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-- .. FROM: ED
TO:
, BAUER, G. CHING, F. DANBARA, S. FUJII, N.
~AOODING, K. _ HARDY,R.
HIGA, D. ICE, C.
~ IMATA,R. IZU, Y. KUNIMURA, I.
1) () COMMISSION ON WATER RESOURCE MANAGEM6Il'{
DATE: SEP - 2 2004
TO:
MATHIAS, T. NAKAMA, L. NAKANO, D.
2- OHYE, M. SAKODA, E. STAHL, K. SUBIA, S. SWANSON, S. UYENO, D. YODA, K. YOSHINAGA, M.
INIT:
~.'
SUSPENSE DATE:
FOR:
Approval Signature Information
(05/04)
PLEASE:
See Me Review & Comment Take Action Type Draft Type Final
4 File Xerox __ copies
Q¥W$$ M M9M P.4i4 it $4# l4P 4-A 4 £ UAh4 ,.t 4 $ g, ,; .+ Qt 4,.4.$ M·M' 4;:;;+ iQj$ • A4 ,fiiOiI * ~~ '!, 4 ¢ ; .4; ,1m;; i4J Zl4qu 4 t 144# ;:;u;::tWif4lU: t., $41 .. JIIMW1 J,U U:;:;;$$$i#,¥#Si44i4L&1t¢ $ ;, ;;ph. 4 is;4 Qh, i¥ $i.;
LINDA LINGLE ,GOVERNOR OF HAWAII
August 27, 2004
Mr. Milton Pavao, Manager Department of Water Supply County of Hawaii 345 Kekuanaoa Street, Suite 20 Hilo, Hawaii 96720
Dear Mr. Pavao:
• SEP2 pl:39
SUBJECT: PUBLIC WATER SYSTEM NO. 155, DWS KAPOHO DESIGNATION AS A PART OF PUBLIC WATER SYSTEM NO. 111, DWS PAHOA
CHIYOME L FUKINO. M.D. DIRECTOR OF HEALTH
In reply, plese refer 10: EMOISOWB
This letter is to inform you that as of September 1, 2004, the infrastructure of the Hawaii Department of Water Supply's (HDWS) Kapoho water system (PWS #155) shall be considered a part of HDWS' Pahoa water system (PWS #111). The Kapoho water system will no longer be recognized by the Safe Drinking Water Branch as a separate regulated public water system.
In addition, Safe Drinking Water Brand<' (SDWB) records indicate that the Kapoho well source (3080-01)'has been inactive for at least seven years, and possibly as long as eleven years. The Hawaii DWS must provide the SDWB with a letter clarifying the well's current and long-term status:
•
•
If the well is to be abandoned, the HDWS must follow the well abandonment and sealing procedures of the latest Hawaii Well Construction & Pump Installation Standards of the State Department of Land and Natural Resources' Commission on Water Resource Management.
If the well is to be restarted, the SDWB may require a retesting of the "Contaminants To Be Tested ... " list to confirm that the well quality has remained the same during its inactive period.
Mr. Milton Pavao' I
August 27, 2004 ,Page' 2
.
• Should you have any questions, please call Ann Zane at 586-4258.
Sincerely,
~:"~'~IEF Safe Drin~ing Water Branch Environmental Management Division
MM:cb
c: Theresa McGeehan-Takiue, East Hawaii EHS Ann Zane, SDWB Compliance Barry Pollock, Project Officer EPA Region IX Wendell Sano, SDWB Monitoring
vEd Sakota, DLNR Dan Chang, SDWB SWAP
8 9yo " ." !:J/ 0
I i If)) H,···· I ,«d
bt~ . l) L, c··; ,4 87
( .. ' . "I) "L). /. i )
1 \ •
o 1/ . I C:u'fJ _*1)) J-, Ie! d: J ,: C ~~ '-/ ---UC/1
&fiI, Iqg ~ :~ S ~).:iGv.e~",~ 4evk LT 3-cslZ<v
a</~ , {Lv: [(v-r$}cfl )~ U'4? -~() -.:-?.PI'?'-
Z
~-
~~ Cf ./ ! )'/ \.~-
Nov. 18, 1969
Akira Fujimoto
Re: Kapoho Well Watershed Area: Map showing delineation
of Kapoho Well watershed area to be protected under
conservation zoning.
See "Conservation" folder in WR branch.
o
Mr. Akira FUjimoto Manager Dept. of water Supply County of Hawaii Hilo, Hawaii
Dear Akira:
o (j)£.-&~» !e ~~.~ {J Q/0L
October 13, 1969
~apoho ~ell, Estimate of Safe Y~eld
Our analysis of the pumping test data of February 26-28, 1968, indicate that the safe yield (24 hours continuous pumping) of Ka~ Well is 200 gprn or about 280,000 gpd. This low estimated safe yield is due to the low permeability of the aquifer (Kapoho ash and pumice) which caused a gradual increase in drawdown during the pumping test.
The safe yield of 200 gpm, which vias derived from the pumping test data, is supported by an analysis of the water. budget for the Kapoho area. Geologically, the Kapoho Well produces ground water from low to moderately permeable consolidated ash and pumice formations at the eastern edge of Kapoho cone. Rainfall within the surface drainage of Kapoho cone is assumed to be the chief source of recharge to the aquifer tapped by the Kapoho Well and is estimated to average I MGD. Of this average I MGD rainfall, only 30% or 230 gom can be reasonably assumed to recharge the aquifer by deep percolation and to be available for development by the Kapoho ~iell.
In summary, the safe yield of Kapoho t\fell is estimated to be 200 gpm, based on pumping test data and an analysis of the water budget for the area. It is suggested that records of pumpage, water level, and chlorides be obtained on regular monthly or bi-monthly basis so that long-term pumping trends can be used to re-evaluate the estimated safe yield of 200 gpm.
ROBERT T. CHUCK Manager-Chief Engineer
o C) IF{":E SEM I·LOGAR ITHM IC .~ CYCLES X 7("1 DiV1S10N~.i
KCUFFE:L C< ESSER CO.
1<';'01: IN U. S. A. o 465490 ..)/'
1r\ o o \ \,\ <V
/ \
rkI .1, I,I Ii. r I i I"'r fF'mtDjiii*f!--n=tt1*ltffi**~1@llll~LJJ1' =-"l ~1~iJ?t ~I ,. \;;'~t~f·~"! cvJr ... f" .I-'hl·: ""~, r-=n== mmTITIli.d~.~~~~------~~---Lb~ilJI84~lti I I rtf LEVEl
~~~~~~~~~I~~_~~fl ~~-t-~-Z~ $,0 ±l:::"'-' " I
; I 4, 0llimitHtt2HStriflj,M4-lw1.W~l !. 1,1 I
"'-,~-r-:-fl ~. -i-- I
~ .
~ "'l Q "2..0 -lr
---'TI f
4-:--_.
1000 +3.z.' /~ (;t 0
~,~.~.~-" ... )/' ~~/~ ... 11 AA - .. . .I,.,,,
7
o
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~--'- _1 Lii ' 'I' , -l- 1- -- I. ,-- Iii
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\
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! 'II i I~ 1-[ T- ii=I~-=~- I i-I 1 ___ ' 1- i~II:IT il-:r 1-- i- I i -- 1+ il;-: I' 1 . 1- 1--; I-i I 1-1- 1-i
o
Mr. Akira Fujimoto Manager
September 17, 1969
Department of Water Supply County of Hawaii P. O. Box 1820 Hilo, Hawaii 96720
Dear Akira:
Proposed Urbanization of Green Lake and Kapoho Cinder Cone
Attached is a copy of a newspaper clipping of a proposed development around the Cinder Cone and Oreen Lake in Kapoho. We thought we should call this matter to your attention inasmuch as this cinder cone is the watershed for your Kapoho well. We believe that the area of the cinder cone provides the major source recharge to the wells and it should be protected under the conservation district.
We will leave it up to you to make the necessary stand on this matter. Good Luck!
Sincerely,
~Of~ WALTER O. WATSON,
~ DL:js
Acting Manager-Chief Engineer
enc.
o / .
ROUTE SLIP ./
WATER RESOURCES & FLOOD CONTROL BRANCH Division of Water & Land Development
(
From: ________ Date: _________ File in: ________________ _
Please: T~nitial ___ I~ Walter Watson __ See me
~ Daniel Lum Take Action ------- Manabu Tagomori --aeview & comment _______ Kazu Hayashida --Investigate & report _______ Geo. Matsumoto __ Draft Reply _______ Paul Matsuo __ Acknowledge Receipt _______ Richard Tokairin __ Type d:aft copies
'l'om N::tkama __ Type f1nal --'-'-- Bill Koyana~i Xerox .
~ c!Oii\O; Doris- (7""'~ Mail _copl.es
Usil3 ~'.""~';(;:-~t 1N'\R . . / . .(... ~-'" . Jane ..• _Approval ~-----?t~ Robert Chuck ~gnature
Takeo Fujii ___ Information
:~ .. __ ... _. _~bc.y ... O-s~h-im-o-t-o---------------t
~ Wo~ I I {;t»- w..... I ,~ I I ~.-la, ~ ~,: .. !
