i ~~g:s~~~~ .l'. - university of hawaiibala pipel~e t~4napo~iaa potable w.te~ to south kobala...
TRANSCRIPT
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2~FRESH WELLS 1000 GPM EACH
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~FUTURE ~.. ELECTR I CAL POWER
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JAN 31 'DO 12:33 FROM:TNWRE +aOB-538-TT57 T-766 P.OI/OS F-350 o I" " . At ' I!
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Tom Nance Water u. ....... Resource Engineerin8
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. ' ~AfI 31 'DO 12:33 FROIA:TNWRE +808-538-7757 T-7SS P.OZ/09 F-350 • ~ • '11 0 V. t.. 1 ~~ j 1 U: 111JI '0 "U! 111 UIUIlJ ~44 -IIJ!f!f .Q JlO. i!4U', Y. 'UY
MEHOllANDUK OF tnfDEaSTAHDIHG BETWEU MAUNA leU PllOfnT~E5. INC.. HAUNA LANJ: llESOB."l, ~.c .•
BAN SAY HAWAII, INC. AND WAnOLOA LAND COHPAlIY ON COOPERATIVE REGIONAL WATEa D~PH!IT
Mission Statement
To work jointly and cooperatively in developing an4 implementing a resional water plan which b.at serves the collective water needa of the parties and others within the
- _ .. - - . -- -- - . uure,ion- 1na manner-- a~~ep~abl .. --to--relevant-- govermaental- - --------------authol'1tles.
(]bject:iye,s
The parties to this Hemo~andWD of Uod*r.tandina (collectively referred to as "South teobala Wa.ter Study Group" or "Group") acknowledae and agree that it i. in t:heir lons-te~ best inter.lts to aChieve the Mission S8~ forth abD~. in the fo11~ .ann.~;
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aea~ a&~e.eAt DP • ~e.ion&l plan for the developlUmt o.f lource_ and distribution a,.ateu fo~ potable, non-potable wate~ and effluent reuse;
For. and eatabliah. &a equity participaDta. a pzoi. .... te. ~6ioQb.l ,..at~1:' ccraap&1l7 or ou..paqie. for the development. production, distribution &ad a.l. of pot.ble, non·potabl. and .fflQ~t reuse reSOUTceS servin! the part i.. &Qd others within ~he regtoUi
leach bilateral and ~ltilat8ral .. r .... nt. achi.8viDI the atased implementatiOA of the r.lion.l water plan;
Publicly SUPPQ~ and COD8id.~ tha coam1taent to the coadition.l. partial fuuding of the County ot Hawaii Depar~ent of Water·Supp17'. (DW&) devalopment of its plannad Worth ~ohala Pipeline;
Develop a Water Commitment: Policy. which 1. incorporated harein by reference. containing luideliDes and requirements for .ach Group Mamber aecurina a sufficient lupply of wat~ for actual use in accordance with • realistic timetable:
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Coordinate the activit1e. of tha Watgr Study Group with all relevant State of Hawait authorities, including but not limite4 to its Wate~ Comalssion, in a manner whicb promotes and pr.serves the Group's ability to deal with regional wate~ iSlues OD a collective basi.;
Communicate. where appropriate. with other interested partie. within the resion;
- - --. -- - -- -- -- .. -. -. - .. - -.... -..... --lit" --- E"riter--
, ',~AN 31 '00 12:33 FROM:TNWRE 0 ' +8D,8-5_38 .. -"TT~, • IIOY. t.. l~~J . lU: lJAJI " VII 111 ,lOUD} 044-0J~~., l,.."J
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Direct and approve the activities of all consultants reca1ned by the Water Study Group rel.tina to its stated Mission and Objective ••
All daci.ion8 nf the Grcup ahall be by the aaJor1c, of Che member. of the Executive Committee except fo," "key decisions" which requ1re unani.nul approval. ~e1 deciaion include approval of the annual operatina budset and individual memberl obl1aation to fund
-- ,,' operationaor make- ·contr:1butionl-to-ehe-- -- ---,------_. development of planned projetl. expenditures which are outRide of the appravea budget in exce5S of $S.OOO in any single cal. or $25.000 in the &agregate and the adcU.tiorl of 'any new" member to the Executive Committee.
