer from 480 to A A A

A A A A A 483 feet. A A A A ..

Dark gray (N3) and dark reddish brown .. .. .. A ..

485 A A

(10R,3/4), non· to slightly vesicular below A A A A A

A A A 480 feet. A A A A .. .. :.:. A A,A

490-.:.:. .......

Decreased drilling resistance at 490 feet. A A A .. A

A A .. A A

Increased drilling resistance at 492 feet. A A A A A

A A A

495 .... ~. ...... ~ ..

Decreased drilling resistance from 495 to 497 ...... : .. . : .. :. feet • .. ... A ..... :"

500 ..... ~. ...... : . ...... : . ..... : .. ...... : ..

Decreased drilling resistance at 503 feat • ...... ~ .. 505- ...... ~ .. ...... ~ .. Dark gray (N2), with traces of olivine crystals ...... ~ ..

below 505 feet • ...... ~ .. ...... : .. Increased driAing resistance at 508 feet • ...... : ..

510 ...... : .. .. : .. : .. A A,A

A .... : .. ..... : .. 515

.. : .. : .. A A A

"" ... : .. .. : .. : .. A A A ...... : ..

520-.. : .. :.




~~~;i DRAWN JOB NUMBER APPROVED FILE DATE 5 _~_r ______ 2~6_1_2_9._0_5._0_5~.1_2 ________________ ~S~T~EP~S~ ____ ~4/~9~5 __________ __ REVISED DATE

(

0 0 Bucket Auger (20·) Air Rotary by Speedstar SS 16 Air Rotary by

~ Equipment Ingersol-Rand T3W BretUhing SpGce ~ tGround) Sanple rnlervol Drilling Rate Metu.remDII Sanpk If levation -855 ft Datt 01/26194

(foel) (min.lS feet) (ppm) NII1ftber

515-520 7 0 84 520 .... .... .. " " " " " " " .A.~ .. AAA~.

520-525 8 0 85 525 " ~. :.:~. .. " A A A

A ~. :A:~. A"A~ •

525-530 8 0 88 530- .... ~. .:.:. Moderetely to highly vesicular below 530 .. A A feet • . : .. : . .. A A

A A A .. A

530-535 8 0 97 535- .... ~. .. : .. :. A A A

••• 4411

A .. A A A

.. A A .. A

540-535-540 8 0 98 ........ ........ ....... .. A

A A A A A

A A A

540-545 8 0 99 545 .: .. :. A A A .. ~. : .. :~.

Decreased drilling resistence et 547 feet • ...... ~ . . : ... ~ . 545-550 9 0 100 550 ...... ~. Blackish red (5R,2/2), moderate brown

.. A. (5R,4/4) end olive black (5Y,2f1), below 549 : .. :~. ...... ~1Jl feet • ..... ~. Brownish black (5YR,2/1), reddish brown ...... ~. (10R,3/4), derk yellowish brown (10R,415),

550-555 10 0 101 555 ..... #110. moderately weathered below 550 feet • ......... .... ..... Increased dnlling resistence et 556 feet.

A A. : .. : .. 560

...... ~. 555·580 • 0 102 ........

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

560-585 13 0 103 565 ......... ..... "

Dark gray (N2) end non-vesicular below 565 A .. A A A .. ~. feet • : .. :~.

A A A A A

565-570 12 0 104 570 ...... ~. .: .. :. A .. A .: .. : . .. A·.-' ..... ~ ..

570-575 20 0 105 575 ..... ~. ...... ~ . ... ~ .. ..... ~. Decreased drilrmg resistence at 577 feet • ...... ~ . 580

...... ~ . 575-580 10 0 106 .......

Weter level measured on 3/2/94 et e depth of .. A A A

A A

~ 582.08 feet. A A:-'

"·A~. Decreased drilling resistance from 582 to 585 ..... ~. .. A ..... feet •

585- A A

Harding Lawson Associates Log of Monitoring Well 1-1 (Sheet 9 of 14) RGURE

Engineering end Schofield TEPS 5 Environmentel Services Schofield Barracks

Island of Oahu, Hawaii DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE kar 26129.05.05.12 STEPS 4/95

Sampk lnurval (feel)

580-585

585-590

590-595

595-600

600-605

605-610

810-615

615-620

620-625

625-630

630-635

635-640

640-645

,... \0../

BretJlhing Space Drilling Rau MetullTemenI (min./S foel) (ppm)

14 0

5 0

4 0

21 0

37 0

10 0

18 0

12 0

10 0

8 0

20 0

25 0

40 0

Harding lawson Associates Engineering and Environmental Services

Sampk NIIInber

107

108

109

110

111

112

113

114

115

116

117

118

119

DRAWN kar

JOB NUMBER 26129.05.05.12

Bucket Auger (20·) ~ir Rotary by



!1 tGround) -855 ft Date 01/26/94 levation

585 A ..... Moderately to highly vesicular below 585 .... = .. A·.~'" feet. .... :411 .:.:.

590- .. .. .. .... .. .. .. .. .. .. .. .. .. .. ......... ........ .... .. 595

.. .. ...... Blackish red (5R,2/2), moderate reddish ...... .. .. .. brown (10R.4/6). end dark reddish brown ..... ~ ..

.. A.~ .. (10R.3/4) below 595 feet •

...... ~A

600 ..... ~ .. Decreased drilling resistance from 600 to 601 ... ~ . . : .. :. feet • .... .. (Possible clinker or cinder layer at 600 feet.) .... .... .. .. .. .... ..

605 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ...... ..... : ... 610 . : .. :". ........ (Borehole collapsing below 610 feet.) ......... ......... ......... .. .. .. .. .. 615 ........ .. ......

A"A~ • ...... ~ . ...... ~ . ...... ~ . 620 ...... ~. .: .. : . .... .. .. .. .... .. .. .. .. .. .. 625

...... :. .: .. :. ...... .. .. .. .. .. .. .. .... .. .. .. .... .. 630

..... : .. .:.: .. .. .. .. .. .. ......... (Driller notes rock is more solid at 632 feet.) .......... .. .. .. .. ..

635 ........ .......... ...... .. '" ...... . . ....... '" .... ' 640 .. A .. ~.

Dark gray (N2). blackish red (5R.2I2), and ...... ~. ...... ~. grayish red (10R,4/2), slightly to moderately ...... ~. .. : .. : . vesicular below 640 feet •

645-......... ........ ........ '" .... ' ...... ~ . .... "": .

650- . : .. :. Log of Monitoring Well 1-1 Schofield TEPS 5



APPROVED FILE STEPS

DATE 4/95

REVISED DATE

Sanpk IIIIerItIl (Jeet)

646·860

660-856

855-860

860-666

666·670

670-675

675·680

( 680-685

685·690

690·695

695·700

700-705

705·710

j

\......

C)

Bretllhlnr Space Drilling Rare JletU",.."

(,.,/5/«1) (ppm)

85 0

48 0

30 0

10 0

12 0

60 0

40 0

18 0

15 0

18 0

32 0

20 0

20 0

Harding Lawson Associates Engineering and Environmental Services

StIIrtM NtIIIIber

120

121

122

123

124

125

126

127

128

129

130

131

132

DRAWN kar

JOB NUMBER 26129.05.05.12

0 Bucket Auger (20·' Air Rotary by Speedstar SS16 Air Rotary by

~ Equipmenl Ingersol-Rand T3W

11 kGround) -855 ft Date 01/26/94 levaJion

650 ....... Dark gray (N2) below 660 feet. -. ... ~ . ..... ~ . ... ~ . .... ~ . 655 • AA~. ..... ~. Moderately to highly vesicular below 855 ...... ~.

feet. AAA~. A .... ~ • ...... :,.

660- ...... :. .: .. :. Dark reddish brown (10R,3/4) and dark gray A A A (N2), moderately to deeply weathered below ..... :411 . :.:. 860 feet •

665-....... #11 Decreased drilling resistance at 662 feet • ........ iA

A A A A .. ...... .. ....

.... A~411

670 .... ~. .:.:. Fresh to little weathered, non· to moderately .. .. ..

A .. vesicular below 670 feet. A A A .. A

A .... A A

.. A A

675 .. : .. :. A A .. Dark gray (N2) and dark reddish brown .. A

·AA~. (10R,3/4) below 675 feet. A A A

A A A .. A

A A A A A

A A

680 A A A A A

A .. A A ..

Decreased drilling resistance below 681 feet. A A A A ...

... A A

."A~ •

685-.. : .. :. .. A A

A A Dark reddish brown (1 OR,3/4), moderate to ......... A ..

deap weathering, highly vesicular below 685 ......... .. .. feet • .. A

.. A ..

690 .. : .. :. A A A

A A ........ A .. : • .. :.:. A A A

695 .. : .. :. ...... Olive gray (5Y,4/1) and dark reddish brown A .. A A .. ...... ~ . (10R,3/4) below 690 feet • . : .. :. .. .. ..

700 ..... ~. ...... ~ . ..... ~ . ...... ~,. .... ~. orlVe black (5Y,2I1) and blackish red ...... ~ .

705 ... ~ .. (5R,2/2), with some calcite crystels below .. :.:. 705 feet • .. .. .. Decreased drilling resistance at 706 feet. II:· .. ~ • ....... ~. Possibla clinker layer at 707 feet •

710 ...... :. Increased drilling resistance from 708 to 710 .. : .. :. feet. A .. A

A .. Dark reddish brown (10R,3/4), brownish .. A .. A ..

black (5YR,2/1), and grayish red (5R,4/2) .. A .. .. .. .. .. A

below 710 feet • .. .. .... .. 715 ....




APPROVED FILE STEPS

DATE 4195

REVISED DATE

--------------------------------------------------------------------------,-

Bucket Auger (20·) e o:!r Rotary by . Speedstar SS 16

Air Rotary by

~ Equipmenl Ingersol-Rand T3W BretJlhin, Spou ii ~ kGround) Sompk 111lel'Wll DrUUn,RtJU MeaslUemml Sllmpk ~f levarion -855 ft Dale 01/26/94

(/HI) ("./5 foel) (Pf"'l) Nlllrlber

710-715 90 0 133 715 ..... - Decreased drilling reeiltWlce. WId pouible ..... ,.. dink« leyer at 712 fNt • ...•.

A.A.#! Incr ... ed drilling reeistWlce at 713 feet.

/

.. "0' Brownish black (5YR.211 ) WId moderate 715-720 80 0 134 720 .... ~.

brown (5YR,3/4). non- to moderately .1iI .. ~ .. ...... ~ .. vesiculer below 710 fNt • • A .. ~. Material falling over hemmer at 717 feet • . :.:. Olive black (5Y.211). very hard. fresh below ....

720-725 90 0 135 725 ...... ~ .. 715 feet. ...... Decreased drilling reeistance from 726 to 728 : .. :: .. .. ~ .. feet. Dark reddish brown (10R.3/4) and olive : .. :: .. black (5Y.2J1). moderately hard to hard. fresh

730 .... : .. to moderate weathering below 720 feet •

725-730 41 0 136 .... : .. ..... : . .... ~A .:.:. .. .. ..

A ..

735 A .. ..

730-735 45 0 137 .: .. :. Brownish black (5YR.211) and dark reddish A .. .. .. .. brown (10R.3/4). moderately to highly .. .. .. . : .. :. vesiculer below 735 feet. A .. ..

A ..

735-740 30 0 138 740- .. .. .. ."A: . ..... ~ .. ...... ~A

Decreased drilling resistance at 742 feet • . : .. :. .......... Increased drilling resistance from 743 feet • 740-745 55 0 139 745 .. .. .. Moderate reddish brown (10R.4/6). dark .. .. .. .. ..

reddish brown (10R.3/4). and olive black ..... ~ .. A: .. :. (5Y.2/1). moderate to highly vesiculer. .. .. A moderate to deep weathering below 745 feet. .. ..

( A .. ..

Very hard drilling below 747 feet • 745-750 750-

.. .. 110 0 140 ..........

Olive bleck (5Y.211). slightly to moderately .. A .. .. .. vesiculer below 750 feat. .. .. A .. ..

.. A A Increased drilling resistance at 750 feet • .. .. .... .. . : .. :. Olive black (5Y.211) with dark reddish brown

750-755 41 0 141 755 .. .. .. (10R.3/4) below 750 feet. .. .. A .. A

Decreased drilling resistance at 753 feet. .. .. • .... 110 .. No sample cuttings and no drilling foem A A ..

A ..

circulation below 756 feet. .. .. .. 755-760 12 760- .. : .. :. .........

.. ",A

A ~ .. : .. ::. Increased drilrlng resiatance at 762 feet • .. : .. Foam citculetion retums et 763 feet. 760-765 35 0 142 765- : .. ::. ....

No foem retum et 765 feat • ........ ......... ......... .. "0' Decreased drilfng resistance at 768 feet • . : .. :.

765-770 23 0 143 770 .. "0' Foem circu\etion ,etums at 769.5 feet. ...... ~. Grayish black (N2) below 770 feat • .. : .. :. Medium dark gray (N3) below 770 feet • ...... : .......... Increased drilrng resistance at 772 feat •

770-775 51 0 144 775 ......... .. .. .. .. A"~tII .. : .. : . .... .. .. .. .... .. .. ..

780 ........ '

Hard"1Il9 Lawson Associates Log of Monitoring Well 1-1 (Sheet 12 of 14) FIGURE

Engineering and Schofield TEPS 5 : = : =. ': Environmental Services Schofield Barracks ! =! =F~' ~~~ ______ ~~~~~ _______ I_S~la~n~d~o~f~O~a_h_u~,~H_a_w~a_ii~~ ______ ~~=-__ ~~~~~~

DRA WN JOB NUMBER APPROVED FILE DA TE REVISED DA TE kar 26129.05.05.12 STEPS 4/95

, \.

0

BreDlhing Space Sample lnurWJl DrllUngRau MeasllTemenl Sample

(feet) (mln.ISfeet) (ppm) Nllmber

776-780 38 0 146

780·785 139 0 146

785·790 19 0 147

790·795 20 0 148

795-800 25 0 149

800·805 45 0 150

805-810 78 0 151

810-815 88 0 152

815-820 160 0 153

820-825 35 0 154

825-830 27 0 155

830-835 50 0 156

835·840 29 0 157

~;I~~ Harding Lawson Associates Engineering end Environmental Services

DRAWN kar

JOB NUMBER 26129.05.05.12

0 Bucket Auger (20", Air Rotary by Speedstar SS 16 Air Rotary by


Ii fGround) -855 ft Dale 01/26/94 levation

780 JA'" ... ... ... ... .·A~~ AAA~~ .AA~~

785 ... :. Decreased drilling resistance at 784 feet. :.::-...... ...... ... Dark reddish brown (10R.3/4, and dark gray .:.:.

...... ... (N2, below 785 feet • ... : .. Increased drilling resistance at 788 feet.

790 :.::. ...... Decreased drilling resistance at 790 feet . ..... 11 ......... Olive black (5Y.2/1) below 790 feet • ... .. AA·~" ......... ... ... ... ... ...

795 ... ... ......... ... ... ......... ... .. .. .. .. .. .. .. .. .. .. .. ...... .. ..

800 AIto·~· Increased drilling resistance 8t 799 feet. .. .. .. .. .. Non- to slightly vesicular below 800 feet • .... .. ... .. .... ..

.. A ....... .. .. .. .. .. 805 . :.:-...... .. .. .. .. .. .. .. ... .. .. .. .. ... .. ... .. .. ...... 810 ...... ...... .. .. .. .. ..

• A .. ~,. ...... : . 815

.. : .. :. ........ ........ ..... .. .. ..

.. A ...... .. .. .. .. .. ..... ... Olive black (5Y,2/1' and grayish red (5R,4/2' 820- .....

... "'_A

A·"~A below 820 feet. .: .. :. Decreased drilling resistance at 821 feet. .. .. .. .. .. Dark reddish brown (10R,3/4) with olive ..... A .....

825 .... A ... black (5Y,2/1), low to moderate hardnes., .. .. .. .. .. highly vesicular, possible cinder layer below ...... . :.:. 825 feet . .... A ... Increased drilling resistance at 825 feet. .. .. ... ... .. Olive black (5Y,2/1) below 825 feet .

830 ....... .... Decreased drilling resistance at 828 feet • ...... ~ .. .. .. .. Increased drilling resistance at 828.5 feet. .. .. A .... ~A .. .. ... .. .. ... .. ...

835 ... ..

A A A ..... Decreased drilling resistance at 835 feet . .... .. . : ... : . ..... .. ... ... ..... .. 840

. :.:. .. A ... ... .. .. .. ~-.. ...... : ... . :.:.

Increased drilling resistance at 843.5 feet • .. ..... 845 . :.:-




APPROVED FILE DA TE REVISED DATE STEPS 4/95

.;

Sawple 1n1UW1l (foel)

840-845

845-850

850-855

e BreQlhJng Spou

DrllUng RJJu MetullTmtDIl (min./S feel) (ppm)

70 0

56 0

44 0

Harding lawson Associates Engineering and Environmental Services

Sawple Nwnbe,

158

159

160

Bucket Auger (20·' ~r Rotary by ".... peedstar SS 16 "

Air Rotary by

~ Equipment Ingersol-Rand T3W ~ tGround) 11 leva/ion -855 ft Date 01/26/94

845 , ......... (Driller .aYI rubble zone encountered at 845 ... -:-. ...... ~ .. feet.) ...... ~ .. Increased drilling resistance below 845 feet • ...... ~#t Decreased drilling resistance at 848 feet • .........

850 ......... ......... Very du.ky red (10R,2/2), moderate brown .. . .. . ..

A .... ~ .. (5YR,3/4), and blackish red (5R,2I1), with .. : .. :. rounded gravels and oobbles below 850 feet.

855 . . . Total depth - 855 feet. Water table WH measured at 582.08 feet below top of casing, 3/94.

860

865-

870

875

880

885

890

895

900

905-

910-Log of Monitoring Well 1-1 Schofield TEPS 5



