jl - higp · john waihee ,pe" i ii governor of hawaii o state of hawaii department of land and...

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DRiLUNG LOG

1

-,' a30 AHUA STREET • HONOLULU. HAWAII e681S1

TELEPHONE (808 I a3l·688a • 833·1444 (,.. \V •

_____ Elevation ft. ate_....:...; __ "--..,.-____ -~ .......... ~

Customer_-=:::S':..!i.ll..!1'-.:"'"--':;;'-I,..;f'~~~;:;;;;:..oI,..J...I,._It-_-7"~*~""';"' __ Location (('C./C-r-r S7"-r_,, [;. r- k Ic;('t~~

Oriller __ .;;;'-:-;;;.\.:..;.:.. ......... ~..:../_(...;.?/.:..'d...:..(.:..../.:.../.~f' ____ _ ...iiLHn. Rig __________________ _ Helper_-I-f..:l.:/ ..... '7'.:.,.:

WELL: (] - I

DATE: II - L/ - 8 "

DRAWDOWN

TIME ELAPSED SEC. G P M GAUGE, STATIC DRAl'1DO~1N CO~TS I I ------TIME' " GAL READING GAUGE (FT. ) w~1I 'O(..f+A j..,).. (PSI) ~.H,'f... 1.~\ I I...L (Min. ) PRES,(PSI /r'oT-

WELL: [s - d-. . "'"",

DATE: II - 5 ~ ~ ~

DRAWDOWN

TIME ELAPSED SEC. GPM Gj\UGE . STATIC DRA~lDOWN COMMENTS ?{/ /0

,,, TIME.'" : .. GAL ------ w..11

-. /.2 _.::> ~. WELL: /...) .2'>

--~------------------ J DATE:_'~( ,_---:'-I~---:$?..:....;.f.o...:.-,~_ 1(0 f~e. r-Iq tv£>' ~a ,.../(.

D' RAW DOW N

TIME ELAPSED SEC. GP ItS Q\UGE STATIC DRA\tIDO\tJN COMMENTS L, 3'-'. 's 1/ GAL . ------ w~i/ Oep-t TIME' .. READING GAUGE CFT. ) (Min. ) (PSI) PRES.CPSI \l~H. j. 'l..~\ f.A.lcrr.el- I~..;~/ 17 'S""

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JOHN WAIHEE ,Pe" I Ii

GOVERNOR OF HAWAII o

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

P. O. BOX 621

HONOLULU. HAWAII 96809

WELL DRILLING PERMIT

for

Kokee State Park Exploratory Wells A and B State Well Nos. 0739-01, 02

Kokee State Park, Kauai

TO: State Parks Division Honolulu, Hawaii

W''-'J~'' W. PATY. CHAIF1MAti

BOARD OF LAND & NATURAL RESOURCES

DEPUTY TO THE CHAIRMAN

DIVISIONS: AQUACULTURE DEVELOPMENT

PROGRAM

AQUATIC RESOURCES CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

In accordance with Chapter 166 of Title 13, "Rules for the Control of Ground Water Use in the State of Hawaii", your request to drill two wells to provide water for Kokee State Park, State Well Nos. 0739-01, 02, is approved subject to all applicable laws, rules and ordinances.

MAR 18 ,--

Date of Issuance

cc: USGS Dept. of Health, Drinking Water

Program Kauai DW

Chairperson

, . 0-..-'

DRiLUNG LOG

j

-' DRiLUNG LOG

'",-~ __ 19 &--.c

DRIWNG LOG

B30 AHUA STREET • HONOLULU. HAWAII eSBle

TELEPHONE IB08) B3e·SBBB • 833·1444

Date_~/~~:;.....--_'i-4-__ -19 ~" Job No • .).."1 -. :;b Hole No. Q; Elevation __ '? ___ ft. Customer_.......;:S::..lt...1.;,oL.'-k.!..~ ... ".....:( ... -;.;...,..(_·:_fJ~{~"\.w;P' ... ",.;;,;\;I .... ; .... i..".--.... I_\ .... I, ... # ;0.0,,1_(-.' _t ___ ' location_.:.../~('Q .. ·;...(.._ ic'f (" .'i'i;(/ ..... "\,It.,. (1.'7 h.;;tU~ t V J~::s.i.::t!(-f'cl J1'l!LS' .6v51t-s -:~t_.,k ",;lo4- /> (,t I (~rI tI"" I"J .:. t':~.1 < .. ~ i- h; /'J"f'" V --t;-t:l k- ~~.M J-!&; w1 t>u~d ~ t; ~ iii. v ("~ '1;-k ~,--I- j.-I~ lou Jc U~ ./'lY!f iii / r./~ I ~Tad .. I'(-1 dl-,'//dt (' dLI~IIt>(1 ~~ Vi o 1h t./. -h?~-f ./1 -/ 1/ / / Remarks: ____________________________________ _

.' .. R SCOE

MOSS COMPANY

DRILUNG LOG '".","

830 AHUA STREET • HONOLULU. HAWAII 8681S1

TELEPHONE (808) 838-6888 • 833-1444

I ""\ ~ 8 7 ,.., :>... ~ I --ar- 7_ Date """- - ..; 19 -b Job No. c'"'.) • c::;) Hole No. Elest;n-----.,.-ft. Customer--.-.:S::..~ l.!tq~, -....:..tv~~

