higp · 2012. 6. 14. · o checklist ~ll construction permit pump installation permit well name or...

o CHECKLIST

~LL CONSTRUCTION PERMIT PUMp INSTALLATION PERMIT

WELL NAME or LOCATION: PUU.~LL .5h4./loh) &~. ISLAND:_-H-4-J.I!I,(,MIoIu)UIIot'J+li __ _

WELL NUMBER: 6 337-- 0 2-- Tax Map Key: _______ _

v. LANDOWNER: j r II Firm Name, __ ~·~~~~f~q~'~i-·,~~~W~~~j,L·-----Contact per~n ______________ __ Address ______________________ _

Phone ____________________________ _ Ph on e. ________________________ __

Date application received .............•......... __ ~~~-~I~,~7_1-~ __ __ ~te acknowledged receipt/request more info .••.. __ ~~~/3~1~~~ ______ __

Date application accepted ...•......•.•.•........ ________________ _ Suspense date (90 days) .......•......•......•... ____ ~rr.~-------Date filing fee deposited ....................... ____ ~~~l=~~-------

~pplication sent to following: Date Comments received

Dept. of Hawn Home Lands Dept. of Health O(fice of Hawn. Affairs State Hist Pres Div ~ Dept/Bd of Water Supply Sierra Club L. D. F. *eela~ea NB #29 (Oaft~ Dept.Pub. Wrks (Hawaii) ____ f_' __ _

~f#iE~il~V". ,,-Date agenda due ....•..•.•.•........•...•.•...... ~~~~~Z Date submittal due ...................•..•....... .s::Jt'7- 'IZ Date submittal sent to applicant ................ ______ ~ ________ __

Date application approved or disapproved •.• ________________ __ Date applicant notified of decisIOn ....•....•... ________________ __

REMARKS: [.L t I',w (Llvl , 11 A!A1' ~j

PROJECT ARE~

Puukap.J Shallow Expl.

(Well No. 6337-02)

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o Q United States Departn1ent of the Interior

GEOLOlaCAL Sll{VEY

WATER RESOURCES DIVISION 677 Ala Hoana Blvd., Suite 415

Honolulu, Hawaii 96813

June 21, 1993

Hr. Hanabu Tagomori, Hanager and Chief Engineer State of Hawaii Department of Land and Natural Resources Division of Water and Land Development P.O. Box 621 Honolulu, Hawaii 96809

Dear Hr. Tagomori:

Enclosed are the results of our analyses of a water sample collected on April 05, 1993, from Well 8-6337-02, Puukapu Shallow Well, Waimea, Island of Hawaii.

The data will be stored in our National Water Information System, a distributed water information data base in which data can be accessed over a network of minicomputers by all U.S. Geological Survey offices throughout the United States. All of the information is provisional and subject to revisions.

Please contact us if you have any questions.

Enclosures

Sincerely,

William Heyer District Chief

- •

o o SITE ID: 200325155374001 LAB ID NO.: 1160159 PROJECT: 471500200 STATION NAME: 8-6337-02 PUUKAPU SHALLOW WELL, WAIMEA DATE: 04-05-1993 AT 0905, COLLECTED BY MITCH OHYE, DOWRH, STATE SAMPLE COST: $549.00 NO. PARAMETERS: 46

PARAMETER NAME UNITS VALUE TURBIDITY (NTU) 8.2 PH, WH, LABORATORY (STANDARD UNITS) 7.6

COMPUTED HARDNESS TOTAL (MG/L AS CA03) 26 CALCIUM DISSOLVED (MG/L AS CAY 6.7 MAGNESIUM DISSOLVED (MG/L AS MG) 2.2 SODIUM DISSOLVED (MG/L AS NA) 7.3

COMPUTED SODIUM ADSORPTION R. (RATIO) 0.6 COMPUTED SODIUM, PERCENT PERCENT 38.

POTASSIUM DISSOLVED (I1G/L AS K) 0.9 CHLORIDE DISSOLVED (MG/L AS CL) 6.2 SULFATE DISSOLVED (MG/L AS S04) 1.3 FLUORIDE DISSOLVED (MG/L AS F) < 0.1 SILICA DISSOLVED (MG/L AS SI02) 23. ARSENIC TOTAL (UG/L AS AS) < 1. BARIUM DISSOLVED (UG/L AS BA) 2. BARIUM TOTAL (UG/L AS BA) < 100. BERYLLIUM TOTAL (UG/L AS BE) < 10. CADMIUM TOTAL (UG/L AS CD) < l. CHROMIUI1 TOTAL (UG/L AS CRY < l. COBALT DISSOLVED (UG/L AS CO) < 3. COBALT TOTAL (UG/L AS CO) < 1. COPPER TOTAL (UG/L AS CU) < l. IRON TOTAL (UG/L AS FE) 690. IRON DISSOLVED (UG/L AS FE) 350. LEAD TOTAL (UG/L AS PB) < 1. MANGANESE TOTAL (UG/L AS MN) 10. I1ANGANESE DISSOLVED (UG/L AS MN) 8. MOLYBDENUM DISSOLVED (UG/L AS 110) < 10. MOLYBDENUM TOTAL (UG/L AS MO) < 1. NICKEL DISSOLVED (UG/L AS NI) < l. NICKEL TOTAL (UG/L AS NI) 2. SILVER DISSOLVED (UG/L AS AG) < 1. SILVER TOTAL (UG/L AS AG) < 1. STRONTIUM DISSOLVED (UG/L AS SR) 140. VANADIUM DISSOLVED (UG/L AS V) < 6. ZINC TOTAL (UG/L AS ZN) 70. ALUMINUM TOTAL (UG/L AS AL) 150. ALUI1INUM DISSOLVED (UG/L AS AL) 30. LITHIUI1 DISSOLVED (UG/L AS LI) < 4. LITHIUI1 TOTAL (UG/L AS LI) < 10. SELENIUM DISSOLVED (UG/L AS SE) < l. SELENIUM TOTAL (UG/L AS SE) < l. RESIDUE DIS 180C MG/L 63.

COMPUTED DISSOLVED SOLIDS SUI1 MG/L 70. MERCURY, TOT.REC. UG/L AS HG < 0.1 SPECIFIC CONDUCTANCE MICROSIEMENS/CM,LAB 96. ALKALINITY MG/L AS CAC03 36.

.. o o

continue.-- page 2

SITE ID: 200325155374001 LAB ID NO.: 1160159 PROJECT: 471500200 STATION NAME: 8-6337-02 PUUKAPU SHALLOW WELL, WAIHEA DATE: 04-05-1993 AT 0905, COLLECTED BY HITCH OHYE, DOWRH, STATE SAMPLE COST: $549.00 NO. PARAMETERS: 46

CATIONS, DISS (HG!..L) (HEQ!..L) ANIONS, DISS (HG!..L) (HEQ!..L2 CALCIUH, HGIL 6.700 0.335 CHLORIDE, HGIL 6.200 0.175 HAGNESIUH, HGIL 2.201 0.182 SULFATE, HGIL 1.300 0.028 SODIUH, HGIL 7.300 0.318 ALKALINITY, LAB 36.000 0.720 POTASSIUH, HGIL 0.901 0.024 IRON, UGIL 350.000 0.019 HANGANESE, UGIL 8.000 0.001

TOTAL 0.876 TOTAL 0.922

PERCENT DIFFERENCE = -2.56

o State of Hawaii COMMISSION ON WATER RESOURCE f.1ANAGEMENT

Department of Land and Natural Resources Division of Water Re.ource Management

4'i!:.-1r\~4-\ di, . (;1 .; 1\ iLl :-

A. STATE WELL NO. 6337-02 WELL ~AME Pv"K4PY Sb4U6"';'~«J,.vJKN'16NT ~Qfflg:,. B. T AX MAP KEY WK SuI.,,,. 6 .. ; .. t:>/: V C. D. E. F. a.

H. I.

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DRILLING OR PUMP INSTALLATION CONTRACTOR ~~LIa..ua:.......A.~"&':'''';''''''&..&&I~-=~~''''-~;;;'''''....::&~~

TYPB or RIG Wg/Ccr" N«r SplltlJet DATI OF WELL COMPLETION " .. " - ?K aROUND ELEVATION (m.1) O~O . ft.!"

Height of dri1l1ng pl.tform .bove un .urf.ce AI, tt. Top ot Drtninr Plattorm m. tt. /.~

Bench mark and method u.ed to determine rround em. on'_--:--:-_-r-~ ft.

TOTAL DEPTH OF WELL BELOW GROUND So'S p}4fJtVl" b4Gk To .J"SS HOLB SIZE: )Cf inch di •• from Q ft. to ~~S ft. below ground

inch dia, trom ft. to ft. below Il'0und ----·inch di.. trom tt. to ft. below ground

CASING INSTALLED:

~ in. I.D. x .l]~ tn. wall .oUd .ectlon to n'saS tt, below ground in. I.D. x ::::I'iI: tn. wallperfor.ted .ectiontO .., S.I.Sft. below ground

ype of perforation __ .. $ ... J.;a:b~t:tc~ .... !L ___________ _ ANNULUS:

Grouted from Q ft. to I 7 ) ft. below ground Gr.vel packed from Ito ft. to '(SA ft. below ground

PBRMANENT PUMP INSTALLATION: }I!! Pump type, make, .erial NO'=-=--=-_I..~y.L-...:I'f __ r....-__________ Capacity ___ gpm Motor type, H.P., volt.ge, r.p.m. Depth ot pump int.ke .etting --'7.In~. ""I6~e~lo~w~------w"'h-rlc-rh~elr-ev"""'."Ttt~o"""'n.,.t • .,..--_-_-~~~::::.~rrr-t. Depth of bottom ot airline n. below _____ which elev.tion 1. ft.

PROPOSED USE N. INITIAL WATER LEVEL D.te and time of mea.urement ..::;J.;A,eIW _____ , ?:YS ",/If O. INITIAL CHLORIDE pp~; . Date and time of .ampling , ___ _

P. PUMPING TESTS: Reterence point (R.P.) u.ed: '4,s""~ which elev.tion 1. 306~ttt. Date .... "J../i:.1../7...:J................................ -Date ............................................................ . Start water level ..... ~1.s.A.1. ............ ft. below R. P. Start water level ........................................... ft. below R. P. End water level ....... ~J.., .. 1 ........... ft below R. P. End water level ............................................. ft. below R. P. Depth of well ........... .$.5 ................... ft below R. P. Depth of well ................................................. ft. below R. P.

ElaHsed Rate Draw· CI· Temp. EIIHSed Rite Drlw- CI. remp.

y..~y.r. t:~~.Y.s... ..~~!... ~i2~!~~ ... ~~~~~.. .';'~"!i.Y ........ ~~~ t~ 1.;.rJ.::: to I.(!.;.Y.J.. ...s.~.... ..1]........ .............. . ..... 1. .... . ............ , to .. LA T I TU DE 20 03 25 l~f.Y.S. .. to .1I.:;Y..$. ..... S.L .... 1l'...J... .............. ............. .. ............ to .. LONGITUDE 155 37 40 J!.~.r..s ... to l.2..if.$.. ..S.y..... .l.''l..~J... .............. ....... ..... .. ............ to .. /~;r.J ... to ~!~~ ...... SJ. ..... . tt,,"-... .............. ....... ..... .. ............. to > WELL NO. 6337 -02 $. .. tS .... to ....... '.$..... . .. S,l...... . ,,,,,)S. .............. .............. .. ............ to- .............. .............. .............. .............. .. .......... ..