I (t l~ ~_~ ... .d' J,L ~, '1!:f:A ~ ~~ ~t~~
o g.
tiLl:! ,tfl Cj {Z u...; . I ,.....--__
TREATMENT AND PUMPIN G DIVI SION
TOI
Froml
"
)1arcn 21, 1968
C ';
c..-, c:x:>
Supervisor, Sanitary Engineering Section (through Official ChaMela)
Public Health Cbemist, Laboratories Branch
Subjects WAtER, Q~ICAL ANALYSISI Board of Water Supply, Well Job 109, Hil0, Hawaii, 3/15/68
pH at 26·C ColoI' Odot' Turbidity ll~
14°3 Uydroxide Alkalinity Carbonate Alkalinity B,iearbonate Alkalinity Total Alkalinity To tal Hardness Total Solids LoS8 OD ignition S102 P'e Al Ca Hg S04 Na K Chlorides As F Pm Pb Cu Zn Se Phenola
7.70 o o o 0.020 ppm 2.35 ppm o ppm as CaCOl a ppm a» caCOl
212 ppm as CaC03 212 ppm as CaCOl 228 ppm 48 CaC03 540 ppm 140 pplll 44.0 ppm
le88 than 0.02 ppm "" 0.01 ppm
47.7 ppm 26.5 ppaa 5.5 ppm
97 ppm 14.0 ppm
125 ppm ,f-le.8 than 0.001 ppm
0.26 ppm le8. than 0.05 ppm ".. 0.005 ppm II .. .t H
" .. If
It
0.01 ppm 0.01 ppm 0.01 ppm 0.001 ppm v,!
/
i ./, . 77d~~L {/ F. TI¥..AZAWA, Ph. D. " -"':
/ ;J
lI'OaWARD,E~ ~~ / 1/ n·t eel San. Eog. Sec. (3)
Asat. Ch •• Lab. Sr.
_~~~~~~()"""!,,J~_,-~S~. ~_' ..... (_' _'".':-; . ,;,,'?!j KINGSriit S. WILCOX, Ph. D.i:;' ('. '/i:.l
REeD MA~ 297::a' Laboratori .. BraACh iy""
BOARD OF \vATER SUPPLY COUNTY OF HAWAII
REPORT ON THE KAPOHO \A/ELL TEST
I. Drawdowns at approximately 400 GPM
2. Chloride
3. Temperature
4. Elevation where drawdown wi I I stabi lize at 400 GPM
5. Elevation where drawdown wi I I stabi lize at actual rate of 200 GPM
6. ~el I Recharge at 400 GPM and 200 GPM
KAPOHO \'JE L L Y I E LD
Reference Elevation gench ,MK 9.15'
11~C ~·I. L. Draw Down Chloride Temp
S~P"'" ~~ ..... ; Tir;:e Ft. Ft. GPM PP~·1 F. Remarks
?'/26/63 \:on. 0 10:30 a.m. 5.90 1.1.5. L.O. Start
Ie. 10:45 7.90 2.0 400
~ 10:50 8.30 2.4 77°F
~5> , 10:·55 8.50 2.6
35 I 1:05 8.90 3.0 390 76-64 77° * 1S II : 15 9.00 3. 10 390 76-64 77° * GO II :30 9.23 3.33 395 8e 10'1'1 ~~. S. L.
1'8 II :45 9.32 3.42 395 92-88 77° * 10 12:00 9.42 3.52 395 '1,
105 12: 15 9.57 3.67 395
I~ 12 :30 9.62 .3.72 395
Iq~12:45 9.69 3.79 395 77°
/bO 1:00 9.76 3.~6 3.94 - 92
IG? I: 15 9.83 3.93 77°
)g'O 1:30 9.88 3.98
Iqs 1:45 9.91 4.01
)bJ 2:0Q 9.98 4.08 84- * 'J20 2:30 10.05 4.15 77 .5°
~tr 2:45 10. 10 4.20
300 3:00 10.15 , 4.25 104
3153: 15 10.17 4.27
00°3:30 10.20 4.30
• ~ ','I. L. Draw Down chloride Temp.
Tinle Ft. Ft. GPM PPM F. Remarks
~~ 3:45 10.21 4.31 388
:b,c..o 4:00 10.23 4.33 104
!J1S 4:15 10.24 4.34 104 77 .5 " .
~I-o 4:3Q 10.28 4.38 370
~~ 4:45 10.30 41.40 80 end 77.5 * discharge pipe
tf-'l.A 5:00 10.32 4.42
f5P 5:30 10.34 4.44
~S5:45 10.38 4.48 112-88 * \'!on. ~. 6:00 P. m. 10.41 4.51
SID 6:30 10.43 4.53 376
5~6.45,. \ \'
10.45 4.55
S~7:00 10.47 4.57 112
Sfoo7 :20 10.50 4.60
5r(0 7: 30 10.52 4.62 376
~OO8:00 10.54 4.64
"'f5 8: 15 10.56 4.66 Taj Young Chu & Gary Kawasaka
on duty
b~O 8:30 10.58 4.68 376
"l58:45 10.60 4.70
"'~ 0 9 :,]0 10.63 4.73 96
~J09:2J 10.65 4.75
1';>-09:3J 10.68 4.78 376
'18'10:00 10.76 4.86 ,,'
1\6\0:25 10.80 4.90 376 102
1'\S10:45 10.82 4.92
'. .' '\ . .;~ , " I ." !'
'0
\, .. :' 'I-
,.... ... ·,~o ........
• ','I. L. Draw Down Ch lorlde Temp.
Time Ft. Ft. GPM PPM F. Remarks
oAp I! :30 10.87 4'.97 376 Used .meta I lie tape
~/27/68~1o 12:00 10.87 4.97 108
~g5 12: 15 10.87 4.97
100 12: 30 10.87 4.97 376 i r1612:45 10.89 4,99
I
q~o 1;00 10.92 5.02 374 96 77.5 Sample for Hea I th Off i ce
145"1:15 10.92 5.02
~c.o I: 30 10.93 5.03
91; 1:45 10.93 5.03
'fqo 2 :00 10.93 5.03 374 116
lOIS 2:15 10.95 5.05
(~2:30· 10.95 5.05 108
I 0fS2 :45 10.98 5.08
lOGo 3:00 11.00 5.10 374 110 77.5 Sample for Hea I th Off ice
r07E> 3: 15 11.00 5. 10
''103 : 30 11.00 5. 10 Il
1/ 0 53:45 11.00 5.10
1/"")0 4:00 11.00 5. 10 369 112 77 .5
lise 4:30 11.00 5. 10
/ffP 5:00 11.00 5. 10 369 108 77.5 /'
rt/O 5:30 11.00 5. 10
/-,tfb 6:0:) a.m. 11.00 5. 10 369 104
1Y70 6: 30 11.00 5.10
I b'DC 7 :00 11.00 5.10 364 112 77 .5
• ','J. L. Draw Down Chloride Temp.
Time Ft. Ft. GPM PPm F. Remarks
, .:!;~ 7:30 I 1.00 5. 10
{:J;foo 8:00 11.00 5. 10 364 104 77 .5
/.2;1;0 8:30 11.00 5. 10 Y. Harada & M. Victor on duty
Itf-x; 9:00 11.00 sr. 10
I~ 9:30 11.00 5.10 Install new staff
'tg'OIO:OO 11.02 5.12 77.5 Add .22 to staff ,read I ng
15(0 10:30 11.06 5.16
'510 I 1:00 I 1.07 5.17 77.5
'570 I I :30 II. 10 5.20
Tues. 1'=:100 12: 00 noon 11.15 5.25 364 112
I (.~o 12: 30 II. 15 5.25
flofool:oo I I • 15 5.25 364
(fo ;01 :30 . II. 15 5.25 ~
11"yO 2:00 I 1.15 5.25 120 77 .5
17t;0 2 :30 11.15 5.25
(7fO 3:00 I I. 15 5.25
It / l> 3: 30 I I. 15 5.25 360 108-96 Discharge of pipe
!8fO 4:00 11.180 5.28 108 77 .5
I f7t) 4: 30 I 1.190 5.29
I~ 5:00 II. 19 5.29
Icr~ 5:30 11.20 5.30
1<Jr;t::; 6 : 00 I 1.21 5.31 116 77.5 J
/9106 :30 11.24 5.34 360
0 • \'J. L. l'ir<:l\'/ Down Chloride Temp.
TiMe Ft. Ft. GPM PP~-1 F. Remarks
~V~7:00 I 1.25 5.35
'it;; 50 7: 30 11.26 5.36
)-0 ~o8 :00 11.29 5.39 108 77 .5
'>flo 8:30 11.31 5.41
'Hto 9 :00 11.32 5~42
- ,qo 9:30 11.33 5:43
~~D-lt~ I 0 : 00 11.33 5.43, 116 77 .5
;;;:)30 ~I 0: 30 11.33 5.43
~d-(,o ~ 1 : 00 11.36 5.46
;J.-d-1"~11 : 30 11.37 5.47 >~dD
2/23/58~12:0J a.m. 11.40 5.50 360 118 77 .5
;}-3.5D'TfSg 12: 30 11.42 5.52
~o~I:OO 11.47 5.57
d-4lv~ I :30 I 1.50 5.60
d-440~ 2:00 I 1.55 5.65 Sample for Bd. of Health
~70 'TYfe 2: 30 11.54 5.64 118-112 77.5 ~-' .
.::f.gocJ~3:00 11.53 5.63 Gary Kawasaka doubled chec~
reading f i 1\ i r up
;JS3c -e30 :5: 30 11.51 5.61
?'6 6-7> ~. 4 : 00 I 1.47 5.57 112
/6~() ~. 4:30 11.44 5.54
d-71>-fJ ~ . 5:00 11.46 5.56
.?-7.a.o "ff7v 5: 30 11.48 5.58 ,
cr~t70 'f5"-c-6: 00 11.46 5.56 112
~30if'6n 6:30 11.48 5.58 360
• I q".; ~? \\1. L. Draw Down ch lori de Temp.