Dispute Resolution
It :La ac!tnowl.daed that froa time to tiJlla, disputes and di.aare.~nts •• 7 arise between the parties to this Memorandum of Undaratandiac resardlns ra&iona1 water issues and that it 1_ in their lon.-te~ collectivo ba.t interests that IUCb disputes be resolved without resort to aovernmantal o~ Judicial involv..ant.
The parties asr.. that they shall use their individual and'co~lect-!v. b.at effort. to reaolv. any and all out_taudina. issues ~oveJ'.d by this Ma.o~P'l1... 'rha partiel further aaree that in the event DeaotlatloDS fail to ~ •• ult ~ &ccept~ble aarea.ent or r •• olut~aD, they .ay voluntarily submit out.tanding issue(l) to bindina O~ nonbindiQ8 a.bitration pursuant to t.~ aBreed to by the parti.e ••
Korth Kobal. liEeline
rba partie. aar.. to support the concept of a North ~bala pipel~e t~4napo~iaa potable w.te~ to South Kobala being purlued b7 the Depart.ent of Water Supply. Count7 of He.waU ...
In the event that the parties are reasonably satiafied that the North Kohala pipeline will ba bu11t, but no later than the ata,l"t Q£ cQnatPlcti.on. individual signatories to thi5 aarcement shall co~it, DU a fair and &~~it&ble b4Sis, tv tha partial funding of said pipeline under acceptable terms and conditions to be negotiated.
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Termination/Withdrawal
+808-538-TT57 ~ .\wI
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A .ajority of the members of the Group ma~ te~1nat. the Croup and Joint obligations contained in this Memorandua of Under!ltanli1q. Individual Croup members .. ,. withdraw f~om the South KQhala W.te~ Study G~oup upon written notice to other membera; provided, that members shall rema1n liable tor the1r or lta pro-rata share of coses of operationl per the approved budget or aaendaant. thereto, incurr.d during their .ember.hip or prior to Withdrawal, as the case .. ,. be.
(jJ.a... This M.aora~,. of Underst=anciina is entered into this ,"!A day of ~ ,199fJ-, MAUllA EEA. PI.OPEllTIES. lIfC.
•' . By
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tW.J'N.4 UNl llESOI.T. 'INc.
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H.ANSAY HAWAII J IllC.
B;IJJ::&~J WAIKOLOA LAND cmtPAIIY
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DRAFT Water Cnmmitmeat PolkA. and Pmc:edUreI
allM So.th JCahDIa W ... r Users' Group
RCYiscd: (febl'UI1'14, 1"3) March 9. 1993
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The South }(ghat. WAter U:lCI"& Group ('Group',) l"'~eG the n~ to develQP a coherent set of policies and pIocedutes for the development of gtoundwater to ensure maximum beneficial use of this Umited resource, avoid (oNJic:ts among users, omd facilitate the mnely development of water tied to actual use. The parties to this doc:wnent agree to abide by the policies and procedures it contains and encourage the State Commission on Water Resource Managen\ent (,'Commission1 to evaluate all drilling and pump installation permits received fronl other willer users in the basitl by the same aiteria.
POueIES
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Th@ smUll recOini~es that aD parties need assuranc:e of l4e availability of . waterfor their developments· The Iroup furdm:..recO£Dizes that such
ilssur;mm san occur only if. WalrHd to bX pJl pstief. . ~bI'*
All drilling, well modification, and punlp installation permits will be fomnd"ted to conform to the intent oE the then a&rrent version of the Group1s approved South Kohala Water [Master] ReSQUIC~ P1an..
All drilling. we11modifiQtio,,* and pump installation Permits will be submitted to the Group for its approval prior to submittal to the Commissiol\- The Group's approval shan be based on the appUcanrs conformance with tllese }>Olides, and the procedures listed below. The Group's approval shall not be unreasonably withheld if such conf011l'\iU\ce is demollStrated.