R SCOE MOSS COMPANY

Driller __ ...;~::=..:./..:~~_r2w....:..,.i..!:I!.l.u.:...;..;/x~ ___ _ hI • r

Helper_...:a~"'"'"';,:..., e*"---,fj;,.;::t;.;;.!"c-"-I'1~/~/,,,/~' .... '1! .... P....z;;;.h-__ Helper _____ --:... _______ _

Arv. Job _____ Lv. Job ____ _

DRILUNG LOG

830 AHUA STREET • HONOLULU. HAWAII 1168111

TELEPHONE (808) 8311·6888 • 833·1444

7 Elevation ___ "' _____ ft. - I t' /1 I.' \0 Y /:;(J-,,~

/ ') 2 0 L ~Hra. Rig __ .:..r::......J -['--.,;=-_____________ _ If) Hrs. Ga$ ________ OIl ________ _

___ Hra. Repairl _________________ _

__ Hra. _____________ Or. No. ____ ___

Bit.Size ____________ Type ____________ _

Caling-Size in., Length in hole ft. in., An:tt. Perforated ____ ft. in. Depth Start ft., Depth Stop ft., Feet Drilled _________ _

Water Ltvell Time M ft Time M ft , ., . Mo •• u,omontl A •

Depth F., •• ti_ aOlllo,!lS T.p

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DRILUNG LOG

830 AHUA STREET • HONOLULU. HAWAII 86811t

TELEPHONE I ~O~S) :8;,1t-68~~ • I$V 114C-i d , .

07?r--0 2-/\-~ f,"~

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/ V Remarks: ______________________________________________________________________________ ____

Q' /'l 'flli1 t ......... Cr / Signed _""";;>",,,;,(::.;;',J~' ...;.',,:-, :../_ (G"-~~_::;-.'MLA..I=-.:::., _______ Date ____ 00-__ ..... ____ 19 Cf!.::..

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DRJLUNG LOG


TELEPHONE (808) 839·6888 • 833-1444

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DRIWNG LOG


TELEPHONE 1808) 838·6888 • 833.1444

Oate_~{I;.;.:./_~ ",;,:)~'_ - .4 .. , Hole No. Elevation~ ____ ft. Customer _---.,;'\_' ;,.,/..;.:0, -_t~:,~_, -";,.;." , "\--_.-..;.i_o";;,,, .... '_, ,,;..," _ .... : ___________ Location /

,: DRIWNG LOG ,,~,;,~~

R SCOE \ '-./ MOSS 830 AHUA STREET • HONOI.UI.U. HAWAII 96819 - COMPANY TE1.EPHONE c 808) 839·6888 • 833.1444

oate_~/....:.I_~--.;;.-:l......;/:....-___ 19 df - Job No. J:5: -: ~;£. Hole No.t?3j-o/ Elevation ______ ft. Customer __ Y-,-. :f~ ft., Feet .Drilled __ 3~o~ _____ _

,~: 00 eM 'f('7 ;' ft Time i(:3o M q ~ 7 '" ft Water Levell Time , ., . MeO'\Iremellt. It. •

Depth f., ... tion a .... rN T.p

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DRILUNG LOG

830 AHUA STREET • HONOLULU, HAWA" 1168111

TELEPHONE (808) 8311.6888,' 833·1444

0732-0/

Oate ___ I_'_'_.)~.::2_,_. __ ~_19_'2_~-",--_Job No. ~ -;] - (:i"),b Hoi. No. IE:::>- Elevation_-= ......... ;..·" ___ ft. Customer __ "-~.:...'1..;:.~:..· -f.:..,' ..;;.'I'--.:r __ ~_ .... /.:..,·'C:..I . .:...1 .;.1...I)r.I' .. I .. I __________ Location /()/(' /..I;I)~ "'-XI! Ii h~ .. ; rI.~

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(~-l+ p~ v-:f1. Ir 117:· cI ('() ~. i ~". /. , 5(') Ii.) ~ ... + '!.. . I , , / V Remark$; __________________________________________________________________________________ _

Signed ft: Oat. ~!_r_1 --'~;;;..,....._~ ____ 19 c1~

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R SCOE ',- '"'-" MOSS 830 AHUA STREET • HONOLULU. HAWAII 86818 - COMPANY TELEPHONE 1808) 838·6888 • 833·1444

Date ___ I __ I_-..:. ... ~J ..... ~"'-;._....., __ 19_~;;;:;~..;;b~_Job No. ,)-S ~ &L-:> Hole No. t? J. Elevation __ :) ___ ft. CUltomer __ .;;;S:;.;.7~li..:.' ..:.'t'_l:..;';",+_· -';"/"'-""JO.1 ... 'J.)_(_~ "",l ... : ___________ Location (CO f. fI r'

DRILUNG LOG


TELEPHONE C 8081 838-6888 • 833.1444

Date (1- rtf 19 Xb Job No. ;,;.:S -- ff(~ Hole No._B;,;;;..c. ___ : .... )._-__ Elevotion __ ~_t: ___ ft. Customer __ ..... st~~~-"twe_~(".:..f'_......;..(~...;.;().=l,.{;;;...).;.;;«....;·\....;iL..-________ Location f, /.,. ~~ \ n l~· .. ,;1 ~-,