Q. CRILLER'S WG: Water Level . Water Level

... .o..~"::' .. ~~.... .:~.~.td.~:.~ .. ~:';~:.~... . ... ~.... ..1..7.l~·='.1~.U.. /):';~"7i:~'"ii.ii")f;.r}';"'"

.. .3.q ... : to .. ..1........ .t;..l~ .. CfMJ. .... ~l!.tt ... l(!.~... .. .. 0.... .l~lj ... to ~~7...... .l>.sH.l~ .... bJ.f#·<; .. d~· ............. . ............ . .. .zJ~ ...... to .. ¥1l) ...... 1·f1: ... ItlP.k~ ... ,.(I~.kq.~.... .. ... ;:........ .1.1.7..::. to osJ~ .... ~~,.. .. ..str.. :r.:.......... ..iSJ.. .. ·/l1.o

..... o/.L ... to . .s.~ ..... .. r:.hl." .... GtKH!. ... ~N.{fLt. .. ..... ;:...... .~/.s .... to .~. .. ... <:'fi.t l'J ............ b!f~1i""'" .~

.. J~ .... to .. h.,S.... . .!:.H.f.c .... '[(f~ .... 8r"rfl.(/,. . ., ......... .:,:... .~.1~ .. to .~.3.;l.. ./)Cfftk.&:~.. ·7/.J.~1"·"" ... ~~ ;..J~

.. c$ ..... to .. 1"(2.... r.1f.rc ... ,.r.~ .. b.s.tI''' .. ~r!ft.1u~........ .~3.,¢I .. to ';"t.t:>... '~: .. t:«tJ. ... fM. . ... ~I'$~t. . I.

.1I.t2 ...... to .. La..~ ... ~.IJr..lWIt.!i.~II. .. f.ff.ft.(..~ .... ''':';... .;..'1~ ... to j.l..s. ..... J,l.1t:...;.... ~ ... /ttf .. (lJ.(",'A~CJ .... . ~... ~)

.1.3).. .... to .1A6 ..... .J.<!~,! ... r.~ ..................... ~) ..... ~..... ..liS .. to .3.:1.1. ... ~.bI"~~ .... tI.A . ;~ ...... ,..l.s

.l~.e .... to 1.v,(2. ..... J.~ff: .. pll.lt?~ . ..~li)'r.rf.~ ..... ::.:.:.... .3.1" ... to .1.f.'.3.. .... ~"FP'''~!..:tA N.·~·c:'-!..L"1 .. · .. iU

.l..Y.<? .... ..to .1.,s.2. ... s.Q.1M:t: ..... ~,.f.:h. .... ~f",.~<NJ.I.e.k.~........ ..lY;{ .. to .~~ ... <P.I.~k .. f..~... .~ .. .., .. w~ ... ., ~

./S).. .. :. to 1..7..':A ... .Ib::.'!!.tt .... 1S.fUlJ.tr. ................ ..... ~.... ..31P. .. to .rl.I.. ............ .s.a~:(':................................ . ... "". . REMARKS: .. w..~Jt... ... Jw.JI.S ....... (),.I~,.~" .... _k ...... 7f). ..... 3..SS ............................................................................... .

Submitted by (print) A(lrt?o {tan/s(.n

Signature G AAh1 ;;? ~

Title ~tKt TYltPfu<i Well j)tI"'~ D.te._A':.....I....F-IO.L.Lrl.!.-/--400~~O~-t../..&-9,~7 __ $ __

•

JOHN WAIHEE

GOVERNOR OF HAWAII

c

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF WATER AND LAND DEVELOPMENT

Mr. William Meyer District Chief U.S. Geological Survey Water Resources Division 677 Ala Moana Blvd., Ste. 415 Honolulu, Hawaii 96813

Attention: Mr. Jim Eychaner

Dear Mr. Meyer:

P. O. BOX 373

HONOLULU, HAWAII 86609

APR 13 1993

Water Sample. Puukapu Shallow Well 6337-02. Hawaii

KEITH W. AHUE. Chairperson

BOARD OF LAND AND NATURAL RESOURCES

.DEPUTIES

JOHN P. KEPPELER. II DONA L. HANAIKE

AQUACULTURE DEVELOPMENT PROGRAM

AQUATIC RESOURCES CONSERVATION AND

ENVIRONMENTAL AFFAIRS CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES' FORESTRY AND WILDLIFE HISTORIC PRESI:RVATION LANO MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

Transmitted under separate cover to Mr. Eychaner of your office is a one-gallon water sample taken on April 5, 1993 from the Puukapu Shallow Well.

We would appreciate your running the usual chemical analyses and forwarding us a copy of the results as soon as they become available.

•

MO:ko

o o April 9, 1993

MEMORANDUM FOR THE RECORD

FROM: Glenn Baue~ SUBJECT: Pump Test Results and Development of the Puukapu

Shallow Well (6337-02), Waimea, Hawaii

The following memorandum is a summary of the long-term and step-drawdown pump test results and future development of the Puukapu Shallow well.

Background

The Puukapu Shallow well was drilled to capture a perched water source that was noticed during the drilling and subsequent video logging of the Puukapu Deep well that was completed in 1988. The video log showed what appeared to be a developable quantity of water entered the well bore at a depth of approximately 220 feet.

A packer test was performed on the deep well to establish that two different water bodies existed. Measurements in the deep well placed the water table of the upper water body at a depth of 280 feet. The depth to the bottom of the perched layer was determined to be 385 feet.

Mobilization and drilling began on November 2, 1992 by Impact Drilling Company. Drilling continued to a depth of 365 feet. I logged the rock cuttings on February 25, 1993. No further drilling occurred after this date.

The relation of the water level with depth in the well was monitored by the driller. He reported first encountering water at depth 220 feet. The water rose slightly to a depth of 215 feet. When drilling reached a depth of 342 feet the water level dropped to 225 feet. The water level declined further to 235 feet when the well reached a depth of 360 feet, and remained so until drilling ended at 365 feet.

At this point it was decided to run a bailer test in the uncased hole to determine a preliminary hydrological parameters. The test was performed on March 5, 1993. After 30 bails of 57 gallons each (~39 gpm) were removed in 44 minutes, the recovery was measured for 100 minutes. Recovery was relatively slow, regaining only about 9 feet of the total drawdown of 12 feet. This test was done prior to surging. The water level at the beginning of the bailer test was 244.2 feet below the top of the conductor pipe.

A preliminary step-drawdown test was then run on March 16, 1993. The well was uncased. The 150-HP submersible test pump proved to be much to large for the small quantity of water needed

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

o o to run the test. The first rate started at 500 gpm until the control valve could be shut to bring the rate to 49 gpm. Four rates were completed. The last two pump rates of 61 and 70 gpm did not stabilize. Hach Kit analysis of the water indicated at chloride value between 5 and 10 ppm. The static water level at the beginning of the test was measured at 250.5 feet below the top of the conductor pipe.

The continuing drop in the water level from 235 feet on February 25 to 250.5 feet on March 16 was a concern. At this time the decision was made to backfill the well with a 1:1 grout/sand mix. From March 17-19, 17 bags of cement and sand were placed at the bottom of the well using the bailer. The bottom 12.4 feet of the well was plugged off. The depth to the water table rose to 235.8 feet when measured prior to the longterm test on March 29. The well was then cased with solid casing and screen.

Long-Term PUmp Test

The long-term pump test began at 0845 on March 29, 1993, and ended at 0845 on April 3, 1993. The driller used a 25-HP submersible test pump, which proved to be very satisfactory. The pump was set at 343.2 feet from the top of casing (TOC). The airline was set at 336 feet TOC. From the preliminary stepdrawdown test, a long-term rate of 50 gpm was chosen. See attached test results.

This rate was maintained for 7200 minutes (5 days) with a stable drawdown of 25 feet. Slight variations in pump rate caused minor changes in the measured drawdown. The stable drawdown was reached after 4500 minutes (3.1 days). An airline and water level sounder were used to measure drawdown. Temperature remained constant at 18 0 C (64.4 0 F) throughout this test and the step-drawdown test.

Step-Drawdown Test

The step-drawdown test was performed on April 5, 1993. The static water level was measured at 238.01 feet below TOC. All drawdown measurements were accomplished with a water level sounder. See attached test results.

Four pump rates were run for an hour each. The rates were 32, 51, 67, and 100 gpm. Drawdown of each rate at the end of the hour was 10.71 feet, 17.41 feet, 22.81 feet, and 74.89 feet respectively. As can be seen in the attached test results and graph, the first three rates indicated slow stabilization of drawdown, while the 100 gpm rate was clearly over pumping the aquifer. After 35 minutes into the last rate, water level dropped quickly. However, there is no indication in the longterm test that a boundary was reached. The precipitous drop in water level may be due to a layered aquifer that yields less water below a drawdown of 44 feet.

o o Analysis of Pump Test Data

Use of the step-drawdown test data can separate out aquifer drawdown, s" from total drawdown, Sy, which also includes well losses due ~o turbulent flow at the well face, or sb. Hence drawdown equals:

where

therefore

Sy = total drawdown

sa = aQ or drawdown in the aquifer where g is a constant and Q is pumpage

sb = bQ2 or drawdown caused by turbulent flow near the well where b is a constant and Q is pumpage -

Sy = aQ + bQ2 (2)

To determine the aquifer drawdown, the proportionality constant a must be solved for. There are several techniques for determining g. Solving Equation (2) simultaneously using data obtained from the step-drawdown test yields a = 0.35. The same result is obtained graphically where g becomes the y-axis intercept, when solving the equation

Sy/Q = a + bQ (3)

for different values of Q and s. Figure 1 is a plot of the drawdown data versus time for the step-drawdown test.

The long-term test drawdown has been corrected by multiplying the well drawdown by a factor of 0.35. The result gives the drawdown in the aquifer and eliminates turbulent flow losses at the well bore. Using values obtained from the longterm test data, a log-log plot, Figure 2, of corrected drawdown versus time is constructed. Drawdown data greater than 10 minutes into the test follows the Theis curve. Using the curvematching technique to solve for transmissivity T in the Theis Equation (refer to Figure 2 match point)

T = Q/47rs' W(u) (4)

Where Q = 52 gpm or 10,010 ft3/d

s = 7.9 ft

W{u) = 10

o Q

substituting these values into Equation (4) yields

T = 10,010/4~(7.9)·10

T = 1008 ft2/d

A value for the storage coefficient, S, could not be obtained because an observation well was not used during the pump test. Since the water level rose in the well bore when first encountered at 220 feet, an artesian condition probably existed initially. A general formula for S under confining conditions is

(5)

Where

m = thickness of the aquifer taken at 115 feet (353 - 238 = 115)

Therefore

S ~ 10-6.115

S ~ .0012 rounded to .001

Using the Theis Equation, drawdown, s, can be calculated for any distance from Puukapu Shallow Well at any time. In order to calculate drawdown from the Theis Equation, y must be calculated.