To mininlize excessive usc of groundwater, all eifl",cnt from sewage neatnlent plants shall be reused for ilngation unless it can be ,ondusively demonstrated to be physically and I or economically imprac=ncal for the dwaloper of the il'risation supply 01' the ultimate user of the water.
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4. Alll\fw landscaping, including golf COU1'Se turfgrass, will be designed and implemented to n,hUnuzt irrigation use, EHotts towaro this md shall include choosing appropriate plant materials, use of proper soil typfi and thiemes5, and avoiding excessive tudgrass areas. Any new 18 -hole golf COUl'Se shall not use more tban 0.75 MGD on year-round average nor more than 1.00 MCD over any 5e\I'en-day period.
S. Alll\ew hoteL residential, commercial, and industrial development shall be designed to mhUmize water use and shall include appropriate water saving devi~.
6. --- WPin, penn its should be sumrtedif consistentwith.tbe-WateJ.;-- -- ----.----.Resource Plan as they provide mucb needed information about this r@lion1s amPler. • . ~.
7. [Drilling and] PUU1P installation perD\its shall not be sought more than two yean in advance of actual need [to avoid creating false shortages of supply and inappropriate po&itioning for the resource, potentially denying othel'S their lair and equitable use].
8. MembeJ's of the Croup agree to devise water use standards for consumption of potable and irrigation water use in order to implement theAe polities.
9_ It is if cognized tb.·. t agreenlents betweell~~.()(~~~~plt'ties_may be y ~ ~ necessary to faCUitate respective wa~~developmentrSuch agreements .~~I shall be consistent with these poUcies U\d procedures.] ~
PROCEDURES
1. AD applications for drilling, well modification, and pump installation pemlitsl including extensions of these pernuts, will be submitted for review and approval by the Group to ensure contonnance with the Intent of the Group's policies and [ulaster] water resource plan prior to submittal to the Commissioll.
2- . To initiate the Gl'OUp'S review, application will be submitted with the follOwing SUPP01-ting inlormation:
I. Quantity [and timing] of potable and I or non-potable liupply • requireult!nt51 includill! the basis for these projections (unit co-qnts, acreage, et,_). .
• • . JAN 31 'DO 12:35 FROM:TNIRE +808-538-7757 T-7SS P.08l09 F-350 . ~ ";u y. t.. 1 ;)~J lU. l'ln. O·'Vft III \UUU/ J'I'I UJ::!::! ~ UU. uu,
3.
b.
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a. If c;ontonnance with these policies and procedures is demoPStrated [and the tiUling of the application is appropriate,] the Group's approval shall not be unreasonably withbeld.
b. If the application talls [0 B\eet the standard5 tor acceptability set out herein, no submittal of tbe application to the Comnlission shaD be ,nade until fevisions satisfactory to the Group are made.
[c. The Croup's approval for a p~mp installation permit shall be given only after tentative subdivision appl'Oval tor the project to be seIVtd has been given.)
(d. U a proven water ~ource is a cOlldition of County zoning or \lSe permit ilpprovals, the Group's approval 01 a well construction pemllt shall be given only if evidence oi the .eN.) water U5e
within two yean; is provided-1
• , JAN 31 '00 12:35 FROM:TNWRE • ' ~ ';.~. .• ...... "" w" • v •• " ..... ,.
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Then WalQr CommItment Policies and Procedures are entered into this day N • .1 1993.
By: _. ____ ---~--It.
Br-~.------------____ -----It.
Mauna Lam ittsort, Inc- WaikolCti t.and Compillny Br- ____________________ _
By Its
DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII 25 AUPUNI STREET. HILO. HAWAII 96720
February 22, 1983
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~ rv .. . Mr. Robert Chuck Division of Water and
Land Development
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P. O. Box 373 Honolulu, HI 96809
LALAMILO DEEP WELL PROJECT JOB NO. 48-HW-21
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It has been brought to my attention that Lalamilo Deep Well -"B" of the above subject project has shown a drop in its capacity estimated between 5% and 6% for this 1000-gpm pump. Recently while cleaning the interior of the 100,OOO-gallon head tank, debris, in fairly large amounts, estimated at roughly three full buckets were removed. These debris appear to be abrasive solid particles being pumped out of the well. Enclosed are samples found-in the above tank.