Driller __ -..;·3;;:;;...;.;....; •• :..;":......:J_~_> ..... I...;,·(_" .. _I_;..,;"(':..-__ _ ~Hrs. Rig __________________ _ H.lper_~t~.-/~.:I:..;{ __ t;;...:..!'-'_d~(:..., 1..-...,;.:...-___ _ , /) Hr~. Gas ________ Oil _________ _

H.lp.r _____ --------- ___ Hr.. R.pairs _________________ _

Arv. Job _____ Lv. Job ____ _ _ Hrs. ____________ Or. No. ____ _

Bit-Size ___________ Type ____________ _

Caslng-Siz. ______ in., ~.ngth ,In hal. ft. in., Amt. Perforat.d ____ ft. in. D.pth Start ft., O.pth Stop ft., f •• t Drilled _________ _

Wat.r L.vels Tim. M ft Time M ft , ., . Mea ... ,ementa A •

D.pth 'orMation a.llla,ks Top

/ ~J.t+ -t;, l.vl't joy L Jt..tt!'

V Remarks: _______________________________________________________________________________ _

Oat. _:.../_1_" ...;,d---.:.,'-I ___ 19 J

DRJWNG LOG

830 AHUA STREET • HONOLULU. HAWAII .S81S1

TELEPHONE • 808) 83.-6888 • 833-1444

cf Job No. .'J. '3 - 6"-c. Hoi. No. Oate _____ I ..... 1 _-...;:;;J'i=-' ~-F--___ 19 QL

Custom.r ___ S:...?...:..'f,;..,i:'rt'-·:";"""';:;'-"':"i...:..)~...:..~_~/~i.~.A;;.....;:;.o(;;...#.:...i .:..,. ________ Location •

Oriller· __ """.;J...:!..L..·,·;.;;Vb:;),.....;R;~(~.J~J:...:::d;;:..;!;....;J.,..~ __ _ 4,LHrs. Rig __________________ _ H.lp.r· __ t.::.lj!:i.;,t.::...'~~~· ~c:J.J.··..:.:b.;.:.·' ____ _ '0 Hr,. Gal ________ Oil _________ _ H.lp.r _____________ _ ___ Hrs. R.pairs _________________ _

Arv. Job, _____ Lv. Job ____ _ _ Hrs. ____________ Or. No. ____ _

Bit.Slz. ___________ Typ. ____________ _

Casing.Siz. in., Length i", hole ft. in., Amt. Perforated ____ ft. in. Depth Start ft., Depth $top ft., Feet Drilled _________ _

Water Levels Time M ft Time M ft , ., . Meaaurementa It. •

D.p. 'or_tioII aelllarks Tep

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TIME ELAPSED SEC. GPM GAUGE ~!~!!2 DRA\'lOO\'m COMMENTS TIME" '. GAL READING GAUGE (FT. ) (Min. ) (PSI) PRES.(PSI tl, H. j. 121\ la~{,~e St"+Gt "3~ I (:~

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-R SCOE

MOSS COMPANY

DRJWNG LOG

830 AHUA STREET • HONOLULU, HAWAII 88818

TELEPHONE (8081 838-6888 • 833-1444

OZ71~/

Date_---'/...:../_~...;;:>.. ... L..;;;;...> ___ 19 R{" Job No. a-3 -' SS-(.;. Hole No. -6 a Customer_---'S..l.·..l.;_'.'l:..,::-;' ~;:;..--l(..:~,...;,~,_----'I...;/;;;,.::'(;;..;i. !:.;;..,,~J ... ;..;1.-.;.\·...:~'--________ Location (Cok we

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Driller ___ --.-:T:..:;{...:·~.:;;;t."~, -'t...:·::...:~...;,.;.../~l_J-r"'__ ___ _ --Z-Hn. Rig ___________________ _

Helper_-.l-.I../,.!J,;.LJ,ll........!f...:;~;.:::::rl...:-l::;..:.:;..""'~ ___ _ 'l Hr~. Gal ________ Oil _________ _

Helper ____ ~--------_ ___ Hr.. Repairl _________________ _

Arv. Job _____ Lv. Job ____ _ _ Hn. _____________ Or. No. ____ _

Bit-Size ____________ Type ____________ _

Casing-Size in., Length In h91e ft. in., ·Amt. Perforated _____ fl. in. Depth Start ft., Depth Stop" ft., Feet Drilled _________ _

Water Ltvell Time M ft Tim. M ft , ., . M.a.u,.m.ntl A •

D.pth F.,mation a.mar'" Tap

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SECTION 11210 - SUBMERSIBLE PUMPING UNIT AND APPURTENANCES

1.01 - REQUIREMENTS: This section covers the requirements for ishing, delivering, installing and testing the complete submersible ing unit for this project.

1.02 - DESIGN CONDITIONS: the following data:

A. Submersible Pumps

The pumplng unit shall be designed on the

1. Number required: One (1) installed and one (1) spare

\)\V~ L l.:2-. "0 ~~ \j,;,

C. Discharge Column Assembly

1. Discharge Column Pipe

a.

b.