~~~~~ DRAWN JOB NUMBER APPROVED FILE DATE ! ~k~a~r ____ ~26~1~2~9~.O~5~.O~5~.~12~ ______________ ~S~T~E~P~S ____ ~4~/9~5~ ________ ___ REVISED DATE

!e of Hawaii e ~~ COMMISSION ON WATER RESOURCE MANAd9at T Department of Land and Natural Resources @) ~~ WELL COMPLETION REPORT 3120196 WCR Form

(Check Appropriate Box) !:J Well Construction tJ (Permanent) Pump Installation 'rwtructlons: Plea .. print or type and submit completed report within 30 days after wei completion to the CoRmission on Water Resoun:e Management, P.O. Box 621, Honolulu, Hawaii 96809. An a&-built drawing of the wen and chemical analysis should also be submitted. For assistance can the Commission Regulation Branch at 587-0225, or 1-800-468-4644 Extension 70225.

1. State Well No.: 2901-13 Well Name: MW1-1 •• land: .... O .... a ..... b .. u ____ _ 2. LocatloniAddre8.:....:ISgct&lb~oflLllelUl_d ... BUlaLLl[[LIIal.KckWsiL..-_________ Tax Map Key: 7-6-01

I PART I. WELL CONSTRUCTION REPORT

3. Drilling Company: Soil Sam~lin9 Service, Inc. 4. Name of driller who performed work: Pete Cbrj sti ansen I Mel Peterson 5. Type of riglconstruction: Bucket Auger L Air Rotar~ 6. Date(s) Well Construction and pump tests (if any) completed: 1L26/94 7. GROUND ELEVATION (referenced to mean sea level, msl): 855.35 ft.

Well Bench Mark (descriptionllocation): Top of sounding tube Elevation(msl): 852.78 ft. 8. DRILLER'S LOG: Please attach geologic log (if available or if required by permit)

Depths (ft.) Rock Description, Water Level, Dates, etc. Depths (fl) Rock Description, Water Level, Dates, etc.

-- to -- See attached boring log -- to ---- to -- --to --(If more space is needed, continue on baclc.)