Where

u = r 2S/4Tt (6)

r = distance from the well in feet

S = the Storage coefficient

T = transmissivity in ft2/d

t = time in days

To evaluate the effects of long-term pumping by the Puukapu Shallow well on the water level in the perched aquifer, and to locate an additional well that will be minimally affected by pumpage, the following table predicts aquifer drawdown, s, at 500 and 1,000 feet from the pumping well after 10, 100, 1,000, and 10,000 days using values of y calculated from the test pump data and W(u) from the well function tables. Table 1 assumes steadystate conditions, that is, the pump is never shut off and the aquifer does not have a chance to recover.

o o TABLE 1

r = 500' r = 1,000' Time u W(u) s(ft) u W(u) s(ft)

10 6.2x10-3 4.51 3.56 2.5x10-2 3.14 2.48 100 6.2x10-4 6.81 5.38 2.5X10-3 5.42 4.28 1,000 6.2x10-s 9.11 7.20 2.5x10-4 7.72 6.10 10,000 6.2X10-6 11.41 9.02 2.5x10-s 10.02 7.92

If the Puukapu well is pumped continuously for 100 days, then the aquifer drawdown must be added to the drawdown induced by any additional well drilled into the same source. Obviously, any additional well should be drilled as far as possible from the existing well to limit the total drawdown in the aquifer. Assuming the same values for Q, T and S for any new well, then the aquifer drawdown will be doubled.

Development of Puukapu Shallow Well

From the above discussion and results of the pumping tests, it is clear that the Puukapu Well is capable of producing at least 50 gpm, but not more than 65 gpm. Any attempt to pump more than about 75 gpm will cause the drawdown to drop very quickly.

Therefore, I recommend that a small capacity pump, rated not more than the expected yield, should be installed near the bottom of the well.

Additional Wells

A new shallow well could be drilled near the reservoir which is approximately 2,000 feet from the existing well. At this distance the expected aquifer drawdown from a 100 days of pumping the Puukapu well is about 3.2 feet.

Any new well must be considered exploratory, since we do not know the extent of the perched aquifer. Prior to drilling an additional well, a test hole could be drilled near the reservoir. An additional pump test could be run at the Puukapu well to provide a more precise value for S. If S is found to 0.01, then the aquifer drawdown produced by the cone of depression will be reduced accordingly.

If the perched source extends throughout the Waimea Plain area, then small capacity shallow wells could be drilled to supply relatively cheap water for irrigation and drinking.

0 Q

PUUKAPU SHALLOW WELL LONG-TERM PUMP TEST

March 29-April 3, 1993

Date/Time Elapsed Drawdown Corrected· Rate Time (min} (tt} Drgwgown (ft} (9:gm)

3/29/93 0846 1 4.05 1.42 53 0848 3 5.78 2.02 0849 4 6.93 2.43 0850 5 8.09 2.83 0851 6 8.67 3.03 0852 7 9.59 3.36 0853 8 10.40 3.64 0854 9 10.98 3.84 0855 10 11.55 4.04 0856 11 12.13 4.25 0901 16 13.29 4.65 0905 20 13.86 4.85 53 0910 25 14.21 4.97 0915 30 14.67 5.13 0925 40 15.13 5.30 0935 50 15.60 5.46 0945 60 15.60 5.46 0955 70 15.83 5.54 1005 80 15.83 5.54 1015 90 17.33 6.07 55 1025 100 16.98 5.94 1045 120 16.98 5.94 1105 140 17.33 6.07 1125 160 17.33 6.07 1145 180 18.37 6.43 1205 200 18.14 6.35 50 1305 260 19.53 6.84 1405 320 19.98 6.99 1505 380 19.75 6.91 1605 440 19.75 6.91 1705 500 19.98 6.99 1745 540 19.75 6.91 48 1845 600 19.75 6.91 1945 660 20.91 7.32 2045 720 21.84 7.64 53 2145 780 20.68 7.24 2245 840 22.07 7.72 2345 900 21.84 7.64 3/30/93 0045 960 22.07 7.72 0145 1020 21.84 7.64 52 0245 1080 22.50 7.88 0345 1140 22.30 7.81 0445 1200 22.50 7.88 0545 1260 22.30 7.81 0645 1320 22.50 7.88 0745 1380 22.50 7.88 52

0 0

Date/Time Elapsed Drawdown Corrected* Rate Time (min) (ft) Drawdown (ft) (gpm)

0845 1440 22.50 7.88 0945 1500 22.75 7.96 1045 1560 22.75 7.96 52 1145 1620 22.30 7.81 1245 1680 23.20 8.12 1345 1740 23.33 8.17 53 1445 1800 22.75 7.96 1545 1860 23.20 8.12 1645 1920 22.75 7.96 1745 1980 22.50 7.88 50 1845 2040 22.50 7.88 1945 2100 22.30 7.81 2045 2160 22.30 7.81 51 2145 2220 22.30 7.81 2245 2280 23.20 8.12 2345 2340 23.68 8.29 3/31/93 0045 2400 23.90 8.37 52 0145 2460 24.37 8.53 0245 2520 23.90 8.37 0345 2580 24.60 8.61 52 0445 2640 24.60 8.61 0545 2700 24.37 8.53 51 0645 2760 24.10 8.44 0745 2820 24.10 8.44 0845 2880 24.49 8.57 0945 2940 24.60 8.61 53 1045 3000 24.70 8.65 1145 3060 24.49 8.57 1245 3120 23.90 8.37 1345 3180 24.10 8.44 51 1445 3240 24.60 8.61 1545 3300 24.60 8.61 1645 3360 24.60 8.61 52 1745 3420 24.60 8.61 1845 3480 24.60 8.61 1945 3540 24.60 8.61 2045 3600 24.60 8.61 50 2145 3660 24.60 8.61 2245 3720 24.60 8.61 2345 3780 24.60 8.61 4/1/93 0045 3840 24.60 8.61 51 0145 3900 24.60 8.61 0245 3960 24.60 8.61 0345 4020 24.80 8.68 0445 4080 24.60 8.61 51 0545 4140 24.80 8.68 0645 4200 24.80 8.68 0745 4260 24.80 8.68 0845 4320 25.06 8.77 52

0 Q

Date/Time Elapsed Drawdown Corrected· Rate Time (min) (ft) Drawdown (ftl (gpm)

0945 4380 24.80 8.68 1045 4440 25.06 8.77 1145 4500 25.06 8.77 52 1245 4560 25.06 8.77 1345 4620 25.29 8.85 1445 4680 25.29 8.85 1545 4740 25.29 8.85 1645 4800 25.29 8.85 1745 4860 25.41 8.89 1845 4920 25.41 8.89 54 1945 4980 25.29 8.85 2045 5040 25.77 9.02 53 2145 5100 25.77 9.02 2245 5160 25.77 9.02 2345 5220 25.41 8.89 4/2/93 0045 5280 25.41 8.89 52 0145 5340 25.77 9.02 0245 5400 25.29 8.85 0345 5460 25.10 8.79 0445 5520 25.29 8.85 0545 5580 25.10 8.79 0645 5640 24.80 8.68 51 0745 5700 25.10 8.79 0845 5760 25.29 8.85 0945 5820 25.41 8.89 1045 5880 25.29 8.85 52 1145 5940 25.10 8.79 1245 6000 25.29 8.85 1345 6060 25.10 8.79 1445 6120 25.41 8.89 1545 6180 25.52 8.93 1645 6240 25.52 8.93 1745 6300 25.52 8.93 52 1845 6360 25.52 8.93 1945 6420 25.52 8.93 2045 6480 25.52 8.93 2145 6540 25.52 8.93 2245 6600 25.77 9.02 50 2345 6660 25.90 9.07 4/3/93 0045 6720 25.77 9.02 0145 6780 25.90 9.07 51 0245 6840 25.90 9.07 0345 6900 25.90 9.07 0445 6960 25.90 9.07 0545 7020 25.90 9.07 0645 7080 25.90 9.07 0745 7140 25.77 9.02 0845 7200 25.77 9.02

o Meter at end of test: Meter at start of test: Total gallons pumped:

Average pumping rate:

01257200 00885378 00371822

52 gpm

o

*Corrected drawdown is the drawdown in the aquifer after after well losses are subtracted out.

Time

0828 0831 0832 0834 0835 0836 0837 0838 0839 0840 0841 0842 0847 0852 0857 0902 0905 0912 0922 0931 0932 0933 0934 0935 0936 0937 0938 0939 0940 0941 0942 0947 0952 0957 1002 1012 1022 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040

o PUU KAPU SHALLOW WELL

STEP-DRAWDOWN PUMP TEST April 5, 1993

o

Depth to Water {ftl

Drawdown {ftl

Rate (gpm)

238.01

241.25 242.17 242.30 242.63 243.08 243.67 244.25 244.70 245.00 245.15 246.28 246.98 247.32 247.62

247.98 248.39 248.72

251.20 251.60 252.05 252.48 252.77 252.97 253.11 253.30 253.43 253.87 254.15 254.49 254.68 255.02 255.28 255.42

255.90 256.89 257.34 257.56 257.72 257.90 258.05 258.18

3.24 4.16 4.29 4.62 5.07 5.66 6.24 6.69 6.99 7.14 8.27 8.97 9.31 9.61

9.97 10.38 10.71

13.19 13.59 14.04 14.47 14.76 14.96 15.10 15.29 15.42 15.86 16.14 16.48 16.67 17.01 17.27 17.41

17.89 18.88 19.33 19.55 19.71 19.89 20.04 20.17

31

32

33

32

51

51

50

67

Remarks

static start test

Gallon sample

change rate Adjust rate

Temp = 18°C

Change rate

.. _ ... _ ...•. -._ .. _------------_. _.-

0 0 Time Depth to Water Drawdown Rate Remarks

(ftl (ftl (gpm)

1041 258.32 20.31 1042 258.42 20.41 1047 258.76 20.75 1052 258.98 20.97 1057 259.25 21.24 66 1102 259.50 21.49 1112 260.10 22.09 1122 260.49 22.48 1131 260.82 22.81 1132 change rate 1133 262.54 24.53 103 1134 265.48 27.47 1135 267.24 29.23 1136 268.77 30.76 100 1137 269.62 31.61 1138 270.33 32.32 1139 271. 00 32.99 1140 271. 72 33.71 1141 272.44 34.43 1142 273.11 35.10 1147 277.67 39.66 1152 281.53 43.52 1157 282.26 44.25 1202 292.23 54.22 Boundary 1212 300.83 62.82 1222 308.20 70.19 95 1231 312.90 74.89 1232 End test

Meter end: 01271300 Meter start: 01257200 Total gal. : 14100

Recovery

1233 +1 304.44 66.53 1238 +5 275.97 37.96 1243 +10 258.75 20.74 1248 +15 253.92 15.91 1253 +20 252.46 14.45 1258 +25 250.00 11.99 1303 +30 248.85 10.84 1422 +110 241. 74 3.73

.:. Uti €D.

o

~

10

,.... +J 4-f '-'" ;

c:: ~

,.0" . -0'

,~: 1(.0

A

,'10 () I~

Figure 1

') ) !K*E

1.(0 S7>

10 X 10 TO THE CENTIMETt:R 16 X 25 eM.

KEUFFEL 8c ESSE~ CO,

u ;1>

46 1512 "ADE IN U. S ••••

')

PUUKAPU SHALLOW WELL Step-Drawdown Test

110

Time (min) ISO

') \

l.Jl>

r-. ,J.J 4-1 "-"

~ ~ ~ Cl

~ E-t c..:> ~ ~ ~ 0 c..:>

2

, ,

Figure 2

4 56 7891

:' !