Pipe diameter: 2 inches

Minimum pipe with all thickness: (Schedule 40)

0.154 inches

c. Material Specification: ASTM A 120

2. Discharge Column Pipe Coupling

a. Size: 2 inches.

D. Surface Plate Assembly

1. Size and type of discharge: 2 inch, NPT

E. Pumping Unit Efficiency Test Requirement

1. Minimum efficiency of pumping unit at rated capacity and head: 69%

1.03 - WELL DATA: All reference elevations below refer to Grade ~Elevation as 0 ft. (+3,560 ft. msl) , ..

A.

B.

C.

D.

E.

Casing diameter, inches

Elevation of bottom of well solid casing, ft.

Elevation of bottom of pump bowls, ft.

Elevation of bottom of air line, ft.

Elevation of estimated static water level in well, ft.

(-) 26

8 I.D.

(-) 10

(-) 27

(-) 10.58

F. Elevation of bottom of well & perf. Casing, ft. (-) 39

1.04 - SUBSTITUTION OF SPECIFIED PUMP: If a specified pump model has been used to dimension plans and specify pump performance characteristics, a substitute pump can be used only if the following conditions are met:

A. All changes in dimensions resulting from the substitution of the specified pump shall be the responsibility of the Contractor and such changes must be approved by the Engineer.

B. The substitute pump must have performance characteristics equal to or better than the specified pump. Specific performance characteristics that shall be compared are the required horsepower, efficiency and head-capacity curve.

C. The Engineer must approve the substitution before the substitute pump is ordered.

Submersible Pumping Unit & Appurtenances

11210-2

1.05 - PRELIMINARY SUBMITTAL: The Contractor Shall submit live copies f the following to the Engineer for approval before the pumping unit is

ordered:

t A. Preliminary Pump Characteristic Curves The preliminary pump 'characteristic curves shall show the proposed head, efficiency and brake horsepower vs. capacity of ~he pump to be furnished.

B. Pumping Unit Specifications: The Contractor shall submit complete specifications for the pump and motor he proposed to furnish. All pumping unit material shall be specified.

1.06 - FACTORY LABORATORY PUMP TEST: The Contractor shall submit five(S) factory certified copies of performance curves and test data sheets of a non-witness factory laboratory running test conducted for each bowl assembly furnished. The curves and data sheets must be approved by the Engineer before the pumps are installed. The performance curve shall show the head-capacity, efficiency-capacity and required brake horsepower-capacity curves for each bowl assembly. .

1.07 - CERTIFICATION OF DISCHARGE COLUMN PIPE: The Contractor shall submit to the Engineer, before the pumps are installed, a certificate verifying the following:

A. speci fied.

B.

C.

The thickness of the discharge column pipe furnished is as

The pipe supplied conforms to ASTM Designation A120.

The plpe has been coated with zinc inside and outside by the hot-dip process.

1.08 - ORDERING OF PUMP ASSEMBLY: The pumping unit shall be ordered as soon as notice to proceed has been issued and calculations, shop drawings and pump data have been approved by the Engineer.

1.09 - LAYOUT DRAWINGS: Five(S) sets of pump and plping layout drawings shall be submitted for approval to the Engineer prior to construction. All dimensions of pump, valves, piping, fittings, and appurtenances shall be shown.

1.10 - GUARANTEE: The equipment covered by these specifications shall be guaranteed against defective parts due to faulty material or workmanship for one(l) year after date of acceptance of project. Each bidder shall guarantee to replace all defective parts within the period of time specified. All costs for the replacement of defective parts including the removal and reinstallation of the pump shall be paid for by the Contractor at no cost to the Board. The guarantee shall be in writing and shall be given to the Engineer prior to the completion of the project.

PART II - PRODUCTS

2.01 - SUBMERSIBLE PUMPS: The submersible pumps shall be of the


11210-3

,.ulti-stage turbine type as manufactured by Grundfos Pump Company, Layne and ':sowler, Inc. of Memphis, Floway, Byron Jackson Pump Division, Peerless Pump Co., or approved equal.

Each pumping unit shall consist of a submersible motor, a pump bowl .ssembly, a discharge column assembly, and a surface plate assembly. The .otor shall be described in Paragraph 2.02.

The pumping units supplied shall conform with these specifications and the "American National Standard for Deepwell Vertical Turbine Pumps - Line Shaft and Submersible Types", ANSI B 58.1 as last revised. These specifications shall serve as a compliment to ANSI B 58.1 and where contradictions occur, these specifications shall govern. These specifications indicate minimum material quality required.

A. Pump Bowl Assembly: The pump bowl assembly shall consist of the pump bowls, Impellers, shaft, pump motor coupling and suction interconnector.

The pump manufacturer shall provide enough clearance in the pump bowls to all for any distortion of the pump shaft under any operating condition without the impeller making contact with the bowl.

Downthrust and upthrust loads shall be absorbed by thrust bearings in the motor.

1. Pump Bowls: Each bowl shall be accurately machined and fitted to close dimensions and fitted with rubber type bearings on each side of the impellers.

2. Impellers: The impeller shall be fabricated of 316 SS or 304 SSe The impellers shall be finished allover, accurately fitted and perfectly balanced mechanically. Passages shall be smooth to assure efficient operation and to prevent air or sand locking. The impeller shall be locked securely to the shift with keys, taper bushings, locknuts or set screws.