While this project has completed its mandatory one-year warranty period, we would appreciate any assistance in this matter since it appears to have similar problems as Lalamilo Well "C."
If you have any questions, feel free to call on Mr. Kenneth Ikemori of my staff at 961-3723.
, , 0 L l/d~4 H. William Sewake Manager
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Enc.
cc - Mr. Raymond Nakamoto Mr. Kazumi Okamura Mr. Gary Kawasaka
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DEPARTMENT OF WATER SUPPLY • ·COUNTYOFHAWAII 25 AUPUNI STREET. HILO. HAWAII 96720
February 4, 1983
Mr. Robert T. Chuck, Manager-Chief Engineer Department of land and Natural Resources Division of Water and land Development P.O. Box 373 Honolulu, HI 96809
JOB NO. 48-HW-21 lAlAMIlO WATER SYSTEM
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We established the mean sea level elevations on the aluminum bench mark plates that are installed on the pump concrete pad at Wells "A," "B" and "C." The elevations are based on the survey data prepared by Island Survey, Inc.
The elevations are:
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Well "A" - 1,173.76 feet Well "B" - 1,087.92 feet Well "C" - 1,087.09 feet
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LAlAMILO WELL SITES
WELL "A"
1. TBM 111 (nail) = 1178.27, (Existing TBM) Located north of gate crossing Puako-Waimea trail on the westerly side of stone\"all.
2. TBM1t2 (t"pipe) ~ 117'1.9Y (Exi!;iting TBM)
3. TBM Square cut in the southwest corner of concrete pad = 1172.71
1. TBM at Well "B" = 1088.76 (Existing TR"1) Nail in boulder. Located approximately 167 0 150 feet from Well "B".
2. Cross cut in concrete pad = 1087.74
1. Cross cut on pipe stAnd ~ 1091.0h
1+. ~"pipe at fence line::: 1091. 81
WELL "c"
L TBM nail = 1094.26. Located west of Well site on small Knoll along the west side of road.
2. Cross cut in concrete pad = 1086,55
3. Cross cut on pipe stand", 1090.2 ')
ELEVATION CLOSURE
1. TBM 111 (1178.27) to TBiI1 at Well "B" (1088.76) = 0.001
2. TBM at Well "B" (1088.76) to t" pipe at fence and back to TIW at Well "B" = 0.001
3. TBM at Well "B" (1088.76) to TBM 112 (1175.99)
ISLAND SURVEY, INC. SURVt: :ORS
0.002
P. a BOX 337
HllO, HAWAII 96720
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Weather - Calm and dr.y
Ins t rument: a. Self leveUn~ ZeiSf; Ni. 2 h. LOVAR non-extension rod with rod level
Method of Survey Ihree Wire Method (llw mean of three readings used in calculation)
January 20, 198] P.O. Box 337 Hilo, Hawaii
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lSLAND SURVEY, INC.
Nohuchika Santo Surveyor
ISLAND SURVEY, INC. P. O. BOX 337 HILO, HAWAII 96720 SURVEYORS
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IALAMII ,() WELL S lTES
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TFIN t1 I( eoru:.. 17:;):/ ) TraM ~ t.'! (4 p;~) 1178·2.1 - III'=;.~~ -~~-
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111 C:.11
WELL SITE "A" 117 i. 10 t:;.A!..
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WEll SITE "B"
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ISLAND SURVEY, INC. SURVEYORS
P. O. BOX 337 HllO, HAWAII 96720
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e TO: __________________________ __
FROM: Dan L urn
Div. of Water & Land Development Dept. of Land & Natural Resources P.O. Box 373, Honolulu, HI 96809 Phone: 548-7643
ROUTE SLIP I IGN & CONSTRUCTION BRANCh
Divisi~ of Water and Land DeveloP1nent
FROM ___________ DATE _____________ FILE IN ______________ _
FUJII
G. MORIMOTO ------~H. MORIMATSU
----- G. MIYASHIRO C. INATSUKA
7·1-~-/ pt"'t/" H. F. CHANG
L. YOSHIOKA _____ --------G. MIYAMOTO
Y. SHIROMA --------J. KASAMOTO -----
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,... ---- ----=--
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T. CHUCK YOSHIMOTO TAGOMORI S
PLEASE:
See Me --Take Action ---Review & Comment ---Investigate & Report ---Draft Reply ---Acknowledge Receipt ---Type Draft --Type Final --Xerox ---Mail
FOR YOUR:
Approval --Signature ===Information ,J7. ----~,,...