-'- Time Ft. Ft. GP~ ppr'4 F. Remarks
7/hJ 1[;6.9 7:00 I I .50 5.60
71~~7:30 11.50 5.60
~ooo fb')" 8:00 11.49 5.59 118 77.5'
..3-o..9-CJf~T<l 8: 30 I 1.49 5.59 M. Victor & H. Harcida on
I duty
3!H ~ 9:00 11.49 5.59
.u.).6 -fffo ' 9:30 I 1.51 5.61
.3~ -4fVrGrO : 00 11.50 5.60 118
.3~5~1:45 11.53 5.63 360 Stop pump,clea call ection
Recharge ga II ery
5 II: 50 II ~ 12 .41 0.0
(0 I 1:55 10.48 1.05
(~ 12:00 10.07 1.46
UJ 12:05 9.73 1.82
z.< 12: 10 9.50 2.03
36 12: 15 9.28 2.25
'3~ 12:20 .9.12 2.41 "
4D 12:25 8.96 2.56
4-~ 12:30 8.84 2.69
P 12:35 8.73 2.75
$) 12:40 8.62 2.86
",1) 12:45 8.53 2.95
"s- 12:50 8.46 3.07
" 70 12:55 8.39 3.14
lS- 1:00 8.32 3.21
g~ 1 :05 8.26 3.27
10 I : 15 8.14 3.39
/', ...
Time
. ~4 1 :25
l\4 1:35
''ZAl 1 :45
,?O 1:55
ILfo 2:05
I~O 2:25
\~. L. Ft.
8.05
7.96
7.87
7.82
7.75
7.67
• Rechar,)e
3.48
3.57
3.66
3.71
3.78
3.85
GPM
•• Chlorlae
PP~~ I Temp.
F. Remarks
11o~ 2:27 7.67 3.85 L~l------------- Started pump
\ lot. 2:31
'10 2:35
\1( 2:40
I~o 2:45
8. 10 4.28
8.23 4.41
8.43 4.61
8.59 4.77
Adjusted flow rate to total discharge of both pumps
3:25
4:20
4:30
4:45
5;00
5: i 5
5:3.)
5:45
6:00
6:30
8.99
9.04
9.09
9.12
9.14
9.15
9.15
9.16
9.17
9.18
.40
.05
.05
.03
.02
.01
.00
.. 01
.02
.01
180 112 77 .5
162
200
200
200
182
197
201
197 112 77 .5
Stop
6:40 8.43 RECHARGE .75' In 10 min.
NOTE: A II ',~. L. taken from top of cut-off Ca sin gEl. 9. I 3 W.L. 7.69 = 9.13 - 7.69 = 1.44' EL W • L ~ 9. I 7 = 9. I 3 - 9. I 7 = - • 04 '
*CL. sample taken from end of discharge line, other readings from wei Is. example 75-64
76 wei I 64 end of pipe
~ _______ o ______________ ~o ____________ __ I
t-40
+,30
~lI~peei A;t:';Dratx/mZlllely t /O~ t:X>CJ GJiiJ/t/.
+
, sfa";c War",r /evl1!/ I- a.ss 1 ___ _ (a/a3}~~~'~$~/~~:a~o~-~~~)~--+---------+-------------'--------~
- -------------------0.0 r"""" s,,'" /ev",/ co.':'.:> 2 . I,
7or' I!'r ;::'l'p..!'- 51. -/ ,;;2. ~ . : r .;t,f';;:X'. Or.:Jw t:>Dwn t==========~.(=d' , ( -2.42 ~ G.P.M-
I - --====_-_--;_I---I,r.;q.~-_:_;4--l.<------------"df-
1 .lr5 -BL.//LT e/~v. - 4.c>~
(,&1If)-?!1 ~.,// ,c::;,r /'Nv. -a.s)
1-I<APOI-!O
a4"Ct:lt?C. Cv/~rf.
,sQJ7i:,n,:I c,t' p",,-," r' SfrGJ//? .::-r
WELL
.Q
e e :'J. [. Draw Down Chloride Temp.
Time Ft. Ft. GPM PPM F. Remarks
I I : 30 10.87 4.97 376 Used meta I I i c tape
2/27/68 12:00 10.87 4.97 108
12: 15 10.87 4.97
12:30 10.87 4 •. 97 376 ./
12:45 10.89 4,99
1:00 10.92 5.02 374 96 77.5 Sample for Health Office
I: 15 10.92 5.02
I: 30 10.93 5.03
1:45 10.93 5.03
2:00 10.93 5.03 374 116
2: 15 10.95 5.05
2:30 10.95 5.05 108
2:45 10.98 5.08
3:00 11.00 5.10 374 110 77 .5 Sample for Hea I th Off ice
3: 15 I 1.00 5. 10
3:30 11.00 5.10
3:45 11.00 5.10
4:00 11.00 5.10 369 112 77 .5
4:30 I 1.00 5. 10
5:00 11.00 5.10 369 108 77.5
5:30 11.00 5. 10
6:00 a.rT). 11.00 5. 10 369 104
6:30 11.00 5.10
7:00 11.00 5.10 364 112 77.5
e ~~ . L. Draw Down (;h lori de Temp.
Time Ft. Ft. GPM PPm F. Remarks
7:30 I 1.00 5. 10
8:00 11.00 5. 10 364 104 77 .5
8:30 11.00 5. 10 Y. Harada & M. Victor on duty
9:00 11.00 51. 10
9:30 11.00 5.10 I nsta II new staff
10:00 11.02 5.12 77 .5 Add .22 to staff reading
10:30 11.06 5.16
II :00 11.07 5.17 77 .5
II :30 I I. 10 5.20
Tues. 12:00 noon 11.15 5.25 364 112
12:30 I I • 15 5.25
1:00 I I. 15 5.25 364
I: 30 11.15 5.25
2:00 I I. 15 5.25 120 77 .5
2:30 I I. 15 5.25
3:00 I 1.15 5.25
3:30 I I. 15 5.25 360 108-96 Discharge of pipe
4:00 11.180 5.28 108 77.5
4:30 11.190 5.29
5:00 I I. 19 5.29
5:30 11.20 5.30
6:00 I 1.21 5.31 116 77 .5
6:30 11.24 5.34 360
0 :/J. L. Draw Down Chloride Temp.
Time Ft. Ft. GPM PP~~ F. Remarks
7:00 I 1.50 5.60
7:30 11.50 5.60
8:00 11.49 5.59 118 77.5'
8:30 I 1.49 5.59 M. Victor & H. Harada on
~ duty
9:00 11.49 5.59
9:30 I 1.51 5.61
10:00 11.50 5.60 118
II :45 11.53 5.63 360 Stop pump,clea' coil ection
Recharge ga II ery
II :50 11.12 .41 0.0
II :55 10.48 1.05
12:00 10.07 1.46
12:05 9.73 1.82
12: 10 9.50 2.03
12: 15 9.28 2.25
12:20 .9.12 2.41
12:25 8.96 2.56
12:30 8.84 2.69
12:35 8.73 2.75
12:40 8.62 2.86
12:45 8.53 2.95
12:50 8.46 3.07
12:55 8.39 3.14
1;:00 8.32 3.21
1:05 8.26 3.27
I : 15 8.14 3.39
• •• KAPOHO ~'JE L L Y 1 E LD
Reference Elevation gench MK 9.15'
;:1. L. Draw Down Ch lori de Temp Time Ft. Ft. GPM PP~1 F. Remarks
l
::/26/63 ~ . . ·:on. 10:30 a.m • 5.90 ~'1. S • L. O. Start
10:45 7.90 2.0 400
10:50 8.30 2.4 77°F
10:55 8.50 2.6
II :05 8.90 3.0 390 76-64 77° * II: 15 9.00 3.10 390 76-64 77° * II :30 9.23 3.33 395 ge .I 0'1'1 ~~. S • L.
II :45 9.32 . 3.42 395 92-88 77° * 12:00 9.42 3.52 395
12: 15 9.57 3.67 395
12 :30 9.62 3.72 395
1'2:45 9.69 3.79 395 77°
1:00 9.76 3.86 3.94 92
I: 15 9.83 3.93 77°
1:30 9.88 3.98
1:45 9.91 4.01
2:00 9.98 4.08 84' * 2:30 10.05 4.15 77 .5°
2:45 10. 10 4.20
3:00 10.15 4.25 104
3: 15 10.17 4.27
3:30 10.20 4.30
• .') • L. Draw Down ch loride Temp.
Time Ft. Ft. GPM PPt·1 F. Remarks
3:45 10.21 4.31 388
4:00 10.23 4.33 104
4: 15 10.24 4.34 104 77 .5
4:30 10.28 4.38 370
4:45 10.30 41.40 80 end 77.5 * discharge pipe
5:00 10.32 4.42
5:30 10.34 4.44
5:45 10.38 4.48 112-88 * ~.1on • 6:00 p.m. 10.41 4.51
6:30 10.43 4.53 376
6.45 10.45 4.55
7:00 10.47 4.57 112
7:20 10.50 4.60
7:30 10.52 4.62 376
8:00 10.54 4.64
8: 15 10.56 4.66 Tai Young ChL & Gary Kawasakc;
on duty
8:30 10.58 4.68 376
8:45 10.60 4.70
9:00 10.63 4.73 96
9:20 10.65 4.75
9:30 10.68 4.78 376
10:00 10.76 4.86 "
10:25 10.80 4.90 376 102
10:45 10.82 4.92
..... ..