3. Impeller Shaft: The impeller shaft shall support the • impellers and shall be of ground and polished No. 431 stainless steel. The shaft shall be supported by suitable non-corrosive bearings on both sides of each impeller with positive means for water lubricating each bearing.

4. Suction Interconnector and Strainer. The suction interconnector shall join the pump bowls to the motor housing and shall act as a suction bowl and shall support the strainer. The interconnector shall contain suitable non-corrOSive bearings to guide the lower end of the pump shaft.

The suction strainer, mounted on the interconnector housing, shall be of zincless bronze or stainless steel, fabricated from a perforated plate or expanded metal screen or PVC, with a net inlet area equal to at least


11210-4

three times the impeller inlet area. The maximum unit opening shall not be more than 75 percent of the minimum opening of the water passage through the bowl or impeller.

B. Discharge Column Assembly: The discharge column assembly shall consist of the discharge column pipes, couplings and check valves.

1. Discharge Column Pipe: The column pipe shall be galvanized steel pipe of the ASTM designation, size and thickness specified. The pipe may be furnished in random lengths. The pipe ends shall be provided ~ith ANSI standard tapered pipe threads. The pipe shall be galvanized on the inside and outside by the hot dip process with. no less than 1.8 ounces per square foot.

2. Discharge Column Couplings: Couplings shall be sleeve type galVanized steel couplings conforming to ASTM A53.

C. Surface Plate Assembly: The surface plate assembly, consisting of an upper and lower plate shall be of fabricated steel. The assembly shall be rigid enough to support the entire weight of the suspended parts and all thrust loads. The upper plate, to which the pump and column assemblies are attached, shall be provided with at least three openings for the power cable, well vent, and water level indicator. The upper plate shall also support the discharge flange of the size and rating specified. Suitable lifting lugs or pad eyes shall be provided to support the suspended components safely during installation and servicing. Openings in plate shall have provisions for a water-tight penetration.

The lower plate, which shall be welded to the well casing, shall be tapped to receive the stud bolts used to secure the upper plate.

2.02 - SUBMERSIBLE MOTOR AND POWER CABLE: The submersible motor shall be of the totally enclosed type suspended below the pump bowl assembly. Power for the motor shall be supplied by a power cable attached to the pump bowl and column assemblies.

A. Motor: The submersible motor shall conform to the latest AWWA, NEHA, and IEEE standards for submersible motors. The motor shall be of the squirrel cage induction type designed with normal starting torque and low, across the line starting current. The motor shall be capable of continuous underwater operation under the head specified. The motor shall be Franklin Electric, or approved equal.

The motor shall have a horsepower rating of not less than specified and shall have a 1.15 service factor. The motor shall be capable of operating for a few minutes under shutoff head conditions.

Thrust bearings shall be provided as an integral part of the motor and shall be of ample capacity to carry the weight of all rotating parts plus the hydraUlic thrust in both directions. The bearing shall be of such a size that the average life rating based on continuous operation is no less than live (5) years. The bearings shall also have the capacity to allow the pump to operate for at least ten minutes with the discharge valve closed.


11210-5

The motor shall be designed for operation in a well of the diameter . specified and shall be such that maXimum now past the motor does not exceed

12 feet per second.Baffles shall be provided as part of the motor if required . for adequate cooling.

The motor shall be filled with water and the water shall be circulated throughout the motor for cooling the rotor, stator winding and bearings.

The motor shall. be equipped with a mechanical shaft seal. Suitable precautions shall be taken to prevent sand, silt and ~ther foreign material from entering the motor.

B. Power Cable: The power cable to the motor shall be provided by the motor manufacturer and shall be long enough to extend from the motor to a terminal box on the surface plate. For every SO feet of cable, at least one foot of extra cable shall be allowed to provide for any sag or twist during installation. No splices shall be made below the static water level unless the splice is guaranteed in writing by the pump manufacturer.

The cable shall have conductors of the size specified and shall be type T-prene jacketed. The cable shall be comprised of three conductors, each insulated by a synthetic rubber compound suitable for continuous immersion in water. The three conductors shall be jacketed by an oil- and water- resistant synthetic rubber or rubber compound meeting all requirements of IPCEA-NEMA standards for nonmetallic jackets, 0 to 600 volts operation. Conductor stranding shall meet IPCEA and ASTH standards as specified.

The cable shall be suitably supported from the column pipe by stainless steel clamps placed at intervals not exceeding IS feet. A stainless steel cable guard shall be provided to protect the cable where it passes over the pump bowls. An insulating pad shall be placed between the cable- and column pipe and between the cable and clamp.

PART III - EXECUTION

3.01 - CONTRACTOR'S RESPONSIBILITY FOR CHECKING WELL: The existing well has been checked for plumbness and alignment in accordance with AWWA Standard for Deep Wells; pump tested and developed; and found to be satisfactory. There is no reason to believe that there has been any changes in this well since it was installed. The Contractor is invited to examine the Department's records of the above tests; including the size and capacity of test pump used in the test. However, the Pump Contractor may at his option make such tests as he may deem necessary in accordance with AWWA Standards to ascertain that the well and casing are in satisfactory.condition before the installation of the pump. Any condition thus found to be unsatisfactory shall be immediately reported to the Engineer. Commencing with the installation of the pump by the Contractor shall be construed to mean that the well and casing are Satisfactory to the Contractor for the installation of the pump. All costs for testing shall be paid for by the Contractor. After the pump is installed and no abrasive material that will damage the pump is found in the pumped water, the well shall be deemed to be properly developed and the Contractor shall not make any claim for additional


11210-6

p~yments, allowances for decreased efficiency of the pump, or @ny other allowances due to the condition of the well.