9. Total depth of well below ground: 669 ft. 10. Hole size: ]9 inch dia. from D ft. to lD ft. below ground

16 inch dia. from 10 ft. to 200 ft. below ground 10 inch dia. from 200 ft. to BS5 ft. below ground

11. Casing installed: 6 in. 1.0. x in. wall solid section to 569 ft. below ground b in. 1.0. x in. wall perforated section to 669 ft. below ground

Casing MateriaVSlot Size: Carbon steel blank caSing / stainless steel

12. Annulus: Grouted from Q ft. below ground to 559 wlrelrap screen

. below ground Gravel packed from 559 ft. below ground to 855 ft. below ground

13. Initial water level: 581. 99 ft. below ground. Date and time of measurement: lOLIO/95 14. Initial chloride: NA ppm Date and time of sampling: 15. Initial temperature: NA OF Date and time of measurement: 16. PUMPING TESTS: Reference Point (R.P.) used: , which elevation is ft.

(1) Step-Drawdown Test Date (2) Long-tenn Aquifer Test Date Start water level ft. below R.P. Start water level ft. below R.P. End water level ft. below R.P. End water level ft. below R.P.

17. Aquifer Pump Test Procedures data & graphs (119196 LTAT Form) attached? _ Yes _ No 18. As-built drawings attached attached? L Yes _ No 19. Other remarks/comments: (On back of this form)

~ell Drilling Contractor (print) C-57 Lie. No.

Signature Date

Surveyor (print) Lic. No.

Signature Date

Applicant (print)

Signature Date

o o · -'. \

o 3/2OIV8 WCA FQmI

I PART II. (PERMANENT) PUMP INSTALLATION REPORT /?VJ I 20. Pump Installation Company: Soil ~~m~ling Ser~j~~1 ID~. \S((~~" 21. Name of person performing wor1<: Paul Montgomer~ 22. Date Pump Installation Completed: " . . ", 23. PUMP INSTALLATION: -. j

Pump Type, Make, Serial No.: 3. 75" d i a • lirandfcs pump Capacity;. ~ Motor type, H.P., Voltage, rpm: E1ectric 1 7.5 h~

0::::::=: __ '

Depth of Pump Intake Setting 597 ft. below ground , which elevation is 258 ft Depth to bottom of airline NA ft. below , which elevation is ft Pumping Head is 582 ft. Type of flow meter: ~A which measures in

24. As-built drawings attached attached? !... Yes _ No 25. Other remarks/comments: (See below)

Pump Installation Contractor (print) C-57 Lie. No.

Signature Date

Applicant (print)

Signature Date

8.(cont'd) DRILLER'S LOG (cont'd): Water Level Depth (ft.) Rock Description, Remari<s, Water Level Depth (ft.) Rock Description, Remari<s.

Oates (ft.) Dates (ft.) ____ w ______________________________ ____ __ __ w _ __________________________ __ _ w __________________________________ _ __ __ w ___________________________ __ ____ w ____ ________________________ ____ ____ w ____ ______________________________ __ ____ w ______________________________ ____ __ __ to ______________________________ __ ____ w ____ ____________________________ ____ __ __ w ____________________________ __ ____ w ______________________________ _

to ---- ------------------------------_ w ______________________________ _ __ __ w ______________________________ __ ____ w ______________________________ __ ____ w ______________________________ __

19.&25.Rema~: __________________________________________________________ __

i

l,

DEPTH CFT) 10

200

549

559

564

ELEVATION CFT).

835.4

655.4

306

296

291

569 286 \]

581.99 270.79 (10/10/95)= (ELEVATION OF GROUNDWATER)

""587

CORNER CONCRETE EL. -= 854.97 FT.

CEMENT SlAB

19" DIAMETER AUGERED HOLE

16" DIAMETER HOLE DRILLED WITH DOWNHOLE HAMMER

12" DIAMETER STEEL CONDUCTOR CASING

CEMENT BENTONITE INNER SEAL

6" DIAMETER CARBON STEEL BLANK CASING

10" DIAMETER HOLE DRILLED WITH DOWNHOLE HAMMER

CEMENT BENTONITE INNER SEAL

BENTONITE PELLETS

FINE SAND

1" PVC SOUNDING TUBE

SILICA SAND FILTER PACK (64 STANDARD SIEVE SIZE)

6" DIA. STAINLESS STEEL WIRE -WRAP SCREEN 669

674 687

186

181 168 .oio6:+--- FINE SAND

------ti:~;;;m:I

855 0.4

*OATUM: MEAN SEA LEVEL

~~;~~ Harding Lawson A.soclat ••

Engineering and • _ • _ _ Environmental Services · _. _ ... · . _.-

SAND

(NOT TO SCALE)

Monitoring Well 1-1 Schofield Barracks Island of Oahu. Hawaii

FIGt.flE

· - -- -~~~---~~~~--------:':=~-----:::-:----""::":":~----:=~~ • _. • _. DRAWN JOB NUMBER APPROVED FILE DATE REYIS£D DATE

jcl 28339.09.02.12 f:??1l8~~45~O 9/95

( DEPTH (fT) ELEVATION (fT).

-t-- FINE SAND

564 291 -

581.99 270.79 (10/10/95)~ (ELEVATION OF - 1" DIA. SCH 80 PVC SOUNDING TUBE GROUNDWATER)

2.0" DIA. STEEL DISCHARGE PIPE ..... 587 ..... 276

JACKETED SUBMERSIBLE ELECTRICAL PUMP CABLE

STAINLESS STEEL SAFETY CABLE

TORQUE ARRESTOR

~...........-...........-- CHECK VALVE (

593 262

--___ STAINLESS STEEL ELECTRICAL CABLE i-'" WIRE GUARD

3.75" DIA. GRANDFOS PUMP

597 258 ... PUMP INTAKE ~

3.75" DIA. FRANKLIN 600 255 - 7.5 HORSEPOWER ELECTRIC MOTOR

SILICA SAND FILTER PACK

6" DIA. STAINLESS STEEL 669 186 WIRE -WRAP SCREEN

674 181 - 1 rt DIA. HOLE DRILLED WITH AIR ROTARY

g;i·~~h::~;~;~~·: FINE SAND 687 168

"~"~"b''':''~ ~;t\ SAND 855 0 ~~. "i.:~·~."·!·!" '.~<.

.DATUM: MEAN SEA LEVEL (NOT TO SCAlE)