.' .:,,', ". ~ "I- ,,-.. -, ",.,~- .. -. ',",... , -" ~ .. ",.-.. , . ,'"' -, . ," ..
Time
1:25
I: 35
1:45
1:55
2:05
2:25
2:27
2:31
2:35
2:40
2:45
Iv. L. Ft.
8.05
7.96
7.87
7.82
7.75
7.67
7.67
8.10
8.23
8.43
8.59
• Recharae
3.48
3.57
3.66
3.71
3. 78
3.85
3.85
4.28
4.41
4.61
4.77
• Temp.
GPM F. Remarks
Started pump
114
Adjusted flow rate to total discharge of both pumps
3:25 8.99
4:20 9.04
4:30 9.09
4:45 9.12
5:00 9.14
5: 15 9.15
5:30 9.15
5:45 9.16
6:00 9.17
6:30 9.18
.40
.05
.05
.03
.02
.01
.00
.01
.02
.01
180
162
200
200
200
182
197
201
197
112 77 .5
112 77 .5
Stop
6:40 8.43 RECHARGE .75' In 10 min.
NOTE: A I I \'1. l. taken from top of cut-off Casing EI. 9.13 W.l. 7.69 = 9.13 - 7.69 = 1.44' EL W.l. 9.17 = 9.13 - 9.17 = - .04'
*CL. sample taken from end of discharge line, other readings from wei Is.
'example 76-64 76 wei I 64 end of pipe
~-~-.----.-----~~~ ~~o_--------~~-- .. . =========~/~9~7.~3~===f/~9:::gdZ::?=:S~==========;=====2 ____ ···:='=--o .. .
. ,'" _.k=. ==;:r,=-==-==,:,=====================::::;:r=r'~===.Jc=. n===.7=~'~=.: .: .. ;-c.-c:--=:::- Ii
~~~ .{$A ~ I
5 . ---6-ill---l----+I------------------/-9-J'-i--f..2f-,.;l..-+!--+-v.Hk-+A~·-+ -H!etz--tt-+-+-+-+
c-+kt I ~-~ l
7 I iU -~81H--+---+l-----------'--------L-'?,J>.-~---:-+..<-~-ft--H-+17+1+++-~-tt·--t-+-+-tlc:-t-1/t-t;lt-[5""-tll!
9 • I J,!
11 i /9;>0 /9
13 ! 14 /917 /s I7V~il!occ bAil7 15' I i I
-----=::-Il+-+--It--------------:-----:-------+--++--+-H-t-+H--++--+-++-t-+H-·-__ .~16lli-_L_1--------~--------~--------L/~~~~~~--~~/4~~~~~~+t~~~b~~~~1
17
18 /977 I-<.!~ b'/.I5l< II
_:_:H+---+--H ________________ ~/.!..7.!..7c~~~_-l&.h~ .. jh~' ,~~I.I~~..,.-~_J__f_Hlrfc. (~~11! 21 I
··:....-...~22-#-1---+-----l+--~--------------/-<J'-Z5---+/.-'-<-t+-++++-I..?+++,~---+tI-+++1 +.~+~' -HD~-I!
I
24 7 }~-.~~4-
23
25
26 /973 27
___ ~28~-+____l~_-----------------~~/?~7~=---+-~++++r+~+·+-~++++~+·++--t -~2~9m--+~~---------------------~*-++++++_r-*-++++_++_r-1
~ ! --=-m~+--U---------------------__+__t1-++++-+-+t-__t1-++H- - --~
31
32
33
34
35
_ 36
I 1.~37~-4~~------------~,---------+--tt--+-~~1-~~~+++-~ 38
~,f~~: .10 /973 - --K~-,,:'/;t'J ~!'-NyJ.t:z~4-~ /k'T : : ... :::::;;.--=.::. .:=-:;==-:=:-::::=:: -:-:. __ ... ._ .. _ _..,,-c-:- _... __ . . ... . --·-jt·
I
-.
- f' '~,
ROU'l'Jf~IP
'/ ---,/Fram:_/I<~4 __ __ ....... _____ File !n:~~.,...:;,..:;..;_...w.I(.~ __ "'-
~: Initial
--/ \. 12 Robert T. Chuck ...t:: ~Walter O. l.Jatson ___ Takeo Fujii
--
___ ,James Yoshimoto ___ George Yokota __ ....... Albert Ching ___ II Hong Fong Chang ___ J,ane Sakai __ ~. poris Hamada ___ Thelma Hirata ___ Jean Siarot
7 :E::J~or1moto
REMARKS:
Pieast}:
___ See me " ___ Take aotion . _ Rou'\ie to YO'Ul" branoh ___ Review & comment ___ Investigate & report ___ Draft reply , ___ Acknowledge Receipt _ Type final _ For filing ___ Xerox ___ copies FOR YOUR. _ Approval _ Signa. ture _ Information _ Initials
BUSINESS ADDRESS: 28 SHIPMAN STREET
HILa. HAWAII
COpy
BOARD OF WATER SUPPLY COUNTY OF HAWAII
P. O. BOX 1820
HILa. HAWAII 96720
January 27, 1966
Chung Dho Ahn & Associates 1126 12th Avenue Honolulu, Hewell 96816
~ ......, CD
c.o V1 w :l:» :::I: .. CI"t en
r
BUSINESS PHONE: 151-127
·'0 Z_ 0< . ~ ClOm rr:-nn ;::;:~ ~->< 6-1rrl -orno x;;Q : .. ....
Last yeer we received e recommendation from the Stete DivisIon of Weter end Land Deve lopment concern I ng the Kapoho we II deveI op_nt. I believe your staff has worked closely wIth the State engineers; however, to Insure that you have ell the Information concerning this proJect, I em enclosing a copy of thel r reCORllll8ndat I on dated November I, 1965.
w. Y. Thompson Manager-Englneer Enc. /-cc: Division of Weter and Land Developmant
. .. Wafer tringd progredd ...
• •• f ~ .....
Mr. Willi_ 'lhOllp8on Manapr-Bn91neer Board of wat.er Supply County of Hawaii P. o .• ox 1820 Bilo, Bawaii
Dear Billl
November 1, 1965
!(apollo Shaft J)ey!lopl!!nt.
'1'0 eatimate the aafe yield that might. be expected from the KapOho ahaft development, our staff haa reviewed the geohydrology of the Kapoho area.
Geologically, Kapoho cone is coapoaed of compacted aah (tuff) and pumice, and is the only cone in the Puna area that pel' ~h.a water (Green Lake). 'the exiat.ing shaft liea on the eaatern edge of the cone and develops ground water in consolidated aah pf/ low yield.
Rainfall in the area averages about. 100 inchea annually and the bulk of the fresh water recharge to the aquifer at the abaft prObably comes fra. rainfall within the aurface drainage of the cone. An average of 1 DJd of rainfall occurs wi thin the cone'. surface drainage. Of this amount an unknown quant.i 1:1' is unavailable for ground water recharge due to evaporat.ion, transpirat.ion and ground water movement outward from the cone.
By aasuming a net. lO-2~ recharge available for development at the KapOho ahaft, a sustained yield of about 100 gpm is indicated. This estimate s.rve. to indicate the order of maqnitude of yield expected, rather than a firm fipre.
Baaed on the data available at this tiae, we would .uggest a ~ump capacity of say, 200 9pD for the Kapoho shaft.
Incidentally, becauae the ground water movement in the aquifer is auspected to be in an eastward direction, orientation of the infiltration galleri.s should be planned in a north-south directton aUbjeat, of course, to modification by additional geologic and hydrologic information Obtained during conatruction.
o Mr. William '!hompaon -2- Bovember 1, 1965
'thank you for 1ettift9 ua ~nt on thia matter ancS we hope you fAnd the above information •• ti.fac~ory.
~ 'lfOlhDLadh be.
of
l~.. On March 10, 1965, Dan Davi. (UIGI), JUke Victor (. and. Dan LUll (DOIGLD) ucl •• fie14 reoouai •• ance of JCapoho lhaft 9 located near the Kapoho COM. lJbe pu'J088 of the trip was t.o det.e:nd.M further develOtaent.a of the allaft., hued on available data •
.. _,!~n. OWDar, BWI. COIIlpleted to pre .. " depth, ~ va-clam ahell-. .lavation, 38 feet. Depth,
40.5 feet. CUing, "" dla., 10 Ga. asphalt. coa.te4 corrwg&t.ed pipe, bottom 5 feet perforated with 3/S· hole •• 1" 0.0. on valley and crown • • 0". Stat.io water level, 2 .. 6 feet. Yleld, 30 gp8l • 1.4' •• .., 40 gpm ,. 1.66 <ld. aa4 82 9Ji8 • 4.1+ feet 44. c:h1ori4ea,
1'0 ppI • 36 hour. auatained pumpiAg'. water temperature, ,&Or. Bxcavat.d _tari&! reported a. bard Jtapoho Aab.
trI! f' DI!!A9IIIIt • POI' ad4itional water supply, infiltration ~ a are .on avorabl. i:han additional wells. Beca.a. of the relat.i_ly low head and panaeability of the aquifer an4 the relatively high chloride content (for potable .upply), the Kapoho Shaft. leads itaelf to further 4evelopaent by lnfil trat.ion tunnels or p.llerie.. 1'he dining' or dJ:ill1ng of several additional well. is not aa cteauabl. .. tunneli .. , frca the stan4-poiat of total yield aft4 aJ.~ .alinity. Becau •• exca."atJ.on ia ..,.cte4 to :be CClllOn in 81fona, moderately c~ Dpoho Ash, ooaat.nation coat. for tl1DMliDg' or trenC2hJ.Jl9 and baclcfillin9 ahould be ~l. to that for drilling several wella.