3.02 - INSTALLATION OF PUMPING UNIT: Installation of the pumping unit shall be made for the Contractor by a State approved- subcontractor holding a C-68 Pump Specialty License for the State of Hawaii; under the direction of the supplier of the pumping units. The units shall be installed only in the presence of the Engineer.

3.03 - INSTRUCTION BOOKS: Five Sets Of instruction books which cover the installation, operation and maintenance of the pump and motor including parts list and other pertinent information shall be submitted to the Engineer prior to its delivery to the job site.

3.04 - INSPECTION OF PUMPING UNIT: Immediately upon the arrival of the pumping unit at the job site , the Contractor shall make a careful inspection of the pumping unit and all incidental items that go with the unit and shall submit to the Engineer a certified check list describing all items checked. All defects and or parts not conforming to these specifications shall be replaced without delay.

3.05 - TEST OF PUMPING UNIT: After installation of all machinery and other equipment in the well, a complete operating test of the pumping unit and other equipment shall be made over a period of not more than four hours. The Contractor shall make his own arrangements and pay for power and other costs.

Throughout the operating test, the pumping unit shall run smoothly witho~t vibration or heating of the bearings. If, during or as a result of this test, any structural or mechanical defect or weakness develops or if the equipment fails to deliver its required discharge at the respective head under required conditions, the state reserves the right to reject any part or all of the equipment and demand reconstruction or replacement to meet the requirements of these specifications.

After the operating test has been completed to the satisfaction of the Engineer, an efficiency test shall be made for the pumping unit. This efficiency test shall be made in accordance with the latest edition of the "American National Standard for Deepwell Vertical Turbine Pumps - Line Shaft and Submersible Types". The capacity of each pumping unit shall be tested under the head-capacity conditions specified.

All gages and equipment required for tests, which are not available at the site will be furnished, installed and tested by the contractor in the presence of the engineer.

The overall efficiency of the pumping unit shall be the ratio of the water horsepower delivered by the pumping units as measured at the pump discharge head to the total electrical power consumed by the unit. Overall efficiency shall include all pump and motor losses.

The quantity of water delivered shall be based on readings of the now tube. No special Calibration will be made. Tests shall be made with the electric current normally furnished by the Hawaiian Electric Company, Inc. No adjustment of the electrical power will be allowed.


11210-7

_.

Should the test for efficiency for the pumping unit result in an overall efficiency of less than that specified at the guaranteed capacity and head point the Contractor shall make the changes and replacements necessary to obtain this required overall efficiency, and the cost of all such changes and replacements and of any additional tests required shall be paid by the Contractor. During the period between the first test and the final acceptance of the pumping unit by the engineer, the units shall be left in place and in good working condition for use by the state in order to provide service if required, and at no additional cost to the state.

If the pumping unit is capable of pumping the rated capacity under normal operating conditions, the efficiency test may be waived at the option of the engineer.

3.06 - MEASUREMENT: The number of pumping units to be paid for shall be the number of complete pumping units actually installed and accepted, including motor, airline, surface plate assembly, bowl, and discharge column.

3.07 - PAYMENT: The pumping unit, which includes motor, measured as provided above, will be paid for at the applicable contract lump sum price each for:

" __ 2 ___ submersible deepwell pumping unit including discharge column assembly, surface plate assembly, pump bowl, submersible motor, and airline,".

Which price shall be full compensation for furnishing, handling, installing, and testing pumping unit; and for all equipment, tools, labor, materials, including drawings and instruction books, and incidentals necessary to complete the work.

Payment for the item shall be made as follows:

Forty (40) percent of the total cost for the item will be paid when the completed pumping unit is acceptably delivered at the job site.

An additional forty (40) percent of the total cost for the item will be paid after ~he pumping unit has been installed.

The remaining twenty (20) percent of the total cost for the item will be paid after the pumping unit has been tested and accepted.

Payment for the inspection and testing of the pumping unit shall be made by the Contractor within thirty (30) days after receipt of invoices. The Engineer shall have the right to withhold from monies due the Contractor, a sufficient amount to cover such invoices. The right to withhold money from the Contractor will be at the discretion of the Engineer and shall be without recourse by the Contractor.

END OF SECTION.


11210-8

February 13, 1987

TO: ilr. Ralston Nagata, Administrator Division of State Parks

PHon: f'~anubu '1'agomor i

SUBJECT: Kokee State Park Exploratory Hells A and 13 (0739-01 and 0739-02), Kokee, Kallai

Transrnitteci hereuith for your information and files is a copy of our memo for the record concerning the exploratory water wells conpleted at Kokee State Park, Kauai.