1''::11,

10

LOGARITHMIC 359-12SG KEUFFEL 6: ESSER CO. ""DCINU.I.A.

:s X 5 CYCLES

PUU KAPU SHALLOW WELL

0

'0

, .. , ' , ,

" , I

" .tt

, , 100 1000 10000

TIME (min)

o April 6, 1993


FROM: Glenn Baue~

o

SUBJECT: Step-Drawdown Test at Puu Kapu Shallow Well

The step-drawdown test was performed at the Puu Kapu Shallow well on AprilS, 1993. Four pumping rates were run, 30 gpm, 50 gpm, 66 gpm, and 95 gpm. Recovery was monitored for 110 minutes after the test. Direct measurement of the water level was done using a water level sounder provided by Impact Drilling.

Each pump rate ran for one hour. Drawdown measurements at the end of the hour were:

30 gpm 50 gpm 66 gpm 95 gpm

10.71 ft. 17.41 ft. 22.81 ft. 74.89 ft.

The long-term test indicates a stable drawdown of 25 feet for 50 gpm. When the well was pumped at 95 gpm, a boundary was reached between 25 to 30 minutes after the change in rate. Drawdown dropped steadily to 74.89 feet when the pump was shut off.

A complete report will be forthcoming.

I

.• . ~ _ •.. -'I .-

o PUMPING T~ST RECORD

for Well

o ----------~~--~--------~.~ -~(~~)---" {name) NP.

. ' • . .

19 Island ,Project or Job No. ------------- --------------- ---------- ----Date'i:iI P\lmp~ng A~rlJ.ne Drawdown Chlorides Temp. Cond.

4P~" £. /'1 Sample rate fJSl Time No •. (qpm) ,~, \ (feet) (ppm) (OF) (nunhos 25°C)

~3 l:~o, ... ?>'f.10 • : .-f

Ob ,,:00/" 40.2..0 .

" I . D~ b :50 ..... lJ.O. "(- I

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04 II:~. ~ 4,.,2S' I

lflt. 'i l()~ 41.30 I

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. '.

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-~

. , •• j - ,. .

.

-- . :'1

•

... . 0_- _,

o PUNPING TP-ST RECORD

for

o V Well

------------~-~--~-------------- -~~~~--(name) ' .. :" :. ~No. )

1 d ','!, ) :1" _____________ J: 5 an: ifl..... -; v'/ project or Job No.

Date &

Time

/ "

/. (-I >. \i .' ,' .•

~ i

, ,

: • i :

. Sample No.

Pumping rate (qpm)

',~

SI

,SO,] ,....~ .. r j).J . ....

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FROM: I> (ii.. ~

TO: IMT: I L. CHANG J. Nakamura

__ G. Miyashiro D. Lee G. Morimoto

__ L. Uyehara D.lmada E. Yuasa

__ K. Chung A Christensen J. Menor

__ Y. Shibuya A Uehara

~ESIGN & CONSfRUcnON B~H ~sion of Water and Land Development

DATE: Cf: -~

PLEASE:

See Me Call Re~ew&Conunent

Take Action __ Investigate & Report

Draft Reply __ Acknowledge Receipt __ Type Draft __ Type Final __ Xerox __ copies

FILE IN: _____________ _

REMARKS:

T

E. Yonamine __ E. Talioaga

6<>~ ~!tU4rrf-FOR YOUR:

M. TAGOMORI L. Nanbu G. AKITA E. LAU

Approval Signature

-;- Information

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1219:21 THE POSTfolH~k

B.~.· ",:;" •• .. " • "".~:- J

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,- Project 'or, Job ..., .... .;L.~ ..... '-'-.....:..____ ' , .;,., <>

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,.oESIGN & CONSIRUCTION BRA.JtCH ~sion of Water and Land Devel):...~ent

~ .~(~ "7) FROM:_j),.,..?...w..e=--=----=--'l~O'=~:=.........J~---DATE: :>--Sl 14 ~ FILE IN: ___________ _

"\ TO: INIT:

L. CHANG J. Nakamura

__ G. Miyashiro D. Lee G. Morimoto

__ L. Uyehara D.Imada E. Yuasa

_K. Chung A. Christensen J. Menor

__ Y. Shibuya A. Uehara

PLEASE: REMARKS:

See Me Call Review & Comment Take Action

__ Investigate & Report Draft Reply

__ Acknowledge Receipt _ Type Draft __ Type Final __ Xerox __ copies

E. Yonamine E. Talioaga

.L = (:;, l8:nn 91nJ5rt.-FOR YOUR:

M. TAGOMORI L. Nanbu G.AKITA E. !..AU

__ Approval __ Signature

Information

o PUMPING TEST

for __ }_V_tA._l/l_ft_f'~'J e~v-. __ S /a....,.a_~_I~ ____ lve ll_..,.-~_

(Name) (No. )

________ Island _______ Project or Job No. 3'+,0...::#;.....7~ __ 19 93

Description of Well-- r::J 1. Elevation: ground surface ft., top of casing L I~t ft.,

rotary table ft., referenced to bechmark. 2. Total depth of well ft.~ or ft. elevation, msl 3. Iv in. solid casing to 71s ft. depth, perforated tonD' ft. depth 4. Static water level on 19: ft. below ground

surface, top of casing; or f~elevation msl measured method

riescription of Pump and Pump Setting--5. ~/Ic J., type pump with I) stage bowl assembly 6. Gasoline diesel, electric, power with v 1- horsepower 7. Shaft speed: rpm at _____ gpm flow 8. Depth of pump' intake: ft. below ; or ft. elev. msl 9. Depth of airline bottom: ft. bel-ow---- ~ or ft.elev. msl

10. Center of gage: ft. elev., msl. Flow measured with ___________ _ .11. Test conducted by ~?~/~~~~~~~,~M~~~y~t'~~o~t~~ ________________________ ___

Date pumping lAirline Drawdown Chlorides Temp. Condo & Sample rate ,.

Time No. (qpm) (feet) (feet) (ppm) ( OF) (mmhos 25°C) 'JM/f) ~I,,~{e-J

O¥,2..I i ( .J.)/

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for _--=../'_~_<V\._~.....,.~eL..' _l-'V---:-_____ We 11-----,_-,.-_

(name) (No. )

_/_Y_d-_~_~_' __ Island ___ ~ __ project or Job No. ____ 197.~ \ :' '

-/

Date Pumping A~rline Drawdown Chlorides Temp. Condo & Sample rate pJ::r

Time No. (gpm) (reet) (feet) (ppm) ( OF) (nunhos 25°e) I¥!''f ..... c...:

O't'{J- (,D )~ ~ .J-' /j.60 I I

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o March 22, 1993


FROM: Glenn Baue~ SUBJECT: Backfilling of the Puu Kapu Shallow Well

Due to the gradual decline of the perched water level at the Puu Kapu Shallow well, the decision was made to backfill the well with a 1:1 mix of grout and sand. Plugging the bottom of the well will keep water from draining into the unsaturated zone below the perching member, and should help in restoring the head. Backfilling will probably reduce the sustainable capacity of the well; however, this well is intended mainly as a supplemental source.

When I arrived at the site at 0800 on March 19, four bailer loads of concrete had already been deposited, two bailers on March 17 and two on March 18. Each bailer holds about 56 gallons or 7.5 cu. ft. of grout. A total of 13 bags of cement were used. Sounding the well indicated that the bottom rose 9.8 feet. The water level rose 11.2 feet since the step-drawdown test of March 16 (from a DTW 250.5 feet to DTW 239.3).

A fifth bailer of grout (4 additional bags) was deposited at 1045. A water level measurement was taken at 1050, which showed a slight rise of 0.63 feet or a DTW of 238.67 feet. Another water level was made at 1253, which indicated a small head gain of 0.07 feet (DTW 238.60 feet). The fifth bailer brought the bottom of the well up 2.6 feet for a total of 12.4 feet.

Aaron Frandsen sounded the water level in the well at 0755 on March 20, and found that the water level had risen another 0.88 feet (DTW 237.72 feet). Water levels will be monitored daily.

The well will be cased and a second step-drawdown test is planned for March 29, the long-term test to begin on March 30.

o o March 17, 1993


FROM: Glenn Baue~

SUBJECT: Step Drawdown Test at Puu Kapu Shallow Well

A preliminary step-drawdown test was performed at the Puu Kapu Shallow Well on March 16. Presently the well is uncased. The reason this test was undertaken was to determine a rate to run the long-term test after completion, and to the specific capacity of the well. A complete pump test report will be forthcoming.

A summary of the test follows. The test began at 0835 and ended at 1216. Recovery was recorded for a half hour. Four rates were run (49 gpm, 55 gpm, 61 gpm, and 70 gpm). Unfortunately, a 75-hp submersible pump was used. The pump was much too large for the low discharge rates that the well is only capable of producing. Valuable time was wasted trying to get the lowest rate stabilized. Future tests should be performed using a much smaller pump. Drawdown appeared to stabilize for the first two rates, but continued to decline for the last two, even after one hour of pumping per rate. Drawdowns were recorded as follows:

49 gpm 55 gpm 61 gpm 70 gpm

(* Drawdown not stabilized)

21.95 ft. 25.41 ft. 39.27 ft.* 57.75 ft.*

Another nagging problem is what appears to be a dropping static water table. Since February 25, 1993 the water table has dropped from DTW of 235' to 244.2' on March 5, to 250.5' on March 16. Whether the drop in water level is due to mining of water combined with low rainfall, or draining the perched water through the bottom of the hole is unknown. Most of the water, however, appears to be from the upper portion of the saturated zone. We should backfill the well with 1:1 grout 10 feet and monitor static head. The well should then be completed. Another stepdrawdown test and long-term test should be performed. The longterm rate should be 55-60 gpm.