Pump Installation Diagram for

~~~~~ Harding Lawson Assoclat.. Monitoring Well 1-1 Engineering and

• _ _ _ _ Environmental Services Schofield Barracks

FIG~E

---_... I to : = :: =: .:. 'i ~~:--___ -::::::-=::-::=:--____ -::s=la::-::n~d~o;.;...;;:;.;a:;.;.h;.;;u.:.. • ..;.;H~a~w.::.ai;;..i __ --=~-_-~=~~ DRAWN JOB NUMBER APPROVED FI..E DATE REVISED DATE

jcl 28339.09.02.12 f~??1'fl~~44~O 9/95

EXCAVATION FILLED WITH CONCRETE SURFACE SLOPED TO DRAIN

PVC DRAIN PIPE,

Herding La_on A •• oolet •• Engineering and Envlronmenta. Services

DRAWN

jcl

DISCHARGE PIPE WITH VALVE

6" DIAMETER STEEL BLANK CASfNC -------t~

--- ACCESS DOOR

SOUNDING PIPE WITH THREADED CAP

ELECTRICAL SWITCH BOX

t---II--+- LOCKING PROTECTIVE COVER

-~'- ELECTRICAL CABLE TO PUMP

kAJ~>7L--- CRUSHED ROCK AT BASE

1 i' DIAMETER STEEL CONDUCTOR CASING

NOT TO SCALE

J08 NUM8l!R

28339.09.02.12

Monitoring Well 1-1 Detail Schofield Barracks Island of Oahu, Hawaii APPROVED FILE

28339051 1.0 19951106.1538

DATE

10/95

FIGURE

REVISED 01. TE

o ................ 0 .....

October 14.1996

28339.06.01.12 022SAR

Ms. Lenore Nalcama State of Hawaii. Department of Land and Natural Resources Commission on Water Resource Management P.O. Box 621 Honolulu. Hawaii 96809

Schofield Army Barrack. lU/FS Well Information Permit Applications and Completion Reports Schofield Barracb, Hawaii

Dear Ms. Nakama:

o

4.. )

( ) \: ) --i

.. CJ1 C")

'J 1

. )

&3 discussed durlns our telephone conversation on August 27, 1996, we have enclosed a copy of a USGS topographic map showing the locations of 12 monitoring wells installed for this project The monitoring wells are identified on the map by their Army identification numbers. When we received your letter dated April 11. 1996. there seemed to be some confusion over which state well identification numbers were assigned to which of our monitoring wells. Your letter indicated that Wells 4-2 and 4-4 were assign identification numbers 3-2900-01 and 3-3004-03, respectively. The actual of Well 4-2 does not correspond to well identification number 3-2900-01. ) records. the state well identification numbers should be assigned as folio\\!

Prolect WeUNumber

1-1 2-1 2-2 2-3 2-4 2-5 2-6 .4.-;2 4-2A 4-3 4-4

Haw.uState WenmNumher

3-2901-13 3-2900-02 3-2903-01 3-2902-03 3-2801-02 3-2959-01 3-2802-01 3-3004-02 3-3004-05 3-3004-03 3-3004-04

We hope this table and the map will help clear up the confusion regarding the well numbers and locations.

&3 requested in your April 11. 1996 letter. we have enclosed the following information:

1. Well 1-1 (State Well ID No. 3-2901-13) a. Mer-the-fact application for a well construction/pump installation permit b. Well completion report

Engineering and Envirormental Services

235 Pearlridge Center. Phase 1,98-1005 Moanalua Road, Aiea. HI 96701 8OBI~ FAX: 8081486-7184 A.w.-"'tl/H""~iok •• OjJImN" __ _

" , " .,

October 14. 1996 28339.06.01.12 022SAR

o

Ms. Lenore Nakama State of Hawaii. DLNR Page 2

2. Well 4-2 (State Well m No. 3.3004-(2) a. Well completion report b. Well completion diagram

o

Although 12 monitoring wells were installed over the lifetime of the project. only 11 are functioning with submersible pumps. There were problems during the installation of Well 4-2. The cable used to pull the pump out of the well broke. After numerous unsuccessful attempts to retrieve the pump. the pump was abandoned and is not functional. Thereafter. Well 4-2 was used only to measure groundwater levels. Thus. a pump installation report and diagram were never included in the original permit application. Because Well 4-2 could not be used as a monitoring well. a new well was drlll!d within 15 feat of the old well. We gave the new well the name 4-2A. and this may have led to additional confusion.

Your April 11 letter also requested information on State Wells 3·2900.01 and 3·3004-03. From our records. State Well 3·3004-03 refers to Well 4-3 instead of 4-4. as listed in your letter. But we are uncertain which wells are referred to by State Wells 3-2900.01 and 3·2900.02. At one time. we did propose to install a monitoring well in a part of tbas rejected. It is possible. perhaps. that someone such as the drill submitted a permit application in advance. If that is the case. 1 be withdrawn. as that well was never drilled. Because of the conJ les of the well completion reports for both Wells 4-3 and 4-4.

In addition. we have enclosed survey data for all the wells. and Well 2-6 with supporting boring log and well completion di~

We hope that this information will help clarify the confusion b identification systems. I will be available to discuss these well desire. If you have any questions. please feel free to call.

Sincerely yours.

HARDING LAWSON ASSOCIATES

ftul~ Bruce S. Wedgeworth Associate Geologist

LI<I:hlcf

Enclosures

cc: Mr. Jon Fulcuda I U.S. Army. Department of Public Worles

or

so

( o , o R. M. TOWILL CORPORATION

1u1y 16, 1996

Harding Lawson As$ociates 23 5 Pearlridse Center, Phase I 98 .. 1005 MoanaJua lload Aeia. Hawaii 96701

Well ,\hm' ~ tft'tJ 2-" Wl ftt'mit AID.: ~- ,go'2 -01

Attn: Mr. Bruce S. Wedgeworth

Subject: FrnlDLOCAnONOFMW2~ At Wheeler Army Airfield I Oahu, Hawaii

.Northing EastinS Elevation Latitude

MW 2~ 111702.132 484685.053 691.57 j 21~8~7.04·

BMII 689.50 BW2 689.S5 BMI#3 689.46

Coordinates referred to Hawaii State Plane CoordInate System· Zone 3 Elevation Datum = Mean Sea Level ( MSL )

OEW3 MWH

Longitude

lS8°02142.147-

EnSit\eers • Plannertl • Phot(,)grammetri~~ • Survvyors

En .... ironment.l1Sc-r\"\ce!l

(Top df QMrdf'nj

TUlx. )

o o Et,,&vA1/(;H ~ MRNI7&'J(/,v(;, .. "*.~:--.,; AS .;.,"~V'ele-o

tJ}J 71,s /9~ (wI·#' /?:Jr"~e. f },fAJ-k.. ~f 1I~1'f& AJJQ L.AYJ$tI#)

! MW- 4-'2.A ::L 14". 87 f~4,·f - /?J)~k ffllVk ... '" IIi t.r i N'I.! •. '" "'''2- = / ,41. II fet.:/" - ;&/~i< h7#.rJc P1 1-'7 pf ZQ--< II,,· .s-

I +' "'-'T n~r Ubln~ p{ M~-4~A.::: 945· ql ~

· I · !

:MvJ-4-J) ; ~ 684./5" ftJ;/ (Cl$ :,ur,-~d C1"J ~J/~/9i) I· "t" L~-f ~; GUT_ ~ S!1,..~'2" ~

vlir = /,~?; f~f" (IOr"~£ neL4 J'ff I;' &!Et/pn/:J \

· fyI'll _.4'-4 - / 8'14. 88 f~~ I - g,11(~ mvrJ<

N~., "2. .. ""1- - 8t;,~. ]4 liter - ?;Jp~ m~rk ;/l f'P II! '/:Jb.(. · I "f't ,

8"~· 10 f(f.LF- . i UlT -'" I

/ f('£r ~JI'k.. yn#r* pn;'p ~I- ,,,,~ · . Iv1 1(.1 - '].. .. .! ;:;. 8').!J.6/ -

. "t" 'Ur 0" .fur - 81.·7. "},D -, ,

fLt,f· - /?,J/A&K m ;;rk (/1'1 -fo-r pf ~ My./- ~ .. + - BZ'J. 7{) -. "tll (..L{1 / ., ~ . - 8'Z-8. ()f) t£~r

~

/"

fu4 i My.} - 't. ... , - 9V?;· 75 - /31 ~~ ;11 a.r,k II",-hp pf 'ttte. ...

o·~ ..

. . ,

; , i

i a==_== COORDINATE HANAGE~ ~=_a~. ..

Wednesdav January lQ. 1996 12:54 F'N I

t

I Coordll'late File Name: HARDING.CO 1 Hiqh •• t POll'lt #:

": ; .' '.

Job.. I "

,

Dasc:r lotions

------------------------------------------------------~--Point Northina EaSitil10 Elev Deser

t: ---------------------------------------------------------

II' T .MERCATOR - HAWAII :s ZONE, e 21-29-24.680 l!1e-01-39.7~5 ..... I.A1 I ~,/tI1r .

I. ~.p. _ 1 117515.9390 490579.0620 85~_350 MW 1-1 i 21-29-59.344 156-('3-19.250 ..- ~111411ff I Sp..., 2 121()16.1042 461163.9529 ·663.3800 MW 2-2 I 21-30-24.(.55 1~e-04-2e.17e - ~AT /""~~ II Sp-' 3 123512.2200 474675.9900 853.4671 MW 4-1

I 21-30-35.038 158-04-48.642 ~ ... Atl J,.,,,,,f

Sp- 4 124621.3160 472744.1700 947.1000 MW 4-2 21-30-17.949 1~S-04-35.261 __ LJt1 /~N~

t ~p-:; 122896.3800 474006.8800 884.1500

eW 4-

21-29-33.8~e 157-59-22.678 ___ IoAr IIJ"'''' fJ,"'" b 11843c;'.3594 503505.7809 912.4300 W 2-5

0-0('-13.601 CONVERGENCE 0.99999(10 SCALE FACTOR 0.9999464 GRID FACTOR

l

, . .-, -,

BENJAMlN J. CAYETANO OOVERNOO 01' HAW ... II

o

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES


HONOlVlU, HAWNI 96809

APR II l~ Mr. Jon Fukuda U.S. Army DPW, Attn: APVG-GWV, U.S. Army Garrison Schofield Barracks, HI 96857-5000

Dear Mr. Fukuda:

Permit Applications for MW2-1 throug} (Well Nos. 2900-02, 2903-01. 2902-03. 2801-0'

tqol-I~

~~€t.cD Mo.>, )-1 IJE::E..D', ~I fU.~ ApPI.I(,

"~t.-\\"'f \u4C. ~ot- r..,w. ~fV"'p·OA'

MICHAEL O. WlLSON Cl-WRP£RSQN

ROO ERT G. GIRAlD DAVID A. NOBRIGA

LAWI1ENCE H. MilKE RICHARD H. COX

HERDERT M. RICHARDS. ;n.

RAE M. LOUI. PE. 0(P\fTY

~~ J:D.J..

We accepted your after-the-fact well construction/pump installation penna applications on February 27, 1996, and hereby acknowledge that they are complete. You can expect your applications to be processed for action within ninety (90) days from that acceptance date.

. We are returning your check for $175.00 because government agencies are not subject to the payment of any fees (§13-171-12(c) HAR).

Thank;rou for submitting the boring logs and well completion diagrams for Wells MWl-1, MW4-1, an MW4-3. We have reviewed the record for each of the monitor wells shown on your map. Listed below are the items that should be submitted to complete the record for th.e following wells:

1. MWl-l (Well No. 2901-13) a. After-the-fact application for a well construction/pump installation permit. b. Well completion report (Parts I and II, attached)

2. MW4-2 (Well No. 3004-02) a. Well completion report (Parts I and II, attached) b. As-built sectional drawing of the well c. As-built sectional drawing of the pump

3. MW4-2 (Well No. 2900-01) a. As-built sectional drawing of the pump

4. MW4-4 (Well No. 3004-03) a. Well completion report (Parts I and II, attached)

In addition, documentation from a Hawaii-licensed surveyor should be submitted for all of your monitor wells.

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

LN:ss _~Ck~~

Sincerely,

1/

8[NJA~11:, J. CAYETANO GOV[RN()ft or HAWAJI

o o MICHAEL D. WILSON

CHAIRPERSON


LAWRENCE H. MilKE



TO:

FROM:

SUBJECT:

DEPARTMENT OF LAND AND NATURAL RESOURCES


HONOLULU. HAWAII 96809

APR I I 1996

Honorable Lawrence Milke, Director .Department of Health Attention: Dennis Tulang, Wastewater Branch

William Wong, Safe Drinking Water Branch

6B{chael D. Wilson, Chairpers0f:: Commission on Water Resource Management

Mter-the-Fact Applications for ell Construction/Pump Installation Permits MW2-1 through 2-5, MW4-2A, & MW4-4 Wells Well Nos. 29Q(H)2, 2203-01, 2902-03, 2801-02, 2959-01, 3004:05, & 3004-04

RAE M. LOU!. P.E. DEP\1TY

Transmitted for your review and comment are copies of after-the-fact applications for well construction/pump installation permits.

We would appreciate your comments on the captioned applications for any conflicts or inconsistencies with the programs, plans, and objectives specific to your department. Please respond by returning this cover memo fonn by April 29, 1996.

Please find a map, attached, to locate the wells. If you have any questions about these pennit applications, request additional information, or request additional review time, please contact Lenore Nakama at 587-0218.

LN:ss Attachment(s)

RESPONSE: () We have no comments ( ) Comments attached

Contact Person: Phone: -------------------------------------- --------------

Signed: ______________________ Date: _______ _

To:

From:

Date:

Subject:

o

Mr. Charlie Ice Commission on Water Resource Management P. O. Box 621 Honolulu, Hawaii 96809

Bruce S. Wedgeworth Associate Geologist

February 27, 1996

o TRANSMITTAL

Schofield Barracks RJlFS; Schofield Barracks, Oahu, Hawaii

Project Number: 28339 01.01.12

Submitted for your review and approval are seven Applications for Permits and seven Well Completion Reports for monitoring wells MWs 2-1 through 2-5, MW4-2A, and MW4-4 that were installed for the Schofield Barracks Remedial Investigation/Feasibility Study (RJlFS) project. Also enclosed are boring logs and well completion diagrams for Wells MW1-1, MW4-1, and MW4-3, though they were previously permitted. We are conducting this project on behalf on the U.S. Army. Groundwater chemistry data for each of the wells are pending but will be published by the Army in the Final OU 2 RI Report. If requested, this data can be sent to you after release by the Army.

Also enclosed is a check for $175 (for seven well applications at $25 each).

If you have any questions, please contact me.

BSW/MWC/rmf

Enclosures:

0209ARP

Applications for Permit, Wells MW2-1 through MW2-5, MW4-2A, and MW4-4 Well Completion Reports, Wells MW2-1 through MW2-5, MW4-2A, and MW4-4 Monitoring Well Location Map, USGS Quadrangles Tax Map Key Table 1. Water-Level Data Table 2. Location Coordinates of Wells Drilled at Schofield Barracks Boring Logs and Well Completion Diagrams (also includes MWs 4-1,4-3, and 1-1) $175 Check Payment, Harding Lawson Associates

Harding Lawson Associates 235 Pearl ridge Center, Phase 1 Aiea, Hawaii 96701 (1)-808 486 6009

2-1 10/10/95 1126 903.75 632.40 0.01 632.39 27Y:3't

2-2 10/10/95 1029 864.34 593.25 0.05 593.20 27"1:11

2-3 10/10/95 1330 828.81 557.59 0.04 557.55 271~l;

2-4 10/10/95 1314 829.70 558.55 0.09 558.46 2il~4

2-5 10/10/95 1103 912.20 640.41 0.11 640.30

3004-01 I 4-1 10/10/95 0835 853.47 585.73 2.65 583.08

3004-02 4-2 10/10/95 0949 947.11 677.25 1.54 675.71 2il~40

4-2A 10/10/95 1003 946.87 676.24 ---------

0.04 676.20 --Z7lr.67 -

3004-03 4-3 10/10/95 0855 884.15 613.27 0.13 613.14 271.01

4-4 10/10/95 0925 829.88 559.28 0.0 559.28 270.60

0207ARP

117736.41 -". : ... - I

2-2 NA 121016.10 •

2-3 115456.52

2-4 114890.40 !' -

, 2-5 / 118439.36

4-1 3-3004-01 123512.01

4-2 3-3004-02 124621.32 ~ - .-~ 0 '" .... , .",

4-2A f NA 124606.63

4-3 3-3004-03 122896.38 ~- ...

4-4 NA 124474.82

NA = Not assigned yet by the DLNR.

0207ARP

Table 2. Location Coordinates of Wells DrIlled at Schofteld Barracka, lalancl of GIIhu, Hawaii

495036.81 903.75 2376800 602280

481183.95 864.34 2377760 597830

483851.56 828.81 2376100 598640

489648.08 829.70 2375930 600435

503505.78 912.20 2377050 604675

474676.13 - MaA7-~-- 2378530 595840

472744.17 947.11 2378880 595300

472746.61 946.87 2378875 595300

474006.88 884.15 2378340 595660

474375.30 829.88 2378815 595825

21- 29' 26.871 w

21- 29' 59.344- 158- 03'

21- 29' 04.253- 158- 02' 50.9~w

21- 28' 58.657w 158- 01' 49.608-

21- 29' 33.838- 157- 59' 22,878-

21- 30' 24.055- 158- 04' 28.178w

21- 30' 35.038- 158- 04' 48.642

21- 30' 34.892w 158- 04' 48.616w

21- 30' 17.949- 158- 04' 35.261-

21- 30' 33.594w 158- 04' 31.367w

o

855 0.4

.OATUM: MEAN SEA LEVEL