Sbould you have any questions regarding our reconmen

•

February 10, 1987

MEMORANDUM FOR THE RECORD

FROM: Dan Lum and Dean Nakano

SUBJECT: Kokee State Park Exploratory Wells A and B (0739-01 and 0739-02), Kokee, Kauai

INTRODUCTION

In December 1986, the drilling and testing of two exploratory water wells were completed at Kokee State Park, Kauai. The wells were drilled by Roscoe Moss Company using a cable tool rig to investigate the availability of perched ground water as an alternate source of drinking water for Kokee State Park.

The wells are located at an elevation of 3,560 ft. above sea level.

Well A (0739-01) lies near the intersection of Elekeniiki and Elekeninui Streams, approximately 1,800 feet from the Park's existing 3-inch diameter water supply pipeline. Well B (0739-02) is located approximately 500 feet from the Park's pump house source which lies on the opposite bank of Elekeninui Stream.

GEOLOGY-HYDROLOGY

From the driller's logs, Well A penetrated brown, highly weathered basalt to a depth of 38 feet, followed by dense, brownish-gray to blue basalt from 38 to 39 feet.

Well B penetrated brown alluvium from 0 to 19 feet deep, followed by dense, blue basalt from 19 to 22.5 feet.

Perched ground water was encountered in both wells. Well A taps a small perched aquifer only 28 feet thick and Well B taps an even smaller aquifer of only 11 feet thickness. The depth to water was measured at 10.58 ft. in Well A and 11.5 ft. in Well B. After completion of drilling and casing of both wells, pump tests were conducted with the following results:

Well A: Well B:

50 gpm at 6.35 ft. drawdown 20 gpm at 3.46 ft. drawdown

Memo for the Record -2- February 10, 1987

CONCLUSION AND RECOMMENDATIONS

Two eight-inch diameter exploratory wells (Kokee Park A and B) were successful in locating shallow (40 feet) perched ground water sources in low permeability, highly weathered basalt and stream alluvium of the Olokele formation. Both wells bottomed out in hard, slightly weathered, dense basalt upon which the ground water is perched.

The perched ground water source occurs along Elekeniniu Stream and is sustained by direct percolation of rainfall (60 inches a year) upon the drainage area of the stream. As such, the sustainable yield of Wells A and B will be subject to droughts like any other perched ground water source. However, results of a six-hour pumping test indicate that Well A can provide approximately 60,000 gallons per day or 40 gpm of fresh ground water. Similarly, Well B can provide approximately 30,000 gpd or 20 gpm. Well A can be used to replace the Park's existing Elekeniniu Stream source, eliminating problems of turbidity and organic content usually associated with surface water sources.

It is recommended that Well A be developed as the primary source with an installed pump capacity of not more than 40 gpm. The existing stream intake system should be retained as a standby source. Well B can be utilized as a standby source, but its maximum pump capacity is only 20 gpm.

No salinity or bacteriological tests were made, but the ground water is undoubtedly very fresh and probably bacteriologically potable. However, because a few scattered vacation-type homes are located upstream of the well site, chlorination of the water may be appropriate in any case.

DL:DN:ko Attach.

DAN LUM

DEAN NAKANO

KOKEE PARK WELL A (0739-01)

Drilled Hole: 16", 0 to 39 ft.

Casing: 8 R , solid, 0 to 10 ft. 8", shutter screen, 10 to 39 ft.

Elevation: +3,560 ft., msl

Depth of Water Level: 10.58 ft., measured on 11-25-86

Drilling Log:

Depth 0' to 38' 38' to 39'

pumping Test Record:

Driller's Description Brown mud with gravel Brownish-gray with blue rock (hard)

(Test conducted by Roscoe Moss personnel on 11-25-86)

Time

8:30 am 8:45 9:00 9:15 9:30

10:00

10:30 10:45 11:00 11:15 11:30 12:30 pm

1:00 1:30 2:00 2:30

(Elapsed o min.

01 min. 02 min. 05 min. 08 min. 14 min. 27 min. 55 min.

pumping Rate (gpm)

static 55.6 53.6 54.5 49.2 53.6

Airline Reading (psi)

11.50 9.00 8.75 8.50 8.50 8.25

(Note: Adjust 51.7 51.7 51.7 51.7 51.7 51.7 50.8 50.8 50.8 50.8

motor to lower pumping 8.50 8.50 8.50 8.50 8.50 8.50 8.75 8.75 8.75 8.75

Drawdown (feet)

o 5.78 6.35 6.93 6.93 7.51

rate) 6.93 6.93 6.93 6.93 6.93 6.93 6.35 6.35 6.35 6.35

(Note: stop time)

pump/begin recovery test)

o o o o o o o o

8.75 10.00 10.25 10.50 10.75 11.00 11.25 11.50

6.35 3.46 2.89 2.31 1.73 1.15 0.58 0.00

Drilled Hole:

casing:

Elevation:

Depth to Water:

Drilling Log:

Depth

0' to 19' 19' to 22.5'


KOKEE PARK WELL B (0739-02)

16:, 0 to 22.5 ft.

8", solid, 0 to 6 ft. 8", shutter screen, 6 to 20.0 ft.

+3,544 ft., msl

11.5 ft., measured on 12-9-8

Driller's Description

Brown mud with clay and small gravel Hard blue rock

(Test conducted by Roscoe Moss personnel on 12-9-86.)

Time

8:39 am 2:30 pm

pumping Rate (gpm)

20.0 20.0


2.5 1.0

Drawdown (feet)

o *3.46

* Drawdown remained steady at 3.46 feet during the full duration of the pump test.