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United States Department of the Interioi<:'.D GEOLOGICAL SURVEY 11 tlR{ ~O
P. O. Box 50166 Honolulu, Hawaii 96850
Mr. Robert T. Chuck Manager-Chief Engineer Di~ of Water & Land Development P. O. Box 373 Honolulu, Hawaii 96809
Dear Bob:
,,\'\6 ." J. '2.0
July 14, 1980
Enclosed are the analytical results of your water sample from Lalamilo B, 5946-02. The data has been stored in our national computer center in Reston, Virginia. If you have any questions, please feel free to call us.
Enclosure
<:. c ~ l~ ~ {)INS
Sincerely,
(l d e~~L. Jones
District Chief
ONE HUNDRED YEARS OF EARTH SCIENCE IN THE PUBliC SERVICE
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_ 1 1\ ,A /1 f \.J' PROCESSING DATE: 80/07105
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STIl TI ON NUI'IBER: 195912150;1l6420 1 LOCAL I DE NTIF IE R f/ 8- 591l6- 02 STA TE. taL A I'IIl WATER YEAR - HRO
(" TYPE OF STATION: WELL LATITUDE-LONGITUDE: 195912 155~642.01 STATE: 15 CI)UNTY: 001 DISTRICT: 15 " \
SOL IDS. (I CHlO- SU'" OF SOLI OS, FlUO- HARO- "'A6NE- HANGA- POTAS- I
CAlCIUI'I RIDE, CONSrI- OIS- RIDE, NESS, HARO- SlUM, NESE, SIUI'I. OIS- OIS- TUENTS, SOLVED OIS- NONCAR- NESS OIS- OIS- 01S-
0 SOL VEO SOLVED OIS- ( TONS SOLVED BONA TE ( I'IG/L SOL VEO SOLVED SOLVED I ,
.\,. TYPE TlI'IE ( I'IG/L (I'IG/L SOLVED PER (I'IG/L (I'IG IL AS ( I'IG/l CUG/l ( HG/l
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DATE SI021 AS NAI PERCENT AS SOil' (OEG CI CAC031 NUI'IBER' NUI'I8ER' AS FE) AS NI
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r< WA;ER RESOURCE~CONTROL BRANCH
Date: f/I:~ /d,:) File in: , , -------::-----To IQitial
~Manabu Tagomori
/~ --r.-r-rert Ching
~DanielLum George Matsumoto --
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Nobu Kaneshiro Tom Nakama Paul Matsuo Edwin Sakoda Mitchel Ohye
Doris Hamada . ___ Alyce Konishi
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Please
For
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From: Q/ Date: File in: _________ _
T~ Manabu Tagomori
___ Albert Ching
Daniel Lum
-- George Matsumoto
Nobu Kaneshiro ----Tom Nakama
_ r: Paul Matsuo
~ ~ Edwin sakOda~ ,In", X J1/J Mitchel Ohye </~ Doris Hamada --
___ Alyce Konishi
Please
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bert Chuck Takeo Fujii
Jane Sakai ___ Bill Koyanagi Richard Jinnai
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February 19, 1980
:Mr. Ben Jones District Chief, Water
Resources Division u.S. Geo1oqical Survey P.O. Box 50166 Honolulu,' Hawaii 96850
Dear Mr. Jones:
La1amilo Well "Bit
Transmitted herewith for your information is a graph showinq the results of the pumpinq test No. 1 conducted on December 17-19, 1979.
Because of the high draw down, we have deepened the well and will conduct a second pumping test soon.
Enc.