~~~;I Harding Lawson Aaaoclat ••

Engineering and • _ _ _ _ Environmental Services .--_.. -_.-

o

~;~~~-- SAND

(NOT TO SCALE)

Monitoring Well 1-1 Schofield Barracks Island of Oahu, Hawaii

FIG\.flE

: = : --:- - '; -:OR~AW~N~---"":Joe:::-::NUM8~~ER~------::AP=PR~O~VE:!::O-----::FtL~E~----=O~ATE~-------:R~EV1~S~EO~O:":A~TE jcl 28339.09.02.12 r:?~~ .. s~.o 9/95

-------- ----------------

o o

DEPTH CFT) ELEVATION (FT)*

-----v'---_

564

581.99

291

270.79 (10/10/95):? (ELEVATION OF -GROUNDWATER)

...,587 ...,276

593 262

597 258

600 255

669 186

-+-- FINE SAND

-

1" DIA. SCH 80 PVC SOUNDING TUBE

I+N--t---+-- 2.0" DIA. STEEL DISCHARGE PIPE

II+>-I---f--- JACKETED SUBMERSIBLE ELECTRICAL PUMP CABLE

1+--1--- STAINLESS STEEL SAFETY CABLE

-+--+-- TORQUE ARRESTOR

!r' .............

____ CHECK VALVE

___ --- STAINLESS STEEL ELECTRICAL CABLE

... WIRE GUARD

1+---1""--3.75" DIA. GRANDFOS PUMP

f!.li:0l-...---+-- PUMP INTAKE

~--tc---3.75" DIA. FRANKLIN 7.5 HORSEPOWER ELECTRIC MOTOR

--1,--- SILICA SAND FILTER PACK

f) DIA. STAINLESS STEEL WIRE -WRAP SCREEN -

674 181 I----- 10· DIA. HOLE DRILLED WITH AIR ROTARY t-:-..,..-""..,..,....,..................n

687

855

168

o

-DATUM: MEAN SEA LEVEL

~i;.f.~E:i .... ;~"""~·~..,..;:~ .:+-: -- FINE SAND

'::~'~"<"~'.: . .c..:...,..~~ •. :...o~"t--- SAND ~' •• ,~ I.. "'~.,. ~'1 \'"' . .t't' .

(NOT TO SCALE)

Pump Installation Diagram for

~~~~~ Harding Lawson Aeeoclet.e Monitoring Well 1-1 Engineering and

• _ • _ _ Environmental Services Schofield Barracks

FIGURE

. -. - ... : = :: =: .: ~ -:;;::=:: ____ ~::-:::-:~:_----~lsii::la~n~do;i0~f-O.;;;..;;ah~u •• ..:.H~a:::w~a.::.ii __ --:~~--""":::!~~~ DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE

jcl 28339.09.02.12 ~?I18:t44Jl 9/95

(

0 I 1 !I J~ TOP OF CASING ft

II l~ it !i IQ~

0 0

19·INCH·DIA. HOLE 0-5 10 0

DRILLED WITH AUGER (Surface to 20.4 f ... )

5-10 0

12·INCH·DIA. STEEL 10-15 15 0

CONDUCTOR CASING (0 to 200.4 feet)

16-INCH-DIA. HOLE 15-20 27 0

DRILLED WITH DOWNHOLE HAMMER

(20.4 to 200.4 teet) 20-25 11

25-30 20 0

30-35 20

40-45 21

40-45 21 0

45-50 4 0

SO-55 6 0

55·60 5 0

;~~~~ Harding Lawson Associates Engineering and Environmental Services

• RotaryITricone Bit

j wnhole Hammer'

Equip~lII WAlS 2000 20· Bucket Auger

~ " SReed'ta, SS 16

1 II EIt'WlIion 855.35 ft Dolt' 01/26/94

0 RED AND YELLOWISH RED ELASTIC SILT (MHI 1 (2.SYA,4/8) (SYR.5/8). VfIrY .tiff, moilt, (r"idu.I lOi\). (DriHe, u.ed 20·inch die. core bit end barrel.)

2 5 Yellowish brown (5YR,418) below 1 foot. Dark red (1 OR,3/8). yellowieh brown (10R.5/4) and grayieh brown 110R,5/2) below 5feet.

3 10 Dark yellowish brown (10YA.414) and black (1 OYR.2'1) below 10 f ....

4 15 Dark red (2.5YR,3/8) below 15 f ....

(Set 18-inch die. turfeee casing to 19.4 feet. Resume drilling 18·inch dia. with tricone bit.)

5/6 20

25 No .ample cuttings from 25 feet.

7 30

35 No semple cuttings from 35 or 40 'eet.

40

8 45 Encountered rock (boulder) between 47 and 48' ....

9 50 DARK RED ELASTIC SILT IMH) 12.SYR.3/S). very stiff. moist. (residuII.oil).

. 55 No ,.."ple cutting, from 55 feet.

10 60

65 Log of Monitoring Well 1-1 Schofield TEPS 5

(Sheet 1 oj 14) FIGURE


~~~~~ nD~RA~wwwWr-----~J~O~BANUUUMr.~~------~A~AM~~O~VSO~~~~~;~~K~E--------D~A~TE~---ftEv.~~lS£~D~D~A~n~ kar 26129.05.05.12 STEPS 9/94

TOP OF CASING

e 1 ti ft ~ -... .s~

1i ::: II:

~!

60·155 5

155·70 4

70·75 4

75·80 4

80·85 15

85·90 10

90·95 4

95·100 6

100·105 5

105·110 ..

110·115 9

115·12010

120·125 30

JI j fl ~ ~

JI

~J 1 11 0 65

0 11 70

o 12 75

o 13 80

0 14 85

0 . 90

0 . 95

0 15 100

105

o 16 110

o 17 115

o 18 120

o 19 125

130

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

0 AI, RotarylT ricone Bit Downhole Hammerl WATS 2000 20· Bucket Auger

Equipl'MnI SReedsta, SS 1 6

EltYalWn 855.35 ft Dalt 01/26/94

No semple cuttings from 155 f .. t.


No sample cuttings from 90 or 95 feet.

Increasing sand content below 95 feet.

Encountered rock (boulder) between 100 and 101 feet.

Reddish brown (5YR.4!3) below 100 feet.

Increased driRing resistance at 110 feet.

MODERATE BROWN BASAlT (5YR.3'4).low herdness. weak. deeply weathered • Increased driAing resistance at 113 feet • Becoming moderately hard. moderately strong. below 115 feet . Increased driUing resistance at 118 feet .