0823 0835 0837 0845 0849 0851 0855 0859 0901 0908 0911 0920 0925 0936 0938 0940 0946 0950 0953 1001 1010 1015 1016 1019 1021 1025 1032 1040 1045 1050 1101 1110 1115 1116 1117 1123 1128 1134 1140 1151 1200 1210

45.0

28.0 29.0 30.0 31.5 32.0 32.25 32.25 32.5 35.25 35.5 35.5 35.5

35.0 34.75 34.5 34.0 34.0 34.0

33.5 33.0 32.5 31.5 30.5 30.0 29.5 28.5 28.25 28.0

27.5 26.5 25.5 24.5 23.75 22.5 21. 5 20.5

o o PUU KAPU SHALLOW WELL

Preliminary step-Drawdown Test March 16, 1993

Depth of well: Pump setting: Depth of airline:

365 feet 360 feet 353 feet

Depth to water: 250.51 feet (top of casing)

Drawdown (ft.) Rate (gpm)

39.27 50 36.96 34.65 48 31.19 30.03 49 29.45 29.45 28.88 22.52 21. 95 21.95 21.95

23.10 55 23.68 24.26 25.41 55 25.41 25.41

26.57 61 27.72 28.88 31.19 61 33.50 34.65 35.81 38.12 38.69 39.27

40.43 70 42.74 45.05 68 47.36 49.09 51. 98 54.29 56.60

Remarks

static pressure start test adjust rate

change rate

change rate

62°F CI= 5=10 ppm

change rate

". ,

0 0

Time PSI Drawdown ( ft. ) Rate (gpm) Remarks

1215 20.0 57.75 1216 end test, start

recovery

gage end: 00879700 gage start: 00865900 Total water: 13800 gal.

Recovery

Time Minutes PSI Residual Drawdown (ft. )

1217 +1 23.5 49.67 1218 +2 25.5 45.05 1219 +3 26.75 42.16 1220 +4 27.75 39.85 1221 +5 29.0 36.96 1222 +6 29.5 35.81 1223 +7 30.75 32.92 1224 +8 31.5 31.19 1225 +9 32.5 28.88 1226 +10 33.5 26.57 1231 +15 37.25 17.90 1236 +20 39.75 12.13 1241 +25 41. 0 9.24 1246 +30 41.25 8.66

..../ - o March 8, 1993


FROM: Glenn Baue~ SUBJECT: Bailer Test at Puu Kapu Shallow Well

On March 5, 1993 a bailer test was conducted at Puu Kapu Shallow well to qualitatively determine whether the well can produce water, prior to screen and casing installation.

The volume of water that the bailer holds is 57 gallons. Depth to water prior to the test was 244.2 feet from the top of the conductor pipe. All future water level measurements are referenced to the top of the conductor pipe (TOC). Bailing began at 0840. The test consisted of 30 bails in 43 minutes 40 seconds. The average rate equaled approximately 39 gpm. More bails would have been better, however, the rig's brake pads were heating up and the driller was afraid that the brakes would fail. It is unknown whether the drawdown had stabilized.

One minute after the end of the test, the water level was 256.37 feet below TOC or 12.17 feet below the initial water level. Water levels were measured every minute for the first 10 minutes, and then every five or 10 minutes thereafter for 100 minutes. After 100 minutes the well had recovered 9.37 feet or 2.76 feet from static. Clearly, the inflow of perched ground water into the well is slow and the resource limited, and probably very sensitive to climatic conditions. Behavior of the recovery curve suggests a very low transmissivity and consequently the permeability will be low. Perhaps surging will increase permeability around the well bore, but the developable quantity of water is limited.

If the well is deepened, there is a great chance that the water level will drop below a depth of about 380 feet. Unfortunately, careful water level measurements at Puu Kapu Well were not taken during drilling. We have no way to know with certainty what will happen with deepening. A packer test conducted at the first well, does indicated 375-380 feet as the depth where the perching member ends.

If the well is completed as designed, the quantity of water will be limited and the well only used on a supplemental basis. The pump test specifications should be altered for low rates, with the pump set near the bottom of the well. The long-term test should be determined from the step-drawdown results. The long-term test should begin after the well has rested for at least a day. Pump testing will allow us to decide about deepening.

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: : : : : : :: : : ~ ~ ~ : • :: ' ~ : : I :.: : :

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I I I ' : : 1 , I I ; , : I

t • , I I I I I ' I I ' I .' I I I I I , , I , I ........... - -,- - ~ - - -,-. - i - - - -.- - .. - - i - -- .. - - i - ----.. - - .. ~ .. - ..... --. -... - - -. -,. - i" -I" - ~ --- i - ... ~ - - .... -,-'" - - - - .. .- -- - .. - ... --,-" __ a -. _ .. - .. -. - - -7 - -.,-'" -t .... .-· --,-- --i - .. _ .. : .. - - -- - i ..... -- - - -- - .. - -- ... _ .. _. - ... -_ .. - - V 1 I : I I I I .. I ; :

;c I'i n C ~ 1 ' i ::::c; -<

o

o

o o PUU KAPU SHALLOW WELL (6337-02)

Geologic Log

Depth Interval (ft.)

0-10

10-20

20-30

30-40

40-50

50-60

60-70

70-110

110-120

120-130

130-140

140-145

145-150

150-160

160-180

180-200

By Glenn Bauer

Description

Brown soil and weathered rock

Same as above, except plastic clay

stiffer, drier clay and weathered rock fragments

Large sample of weathered scoriaceous shelly pahoehoe

Mixture of red and dark gray basalt (aa?)

Dark gray sand-size cuttings

Brown sand-size cuttings containing abundant, though slightly weathered, olivine phenocrysts

Massive dark gray aa or block lava with minor plagioclase feldspar phenocryst laths

Brown aa? or crushed cinder? cuttings are sharp shards

Slightly weathered gray aa containing cloudy plagioclase feldspar phenocrysts

Same as above, except the rock is slightly greenish

Gray aa with minor plagioclase feldspar phenocrysts

Red-brown cinder

Slightly weathered gray-brown aa

Gray sand-size cuttings (crushed cinder?)

Dense gray aa

o 200-220

220-230

230-240

240-270

270-280

280-290

290-300

300-310

310-340

340-350

350-360

360-365

o Mixture of brown and gray cinder (?)

Dense medium gray aa

Dense gray aa or block lava containing minor plagioclase feldspar phenocrysts

Weathered brown aa with cream color clay minerals in vesicles

Gray-brown crushed cinder (?)

Mixture of red and dark gray aa

Dark gray aa (?)

Crushed cinder (sharp shards)

Brown cinder containing olivine phenocrysts

Weathered brown crushed cinder with white clay minerals

Same as above, except sample contains olivine phenocrysts

Gray sand-size cuttings-crushed cinder ?--driller says "soft"

0823 0835 0837 0845 0849 0851 0855 0859 0901 0908 0911 0920 0925 0936 0938 0940 0946 0950 0953 1001 1010 1015 1016 1019 1021 1025 1032 1040 1045 1050 1101 1110 1115 1116 1117 1123 1128 1134 1140 1151 1200 1210

45.0

28.0 29.0 30.0 31.5 32.0 32.25 32.25 32.5 35.25 35.5 35.5 35.5

35.0 34.75 34.5 34.0 34.0 34.0

33.5 33.0 32.5 31.5 30.5 30.0 29.5 28.5 28.25 28.0

27.5 26.5 25.5 24.5 23.75 22.5 21. 5 20.5

o o PUU KAPU SHALLOW WELL

Preliminary Step-Drawdown Test March 16, 1993

Depth of well: Pump setting: Depth of airline:

365 feet 360 feet 353 feet

Depth to water: 250.51 feet (top of casing)

Drawdown (ft.) Rate (gpm)

39.27 50 36.96 34.65 48 31.19 30.03 49 29.45 29.45 28.88 22.52 21. 95 21.95 21.95

23.10 55 23.68 24.26 25.41 55 25.41 25.41

26.57 61 27.72 28.88 31.19 61 33.50 34.65 35.81 38.12 38.69 39.27

40.43 70 42.74 45.05 68 47.36 49.09 51. 98 54.29 56.60

Remarks

static pressure start test adjust rate

change rate

change rate

62°F Cl= 5=10 ppm

change rate

0 0 Time PSI Drawdown (ft. ) Rate (gpm) Remarks

1215 20.0 57.75 1216 end test, start

recovery

gage end: 00879700 gage start: 00865900 Total water: 13800 gal.

Recovery

Time Minutes PSI Residual Drawdown ( ft. )

1217 +1 23.5 49.67 1218 +2 25.5 45.05 1219 +3 26.75 42.16 1220 +4 27.75 39.85 1221 +5 29.0 36.96 1222 +6 29.5 35.81 1223 +7 30.75 32.92 1224 +8 31.5 31.19 1225 +9 32.5 28.88 1226 +10 33.5 26.57 1231 +15 37.25 17.90 1236 +20 39.75 12.13 1241 +25 41. 0 9.24 1246 +30 41.25 8.66

o we e 0 I

¥Ii It sfeot( pltl1'( I~ d. t CttS'~

o

.vA -- :),.' ST,'t.hI' 1 C.o.~I\I1' ~I\~f). fldJ ~.£J~J.I ... -$..aIL21F-=---I:' ,

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--.--~.~-----.--1 ~ ':I;; ~ '#--, 1./ 19" /}~6 ~ JJ

.~ 7 I\. .~~ .:;. ._---..................... , •• ,.# ..... . " .•.. , .. -•.. ,' .... -.,_ .

( I.~I( III .. I.::. .l.!;'" f'l1""1 nltJ r- ~ '"- ..... tll$"n!j

. , , SfQl(. -~ rn ~ "] '" '1 " (~ ._-----...........

v \~ '1 ~ " . , 1/ ~ r:;; .

. ~--.------- .. ," - -. Mix

, • (.()fI c.y~ t~ Q, 1ft )oC "- ... ~....Q '-4

So";J "" .... M

_~.I ... '.' •• - ...........

";:, ~ .AJo 8' (j.IIJ~J IId(U; .. ~t ... --.c ~ \..

A)" /.. '] uU'r'C' 1\6,1> ,,~;':i; ~'i ~ ~

... --- ..... --,-." .. ~,.'" ..... -.... ,",,, .. .,,-...... --~ --------_ .. _._----_._---I ;V\~

f.: .. }

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\V [lflJ ~ 191t/. s t -- .. _.- ....... '_ .. ---_ .. __ ._._--- .-J ~ "'1-'" --.. ./ r fJ SiJ1B-ijuJ.J.t.,r- ~ ---..

f _. f------ _ .. _-_. _Jo..._ ••..• _._._

,~ 5:.11/'), 'I .. ~ <:I

" (! 1e.£Ii!i.~u ___ ...... ~ -i.. ~ ~

.. ---~ -'+

LlI1ifs pt.r ;! 1 c...;:. L1 ,{,. -- P- "---' SfcN()n ~-;. -- ,~ ,.. ;..-~ ~ --'---.-~ - t:- ){.ut./ ::0: ~3tf'

':Jv~-;-/;;. -----1"\" .- . , .. . . ...... __ .......... - ... ~

"- ~ ~ . ----t1 - ~ .. i

~ '"!--- .- -_.--_._------- _ ... _- - .- ~ ...... _---.. - ...... _-.. _._----~

1 .~ 3 ._ ..... ...J.2i ___ -or-o .. •• ......... _--._.--_.-. -- ---_ ... _ .... • .......... n .......... ' ., ........... ~ .... _ ........... _.,_. ___ • -

\., ------ ... -_ .. --. ~ ..•... '- ._-- - ---

,It £Jl.u - 16b'( S cl}nc.wf" #, Jt1r 1 ~1. ,:" --..,./1"1

.• _- -,. .'1'

_~_..!:b..s d11----Sho.:e. CDntV-tte l"l1, ,/\ JlJth ~ __ 'II -;I

-----------_ ..... _-_ •. __ . --_._._-_._---_._--------

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

A L .. If J . __ .... ____ .fl.S_ .. _._DllL vaw £J(L~ __ ---.. -....