CCIIBpUtatioDa ehow that the area of !Dfil tration can be increased approxima-tely 10 times that of the present ahaft by a t.wmel 100 feet in len9th and 3 feet wide. 'lb.e actual t.otal lell9th of tannelil19 would be determinad in the f .teld..
Co;i",."S. 'th. est.imat.ed coat for trenching, preparing, and La . 00 feet of infiltrat.ion gallery to the Kapoho shaft i. '9,000. fte estimated cost for constructing 100 f •• t of unlined tunnel 1a $12,000.
B!9OR!I!4ISizon. It is reC01ldReJlded that.
1. Infiltration ,alleria. be constructed rather than drilling a44itional walla.
2. eon,raat specificationa be prepared and bids called for with alteru:t.iv •• of tunneling or trenching and badkfillinq.
3. GeolQ9ic inspection and pwapinf teats be _de during c:onstruetion to determine final development.
Dard .• l LWD GeolOViat-Hydrol09iat DJVISIOB 07 WAftR .. LU'D DlWILOtDft DB~ OF LM1J) 1& aTUltAL USOUltCBS March 1965
-2-
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.... _______ . __ .... _.~_"'_."~ .... .__. __ , ____ ~~ ... ~--.... -w~-'-.----". .... --t \-~'.-.=:.'.-"."'" .... ---.... ----.---..... -.~) '\-
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o
April 28, 1965
Mr • .Dan A. Davia Diatrict Geologist U. S. Geological Survey 1100 Ward Avenue Honolulu, Hawaii 96814
Dear- Dan.
Attached for your files ia a copy of • letter ana report coneemin, the Kapoho Shaft which waa sent to william Thompson.
DL.dh Attach.
Very truly yours.
WAIllER O. WATSON' , .m. Assistant Manaqer-chief
BnC}ineer
\ ,... \
. .I1iii; ..... ..,. UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
1Il". W111fa t. 'IhoIIpson ......... lA&iIleer IDuct of vater ~ Coa\J - lavail I. O. lox l8ao 1110, IawaU 96720
Deal" aul.:
AprU 21, 1965
IN REPLY REFER TO:
S- ,... JIoo c z_
~ c:<;» ......, Oom <T1""tl('")
C5 ,~~~ .... .>< o-lm ..... --0"'0 ::e- %:0 :z : ... ..
cr't ..... &.It
tfbaD1t JOU tor ~he records of the pUJBplaa tea~a .~ JOUr IaJbbo 4ua well on 'ebl'Ua17 3-5 end 'ebruary a .. , 196" aDd \he cow of the recorder chart.
When Dan hua and I Y1aited the well on March 10 with IIlke VicWr, we took a Naple ot the water UDder static coDdltlona tor a Hl1n1t7 check. 'fhe chloride content of the sample vaa 151 ppm.
We wUl be very interested 111 an)' work you do on turtber developaent ot the well.
00 I Ifr. Io'bert ,. Chuck,
81ncerel¥ JOUr a ,
~\\\l Dan A. ))aVi. DisViet CJeoloc1a'
1)1v. of Vde!' aDd !aDd J)ev~
MANAGER-ENGI NEER
W. Y. THOMPSON
COpy /
BOARD OF WATER SUPPLY COUNTY OF HAWAII
HILO. HAWAII 96720
Ro.aRT Y. TAKAHASHI. CHAIRMAN
MAURICIO VALERA •. JR .• VICE CHAIRMAN
JACKSON AH CHIN
KENJI AKAZAWA
CHIKARA ISHIHARA
TSUNEO KOIKE
CHARLES K. SAKAGUCHI
ADAM N. SOUZA
HAJIME TANAKA
April &9, 1965
Mr. DaD Davis DIstrict Geologist Gaolog' ca I Survey ROCIII 332, FIrsi' 'nsuraACe Bldg. • 100 want AYenue Honolulu, Hawat I 96814
Dear Mr. Dayls:
Attached for your revIew and files are reports of tn. tests c:otiKIvcted by the Board of Wate ... Supply Oft the f(apoho Dug We t ••
Attach.
Copy: Mr. JiCr. Mr.
Sincerely,
Robert T. Chuck / Sberldan Cecere. DanL_
. .. Water Brings Progress ••.
s-..... -(0 ... • !II ::f
1:. z_ 0< oQ:=D ,..,.."nt ~:E~ r->-~ ... <
f"I1"" a:=D° ~ .. ....
o Pump Test of Kapoho Dug Well
Feb. 3 1965
10:20 A. M. Water level from reference point on casing 35' 2 3/4"
1:52 P. M. Started Pump Discharge rate 82 GH4
2:05 P. M. Suction of pump end exposed, noddischarge
drawdown '30" in 13 min.
2: 35 P. M. Water level back to normal height in 30 min.
2:39 P. M. ·Started pump with valve throttled to discharge 30 GPM
3:02 P. M. Drawdown, high for this period, took time to 12"
adjust discharge
3:19 P. M. Drawdown 13"
3:39 P. M. Dd. Stopped Pump 13"
TotallGallons pumped 2838
Observers: M. Victor J. Farias Two Water Samples beginning and end of trial run
o Pump test of Kapoho Dug :'le11
Feb. 4 1965
10:05 A. M. Water Level
Note rise 1 3/4" from 10: 20 A. M.2/3/65
10:09 A. M. Start Pump, rate
10:22 A. M. Drawdown
10:32 A. M. Dd.
10:54 A. M. Dd.
Water Sample #1
11:07 A. M. Dd. Water Temp. 0
78 , ambient Temp 68 0
11:48 A. M. Dd.
11:52 A. M. Change pump rate to
11:55 A. M. Dd.
12:12 1>. M. Dd.
12:36 P. M. Dd.
12:52 P. M. Dd.
1:22 P. M. Dd.
2:04 P. M. l)Dd.
2:30 P. M. Dd.
3:00 P. M. Dd.
3:30 P. M. Dd. Sample #2
4:00 P. M. Dd.
5:00 P. M. Dd.
5:30 P. M. Dd.
6:05 P. M. Dd. Sample #3
35!'-1"
29 GPM
11"
13"
14"
14"
14"
34 GPM
15"
16 3/4"
17"
17 1/8"
17 3/8"
17 3/4"
17 3/4"
17 3/4"
do
do
do
do
do
Observers: M. Victor J. Farias Vi si tors: :Mr. Thompson and Mr. FUjimoto
Chloride Test: 172 to 176 p.p.m.
o o Pump test of Kapoho Dug Well
Feb. 24 1965 9: 10 A. M. "'iater 9: 15 A. M. 9:30 9:45
10;00 10:15 10:30 10:45 11:00 11:30 12:00 P. M. 12:30
1:00 1;30 2:00 2:30 3:00 4;00 5:00 6:00 7:00 8:00 9:00
HO:OO 11:00 12:00 Feb. 25 1965 .1:00 A. M. 2:00 3:00 4:00 5:00 6:00 7:00 8:00 8;15 8:30 9:00
10:00 11:00 12:00 1:00 P. M. 2:00 3:00 3:15 3:30 3:45 4:00 4:30 4:45 5:00 5:30 6:00 6:30 7:00 8:00 9:00
level 30.32', Set pumping rate at 30 GPM. 36.19' 36.28 36.32 36.32 36.32 36.32 36.32 36.32 36.32 36.32 36.32
:36.32 36.32 36.32 36.32 36.32 36.32
do do do do do do do do do do do do do do
;:;36.10 36.10 36.27 36.32 36:32 36.32 36.32 36.32 36.32 36.32 36.21 36.21 36~21
36.21 36.21 36.54 36.54 36.54 36.54 36.54 36.54 36.54 36.54 36.54
regulating valve out of adjustment do do
__ 0 Pump tes of Kapoho Dug Well
Continued Feb. 25. 1965 10;00 P. M. Water level 36:51' 11:00 36:45 12:00 Feb. 26 1965 36.45 1:00 A. M. 36.39 2: 00 36.35 3:00 36.32 3: 30 36.32 Generator trouble Shut down pump
Two 12 hours shifts Wm. Matsubara on days J. Farias and H. Inaizuni nights.
'/later Samples were taken every 4 hours ;'n:l the chlorides 170 to 174 ppm. No particular reason can be given for the deviations in some of the readings except for tidal effect.
f o
STATE OF HAWAII WATER ANALYSIS REPORT
DIVISION OF SANITATION - DEPARnlENT OF HEALTII Hilo, Hawaii
To: Mr. Wm. Thompson, Manager Board of Water Supply County of Ha\vai i, Hi 10, Hawai i, 96720
Date: March 2, 1965
Members of the coli-aerogenes group were not found in the quantities of water examined from the samples listed below.
Date Collected: 2/2'4/65 Date Received: 2/26/6'5 Examined: 2/26/65
. :Coliforms : · . · Count : (Quant. of: :Res.Cl:Chloride Lab. .. per No. Sample From : c.c.