DL:ey
Very truly yours, "Jf
.. "" /
"",,'!Or- '""",' '7-,
ROBERT T. CHUCK Manager-Chief Engineer
Manager Dept. of Water Supply County of Hawaii P.O. Box 1820 Hi10, Hawaii 96720
Dear Sir:
February 19, 1930
Lalamilo ~7ell UB"
Transmitted herewith for your information is a graph showing the results of the pumping test No. 1 conducted on December 17-19, 1979.
Because of the high draw down, we have deepened the well and will conduct a second pumping test soon.
Enc.
DL:ey
Very truly yours, --. • .~ IJ
"'''. " , ...... _F' _,!.,", ~: ~/.~ '/'~. • -: j ~ f"'. ,.<:;' / j.: vi ,,' v' \.,;/ i i;"-'----#"".'" v-""'~'\.""/ I~
ROBERT '1'. CHUCK Manager-Chief Engineer
y
January 21, 1980
MEMORANDUM FOR THE RECORD
FROM: Ed Sakoda
SUBJECT: Water Level Measurement - Lalamilo A & B
On January 14 and 15, 1980, Mitch and I traveled to Lalamilo wells A and B to take water level measurements.
On Monday, January 14, we sounded well B with DOWALDls electric sounding reel. We took two soundings and had the same results. The uncorrected counter reading was 1129.3 ft. depth to water @ 2:00 p.m. We then tried to take a sounding at well A but couldnlt because the Stevens recorder was still in operation.
On Tuesday, January 15, Hideo Gushiken, of USGS, and Albert Ozaki helped us with the sounding. We measured well B again and got 1129.9 as the uncorrected counter reading. We then went to well A, removed the Stevens recorder and sounded the hole. The uncorrected counter reading was 1218.5.
DATA: La1ami10 A
E1ev., Top of casin~ = 1175.93 1 ms1 Static Water Level (Stevens Recorder) = 8.45 1 ms1 @ 11:00 a.m.,
1-15-80 Depth to water = 1175.93 - 8.45 = 1167.48 1 from top of casing
Counter reading (coming out of the well) Water level, Downhole 99968
Top of casing 98749.5 Uncorrected counter reading 1218.5
1218.5 x Correcti on factor = 1167.48 Correction factor = 1167.48/1218.5
= 0.95813
Lalamilo B
Elev., Top of casing = 1089.18 1 ms1
Counter reading (coming out of the well) Water level, downhole 99882
Top of casing 98752.1 Uncorrected counter reading "29.9
1129.9 x Correction factor = Depth to water 1129.9 x 0.95813 = Depth to water
1082.59 = Depth to water
Static Water Level = E1ev., TOC-Depth to water = 1089.18 - 1082.59 = 6.59 1 ms1 @ 9.30 a.m., 1-15-80
({jj~ ED SAKODA
January 21, 1980
MEMORANDUM FOR THE RECORD
FROM: Ed Sakoda
SUBJECT: Water Level Measurement - Lalamil0 A & B
On January 14 and 15, 1980, Mitch and I traveled to Lalamil0 wells A and B to take water level measurements.
On Monday, January 14, we sounded well B with DOWALD's electric sounding reel. We took two soundings and had the same results. The uncorrected counter reading was 1129.3 ft. depth to water @ 2:00 p.m. We then tried to take a sounding at well A but couldn't because the Stevens recorder was still in operation.
On Tuesday, January 15, Hideo Gushiken, of USGS, and Albert Ozaki helped us with the sounding. We measured well B again and got 1129.9 as the uncorrected counter reading. We then went to well A, removed the Stevens recorder and sounded the hole. The uncorrected counter reading was 1218.5.