Brownish gray 5YR.4/1) and medium gray (N4) below 120 feet • Decreased drifting resistance from 121 to 130 feet •

Harding Lawson Associates Log of Monitoring Well 1-1 (Sheet 2 of 14) FIGURE

EngineeMg and Schofield TEPS 5 • _ • _ - Environmental Services Schofield Barracks i : i ::: .:. i Island of Oahu, Hawaii . -- . - . ~~~------------~~~~~------~~~==--~-----:~--------~~------~~~~~ DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE

kar 26129.05.05.12 STEPS 9/94

0 1 It'

TOP OF CASING ft -.at.

l~ l~ &Sl

125·130 &0

130·135 20

135·140 9

140·145 10

145·150 7

150·155 9

155·160 10

160·165 30

165·170 11

170·175 9

175·180 10

180·185 20

185·190 20

11 j II ~ " 1 11 .. ~ 0 20 130

0 21 135

0 22 140

0 23 145

0 24 150

0 25 155

0 26 160

0 27 165

o 28 170

o 29 175

o 30 180

o 31 185

o 32 190

195

· . · . · . . · . · . · . . · .. · . · . . · . · .. · .. · . · ... · . · ... · . .......

· . · .. .. .. .... .. .. .. .. .. .. .. .. .. .. · .. .. .. .. .. .... .. .. .. .. .. .. .... .. .. .. .. .. .. .. .. .... .. .. .. .... .... · .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..

.ir RotarylTricone Bit ownhole Hammerl

WATS 2000 20· Bucket Auger Equip~N S~ •• dstar 5516

Elevation 855.35 ft Dale 01126194

Incr ••• ed drilling r •• i.tanc. at 130 fNt.

Decr ... ed drilling r .. _tanca at 133 fNt.

Light olive gray 15 Y .1511) below 135 f .. t.

Incr ... ed drilling , .. _tance at 137.5 fNt.

Decree.ed drilling , .. _tance at 139.5 fNt. Highly ve.icular below 140 feet.

Derk reddish brown 110R.7/4).low to moderately hard. below 150 feet.

Increesed driAing , .. istance at 159 fNt. Medium dark gray IN3) and dark reddish brown (10R.3/4) below 160 feet. Decree.ed driUing resistance at 161 and 1155 feet •

Moderately hard to hard below 165 feet.

Increased drilling r .. istance at 170 feet.

Decreased driBing r .. istance at 175 feet.

Increased driDing , .. istance from 186 to 187 feet and at 190 feet.

Decreased drilling r .. istance at 193 feet •

RGURE ~III Harding Lawson Associates Log of Monitoring Well 1-1 ~ Engineering end Schofield TEPS 5 : = : == . -= Environmental Services Schofield Barracks

(Sheet 3 of 14)

!:! =i~~ ~~~ ______ ~~~:=~ ______ I_SI~a~n~d~O~f~O~a_h_u~,_H_a_w_a_i~i~~ ______ ~~~ __ ~~~~~ DRAWN JOB NUMBER APPROVED FILE DA TE REVISED DA TE kar 26129.05.05.12 STEPS 9/94

TOP OF CASING ft

10-INCH-DIA. HOLE DRILLED WITH

DOWNHOLE HAMMER (200.4 to 855 feet)

6-INCH-DIA. CARBON STEEL BLANK CASING

CEMENT -BENTONITE INNER SEAL

(Surface to 549 feet)

190-195 18

195-200 35

200-205 10

205-210 8

210-215 6

.. 215-220 5

220-225 5

225-230 6

230-235 11

235-240 9

240-245 11

245-250 7

250-255 17

~

Air RotarylTricone Bit Downhole Hammerl WATS 2000 20· Bucket Auger Speedster SS, 6

~ i: t !"t;5

Equipmen/ (Ground) Eleva/ion 855.35 ft Date 01/26/94

o 33 195~~----------------------~

o 34 200

o 35 205

210

215

o 36 220

225

230

o 37 235

o 38 240

o 39 245

o 40 250

o 41 255

260

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

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

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

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

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

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

(Set 12-inch casing to 200 feet.) (Resume drilling at 200 feet with foam and 10-inch-dia. hammer.)

No sample cuttings at 205 feet or 210 feet.

(Loss of air circulation at 210 feet.) Decreased drilling resistance from 210 to 212 feet.

Decreased drilling resistance from 215 to 21 7 feet.

No sample cuttings and no drilling foam circulation until 245 feet.

Decreased drilling resistance from 233 to 235 feet.

(Drilling foam circulation and cuttings retum very 10w.1

Very dark red (5R.2/6) and dusky red (10R.2/2) below 250 feet .

Increased drilling resistance from 255 to 259 feet •

Harding lawson Associates Log of Monitoring Well 1-1 (Sheet 4 of 14) FIGURE

Engineering and Schofield TEPS 5 : = : = . ': Environmental Services Schofield Barracks

: = 5 =i~l ~~~ ______ ~~~~~ ______ ~ls~la~n~d~o~f~O~a_h~u~I_H_a_w_a_i~i~~ ______ -=~~ __ ~~==~~~ DRAWN JOB NUMBER APPROVED FILE DATE REVISED DATE kar 26129.05.05.12 STEPS 4/95

(

-- ~l ~r RoterylTricone Bit

1 j ownhol. Hammerl

~--

i1 WATS 2000 20· Bucket Auger

TOP OF CASING ft lel, ~ Equipmtlll Sl!eedster SS 18 Jt r~ 1 If !~

:s. Eltvaliol'l 855.35 ft Dolt ~i '1'/28/94

• 255·280 15 0 42 260 A A Medium dark grey IN31, little w .. th_ed, end

A A .. .. little to moderetety v .. iculer, below 280 f .... A .. A .. .. .. A .. .. .. .. ..

260·285 9 0 43 265 .. .. .. .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. A ..

Decr .. aed drilling r ... tance et 281 f .... 270 .. ..

265·270 8 0 44 .. .. .. .. De'" redditlh brown 11 OR,3/41 and medium .. .. .... .. .. de'" grey (N31. moderetety to deeply .... .. .. .. .. w .. thered, end highly v .. iculer. below 270 .. ... .. .. f .... .. ...

270·275 5 0 45 275 .. .. .. .. .. .. .... .. .. .... .. .. .. .. .. .. .. .. .... 280

.... Incr .... d drilling r.sistance from 278 to 279 275·280 5 0 46 .... .. ..

feet.

280·285 6 0 47 285

285·290 6 0 48 290 /

I

290·295 8 0 49 295 Incraased drilling resistenc. et 295 feet.

Decr •• sed drilling resistence et 298 feet.

295·300 9 0 50 300 Increased drilling resistance et 302 feet.

300-305 11 0 51 305

305·310 8 o 52 310

310-315 7 o 53 315 Decreased drilling resistance at 375 feet.

315·320 4 o 54 320

Increased drilling resistance et 322 feet.

325 Harding Lawson Associates Log of Monitoring Well 1-1 Engineering end Schofield TEPS 5

RGURE (Sheel 5 of 14)

• _ • _ _ Environmentel s.nnce. Schofield Barracks

i ~ i ~~1 ~~~ ______ ~~~~;-_______ Is~Ia~n~d~o~f~O~a_h_u~._H __ a_w~a~ii~~ ______ ~~~ __ ~~~~~ DRA WN JOB NUMBER APPROVED FILE DA TE REVISED DA TE kar 26129.05.05.12 STEPS 9/94

TOP OF CASING

0 1 1-

ft 11:1.

!i .f~ ::: c ~!

320·325 11

325·330 9

330·335 8

335·340 9

340·345 17

345·350 10

350·355 14

355·360 15

360·365 12

365·370 11

370·375 11

375·380 11

380·385 11

Harding Lawson Associates Engineering end Environmental Services

~I j !J ~

t' 1 11 ~ ! .;s:lt

0 55 325

0 58 330

0 57 335

0 58 340

0 59 345

o 60 350

o 81 355

o 62 360

o 63 365

o 64 370

o 65 375

o 66 380

o 87 385

390

.. .. .. ..

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

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

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

.. .. ....

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

0 Air RotaryITricone Bit Downhole Hammerl

EquipmLfII WATS 2000 20" Bucket Auger Soeedstar SS, 8

EltVCllwn 855.35 ft Dau 01/26/94

Dirk reddish brown (10R,3(4), .... vesicular, below 320 feet .

Incree.ed drilling resittence It 335 feet.

Dirk grlY (N2), hlrd to very herd, Ilightly to moderately vesicular, with little w .. thering, below 340 feet.

Decreased drining resistance at 355 feet . Moderltlly to highly vesicular below 355 feet •

Medium herd to herd, little to moderltely vesicular, below 370 feet .

Moderately to highly vesicula, below 380 feet •

Deeply weathered below 385 'eet.

Decr .. sed drilling resistance It 388 feet.

Log of Monitoring Well 1-1 SChofield TEPS 5

(Sheet 6 of 14)


~~~~; DRAWN JOB NUMBER APPROVED FILE DATE 5 ~k~a~r ____ ~26~1~2~9~.O~5~.O~5~.1~2~ ______________ ~S~T~E~PS~ ____ ~9~/9~4~ ________ __ REVISED DA TE

0 1 1-

TOP OF CASING ft -.l Ii: l~

!i 315·310 7

390-315 a

315-400 a

400-405 10

405-410 9

410-415 8

415-420 8

420-425 10

425-430 9

430-435 12

435-440 18

•• 0-445 12

445-450 12

ilill Harding lawson Associates Engineering end Environmental Services

i l J f! ~

1 11 .;sj 0 sa 390 A

A A .. .. • A .... ..... ..... ....

0 81 395 .. .. .. .. .. .. .. .... .. .. .... .. .. .. .. ..... 70 400

.. .. 0 .. .. ...... ..... .. .. .. .. .. .. .. .. .. ..... 0 71 405

0 72 410

0 73 415

o 74 420

o 75 425

o 76 430

o 77 435

o 71 440

o 79 445

o 80 450

455

• RotaryfTricone Bit ownhoie Hemmer/

WATS 2000 20· Bucket Auger EqUipIMN SI! •• dstar SS 1 8

E/~ion 855.35 ft Dart 01/26/94

De'" redd*, brown (10R.3/41. medium derlc Drey (N31 end moderete brown fSYR .• /., . little to moderetely w .. thered. b.low 310 f .. t . Incr ... ed drilling re.ietence et 312 feet.

Deer.e.ed drilling r .. ietence et 317 feet.

Fr .. h to little wNthered below 400 feet . Increesed drilling r .. ietence et 401 feet .

Medium d.rk grey fN2) below 405 feet.

IncrNsed drilling resiltence et 408 feet.

Decr .. sed drilling resiltence at 410 feet. Little to moderetely w .. thered below 410 f .. t.

Brownish black 15YR.2/1) end brownish gray (5YR.4"). fresh to little w .. thered. end little to moderately vesicular. below .25 feet.

Grayish black IN2) and dusky brown 15YR.212) below 435 feet. Decreased driAing resistance et .37 feet.

Decr ... ed drilling resistance et •• 9 feet. Dark reddish brown (10Y.3/4). moderetely reddish brown (10R,./6). end blackish red (5R.2/2) below 450 feet.