____ . ________ ...... _. ___ . ___ . __ ....... JJf.lt ___ .--2-t;...Lo:O __ ~s~c........:ClL.!.-'/, .....

- o o

GENERAL CONTRACTOR

963 ROBELLO LANE HONOLULU, HAWAII 96817

October 26, 1993

State of Hawaii D=partment of Land & Natural Resources Division of ~vater & Land D=veloprrent P.O. Box 373 Honolulu, Hawaii 96809

ATTN: Dickie Lee

Subject: Puukapu Shallow Exploratory Well Job No. 48-Ht.v-H

Gentlemen:

PHONE: 847-4237

Enclosed is the as-built drawing for the subject project which you verbally approved on October 5, 1993. Also enclosed is a copy of the well completion report.

Very truly yours,

RICHA."RD K. W. TOM, INC.

~~~~ DANIEL M.e. 'rOH, PRESIDENT

1

2

3

4

5

6

7

8

9

1 0

11

12

1 3

14 1--------1-

1 5

1 6

17

18

1 9

20

CQbJ~

A

DEPTH o

20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360

<;heasure VH(.l1f~ {P~~1 ... D~

N ()yth fast I B :Direction A

/0 /0 9 ¥y 9'1y 9 '~6·· '1 ?If' 1'';1, ...

9 r'r /D /0 10 Y8' /()Y/6

/0 10 9 '1~ ..

9* 9* '1 '18' 'j JS~6

I c :Oirection 8 ; .... c,~

9~

.~.~

... 9. 3/r. 9~ .. ········9'~6

9~ C;1/r

93/r 9~ 9~

.9-o/'r 9 r'~

.. ·it¥r

9~ 9 l~6 9~ 9~~



-.{ I. 'lQ \)c.-

PUlJ kCAf'U S~a//()Lv E xp)o;-aloyY well

OfUl 'hok al19hm~1 red c.ono'oc.AcI a f TO+(J1 {j~ffh >6tJ ~

;l!1ar-C/h t '/ Cj 7 J

bl Aarpn frtJnriseYi

48-~-\-\ ~~~ ..

IMPACT WELL DRILLING

Puukapu Shallow Exploratory Well ~~-~~~

Detailed Well Log

0-30 top soil and clays 30-36 coming out of clay starting into lava (soft pahoehoe) 36-41 soft broken pahoehoe 41-52 dense gray Basalt 52-65 dense blue basalt 65-110 dense grey basalt with fractured areas 110-122 weathered pahoehoe brown, carries clay 122-126 lava tube 126-140 black pahoehoe with some red, fractured 140-152 black and red pahoehoe with cinders and clay 152-172 very hard dense basalt with thin tan clay stringers 172-188 dense blue AA with thin softer layers carrying clay 188-199 dense blue AA 199-215 brown cinders 215-220 brown and black cinders with clay (small amount of water) 220-232 dense grey basalt (water stands at 215') 232-290 grey basalt with layers of pahoehoe and cinders (water at 215 290-315 black pahoehoe with olivine and cinder patches (water at 215' 315-339 hard black pahoehoe with olivine (water at 215') 339-342 broken pahoehoe with clay and cinders (water drops to 225') 342-360 black pahoehoe and cinders (water drops to 235') 360-365 black pahoehoe and cinders (water 235')

March 1 1993

(

i~lI / /

TO:

~ COM1\ )ION ON WATER RESOURCE MANAGE{)T

FROM: __ +-~ ______ DAn;: ,~g ;. {p~1~ ~: INIT: PLEASE: / REMARKS: -~\ 8.AV A/I

~ G. Matsumoto See Me ." -m E. Sakoda _ ~all / . I I n 11

J Y. Shiroma Z Review & Compient I () / l1 1 E. Hirano :z-.rake Action /

__ D. Higa __ Investigat Report G. Bauer __ Draft eply R. Rozeboom __ A owl edge Receipt

__ R. Hardy /~-i'ype Draft /-~ Type Final

_1 .... C;:;;..r'f_J~'+~_-_-~_ __ Xerox __ copies

R. LOur S. KOKUBUN M. TAGOMORI L. Nanbu

FOR YOUR:

Approval Signature Information

o o State of Hawaii

DEPARTMENT OF LAND AND NATURAL RESOURCES Division of Water and Land Development

Honolulu, Hawaii

TO: Ms. Rae M. Loui Commission on Water

NOV - 4 1992

92 ocr 4 p 2: I 0

FROM: MANABU TAGOMORI -------~

SUBJECT: Well Permit for Job No. 48-Shallow Exploratory Well,

Transmitted for your use is a signed copy of the Well Construction Permit for the subject project.

Should you have any questions, please contact Mr. Edward Lau of the Project Development Branch at extension 70227.

JOHN WAIHEE

GOVERNOR OF HAWAII

STATE OF HAWAII

o

DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT

P. O. BOX 621


WEll CONSffiUCI10N PERMIT

for

Puukapu Shallow Exploratory Well Well No. 6337-02

Waimea, South Kohala. Hawaii

TO: Division of Water & Land Development 1151 Punchbowl Street, Room 227 Honolulu, HI 96813

WILLIAM W. PATY

CHAIRPERSON

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

ROBERT S. NAKATA

RICHARD H. COX, P.E.

GUY K. FUJIMURA

RAE M. LOUI, P.E.

DEPUTY

In accordance with the Department of Land and Natural Resources Administrative Rules, Section 13-168, entitled 'Water Use, Wells, and Stream Diversion Works", your application to construct and test Puukapu Shallow Exploratory Well (Well No. 6337-02), to determine its chloride content, water level, and safe yield, is approved subject to the following conditions:

1. The Commission on Water Resource Management (Commission), P.O. Box 621, Honolulu, HI 96809, shall be notified in writing before any work covered by this permit commences.

2. The permit shall be for construction and testing only. No permanent pump may be installed and no water used from the well without the necessary pump installation permit from the Commission.

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

4. The applicant shall prepare a monitoring plan to determine if pumping from the well affects stream flow in the area. The plan shall be reviewed and approved by the Commission prior to test pumping of the well.

o WELL CONSTRUCTION PERMIT Well No. 6337-02

o

Page 2

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

a. Well Completion Report. b. Elevation (referenced to mean sea level) survey by a Hawaii-licensed surveyor. c. As-built sectional drawing of the well. d. Plot plan and map showing the exact location of the well. e. Complete pumping test record; including time, pumping rate, drawdown,

chloride content, and water quality data.

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

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

~-.-e-r-so-n---------

and agree to meet thes to proceed.

Commission on Water Resource Management SEP - 8 1992

Date of Issuance

=-,,=-£ermit and understand them. I accept d underlying condition of my ability

_-----,FH,.., NOV - 4 1992 Applicant's Signature: ---'=~-T-=-.L---=-----r------ Dclte: _______ _

Printed Name: _____ -\+_~ _______ _

Firm or Title: Division of Water & Land Development

Please sign and return one copy of this permit to the Commission and retain a copy for your record.

Enc. (Well Completion Report form) c: USGS

Department of Health Safe Drinking Water Branch Ground Water Protection Program

Hawaii Department of Water Supply

-,

o WELL CONSTRUCTION PERMIT Well No. 6337-02

Enc. (Well Completion Report form) c: USGS

Department of Health Safe Drinking Water Branch Ground Water Protection Program

Hawaii Department of Water Supply

o

Page 3

TO:

FROM:

SUBJECT:

o \


Division of Water and Land Development Honolulu, Hawaii

SEP 1 4 1992

Mrs. Rae M. Loui Commission on Water Resource Manag me

Manabu Tagomori, Manager-Chief En .

-------..

f,:I\C) t:~) ~:;~.~; i::~'.1 :.: ..... ~

.... ~. <,I (.i'"

<, ",I , , n ';

., ',:~ ." .... : . ., ..... " t.,!"1 .10'!';'

1\, ...... :",' ,I'"

(,"'! .•. ~ ,''\'. ,

,.,t .. -;<! " ~"''1

c.::? r<:J>

f..] ~"':. ~-~

..t:~

;:::> (.!) . . w c:.J1

Draft Environmental Assessment for Job No. 48-HW-H, Puukapu Shallow Exploratory Well, Waimea, Hawaii

Enclosed is a copy of the Draft Environmental Assessment for the drilling of the subject well.

:;0 rrl :'") .. ~¥'., , 'I .r'-,,a-:,~

~-r;

~~~)

In order for this project to proceed in a timely manner, we would appreciate receiving any comments to the above assessment by October 1, 1992.

AM:lc

? Ene.

JOHN WAIHEE JOHN C. LEWIN. M.D.

GOVERNOR OF HAWAII DIRECTOR OF HEALTH

92 AUG II AIO STATE OF HAWAII . : 23

DEPARTMENT OF HEALTH Ct1tH .;1("-·i.~·.· .- •.

P. O. BOX 3378 Vn;'iI..; '", '~i "';,/ f,! I: 7f:b

HONOLULU. HAWAII 96801 RESOURCE'~~~\~~~~GEMENT

August 5, 1992

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

Dear Ms. Loui:

SUBJECT: WELL CONSTRUCTION PERMIT APPLICATION PUUKAPU SHALLOW EXPLORATION WELL STATE WELL NO. 6337-02 WAIMEA, HAWAII

In reply. please refer to:

EMO / SOWB

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

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

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

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

..

Ms. Rae Loui August 5, 1992 Page 2

o o

4. The operation of the well should not be allowed to adversely affect the water quality of nearby water wells. The map accompanying the application indicates that the proposed well will be located adjacent to state well no. 6337-01.

If you should have any questions, please contact the Stuart Yamada of the Safe Drinking Water Branch at 586-4258.

Sincerely,

~~p(~. l--THOMAS E. ARIZUMI, P.E., Chief

Environmental Management Division

SY:chl

,-------------------------'--""~--'--'---------

,.'

JOHNWAIHEE GOVERNOR OF HAWAII

o RE ('1= i\p:: n

.. -"I"".