'401 : Kapoho Well - Sa mple No. 1 . . '402 : Ka~ho lrIell - SamEle No. 10
:H20 exam. · · :- c.c.) pH : . · . ·
.... ~-- :
. • t
· · (EPm) :
:
: ... ·
(PEm)
170
170
. . -.--... -.--;-.-.-----------:----:---~-..!...--.:...-_/,-/ . . . ------ ~.-.- .---._--- .-------------~--~~--~~--~--~
I'lMS: jk
Remarks
Sheridan P. Caceres
'''ll MAR 3 1965 Chief Sanitarian, Hawaii Distric~
,yr;:po
o ~ :.,..,. ~~(!,.t0'd")·~
STATE OF HAvrAII WATER ANALYSIS REPORT
DIVISION OF SANITATION - DEPARniENT OF HEALTIf Hilo, Hawaii
Date: r.~arch 2. 1965
To: Mr. Wm., Thompson, Manager Board of Water Supnly County of Hawaii, Hila, Hawaii, 96720
Members of the coli-aerogenes group were not found in the quantities of water examined from the samples listed below.
Date Collected: 2/26/65 Date Received: 2/26/65 Examined: 2/26/65 --~---
Lab. No. . Sample From
403 :Kapoho Well - Sample No. 21
:
· · . .
. . :
Count per c.c •
:Co li forms : : (Quant. of: :H20 exam. :- c.c.)
:
:Res.Cl:Chloride . . pH : (porn): (ppm)
. . :
. .
i'
: _./"" .- ~---.--.--:-- .. ----------------:-----:-___ ...1 __ !..-__ .!: ____ .'~
· · -.-~.-.- -- -- _.-----MNS:jk
Remarks
-------------~--~~--_L~ __ _L __ ~
Sheridan P. Caceres -,~
't J "!.,j Chief Sanitarian, Hawaii District
---- --. Xf:qO 'cC':r~ y
!;:r I"';'~;
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SAN FRANCISCO, U. S. A. No. 3elSA STANDARD SHEET FOR HORIZONTAL. DRUM LIETZ WATER STAGE RECORDERS.
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t ' j I I I I I I I T , I Ii I I I I .!.. I I
n II I r I I I I , I I I I I I, I I
+' ~ ~ " .
MANAGER·ENGINEER
W. Y. THOMPSON
COpy
(
BOARD OF WATER SUPPLY COUNTY OF HAWAII
HIL.O. HAWAII 96720
ROBERT Y. TAKAHASHI, CHAIRMAN
MAURICIO VAL.ERA, JR., VICE CHAIRMAN
JACKSON AH CHIN
KENJI AICA%AWA
CHIKARA ISHIHARA
TSUNEO KOI ICE
CHARLES K. SAKAGUCHI
ADAM N. SOUZA
HAJIME TANAKA
April at, 196'
Mr. 0.. Dav's District Geologist Geolog'.' Survey AooII '32. F'nt IR~ '14g. '100 ward A .... HOnolulv. Hawa.I 96814
0..&1" Mr. Day Is:
Attached for you ........... M4 fll •• are reports of the tut. conducted by the 90erd of wete .. Supply Oft the .-apobO Dug Wei ••
Sincerely,
.... AIIMrt T. Cftuck Nr. 'berl •• c.eres Mr. OIft LM ./
... Wllter Brings Progress ••.
< . • o Pump Test of Kapoho Dug Well
Feb. 3 1965
10:20 A. M. Water level from reference point on casing
1:52 P. M. Started Pump Discharge rate
2:05 P. M. Suction of pump end exposed, noddischarge
drawdown
2:35 P. M. Water level back to normal height in
2:39 P. M. ·Started pump with valve throttled to discharge
3:02 P. M. Drawdown, high for this period, took time to
adjust discharge
3:19 P. M. Drawdown
3:39 P. M. Dd. Stopped Pump
Tota11Ga11ons pumped
Observers: M. Victor J. Farias Two Water Samples beginning and end of trial run
35' 2 3/4"
82 GPM
:~~ -
'30" in 13 min.
30 min.
30 GPM
12"
13"
13"
2838
o o
Pump test of Kapoho Dug ~'lell
Feb. 4 1965
10:05 A. M. Water Level
Note rise 1 3/4" from 10:20 A. M. 2/3/65
10:09 A. M. Start Pump, rate
10: 22 A. M. Drawdovm
10:32 A. M. Dd.
10:54 A. M. Dd.
Water Sample #1
11:07 A. M. Dd. Water Temp. 780
11:48 A. M. Dd.
11:52 A. M. Change pump rate to
11: 55 A. M. Dd.
12:12 :P. M. Dd.
12:36 P. M. Dd.
12:52 P. M. Dd.
1:22 P. M. Dd.
2:04 P. M. DDd.
2:30 P. M. Dd.
3:00 P. M. Dd.
3:30 P. M. Dd. Sample #2
4:00 P. M. Dd.
5:00 P. M. Dd.
5:30 P. M. Dd.
, ambient Temp 680
35t-l"
29 GPM
11"
13"
14"
14"
14"
34 GPM
15"
16 3/4"
17"
17 1/8"
17 3/8"
17 3/4"
17 3/4"
17 3/4"
do
do
do
do
6:05 P. M. Dd. Sample il~3 do
Observers: M. Victor J. Farias Visitors: Mr. Thompson and Mr. Fujimoto
Chloride Test: 172 to 176 p.p.m.
Feb. 5 1965
9:20 A. M. Vlater ~eve1
Engine trouble, weak battery,
10:30 A. M. Sta.rted pwnp, discharge
10:45 A. M ' . Drawdown
11:00 A. M. Dd.
11:15 A. M. Dd.
11:30 A. M. Dd.
11:45 A. M. DDd.
12:00 P. M. Dd.
12:15 F. M. Dd.
12:30 P. M. Dd.
1:00 P. M. Dd.
1:30 P. M. Dd.
2:00 P. M. Dd.
2:30 P. M. Dd.
3:00 P. M. J Dd.
3:30 P. M. Dd.
4:00 P. M. Dd.
4:30 P. H. Dd.
5:00 P. M. Dd.
5:30 P. M. J,'-,Dd.
6:00 P. M. Dd.
6:30 P. M. Dd.
Observers: M. Victor J. Farias
Chloride Tests: 172 to 176 pp~.
o
rented battery
35' 2 1/4"
40 GPM
12 7/8"
15 3/4""
16 1/2"
16 7/8"
17 1/8"
17 5/8"
17 3/4"
17 3/4"
18 1/8"
18 5/8"
18 3/4"
19 1/4"
19 1/2"
19 5/8"
19 3/4"
19 7/8"
19 7/8"
19 7/8"
19 7/8"
19 7/8"
o o Pump test of Kopoho Dug 1,'1e11
Feb. 24 1965 9:10 A. M. Water 9:15 A. M. 9:30 9:45
10;00 10:15 10:30 10:45 11:00 11:30 12:00 P. M. 12:30
1:00 1;30 2:00 2:30 3:00 4;00 5:00 6:00 7:00 8:00 9:00
1'10:00 11:00 12:00 Feb. 25 1965 , 1: 00 A. M. 2:00 3:00 4:00 5:00 6:00 7:00 8:00 8;15 8:30 9:00
10:00 11:00 12:00 1:00 P. M. 2:00 3:00 3:15 3:30 3:45 4:00 4:30 4:45 5:00 5:30 6:00 6:30 7:00 8:00 (':00
level 30.,32', 36.19' 36.28 36.32 36.32 36.32 36.32 36.32 36.32 36.32 36.32 36.32
;-36.32 36. :;,2 36.32 36.32 36.32 36.32
do, do do do do do do do do do do do do do
Set pumping rate at 30 GPM.
c;36.10 regulating valve out of adjustment 36.10 do 36.27 36.32 36:32 36.32 36.32 36.32 36.32 36.32 36.21 36.21 36~21
36.21 36.21 36.54 36.54 36.54 36.:::4 36.54 36.54 36.54 3EJ .54 36.54
do
o 0 Pump tes of Kapoho Dug Well
Continued Feb. 25. 1965 10.00 P. 1.1. Water level 36:51' 11: 00 36 :45 12:00 Feb. 26 1965 36.45 1:00 A. M. 36.39 2: 00 36.35 3:00 36.32 3: 30 36.32 Generator trouble Shut down pump
Two 12 hours shifts Wm. Matsubara on days J. Farias and H. Inaizumi nights.
'/later Samples were taken every 4 hours cud the chlorides 170 to 174 ppm. No particular reason can be given for the deviations in some of the readings except for tidal effect.
"
XF'; . .. r0f
o STATE OF HA1rJAII
WATER ANALYSIS REPORT DIVISION OF SAlUTATION - DEPARnlENT OF HEALTH
Hi 10, Hawaii
To: Mr. Wm. Thompson. Manager Board of Water SupplY County of Ha\..raii, Hi 10, Hawai i. 96720
Date: IVlarch 2, 1965
Members of the c~li-aerogenes group were not found in the quantities of water examined from the samples listed below.
Date Received: 2/26/65 Examined: 2/26/65 Date Collected: 2/2L/65 ------:
Lab. No. Sample From
L01 : Ka poho Well - Sample
L02 : Kapoho lrIe11 - Sample
: :
No. 1
No. 10
· · :
· ·
:
Count per c.c.
:Coliforms : : (Quant. of: :H20 exam. :- c.c.) pH
:
: · -·
· ·
. .