~~~~~ ~DRA~W.~W~----~~~OB~N~U,~M~BER~--------A~~~R~OV!P~~~----~RlE:--------D~~~Ti~~~--~R~Ev.~lSS~D~D~~~TE kar 26129.05.05.12 STEPS 9/94

TOP OF CASING

e 1 ~ ....

ft .It ~ r~

!~ ~t "50-455 • "55-4&0 11

"&0-'65 9

465-'70 5

470-475 12

475-480 22

480-485 12

485-490 9

490-495 11

495-500 12

500-505 8

505-510 6

510-515 7

Harcflllg lawson Associates Engineering end Environmental Servieel

DRAWN

kar JOB NUMBER

26129.05.05_12

~l J !I ~ 11 1 11 ~~

0 '1 455

o 82 460

o 83 465

o 84 470

o 85 475

o 86 480

o 87 485

o 88 490

o 89 495

o 90 500

o 91 505

o 92 510

o 93 515

520

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

0 Air RotarylT'ricone Bit Downhole Hammer' WATS 2000 20· Bucket Aug.,

Equipmtfll S~eedstar SS 16

EltWJIWn 855.35 It Dart 01/26/94

Decr .. sed drilling r .. ietance at .. 60 end at 465 ' .. t.

Incr .. sed drilling r .. ietence at .. 68 ' .. t.

Brownish black (5YR.2/1). very dark red (5R.2/6) end dark reddish brown (1 OR.3/4). below 470 'eet.


Decreased drilling resistance et 480 f .. t. (Poltible clinker or cinder layer from 480 to 483 feet.) D.rk grey (N3) and dark reddish brown 110R.3/4). non- to elightly vesicular. below 480 feet.



Decreased drilling resistance from 495 to 497 feet.

Decreased drilling retistance at 503 feet_

Dark gray (N2). with trace olivine crystals. below 505 feet.


Log of Monitoring Well 1-' Schofield TEPS 5


Schofield Barracks Island of Oahu. Hawaii

APPROVED FILE STEPS

DATE 9/94

REVISED DA TE

/:

0 11 Q RotaryfTricone Bit

1 J wnhole Hammer/ ,- WATS 2000 20· Buck It Auger

TOP OF CASING ft "t .. I g EquipfMnt S2eed.tar SS, 6

Ii l~ II 1 11 Eltvation 855.35 ft Dale 01/26194 !i _:IE

515·520 7 0 t4 520 A A A A A · . · . · . A A

.. A A A

A A

520·525 8 0 i5 525 A A .. .. A ..

A A ..... A A

A A A •

A A A ..

530 .. A

525·530 8 0 i8 A A A A Moderately to highly v .. iculer below 530 A A A A

A A f .. t. • A A A .. A A

A A A A

A A

530·535 8 0 t7 535 A A · . A A

A A A · .. A A A

• A A A A •

A .. • A A

540 .. A A

535-540 8 0 98 · .. A A A

• A • A A A A •

.. A · .. • A · . .. A

540-545 8 0 99 545 A A

.. A A A

.. A A A

A ..

• A Decreased drilling , .. istence at 547 feet.

BENTONITE PELLETS 545-550 9 0 100 550 Blackish red (5R,2/2). moderate brown

(549 to 559 feet) (5R.414), and olive bleck (5Y,211) below 549 feet. Brownish bleck (5YR.211 I, reddish brown (10R.3/41. dark yellowish brown (1 OR.4/S1.

550-555 10 0 101555 moderately weathered, below 550 f .. t. Incr.ased drilling r .. istence at 556 feet. · . .. .. .. .... .. ..

FINE SAND A A

555·560 8 0 102560 A A

(559 to 564 feet) A A A.

A A A A

A A A .. . A A

A • A A •

A A

COLORADO SILICA ::'; 103565

A • •

560·565 13 0 A A

SAND '6·9 A A Dark gray (N21 end non-vesiculer below 565 A • A A

feet. FILTER PACK ~~; A A

A A

(564 to 674 feetl • A A A · . A • · . 565·570 12 0 104570

A. · . A .. .... A • ... A. · . A A

I A •

A.

570·575 20 105575 A ..

0 · . .. .. A .. A. .. .. .. ..

Decreased drilling r .. istence at 577 feet. A .. .. .. .. .. .... 6·INCH·DIA. STAINLESS

.. . 575·580 10 0 106580

A A A A

STEEL WIRE·WRAP A A Water level measured 3/2/94 at a depth of A A

SCREEN A A

582.08 feet. A .. A A

(569 to 669 feetl A • Decreased drilrng resistance from 582 to 585 .. A

• A feet. A .. A A

585 .. ..


~!III Harding Lawson Associates Log of Monitoring Well 1-1 Engineering end Schofield TEPS 5 : = : = . -= Environmental ~ Schofield Barracks

I _ I = · 'I Island of Oahu, Hawaii . -- . ~ . ~~~------~~~~~------~~~~~~----~~--------~~----~~~~~ DRA WN JOB NUMBER APPROVED FILE DATE REVISED DATE kar 26129.05.05.12 STEPS 9/94

0 1 ~-

TOP OF CASING ft 11(:' ~

-...,

1, ~-; !l

:~ 580·585 14

~ ~ :;: ~ 585·590 5 E~ ~~::.

~~< 590-595 4 '.

.':-' ~ ,,' :.'

;.:"

59S-eoo 21 t .;.

&00-605 37 :c.

V

Ii. ri.: eos-eno 10

~:: 610·615 18

:

, "'~"

:~ 615-620 12

~

:: 620·625 10

,. 625-630 8

~ ~; ~: ~:: ,':

<. 630-835 20

\~1 m { .;.

,'.;

. '. . ~:;

m m 635-640 25 :;; :::: ) ::~

·~t~ :.~ "'/

I;j 640·645 40

I ~~~I~ Harding Lawson Associates Engineering end

Environmental Servicee

11 II ~ " -~

0

0

0

0

0

0

0

0

0

0

0

0

0

0 Air RotarylTricone Bit

I Downhole Hammerl WATS 2000 20· Bucket Auger

~ EqUip~N SReed'tar SS 18

1 11 lItva/ion 855.35 ft Dalt 01/26/94

107 585 . Mod.ately to highly v"iculer below 585 .... .. .... f .. t. .... .... · . .. .. ...... ....

108590 .. .. " .... ~ . . : .. :. .. "oA ..... :. ..... ~ ..

109595 ...... : ..

Blackiah red C5R.2/2). moderate reddish .: .. : .. .. "0" brown C1 OR.4/8) • ... d dark reddiah brown ..... ~.

C1 OR.3/4). below SIS feet. ..... ~ .. 110600

. : .. :. .. .. " oecreesed drilling r"istance from 800 to 601 .... ......... .. .. f .. t . . : .. :. CPossible clinker or cinder leyer at 800 feet.) .. .. ... .. ... 111605

.. .. ... .... ......... · ..... .. " .... 0" .. : .. :. .. .. ... .. .. 112610

....... .... (Borehole collepsing below 610 feet.) .. "0· ..... ~ . ...... ~ . . : .. : . .........

113615 ......... ...... ..... ~ . ...... ~. .: .. :. ....... 114620

.. .. ........ · .... .:.:. .. . ... .. .. ......... · .. 115625

.. ... ...... . : .. :. · ... ... ...... ~ . ...... ~ . 116630

.. : .. :. · .. ... .: .. :. ....... (Driller notes rock is more sortd et 632 feet.) ...... ~. ...... ~ .. 117635

...... ~. .: .. :. ..... _ .. ...... : .. ...... ~ .. ...... ~ .. 118640 .. : .. : ..

Dark gray (N2). blackish red (5R.2/2). and ..... ~ .. ........ grayish red (10R.4/2). slightly to moderately ...... : .. vesicular. below 640 feet. ..... : ..

119645 ..... ~ .. ..... ~ .. ...... ~ .. ..... : .. ..... ~ .. ...... ~ ..

650 .. : .. : ..