92 AUG 7 pit: Z 9 STATE OF HAWAII

~9!::: ,~_S~~Ct; WM',fWrMENT OF LAND AND NATURAL RESOURCES Rl... \.1 t.: F:_I' ..... ,. t;. ... ~ ~ ~ ,., i"'·'.,P-l~ ''-~V.!; "h~ '~·f\~.=4,;jt;-:tl~r STATE HISTORIC PRESERVATION DIVISION

33 SOUTH KING STREET. 6TH FLOOR HONOLULU. HAWAII 96813

August 5, 1992

MEMORANDUM

WILLIAM W. PATY, CHAJKPERSON BOARD OF LAND AND NATURAL RESOURCES

DEPUTIES



AQUATIC RESOURCES

CONSERVATION AND

ENVIRONMENTAL AFFAIRS

CONSERVATION AND RESOURCES ENFORCEMENT

CONVEYANCES

FORESTRY AND WILDLIFE HISTORIC PRESERVATION

DIVISION LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

LOG NO: 5983 DOC NO: 0262x

TO: Rae M. Loui, Deputy for Water Resource Management Commision on Water Resource Management

Don Hibbard, Administrator ;J ~. State Historic Preservation Division ~ r FROM:

SUBJECT: Well Construction Permit Application--Puukapu Shallow Exploratory Well (Well No. 6337-02) Puukapu, South Kohala, Island of Hawaii TMKa: 6-3-01:004

HISTORIC PRESERVATION PROGRAM CONCERNS:

Carol Kawachi, our staff archaeologist, field checked the project location on June 29, 1992, and identified no significant historic sites in the property. Hence, the subject project will have "no effect" on historic sites.

KS:amk

FROM: I£f( TO: INIT:

__ E. SAKODA __ K Oshiro

~ ~ S. Samuels __ R. Hardy

.I- C>/\'~UI \~2~s:. i K~okubun

~ G. MATSUMOTO Y. SHIROMA

o /'0 . . REGULATION BRANCH· )

Commission on Water Resource Management

DATE: l-J{) -7b FILE IN: -----------------PLEASE: REMARKS:

See Me /.:!../ / I? / / } L __ Call o/Ut)1 - u~" 7 i ~ [;.Iv..- tL- ftn>F-

Review & Comment J 1') ~. L ~ /., J. = Take :-ction 11/ /k ak-/I S'7~J4- ~(/ly.; __ Investigate & Report I~. /. '/

__ Draft Reply J Je-.e / T t:L /1tAfrt I UrJ"J //l~ -- Acknowledge Receipt. / I __ Type Draft • / ~ ) I (). /J. rI

__ Type Final I~ r~S? ~ ~ dL ~ I ~ __ Xerox __ copies

FOR YOUR: Ii-r"'; I. 1fi-~) f1 ~;on tp"-"-~~r- S~ f'fl wt:1I ~J ":'-, fL C!f~.(:v- At. 11 II<Mfri JA"£~./ li:s j,~£ ~.

· ' •. ---It

TO

FROM:

SUBJECT:

o o State of Hawaii

Department of Land and Natural Resources DIVISION OF AQUATIC RESOURCES

July 15, 1992

Rae M. Loui, Deputy Director Commission on Water Resources Management

Henry Sakuda, Administrator Division of Aquatic Resources

Comments on Well Construction Permit Application, Well No. 6337-02, Puukapu Shallow Exploratory, Hawaii.

Attached are comments on this project sent to Manabu Tagomori.

If there is in fact a possibility ~1;:?ewatering of the waillaula Stream (or its major tribut.aries Waikaloa and Kohakohau), ~ream Channel Alteration PermEJwould seem to be

required. It.. . d.". \ we,..:l; . ~ , ,,-tel" 1'1,-- ,'., " I y" '.. f: ,

~. - tfS 1, fJvtr4~ I, 0-

M-w{l~,Y ~ w/Cw'l¥l siAM. ~;~oL~JUR

o o State of Hawaii

Department of Land and Natural Resources DIVISION OF AQUATIC RESOURCES

June 23, 1992

MEMORANDUM

TO

FROM:

SUBJECT:

Manabu Tagomori Division of Water and Land Development

Henry Sakuda ~ Division of Aquatic Resources

Comments on Environmental Assessment for Job No. 48-HW-H, Puukapu Shallow Exploratory Well, Waimea, Hawaii

The project will involve drilling and testing of a shallow (360 ft deep) exploratory well near the existing deep well at Puukapu at an elevation of 3,020 ft. Although the documentation provided refers only to test pumping and drilling, it is our understanding that the well is intended to supply irrigation water if the tests are successful.

We have some concerns about the potential for dewatering of tributaries of the middle and upper reaches of the Wailaula Stream by this well. We this year found these areas to hold significant populations of the goby, Lentipes conc%r, which are dependent upon perennial pools fed by spring water for survival, and further suspect that the area has additional significance as a distinct type of stream ecosystem. Even if these areas are nothing more than nearly dry streambeds sustained by spring flows, their unique habitats could be supporting a genetic reservoir for subpopulations selected for adaptation to extended drought conditions, which could translate into a substantial long term survival advantage at the species level or conversely an increased potential for extinction if these habitats are lost.

The well in question is located about 4 miles from the stream at an elevation of 3,020 ft. The 3,000 ft elevation recorded for Lentipes in the stream was approximately 800 ft higher than for any previous report, and the fish were distributed down to 1,800 ft, where the bed became entirely dry. Although the distance between the stream and well would seem to preclude any impact on the stream by pumping, an informal inquiry of the USGS yielded an opinion that some potential for dewatering of the stream might exist because the well would access perched water. Given the newly discovered biological significance of the stream, and the need for sustaining the spring-fed pools during dry periods, the potential for dewatering of the stream by the well needs to be evaluated.

o o F~ E eEl V E:. D

RECF1VEO JOHN WAIHEE

GOVERNOR STATE OF HAWAII 92 JUL 29 A 8: 06 92n.31 p3:12

STATE OF HAWAII

OEP(. OF L~ARTMENT OF HAWAIIAN HOME LANDS

&. NA TURAL HESOURCES P. o. BOX 1879 CO~ftSSlQt(O!i ¥!AT~~ sr ATE OF HAWAII HONOLULU, HAWAII 96soRESOUi{Ct ~M;A.l;EMEt,T

July 23, 1992

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

Dear Mr. Paty:

HOALIKU L. DRAKE CHAIRMAN

HAW AllAN HOMES COMMISSION

Well Construction and Pump Installation Permits

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

HECO-Waiau Wells (2357-11,12) Haiku (5419-01) Hamakuapoko (5420-02) Halekii-DWS (3155-02) Keahole-DoT Terminal & Irrigation Wells (4462-01 to 04) Puukapu Shallow Exploration Well (6337-02) Hawaiian Paradise Park-HBIF (3586-01)

Only the Puukapu Well will have an impact on Hawaiian home lands; we have no comments on the others.

The Shallow Exploration Well will provide supplementary capacity to the Waimea Irrigation System during periods of low flow, supporting extended drought protection for Waimea (Puukapu) agriculture under the improvements now underway in the Waimea-Paauilo Watershed Plan. The WIS will serve all awarded homestead leases on Hawaiian home lands.

HLD:BH:CI/1639L.52

o o Department of Public Worl<fS~~r:!'lFO

, , \

Lorraine R. Inouye Mayor

Bruce C. McClure Chief Engineer

Laurence E. Capellas Deputy Chief Engineer

County of Hawaii • 2S Aupuni Street, Rm. 202 • Hila, Hawaii 96720 • (808) 961-8321 • Fax (808) 969-7138

92 JLt Z I AIO: 21

July 15, 1992

MS RAE M LOUI DEPUTY DIRECTOR DEPARTMENT OF LAND AND NATURAL RESOURCES COI~MISSION ON WATER RESOURCE ~1ANAGEMENT POBOX 621 HONOLULU HI 96809

SUBJECT: WELL CONSTRUCTION AND PUMP INSTALLATION PERMIT APPLICATIONS

We have reviewed the subject permit applications and have no objections to the following proposed well constructions and pump installations.

Well Name Well No.

Ha1ekii-DWS 3155-02 /Puukapu Shallow Exp1. 6337-02

Haw'n Par. Park-HBIF 3586-01 Keaho1e-DOT Terminal 4462-01 Keaho1e-DOT Irr. 1-3 4462-02 to 04

4.0B~~B~' . Div1 s1 on Chief Engi~lng Dlvlslon

EY:byf

AEElication TYEe TMK

Well Construction 8-1-01: 28 Well Construction 6-3-01: 04 Well and Pump 1-5-32: 40 Well and Pump 7-3-43: 03 Well and Pump 7-3-43: 03

JOHN WAIHEE

GOVERNOR OF HAWAII

o o



P. O. BOX 621

REF:WRM-KY HONOLULU. HAWAII 96809

Honorable Hoaliku L. Drake Director Department of Hawaiian Home Lands State of Hawaii P.O. Box 1879 Honolulu, Hawaii 96805

Dear Mrs. Drake:

JUL 13 1992

Well Construction and Pump Installation Permit Applications

WILLIAM W. PATY

CHAIRPERSON

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

ROBERT S. NAKATA RICHARD H. COX. P.E.

GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY

Transmitted for your review and comment are copies of the following permit applications:

Island Well Name Well No. Application Type

Oahu HECO-Waiau Wells 2357-11,12 Well Modification Maui Haiku Well 5419-01 Pump Installation Hawaii Halekii-DWS 3155-02 Well Construction Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Well and Pump Hawaii Keahole-DOT Terminal 4462-01 Well and Pump Hawaii Keahole-DOT Irr. 1-3 4462-02 to 04 Well and Pump

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

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

Ene.

JOHN WAIHEE

GOVERNOR OF HAWAII

o o



REF:WRM-KY

Mr. Clayton H. W. Hee Chairman & Trustee At Large Office of Hawaiian Affairs 711 Kapiolani Blvd., Suite 500 Honolulu, Hawaii 96813-5249

P. O. BOX 621

HONOLULU. HAWAII 96809

JUL 13 1992

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

Dear Mr. Hee:


WILLIAM W. PATY

CHAIRPERSON

JOHN C. LEWIN. M.D.

MICHAEL J. CHUN. Ph.D. ROBERT S. NAKATA

RICHARD H. COX. P.E. GUY K. FUJIMURA

RAE M. LOU!' P.E.

DEPUTY



Oahu HECO-Waiau Wells 2357-11,12 Well Modification Maui Haiku Well 5419-01 Pump Installation Hawaii Halekii-DWS 3155-02 Well Construction Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Well and Pump Hawaii Keahole-DOT Terminal 4462-01 Well and Pump Hawaii Keahole-DOT Irr. 1-3 4462-02 to 04 Well and Pump


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

Enc.

o o State of Hawaii

DEPARTMENT OF LAND AND NATURAL RESOURCES Commission on Water Resource Management

Honolulu, Hawaii

JlIL 10 1992

MEMORANDUM

TO:

FROM:

SUBJECT:

Mr. Manabu Tagomori, Manager Chief Engineer Division of Water and Land Development

Rae M. Loui0t1~ I

Well Consnhction Pennit Application for Puukapu Shallow Exploratory Well, Well No. 6337-02, Waimea, Hawaii

We have received your application for a permit to construct the subject well and have begun the review process.

Should you have questions, please contact Mr. Ed Sakoda of the Regulation Branch at extension 70225.

