o CHECKLIST CONSTRUCTION PERMIT PUMp INSTALLATION PERMIT WELL NAME or LOCATION: .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, __ Contact ______________ __ Address ______________________ _ Phone ____________________________ _ Ph on e. ________________________ __ Date application received ............. • ......... __ __ __ acknowledged receipt/request more info .••.. __ ______ __ Date application accepted ...• ...... •.•.• ........ ________________ _ Suspense date (90 days) ....... • ...... • ...... •... ____ Date filing fee deposited ....................... ____ 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. NB #29 Dept.Pub. Wrks (Hawaii) ____ f_' __ _ ,,- Date agenda due .... •..•.•.• ........ •...•.• ...... 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'
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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 ....•....•... ________________ __
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
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: $549.00 NO. PARAMETERS: 46
Grouted from Q ft. to I 7 ) ft. below ground Gr.vel packed from Ito ft. to '(SA ft. below ground
PBRMANENT PUMP INSTALLATION: }I!! Pump type, make, .erial NO'=-=--=-_I..~y.L-...:I'f __ r....-__________ Capacity ___ gpm Motor type, H.P., volt.ge, r.p.m. Depth ot pump int.ke .etting --'7.In~. ""I6~e~lo~w~------w"'h-rlc-rh~elr-ev"""'."Ttt~o"""'n.,.t • .,..--_-_-~~~::::.~rrr-t. Depth of bottom ot airline n. below _____ which elev.tion 1. ft.
PROPOSED USE N. INITIAL WATER LEVEL D.te and time of mea.urement ..::;J.;A,eIW _____ , ?:YS ",/If O. INITIAL CHLORIDE pp~; . Date and time of .ampling , ___ _
P. PUMPING TESTS: Reterence point (R.P.) u.ed: '4,s""~ which elev.tion 1. 306~ttt. Date .... "J../i:.1../7...:J................................ -Date ............................................................ . Start water level ..... ~1.s.A.1. ............ ft. below R. P. Start water level ........................................... ft. below R. P. End water level ....... ~J.., .. 1 ........... ft below R. P. End water level ............................................. ft. below R. P. Depth of well ........... .$.5 ................... ft below R. P. Depth of well ................................................. ft. below R. P.
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)
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.
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.
o o
o o
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)
__ 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~~ ________________________ ___
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
MEMORANDUM FOR THE RECORD
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.
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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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
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.
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')
~ 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
c
o
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
HONOLULU, HAWAII 96809
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
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
-,
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
e . ,
TO:
FROM:
SUBJECT:
o \
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
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 .
-------..
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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-:,~
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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
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 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.
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
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:
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 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
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
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
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
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:
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. LOU!' 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.
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
DEPARTMENT OF LAND AND NATURAL RESOURCES Commission on Water Resource Management
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
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
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
HONOLULU. HAWAII 96809
. JUL 1 a 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 lIT. 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 the Commission on Water Resource Management staff at 587-0225.
NF:ky Ene.
~ /:
RAE M. LOUI Deputy Director
o o State of Hawaii
DEPARTMENT OF LAND AND NATURAL RESOURCES Commission on Water Resource Management
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
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
P. O. BOX 621
HONOLULU. HAWAII 96809
Ms. MaIjorie Ziegler Sierra Club Legal Defense Fund, Inc. 212 Merchant Street, Room 202 Honolulu, Hawaii 96813
Dear Ms. Ziegler:
JUL 10 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 information are copies of recent well 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 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
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
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
HONOLULU, HAWAII 96809
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:
Island Well Name Well No. Application Type
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.
Should you have any questions, please contact the Commission on Water Resource Management staff at 587-0225.
NF:ky Enc.
Sincerely,
M~ ! RAE M. LOU!
Deputy Director
o o JOHN WAIHEE
GOVERNOR OF HAWAII
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
COMMISSION ON WATER RESOURCE MANAGEMENT
Mr. William Sewake, Manager Department of Water Supply County of Hawaii 25 Aupuni Street Hilo, Hawaii 96720
DearMr.~
P. O. BOX 621
HONOLULU. HAWAII 96809
JUliO 1992
\ ~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
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 the Commission on Water Resource Management staff at 587-0225.
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:
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
DIVISION OF WATER AND LAND DEVELOPMENT
Mrs. Rae M. Lou Commission on
Well Construction P Shallow Exploratory
P. O. BOX 373
HONOLULU. HAWAII 96809
JUN - 1 1992
ent
•
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 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.
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) ______ _
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.