log of Monitoring Well 1-1 Schofield TEPS 5

(Sheet 10 of 14) FlGVRE

Schofield Barracks

~~~~~ DRAWN JOB NUMBER APPROVED FILE DA TE 5 ~k~ar~ __ ~2~61~2~9~.O~5~.O~5~.~'2~ ______________ ~S~T~EP~S~ ____ ~91~9~4 __________ _

Island of Oahu, Hawaii REVISED DA TE

TOP OF CASING ft

145·150 15

850·855 48

855-880 30

, 860-665 10 <.

f

665-670 12

o 121655

o 122660

o 123665

o 124670

'Ir Rotary/Downhole Hemmer Gerdner Denver 4O·TI

Equipl'MnI Speedste, SS16

E/~WJlion 855.35 ft Dale 01126194

Moderately to highly v .. icular below 855 f .. t.

Dark raddish brown (10R,3/4) and dark grey IN21, moderately to deeply w .. thered, below eea f .. t. Oecr ... ad drilling r .. i.tance at e82 feet.

Fresh to little weathered, non- to moderately vesicular, below 670 'eet.

FINE SAND 670-675 60 o 125675 Dark gray (N2) and dark reddilh brown (10R,3/4) below 675 feet.

675-680 40 o 126680

680-685 18 o 127685

BACK FlU SAND

685-690 15 o 128690

690-695 18 o 129695·

695-700 32 o 130700

700-705 20 o 131705

705·710 20 o 132710

715

Decreased drilling resistance below 681 feet.

Dark reddish brown 11 OR,3/4), moderate to deep weathering, highly vesicular below 8SS feet.

Olive gray (5Y,4/1) and dark reddish brown 110R,3/4) below 690 feet.

Olive black (5Y,211) and blackish red (5R,212), with some celcite crystals, below 705 feet. Decreased drilling resistance at 706 feet. Possible clinker layer at 707 feet. Increased drilling resistance from 708 to 710 feet. Dark reddish brown (10R,3/4), brownish black (5YR,2/1), end grayish red (5R.4/2) below 710 foet.

Harding Lawson Associates Log of Monitoring Well 1-1 Engineering and Schofield TEPS 5

(Sheer 11 of 14) FIGURE

• _ • _ _ Environmental Services Schofield Barracks i : i = ~ i Island of Oahu. Hawaii . -- . _. ~~~ .......... ~~~~~~ .......... ~~~~~~~.~~~~ ..... --.......... ~~~ ..... ~~~~~

DRAWN JOB NUMBER APPROVED FILE DA TE REVISED DA TE kar 26129.05.05.12 STEPS 9/94

0 II 0 Air RotarylDownhoie Hammer

I It J Gardner Denver 40-T I TOP OF CASING ft It~ fl ~"

EqUipTMnI Sl!eedstar SS 16

1 -..... 1 ~ .5' 11 ::: If ~ ! Eltvarion 855.35 ft DaJt 01/26/94 ;S! IQ~

710·715 90 0 133 715 .. .. Decr ... ed drilling r .. ittanc •• and pOllible ) .... ~. )< . :.:. clinker laV.r at 71 2 tNt . )< .. .. .. Incr •••• d drilling r.,i,tanc •• t 713 t .. t . )( ........ ..

Browni.h bl.ck 15YR.2(1) end mod.rlt. )<

.. .. 715·720 80 0 134720

.. .. .. brown 15YR.3/4). non' to moderat.ly )( .... ~ ..

)( .:.:. v .. icular. b.low 710 t .. t. )( .... .. Meter.1 filling over hemm.r et 717 teet . )( ....... )( ........ Oliv. black 15Y.2111. very hard. freeh. below

720·725 90 0 135725 ..... ~. 715 t .. t. ...... ~. Decr .. sed drilling , .. ittanc. from 728 to 721 .... ~.

teet. Dark reddith brown 11 OR.3/4) end oliv • ... ~. .... ~ . black 15Y.211). mod".tefy hard to he,d. fr..n ~ ... ~. to moderate w .. thering. below 720 t .. t • ~ 725·730 41 0 136730 ...... ~ .... ~. >'><

... ~. )( .:.:.

>< ......... >< 45 0 137 735

........ >< 730·735 ...... Brownish black 15YR.2/1 I end dark reddish ><

.. .. ...... brown 11 OR.3/41. moderetely to highly >< .. .. ..

~ .. .

vesicular. below 735 f .. t . '>'y ........ »« 735·740 30 0 138 740

.... ~. X< .... ~ .. X< .... ~ .. )(

...... Decr .. sed drilling , .. istlnce at 742 teet . .........

>< ...... ~. Incr .. sed drilling ,esi,tance at 743 feet. ): ):

>< 740·745 55 0 139745 .:.:. Mode"te reddish brown 110R.4/61. d.rk >< ~

. .. .. reddish brown 11 OR.3/4). end olive black

>< ........

>< >'>< .:.:. C5Y.2I1,. moderate to highly vesicular. >< Xx ...... moderate to deep w .. thering. below 745 X Xx .:.:. X Xx 745·750 110 0 140750 ..... feet.

>< ~ ..... ~ .. Very hard drilling below 747 feet . >< ~ ...... Olive bleck 15Y.2111 •• Iightly to moderately >< ~ ......

vesicular. below 750 feet • >< >'>< .... ~ .. X Xx .... ~. Increased drilling resistence et 750 feet. ): Xx 750·755 41 0 141755 .... ~. Olive black 15Y.211) with dark reddish brown >< ~ .... ~ ..

(10R.3/4) below 750 'eet. X »< .... ~ .. )< »< ..... ~ .. Decr .. sed drilling resistence at 753 feet .

)< .... ~ .. No sample cutting. end no drilling foem ) 755·760 12 760

A·.·. circulation below 756 'eet. :> .: .. :. :> .. .. .

.A~"111 ) ..... ~. Increa.ed driRing ,esistence at 762 feet . :> :> ....... :. Fo.m circuletion retums at 763 feet.

142765 ..... ~.

~ 760·765 35 0 .... ~. No foem retum et 765 feet. ) ...... ~. :> > .... :. >-

....... Decr .. sed drilling resistance at 768 feet . ........

) 765·770 23 0 143770 .: .. :. Foam circulation retums at 769.5 feet.

) )

.. .. Grayish blaclt IN2) below 770 feet. ...... ~ .. ) ..... ~ .. Medium dark gray (N31 below 770 feet.

I> ) ... ~ .. Incr .. sed drilling resistance et 772 feet . I> ): ...... ~. I)< )< 770·775 51 0 144775 .: .. :. I> ...... ~ . .. .. ~ .. ..... : . ........

)( 780

. : .. :. Harding Lawson Associates Log of Monitoring Well 1-1 (Sheet 12 of 14) FIGURE

Engineemg end Schofield TEPS 5 Environmental Servicea Schofield Barracks

Island of Oahu, Hawaii DRAWN JOB NUMBER APPROVED FILE DATE REVISED DA TE kar 26129.05.05.12 STEPS 9/94

TOP Of CASING

e 1 .it ft ~

....... !~

·s ...... ~1

~ y 77S·780 38 Y-)c

780·785 139

>-)c

~ 785·790 19 ~ ~ >tx ~ ~

790·795 20 )(

> > Doc )c )c 795·800 25 )c

><

800-805 45

t>c 805·810 78

> [)c )c )< )( 810·815 88 >< >< )c

>c ~ ~ 815·820 160 >< )< )<

t>c > 820·825 35 > )c

i>c i>c )c

825·830 27 I>c )< :>< )c )c

>< >< 830-835 50 ><

>< i>c 835-840 29 )c~ )<9 >cy. ~y. ~y.

Harding lawson Associates Engineering ~d Environmental Services

II {I ~ ! .~

0

0

0

0

0

0

0

0

0

0

0

0

0

ca RotarylOownhoi. Hammer

j Gerdne, Denver 40· T I

~" Equipm~fII SReedstar 5516

~

! 11 E/~varion 855.35 ft DoJ~ 01/26/94

145 780 (-.-. .... . :.:41 ...... . :.:.

Deer ... ed drilling r .. itt~ce .t 784 , .. t . 146785

...... ,. · ... a-.. :. Dirk reddish brown 11 OR.3/4' ~d d.rk grey ,. ... :. .... ~ . IN2, below 785 'eet. ... ~. Incr ... ed drilling r .. itt~c. It 718 feet .

147790 . :' .. ~. .:.: .. Deer ... ed drilling r .. itt~Cllt 790, .. t. · .... Olivl bleck CSY.2111 bllow 710 'eet. .:.: .. ...... 148795

.... ~. .... ~. .:.:. ...... .:.:. .. .. . ... 149800

· ... Increased drilling r .. i.t~ce .t 799 'eet. .:.:. · ... Non· to .Iightly v .. icular below 800 , .. t. .:.:. .. A .. .. . .. .. ..

A •

150805 · ... ..... : .. . :.: . ...... .. .. ," .... ~ .

151810 .. : .. :. .... A .: .. :. . · . . .... ~ . • • .. ~Ifl

152815 .: .. :. ...... .: .. : .. .. .. .. .... ~ .. 153820

..... ~ .. Olivl bleck (5Y.211) ~d grayish red 15R.4/21 .:.:. · .... below 820 'eet. .: .. :. Decreased drilling resistencI.t 821 feet. · .. .. .: .. :. Dirk reddish brown 11 OR.3/4' with olive

154825 .... ~. black (5Y.211). low to moderet. hardn .... ..... ~. ........ highly vesiculer. possible cinder ley.,. below

.. "-" 825 'eet . ..... ~. Increased drifting resitt~celt .25 feet. .: .. :. 15S830 .. "-"

Olive bIeck (SY.2I1) below 825 feet. ..... ~. Decr ... ed drilling r .. ist~ce at 82. feet. .. :.:. Increased drilling r .. ist~celt 82'.5 feet. · "-" .... :. -: .. :-

156835 · .. .. .. .. Decreased drilling resistance It 835 flet . ........ .. .. .. . : .. : . .. ... " .. : .. :. 157840 ...... .. · .... ...... ~. .: .. :. .. .. . Increased drilling resistance at 843.5 feet.

845 .:.:.




1~~~~ DRAWN JOB NUMBER APPROVED FILE DATE 5 _k~a_r ____ ~2~6~1~2_9._0_5._0_5_.1~2 ________________ ~S~T=EP~S~ ____ ~9~/9~4 ________ ___ REVISED DA 1£

TOP OF CASING

0 1 ~-;:-

ft Ie" ... -..~

Ii I:~

~1 >< ><

840-845 70 >< )<

>< >s< >s< 145-850 56 >s< ;X ';<;X x><>< x><>< ~~ 150-855 44

Harding lawson Associates Engineering end Environment.1 Servitea

DRAWN kar

JOB NUMBER 26129.05.05.12

~l ~I i! ~ " .. ::I

0

0

0

0 Air Rotary/Downhoie Hammer Gardne, Denver 40-T 1 J -. Equipmtnl Speedster S516

~ "

1 11 Eltvalion 855.35 It Dale 01/26/94

158 845 IA ..

A• (Driller .av. rubble zone encountered at 845 .... ~. · . . feet.) . .

Incre.,.d drilling r .. i.tenee b.low 845 'eet. · .. A.-· ._. Decr .... d drilling re.i.tance at 848 I.et . 159850

...... ~ .. ... ~. ..... ~. Very du.kV red (1 OR.212). moderate brown .:.:. · . . (5YR.3/4). end blackieh red (SR.211). with . . rounded gravel. end cobbl ... below 850 , .... ........ Hs0855 .

Total depth • 855 feet. Weter table wa. me .. ured et 582.08 'eet below top of ea.ing. 3/94.

860

865

870

875

880

885

890

895

900

905

910




APPROVED FILE STEPS

DATE 9/94

REVISED DA TE

--,ai- · construdion, the permittee shall stop work and contad the departmenfs historic...

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