NF:ky

o o State of Hawaii


Honolulu, Hawaii JUL 10 1992

MEMORANDUM

TO:

FROM:

SUBJECT:

Mr. Henry Sakuda, Administrator Aquatic Resources Division

Well Cons ction Permit Application

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

Well Name Well No. Application Type

Hawaii Puukapu Shallow Expl. 6337-02 Well Construction

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

Should you have any questions, please contact the Commission on Water Resource Management staff at 587-0225.

Enc.

JOHN WAIHEE

GOVERNOR OF HAWAII

o o



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

Attn: Mr. William Wong

Dear Mr. Arizumi:

P. O. BOX 621


. JUL 1 a 1992


WILLIAM W. PATY

CHAIRPERSON


ROBERT s. NAKATA RICHARD H. COX. P.E.

GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY



Oahu HECO-Waiau Wells 2357-11,12 Well Modification Maui Haiku Well 5419-01 Pump Installation Hawaii Halekii-DWS 3155-02 Well Construction Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Well and Pump Hawaii Keahole-DOT Terminal 4462-01 Well and Pump Hawaii Keahole-DOT lIT. 1-3 4462-02 to 04 Well and Pump



NF:ky Ene.

~ /:

RAE M. LOUI Deputy Director

o o State of Hawaii


Honolulu, Hawaii

JUL 10 1992

MEMORANDUM

TO:

FROM:

SUBJECT:

DO* Hibbard, Director Hisforic Preservation Program

Ra~ M. Loui, Deputy Director ~ COIpmission on Water Resoufe Management

We~ Construction and Pump Installation Permit Applications i

I Transmittep for your review and comment are copies of the following permit

applications:: .

Oahu Maui Hawaii Hawaii Hawaii Hawaii Hawaii

I

we~l Name i I

Well No. Application Type

HE~o-waiau Wells 2357-11,12 Well Modification Hai u Well 5419-01 Pump Installation Hal kii-DWS 3155-02 Well Construction Puykapu Shallow Expl. 6337-02 Well Construction Ha*n Par. Park-HBIF 3586-01 Well and Pump Kea ole-DOT Terminal 4462-01 Well and Pump Kea ole-DOT Irr. 1-3 4462-02 to 04 Well and Pump

Please revifw the applications pursuant to your area of concern and submit your comments to us, rally or in writing, ten (10) working days from date of this memo.

I

Should yo~ have any questions, please contact the Commission on Water Resource Management stafft587-0225.

Ene.

JOHN WAIHEE

GOVERNOR OF HAWAII

o o



P. O. BOX 621


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

Dear Ms. Ziegler:

JUL 10 1992


WILLIAM W. PATY

CHAIRPERSON



GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY

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


Oahu HECO-Waiau Wells 2357-11,12 Well Modification Maui Haiku Well 5419-01 Pump Installation Hawaii Halekii-DWS 3155-02 Well Construction Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Wen and Pump Hawaii Keahole-DOT Terminal 4462-01 Well and Pump Hawaii Keahole-DOT Irr. 1-3 4462-02 to 04 Well and Pump

Should you have questions, please contact the Commission on Water Resource Management staff at 587-0225.

NF:ky Enc.

Sincerely,

RAE M. LOVI Deputy Director

JOHN WAIHEE

GOVERNOR OF HAWAII

o o



Mr. Bruce C. McClure Chief Engineer Department of Public Works County of Hawaii 25 Aupuni Street Hilo, Hawaii 96720

Dear Mr. McClure:

P. O. BOX 621


JUl. I (J 1992

Well Construction and Pump Installation Pennit Applications

WILLIAM W. PATY

CHAIRPERSON

JOHN C. LEWIN. M.O. MICHAel J. CHUN, Ph.D.

ROBERT 5. NAKATA RICHARD H. COX, P.E.

GUY K. FUJIMURA

RAE M. LOUI, P.E.

DEPUTY

Transmitted for your review and comment are copies of the following pennit applications:


Hawaii Halekii-DWS 3155-02 Well Construction Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Well and Pump Hawaii Keahole-DOT Tenninal 4462-01 Well and Pump Hawaii Keahole-DOT Irr. 1-3 4462-02 to 04 Well and Pump

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


NF:ky Enc.

Sincerely,

M~ ! RAE M. LOU!

Deputy Director

o o JOHN WAIHEE

GOVERNOR OF HAWAII



Mr. William Sewake, Manager Department of Water Supply County of Hawaii 25 Aupuni Street Hilo, Hawaii 96720

DearMr.~

P. O. BOX 621


JUliO 1992

\ ~Construction and Pump Installation Permit Applications

WILLIAM W. PATY

CHAIRPERSON



GUY K. FUJIMURA

RAE M. LOUI. P.E.

DEPUTY



Hawaii Puukapu Shallow Expl. 6337-02 Well Construction Hawaii Haw'n Par. Park-HBIF 3586-01 Well and Pump Hawaii Keahole-DOT Terminal 4462-01 Well and Pump Hawaii Keahole-DOT Irr. 1-3 4462-02 to 04 Well and Pump



NF:ky Enc.

Sincerely,

RAE M. LOUI Deputy Director

< i: \'

OOMMISSION ON RESOURCE MANAGEO

FROM:_----t(~_? _______ DATE: ~({ )qv' \

FILE IN: __________ _

TO: INIT:

G. Matsumoto E. Sakoda Y. Shiroma E. Hirano S. Samuels G. Bauer R. Rozeboom

==R. Hardy

R. LOVI S. Kokubun

PLEASE:

See Me Call Review & Comment Take Action

__ Investigate & Report . __ Draft Reply __ Acknowledge Receipt __ Type Draft __ Type Final __ Xerox __ copies

FOR YOUR:

__ Approval __ Signature

Information

REMARKS:

,." ~.

o o JOHN WAIHEE

GOVERNOR OF HAWAII

WILLIAM W. PATY. CHAIRPERSON

BOARD OF lAND AND NATURAL RESOURCES

TO:

FROM:

SUBJECT:


DIVISION OF WATER AND LAND DEVELOPMENT

Mrs. Rae M. Lou Commission on

Well Construction P Shallow Exploratory

P. O. BOX 373


JUN - 1 1992

ent

•

DEPUTIES



AQUATIC RESOURCES CONSERVATION AND

ENVIRONMENTAL AFFAIRS CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE HISTORIC PRESERVATION

PROGRAM LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

Transmitted for processing is the Well Construction Permit for the subject project.

Also, attached are the U.S.G.S. map and property tax map for the well.

Should you have any questions, please contact Mr. Edward Lau of the Project Development Branch at extension 70227.

SL:lc Ene.

~o mO (/.l "::$ 0-, ............... ', ~~:~ ... ~ ''''''(,0» ('") ',I}

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o 0 COMMISSION ON WATER RESOURCE MANAGEMENT Department of Land and Natural Resources R E C FIVe: 0 Division of Water Resource Management

92 JIl I pI: 37

APPLICATION FOR: !]I Well Construction or [J Pump Installat~MWtN WATER RESOURCE MANAI)MNT

Instructions: Please print or type and send completed application with attachments to the DIv. 0' Water Resource Management, P.O. Box 373, Honolulu, Hawaii 96809. Application mu.t be accompanied by a non-refundable filing , .. 0' $25.00 payable to the Dept 0' Land and Natural Resource.. (FUlng 'ee waived 'or govemment agencies.) If neceu.y, phone 548-7643, Hydrology/Geology SectIon for assistance.

1. WELL LOCATIONINAME: Puukapu Shallow Exploratory Well Island Hawaii

Address Waimea, Hawaii Tax Map Key 6-3-01: 04 (Attach a USGS map, scale 1-.2000', and a property tax map showing weD location referenced to established property boundaries.)

2. (a) WELL OWNER: State of Hawaii (b) LANDOWNER:

Firm Name Div. of Water & Land Development

contact Person Manabu Tagomori Address 1151 Punchbowl St., Room 227 Hon., HI 96813 ph. 587-0230

Firm Name State of Hawaii COI"UdPerson __________________________ _

Address ____________________________ _

3. PROPOSED CONTRACTOR:

Name .......;T;;..;o--::;.b.;;;;e_d;;;.;e;.;t;;..;e;.;;;.r.;;,;;m;;;;in;.;.;e;.;d~ ______________ Contractor'. Uc:ense No. ________ _ Addres. __________________________________________ --'P .... h .... • ____________ _

4. PROPOSED WORK: m Drt. New Well [J Deepen [J Redril

5.

[J Alter [J Seal [J Abandon

[J In.taIl New Pump [J Replace Pump [J ModIfy Pump

(Briefly describe the proposed work and flU In the diagram on the back of this form.)

PROPOSED USE: [J Municipal (Including hotels, stores, etc.)

[J Dom .. tic (lndivldua/', noncommercial water sy •• ) [J Irrigation (specify) ______ _

[J Military

[J Indu.triaI ~ Other (specify) Exploration

6. PROPOSED AMOUNT OF WITHDRAWAL: gallons per day

7. PROPOSED PUMP INFORMATION:

Pump Type: [J Vertical Twblne [J Slrm"""~

Motor: [JOI ....

[JGa [J E18C111c. at a rated horsepower 0' __ _

Rated Pump Capacity: Gallons per I1"IRJt8 ___ _

Landowner (print) __________ _

Signature-:~::..:..__J.:.-~..::...-...,._~+----Signature ______________ _

Date ____ ~-w~~~~~~-----Oate ______________ _

For Official Us. Only: FiBld Checked 8y _________ _ Dat.~ ________ _

Latltude, ______ _

Longltud.:...-_____ _ Hydrologic Unit~~:--::~_

Stat. Well No. f3 - b 337- °L

/Zubpc. Sid It~. ,~t/f. .'

Briefly describe the proposed work:

Explore for a groundwater source by drilling approximately 360 feet deep.

Geophysical logging will be done. The well will be checked for its chloride

"(.

content an~Nater level, and pump tested for determination of its safe yield.

Elevation at top of casing' . 3022 ft., m

Cement Grout: 166 ft.

Hole Diameter: __ 1_8 __ in.

to be Total Depth: determinedft.

Rock Packing: __ 0 __ ft.

sl.

PROPOSED SECTION OF WELL

r-

· . -: . . ' · .' · .' ' .. '. · .: · . . · . " '. . . · I-l.: . . I I.: '. · . · '. . . . . ;..:.. ..::.:.

,

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I I I ~ I I r

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I'

Ground Elevation: 3020 ft.,msl*

Solid Casing:

Material Steel Length _1_9_0 ______ ft.

Diameter 12 in. Wall thickness 0.365 in.

Casing: m Perforated o Screen

Material_S:;...;t::;.,.;e:;,,;:e;;,;;;l;....-____ _ Length _1_7_0 ______ ft.

Diameter 12 in . Wall thickness 0.365 in. Openings 80 sq. inJL.F.

Open Hole: Length 240' if required

Diameter _--=1;,.:1:...-____ in .

. "' I

.:. .1

"Approximate elevation at time of filing application. Final elevation (msl) by a surveyor licensed by the State must be submitted at start of construction.

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