DATA: La1ami10 A
E1ev., Top of casin~ = 1175.93' ms1 Static Water Level (Stevens Recorder) = 8.45' ms1 @ 11:00 a.m.,
1-15-80 Depth to water • 1175.93 - 8.45 = 1167.48' from top of casing
Counter reading (coming out of the well) Water level, Downhole 99968
Top of casing 98749.5 Uncorrected counter reading 1218.5
1218.5 x Correction factor = 1167.48 Correction factor = 1167.48/1218.5
= 0.95813
La1ami10 B
E1ev., Top of casing = 1089.18' ms1
Counter reading (coming out of the well) Water level, downhole 99882
Top of casing 98752.1 Uncorrected counter reading 1129.9
1129.9 x Correction factor = Depth to water 1129.9 x 0.95813 = Depth to water
1082.59 = Depth to water
Static Water Level • E1ev., TOC-Depth to water = 1089.18 - 1082.59 = 6.59 1 ms1 @ 9.30 a.m., 1-15-80
If J
ED SAKODA
I' •
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ROUTE SLIP DESIGN & CONSTRUCTION BRANCH
Di vi s i on of Water and Land Development " ~( ·:1
FROM DATE FILE INLx.vf.-~A(L.·O t TO: INITIAL: PLEASE:
See Me --Take Action --Review & Comment --Investigate & Report --Draft Reply --Acknowl edge Receipt --Type Draft --Type Fi na 1 --Xerox --Mail
FOR YOUR:
__ ..,.--__ R. T. CHUCK ~pproval __ ~ W. Q. ' .. 'ATSQN ;JIa.!:i~ignature
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\--- _~)~/~:...:.! ...:.,'...::/It'..,..:'h...:.,,:_'I;:.,./ ___ Island -1,;;' ,jl-c'/I"O ~~O Project or Job No. 19 --------- ------Description of ~1ell-- Be: AM '.s 1. Elevat.ion: ground surface/oS! ft., top of cas:i:ny loeq ft.,
rota::-y table ft., referenced t.o bec11mad:. 2. Total depth of \'Jell/lh'6 ft.; or /~ ft. elevation. msl 3. /& in. solid casing to 1~11 ft. dept.i"., perforated to /121 ft. 4. Static :..Jater level on 19: ft. belot" ground
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nescriptio~ of Pump and Plliup Setting--, 5. type pump \vi th stage bowl asseInbly· 6. Gasoline diesel, electric, power ~,"i th horsepm'Jer 7. Shaft spE?~d: rpm at gpm flow 8. Depth of punp'intake: ft. below ; or £~. elev. 9. Depth of airline bott08: ft. below : or -/5.4 ft.elev.
10 0 Center of gage: ft. elev., rnsl. Flow measured with -. '1 v '/
.L..:.... ':'est conducted by N t)At/c: -.1-' /, $/7/6':./.-1./# 7
j! Date I IPuBPing Airline Drat"down ChlorideSl'Temp-1 Cone..
& ,samPle =ate I fo..14!r-I[.,6
I Time No. I (qpm) f£~et:~ (feet) (ppm) (OF) ,([:1.:11hos 25°C)"",
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.t:::s We 11 594&-'0Z. (NO. )
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I Date I Pumping jAirlinc: ! Dr a'.·; do ",.;n 1~~10~idQs'T~~- I Cond 1<"';··- - - - I - .;:'., '. & IsamPle rate
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for L /l L /7 /VI / LoB \'lel1514t-OZ
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/t~W~11 Island 4J-. .4/W-'2 (,) Project or Job No. _____ 19 Ti trations conducted by y. ..51118U 1"'/1
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:Sample' Date Sample Burette Rdq 11.gN03 AgN0 3 Hult. Chloric1~s .!
I No. Taken (ml) Before ,After (ml) -.2 ml Factor. (.ppm)
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ROUTE SLIP
PROJECT DEVELOPt--1ENT BRANCH Division of Water and Land Development
FRO~//'-) DATE: FILE: _______ _
TO INITIAL
REMARKS: •
FOR YOUR:
JAMES Y. YOSHIMOTO approval --signature
HAROLD SAKAI
LES ASARI
BILL KOYANAGI
RICHARD JINNAI
YOSHI SHIBUYA
JEAN SIAROT
ROBERT T. CHUCK TAKEO FUJI I ,..:~.
MANABU TAGOMORI· JANE SAKAI
!