· · :Res.Cl:Chloride
· · :
:
· · · ·
· (ppm) : (ppm)
· · · 170 · 170
· · '. ·
,-- '-""-'--~-'-'-----------:----:-__ -1-_!--_-=---__ .'/ . . . -'.--- .... '-'-'~----- -------=---=-------=----.!~--=----.:--~
Remarks
p::rn, MAR 3 1965 -'-.~ X~~O;
Sheridan P. Caceres Chief Sanitarian, Hawaii District
o " tI. f)J, .... (d."" t-~ ~ ~~~~'VV\(,X-C~t..
STATE OF HA1tJAII WATER ANALYSIS REPORT
DIVISION OF SANITATION - DEPARTJVlENT OF HEALTIf Hilo, Hawaii
To: Mr. Wm.- Thompson. Manager Board of Water Supn1y
Date: March 2. 1965
Members of the coli-aerogenes group were not found in the quantities of water examined from the samples listed below.
.Date Collected: __ 2~/_26_/_6.:;..5 __ Date Received: 2/26/65 Examined: __ 2.:.../2_6..:../_65~_
· · :Coliforms : · · Count : (Quant. of: :Res.Cl:Ch1oride Lab. No. Sample From
· 403 :Kapoho Well - Sample No. 21 :
: : : : : :
. .
per :H20 exam. c.c. :- c.c.)
: :
· · · · pH · (ppm) : (ppm) · : · · · · : 170
· : · . · . · :
: :
: /' .-----.-----.. ---------:---7---=-~---L..-- ,--. . -'.---'- ----- -_.;._---MIvlS:jk
Remarks
. . "...--------------~--~~--~~~_L __ ~
.....---'[xr~o: iC""'('''Y
'-aaNk A~~ Laboratory Administrator
t/
Sheridan P. Caceres Chief Sanitarian, Hawaii District
_ •. _-L-
AdO':)-Ot;13X
THE~~;:\. LIETZ COMPAN~:~ , -\
SAN FRANCISCO, U. S. A.
No, Se!5A STANDARD SHEET FOR HORIZONTAL DRUM LIETZ WATER STAGE RECORDERS.
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1Ir. Wl111_ t'hcapllOft ...... ~l __ 8oU4 of _u .. IUpp1y Coaa~ of &awall P. O. Box 1820 Bilo, Bavail
Deu 8111 •
.... taehed 1. • npon. OIl ithe noo_lada1:.t.OD Oil the &rveloJDD1: of Kapoho Aaf. Ito. 9.
Dan L-. aac1 DaR Davi. ooaf.ne4 OIl til ... _"and the .i:1:aahe4 report. 111 the nn11: of t.heiJ: fiD41Ap.
If you -*' ... 111 ___ 4urill9 the aoub'1lc:l1:ioa or te.i:iDg of thi. ahafi: p1._ 1.1: .. 1caow •
... db iliac.
.... 1'. CBJCIt JIu~l.f BIl91neer
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UCOIHIIIDAUOJr 08 D8RL01IIIft
of
On JIaJ:'cib 10, 1165, Daft Davia ~), IU1ce Victor aa4 DaD L_ (J)CNALD' ..... field ....... 1 .. __
of JCapoho , located ... ·the Dpoho CoM ...... pupoM of the Ulp ... to .......... father ..... lQ ••• u of the abaft, bued Oft available data. .
ErP.. au. Uc va_I" 1 ... 1, 2.6 f.t. Yi.1d, 30 ... 1.47 .t ., 40 ... 1.61 M. aa4 82 ... 4.1+ feet 61. Cblorf.&aa,
1'0 ,... 36 hotan au_ ..... pap ....... tao uaper .... , ?SOP. __ tad MteZ'ial zo ......... had Dpo1to Mh.
til' pgelg,S?p. I'OZ' add1tioaa1 water npply, iafiltatJ.oa ___ a an ... avonJt1. t!aaD ....... _ioMl _118 ••• _ of
ttbe nlaUwl,. low ... ad _abUity of the ....-u- ad ~ nlaUwl,. !al", cbl_ic1e aoa .. t (foX' pobb1e RPItly), tJae JCapoho lbaft lea4a itaelf to fa1theJ: .... 10 ..... by iaflluatloa tuaaellt OX' pJ.1erl... ... 41niav OJ: uUlla9 of ......al -*U-tlou.1 wel.1tI .t.a DOt .a ... 1&-ab1 ... aa-1.b9, fZ'Ca tIae at.a4-po"" of toUl yWc! aD4 .i ..... aaliat.ty. Bea ____ tton 11 ..,.etac! to be cc _. ill uifoa, .... tell' .............. bo AU, ~1.0Il con. fOJ: ~li1ta 0 .. Utdlehl.., ... baekfllliD9 ahou14 be ~l. to that for ctri1U., aevual _na.
c:o.pu_Uoaa IIhow that the ana of 1af11vatioD OM be .t.a .......... aaM1y 10 't.a that of tile sa--' 1tIIaf, by • 'UMI 100 I.t 1a 1eftt't1l U4 3 feet vi_. a. anal total 1eagth of blllMliag 1IO\l1C! lie c1fteZ'llilMtc1 in ~. f W4.
1Id!1t='H. ft •• ___ ted coet for ueaohin9, pnpwia9, ud o teet of iatlltntioa pl1.Z'Y to the Dpo1to ahaft
1. ",000. 'lb. .atiMt.e4 GOat for eonatnct1n9 100 feet of .11Mc! twmel I.a f12,000.
11.,-__ $':1-. It I.a .... =1 It.1l4e4 that.
1. laflluat10D ,al1.riM be ooutnct.e4 Z'athe:l' ~ c!Z'U1ia9 a44I.Uoaal w11 ••
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2. Co&i~ ... 1f1ca~1ou be prepu:e4 and bide called for with algna'tive. of t:unD8liR9 or uena1d.l19 ana baelr.fll1iD9.
3. CIeOlor1c J.Dapeftioa ud pGIIp1Jl9 t.eau be .a4e dur1ag' coutnct.1ea to ~ fiul c1eft1opuD~.
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March 5, 1965
TO: WOW
FROM: DAN
RE: KAPOHO WELL
Summary of Data -
@ 30 gpm @ 40 gpm @ 82 gpm
1.47' D.D. 1.66' D.D. 4.17'+ D.D.*
Chlorides 172 to 176 ppm 190 ppm
(BWS) (Bd. of Health)
Data Required -
+2.6+
-2.5
40.5
No log but exposed surface hard Kapoho ash.
1. Elevation of Static water level, mean sea level datum
2. Elevation of bottom of well
3. Depth of well
4. Sketch or location map of well (for files)
5. Log of well (materials encountered)
6. How much water do you need?
Comments -
*
Apparently the well can yield 40 gpm at approx. 170-190 ppm chlorides (specilc capacity - 24 gpmpfd)
Pump sucking air (4.17' is depth of pump intake below w.1.)
March 5, 1965
MEMO -TO: WOW
FROM: DAN
BE t 'KAPOHO WELL
Summary of Data -
@ 30 gpm @ 40 gpm @ 82 gpm
1.47' D.D. 1.66' D.D. 4.17'+ D.D ••
Chlorides 172 to 176 ppm 190 ppm
(BWS) (Id. of Health)
Data :Required -
+2.6+ --2.5
40.5
No log but exposed surface hard Kapoho ash.
1. Elevation of Static water level, mean sea level datum
2. Elevation of bottom of well
3. Depth of well
4. Sketch or location map of well (for files)
5. Log of well (materials encountered)
6. How much water do you need?
C01IIIlents -
Apparently the well can yield 40 gpm at approx. 170-190 ppm chlorides (spec~c capacity - 24 gpmpfd)
Pump sucking air (4.17' is depth of pump intake below w.l.)
•..
)far8 S. 1965
TO& WOli
lllOK. DAR
II, KAPOHO WILL
S ..... ry of Data -
1.47' D.D. 1.66' D.D. 4.17'+ D.D.*
ChloTide. 172 to 176 ppm 190 ppm
(IllS) (Id. of Health)
Data Required -
+2.6+ --2.5
40.5
Ie log but expoaed surfaee ur. Kapob.o •• h.
1. 11evatloa of Static water level. mean .ea l.~l datum
2. Ilevation of bottn of well
3. Depth of well
4. SbtC!i or locatt .. .., of well (fer ftle.)
5. Loa of _11 <.teri.ls e.coatereel)
6. How ach v.cer do you need?
c--.t. -
lit
App ...... tly the well caR ylelel 40 ,fa at .p, ...... 170-190 ,,. chIencle. (apeeiAe up.clty - 24 ,,.,£4)
Pump .ukl .. air (4.17' is clapth of pap iatake "low v.l.)
Karch 5. 196'
TOI WOW
S-.ary of Data -
+2.6+
Ie loa •• t GpO'" art ... laar. I..,oho •• 11.
-
1.47' D.D. 1.66' B.D. 4.17'. D.D.*
Chlort.e. 112 to 176 ,p. 190 ppa
(IWS) (Id. of "alth)
1. 11avacl_ of Static water level. __ H. 1 ..... 1 ctatua
2. 11 • .,atln of bottoa of well
3. De,tll of wl1
4. Sketa or looatl_ up of _11 (fer file.)
5. Loa of well <_urlab eacoaatere.)
6. How.ell water de you "ect' Ca.a.t. -
*
Appuntl,. tlle _11 CA yfAld 40 Spa .t .p,ra. 170-190 , .. chloride. (.,acile ..... 1t' - 24 .,.,fd)
Jump •• cklftl all' (4.17' 1. depth of pump lataka below w.l.)