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--information
PLEASE:
call see me
--take action ---review/comment ---invest./report ---draft reply ---ackn. receipt =type draft
copies final , L type
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_~b-d.'A...!..'"=LLA.L1.;;:..::.../1Wl (:.J.,L~(....:::),--...... BiI:L... _____ ~vell SYlt -02 ( (Name) (No. )
Pro j ect or Job No. ---------': C _~IJ_f'...£....J~...::;l!..;!.VL:.AJ..../~/--Island ________ 19 ____ _
Description of ~qe11-- b&~ 4u."",- ;"" wb~ 1. Elevation: ground surface ft ... top .o£/Casi@/o&7 ft.,
rotary table ft ... referenced to bechmad:. 2. Total depth of well 1/5J3 ft.; or - 61 ft. elevation. rnsl 3. (6 in. solid casing to ft. depth, perforated to ft. depth 4. Static · . ..rater level on AUct. 2i 19l.L: /07.6 ft. belot.; ground
~=faec, top of casing; or /3 ft. elevation msl measured method
riescription of Pw~p and Pemp Setting--5. type pump with stage bowl ass~~bly 6. Gasoli.ne diesel, electric, po\<]er ~"i th horsepo\l7er 7. Shaft sp~Gd: rpm at 9pm flow 8. Depth of punp'intake: ft. beloN i or ft. elev. msl 9. Depth of airline botton: ft. below i or ft.elev. msl
10. Center of gage: ft. elev., rnsl. Flow measured wit~ ,11. Test conducted by ~_~ __________ ~ ______ ~~ ____ ~~_
I Date /samPle
Pumping &. rate
Tiwe No. (qpm)
Airline Chlorides I Ternp. , Cone.
(ppm) (OF) ,(m."TIhos 25°C)'
Dratvdown
(feet) (feet)
~--------~------~--------~------~----------+----------1------rl-----~------~1
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I £.\.-~~ . ., l l C-:s-~~"" = \I;:)<(,"'.c::,~ o/~/71
Geothermal Environmental Seminar - )~ Sponsored by the Lake County Air Pollution Control District and ~
ErJ~~.".~ms & Service \...9-.'\...~""''\'-\:::) \0<c.\..\.. ~ ,I- ~ -rv L\~ ""3~''S' ,\6'""S...-s;) ~~\~ _ ~ u~. ~~\. '-~~~\\-\ ~~ ~ \ ~ Qt:L"~~\<.S T ,
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A WORLD OF KNOWLEDGE IN THREE DAYS
courtesy of
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A WORLD OF KNOWLEDGE IN THREE DAYS
courtesy of
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Meteorology Research, Inc. Altadena, Califurnia 91U01
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June 14, 1979
MEMORANDUM FOR THE RECORD
FROM: Daniel Lum
SUBJECT: Selection of Well Site, Lalamilo Wells "B" and "C"
At this time, it is held that the Lalamilo ground water aquifer is of basal, rather than high-level occurrence. Therefore, the location of Lalamilo Wells "B" and "c" can be located a reasonably small distanoe makai of existing Well "A".
Furthermore, the preliminary estimate of ground water flux at Lalamilo is 6 to 8 ± mgd per coastal mile. Of this amount, 1/2 to 2/3 is arbitrarily assumed to be developable, or, say, 3 to 5 mgd of ground water can be developed per coastal mile.
Thus, the two 1 mgd wells recently oontracted to be drilled at Lalamilo feasibly, may be located at Well Site liB" shown on the attached location map, subjeot to a review of the results to be obtained from Well "B". There is merit, however, in drilling the third well at Well Site "e" (shown on the location map) to establish very important ground water information; namely, the direction of ground water flux, the ground water gradient, and the pumping test characteristics of the aquifer-by having well-triangulated group of three wells.
In swmaary, the recommended location of the first well to be drilled is Site "B" and depending upon satisfactory results from Site "B" and from the pwnping test analyses, utilizing Well "A" as an observation point, the reconunended location of the second well to be drilled is Well "C".
DL:ak Attach.
DANIEL LUM
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2~FRESH WELLS 1000 GPM EACH
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~~EXISTING WAIKOl.OA WEllS .: l' I (26 PP~)
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'~FUTURE ", ~/ ' ELECTRICAL POWER
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PRESSURE . REDUC ING .:.VALVES~
BRAG,K I SI{ WELL 370\'t'GP~f ,
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EL.=600 I 0.30 MG RE~-~ EL.=300 '
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