_r. 5. 1965
U I UPOIlO WILL
s .... ..,. of Data -
1.47' D.tI. 1.66' B.D. 4.17'+ 1 • .0 ••
Chlorid.. 172 to 176 ppa ito pJ"I
(111$) (Id. of Uealth)
I)ata leq.11'84 -
+2.6+ --2 • .5
.. 1 .... t a,... .• !'f ... "al" lepoh. ah.
1. HI ••• llea of Statlc watel" 1 ••• 1, ...... a la .. l clatua
3. Deptll of veil
•• Skata or loc.,I .. up .f wall (fe.. fU •• )
J. Loa of _11 ( .... 1'1.18 .acoatared)
e .... ta -
.. ""a .. otly the wll caa 1tAld 40 .,.. at .,fI'OX. 170-190 ,,. old.ori". (.,.cu.« ..,a.lt, - 24 .,.,rd)
tu.p .ucklftl .11' (4.17' 1. depth of pu_, lfttlka below v.I.)
• ,
( . ,
, «
Sf ATe OF HAWAII ~:f~ iI.I\TER ANALYSIS REPORT . '." i .',.,
I' ' \ >
DIVISION OF SAlUTATION DEPARTMENT OF HEALnI " " - .. Hilo, Hawaii
~ ., " '"/ '.
Date: :~brYlry 1) . l/~?j
Tot :I r. '.'jo. rhO!'l~SO;11 ~Uj;j,d~~': Poe :"1 of .'lJ to r ~ .. ",% CQ'l':ty or liaw&U. Ulo. funtii. 90720
Members of th~ coli-aerogenes group wer~ not found in the quantities of water exarained from the samp18s listed belove \
Date Collected: 2!5!b, Date Receivech 2/9/65 Examin,c1: !. , 5 .!..( '71 (.. ,
: : :CoUforms ,\ s : t : Count :(Quant. of: sRes.CllChloric e
Lab. : I, per :H~ elC8Z11. : s : .t!Q • __ : Sample FrQII f c.e. 1- e.c.) I cH 1 (0'CI1)1 (otn)
: : I : 1 : ) {c;
__ . ,1 : : flpoho ',fell - Sample t;o. 1 : I 1 I : 19Q
: I I 1 I t ." ')M: , f.apoho ~~ell - J811~le No. 2 1 1 • · : : jI.,.',,- '....i
: 1 : · . : · . 2.:.1 1 l.s)jho ,jell - ~.>dmJ ld No. J : : : : · l<1C · : : : : : :
· : 1 1 : : ; · : t I : : : t : : · I : , · : I : : : , : : : I : : : : : : : : : : : : t : · · · t • t : · · · · ,
: : : : : : · t 1 • : : : ,
t : : r : : : f : : : : , : • t f I ----- : f I : I I ,
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~boratory AdmInIstrator Remarks
vF.rl~r Sher1:lin P. Ca~eres
Chief SanItarian, Hawaii District
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4-I<APO/-IO
•
WELL
• BOARD OF \~ATER SUPPLY
COUNTY OF HA\~AII
REPor-n ON THE KAPOHO WELL TEST
I. Drawdowns at approximately 400 GPM
2. Chloride
3. Ternoerature
4. Elevation where dralvdO\m wi II stabi lize at 400 GPM
5. Elevation where drawdown wi I I stabi lize at actual rate of 200 GPM
6. ','Je II Recharge at 400 GPM and 200 GPM
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Dear Bill,
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Maxch 9. 1964
...... ycN for: ...,1a9 •• 1af...... of ycNJ:' plaaa to explon the 9r .... wa ... ill dle .... i.'tr1ct. .. .... 'to Daft .Davia and Geo.r9. Y'Ma-9& of the V. I. _10910.1 aun.y .... 't your: plan to \1M ~ ex1.tiag t:. ... 'oo't • .t.a.eur well _r k._ Lake. ... Da"l. iaf.... \a. that:. hla ~ .. 'that GrHIl Lake ia .. r0ha4 water: ... ia all FobP11i'ty,the clta9 well DeU'Gne ....... 1 •• pan of the _ bl4y. ~f you plaa te ...... 'tthia wen, we My I1Ul the rule· ofdraiatat the pero ... watu,'. tbtt _polio Cdtex area •
.. 11. I. 8eologLaal 8U'Yey. \UIIIS.r OU' .. ,.nti .. &9x._t. 1 ..... A .. 'a ,1.' ..... 18_ n:n.yof the wate% na.uce. '., tbe ........ a too ..... ri .. the Jmowa data.D ~a ..,.tity aDd' .. Uty ., 'the _t.x n.-raea ill t.bJ... ana. .. .... ana,whiob will be __ n4 ~,tIliAt ... ooauUIlUlCe ~ will be lMNDIe4 br aliae ..... iD. f_ tilallea Vel ... _ the .... 18 bew..a Ma ... LOa ... __ ... ... 40WJl to 8110. '
a.aa Davi. iafoma _ 1:bat he w111 _ 1a Bilo .i.ther OIl Pri4ay of till. week OJ:' early aen week. Dvz1_ hi. v1.it~ he --.14 l11ce to .at. w·1thyou ... discu.. thi. _'tt.er aoacernift9 the w.ll at Gnea La1ce.
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Very -.raly you:.,
ROUTE SLIP
D
Frcm: ott;. I.Q: INITIAL
~ROBJmT T. CHUCK -r = __ WALTER (). HATSON
-
-
___ TAKEO FUJII __ .....;JAMES YOSHIMOTO ___ GEORGE YOKDrA ____ ALBERT CHING ___ ,HONG FONG CHANG ___ J,ANE SAKAI ___ DORIS HAMADA ___ J,EAN TANAKA
'lnr:K'.e Shiraishi ---___ Jan1 ce Horimoto
lID DEVELOPMENT
PLEASE:
~TI<1i _REVIEl-1 & CONMENT ~ATE & REPORT
REPLJ., _ACKNOWLEDGl!: ~CEIPl' _TYPE DRAFT -J- COPIES
TYPE FINAL ~/ --cc TO~_<_/ ______ _ ._}1AIL
POl} JOUR: // APPROVAL
_________ ",.4"" / ~SIGNATURE
/' _INFORMATICM --- ----_,,1-#-~.
." • MANAGER·INGINIU
W. Y. THOMPSON KENNETH A. WONG. CHAIRMAN
HERBERT C. SHIPMAN. VICE CHAIRMAN
KENJI AICAZAWA
Mr. Robert T. Chuck Manager-Engineer
BOARD OF WATER SUPPLY COUNTY OF HAWAII
HILO. HAWAII
Division of Water and Land Development P. O. Box 373 Honolulu, Hawaii 96809
Dear Bob:
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CHI KAllA IIHIHAIA
TSUNEO KOIKE
JOHN N. SMITH
ADAM N. SOUZA
HAJIME TANAkA
MAURICIO VALERA. JR.
n . "l. ,- . r. 6
We are considering further exploration for ground water in the Puna District under the Puna Ground and Surface Water Development appropriation. The site we have selected is near the Green Lakes Hills. There is presently a hole approximately 10' in diameter and 20' deep. We have been told by the oldtimers there that this well was in use many years ago. There are, however, no records available to substantiate its use. Enclosed is a map showing the location.
We feel that the cost of this project is relatively small and hence would like to proceed with it as soon as possible. We are planning to ask our Board for authorization at its next meeting. In the meantiae, we would like very much to have a member of your staff visit the site.
AF Enc.
We would also appreciate any comments from you.
Sincerely,
wW~ Manager-Engineer
. .. Weter Brings Progress .•.
·A.A ... ·I •••• II. W. Y. THO ... SON
COpy
HI'. Robert T. Chuck Haa .. er-Ia,laeer
BOARD OF WATER SUPPLY COUNTY OF HAWAII
HILO. HAWAII
Dlvlalon of Water and Laad Davelo,..at P. O. Box 373 Honolulu, .awall 96809
Deal' Bobl
KENNETH A. WON., CHAII.AN
HEnUT C. SH".AN. YICE CHAII.AN
IIINJI AKAZAWA
CHI KAllA IIHIHARA TSUNEOIIOIU
JOHN N ••• ITH
ADA. N. SOUZA
HAJIME TANAKA
MAU.ICIO YALlIA, JI.
March 4, 1964
We are co.alderla, further .. ploratlo. for around vater in the Puea Diatrict under the Puna Grou84 ... Surface Water Develo,..at appropriatlon. The alte we have aelected la aear tbe Gree. Lakea Blila. There 1. preaently a hole approzl .. tely 10' la .1..-ter ead 20' d •• p. We bave been told by the oldtl .. ra there that thia veil waa 1a uae .. ay y.ara a.o.There are, however, ao recorda a.allable to aubateatlate ita u.e. lacloaed ia a .. p showlaa tbe locatlon.
We f.el that the cost of this project i. relatlvely ... 11 an' hence would like to proceed wlth it a. aoOD as poeeible. We are pl ... inl to a.k our Board for authorlaatlon at ita neat .eUal. In the .. aatl_, we would Uke very much to bave a ..abel' of your ataff vieit the .ite.
Al Inc.
We would alao appreclate any coaaenta fro. you.
Siacerely,
W. Y. ThOlap. Haaa.er-Iaai.e.r
. , . Water Brings Progress ••.
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