•

lJi ,.., ~ ,,/ \

500 ..... -

1.,,-...· ',-"

o 500

SCALE IN FEET

LOCATION MAP OF JCOKEE.-PARK I~ELLS

KOKEE, KAUAI

... ,-.~

"l . / - t::: . ,.

4)

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a 'C

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--'~' ,: '. < .' ~:,;' I /' -- ;-j Y4-4' 4bbf?£GrA-T£. . ._-.. "- I J (~~ 6 ~ 'J:

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,+1 ~Q 0 \J) () 1/,

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0;- ~

" bErTlf 7b i70rTv"",, or W£LL- z.~,'5 _ ,,-y /

February la, 1987

MEMORANDUM FOR THE RECORD

FROM: Dan Lum and Dean Nakano I

SUBJECT: Kokee State Park ·dXPloratory Hells A and B (0739-01 and 0739-02), Kokee, Kauai

INTRODUCTION

In December 1986, the drilling and testing of two exploratory water wells were completed at Kokee State Park, Kauai. The wells were drilled by Roscoe Moss Company using a cable tool rig to investigate the availability of perched ground water as an alternate source of drinking water for Kokee state Park.

The wells are located at an elevation of 3,560 ft. above sea level.

Well A (0739-01) lies near the intersection of Elekeniiki and Elekeninui Streams, approximately 1,800 feet from the Park's existing 3-inch diameter water supply pipeline. Well B (0739-02) is located approximately 500 feet from the Park's pump house source which lies on the opposite bank of Elekeninui Stream.

GEOLOGY-HYDROLOGY

from the driller's logs, Well A penetrated brown, highly weathered basalt to a depth of 38 feet, followed by dense, brownish-gray to blue basalt from 38 to 39 feet.

Well B penetrated brown alluvium from a to 19 feet deep, followed by dense, blue basalt from 19 to 22.5 feet.

Perched ground water was encountered in both 1rJells. Hell A taps a small perched aquifer only 28 feet thick and Well B taps an even smaller aquifer O~_QnlY 11 f:et thickness. The depth to vater was neasured at,10 ._513 ft. 1n ~-.Jell A and 11. 5 it. in Well B. After completiO'rY--of drilling and casing of both wells, pump tests were conducted with the following results:

Hell A: \iell B:

50 gpm at 6.35 ft. drawdown 20 gpm at 3.46 ft. drawdown

Memo for the Record -2- February 10, 1987

CONCLUSION AND RECOMMENDATIONS

Two eight-inch diameter exploratory wells (Kokee Park A and B) were successful in locating shallow (40 feet) perched ground water sources in low permeability, highly weathered basalt and stream alluvium of the Olokele formation. Both wells bottomed out in hard, slightly weathered, dense basalt upon which the ground water is perched.

The perched ground water source occurs along Elekeniniu Stream and is sustained by direct percolation of rainfall (60 inches a year) upon the drainage area of the stream. As such, the sustainable yield of Wells A and B will be subject to droughts like any other perched ground water source. However, results of a six-hour pumping test indicate that Well A can provide approximately 60,000 gallons per day or 40 gpm of fresh ground water. Similarly, Well B can provide approximately 30,000 gpd or 20 gpm. Well A can be used to replace the Park's existing Elekeniniu Stream source, eliminating problems of turbidity and organic content usually associated with surface water sources.

It is recommended that Well A be developed as the primary source with an installed pump capacity of not more than 40 gpm. The existing stream intake system should be retained as a standby source. Well B can be utilized as a standby source, but its maximum pump capacity is only 20 gprn.

No salinity or bacteriological tests were made, but the ground water is undoubtedly very fresh and probably bacteriologically potable. However, because a few scattered vacation-type homes are located upstream of the well site, chlorination of the water may be appropriate in any case.

DL:DN:ko Attacb.

DAN LtH1

DEAN NAKANO

KOKEE PARK WELL A (0739-01)

Drilled Hole: 16", 0 to 39 ft.

Casing: 8 N , solid, 0 to 10 ft. 8", shutter screen, 10 to 39 ft.

Elevation: +3,560 ft., rnsl

Depth of Water Level: 10.58 ft., measured on 11-25-86

Drilling Log:

Depth 0' to 38' 38' to 39'


Driller's Description Brown mud with gravel Brownish-gray with blue rock (hard)

(Test conducted by Roscoe Moss personnel on 11-25-86)

Time

8:30 am 8:45 9:00 9:15 9:30

10:00

10: 30 10:45 11:00 11:15 11:30 12:30 pm

1:00 1:30 2:00 2:30

(Elapsed o min.

01 min. 02 r.1in. 05 min. OS min. 14 r.1in. 27 nino 55 min.

pumping Rate ( gpm)

static 55.6 53.6 54.5 49.2 53.6


11.50 9.00 8.75 8.50 8.50 8.25

(Note: Adjust 51.7 51.7 51. 7 51.7 51.7 51.7 50.8 50.8 50.8 50.8

motor to lower pumping 8.50 8.50 8.50 8.50 8.50 8.50 8.75 8.75 8.75 8.75

DrawdO\vn (feet)

o 5.78 6.35 6.93 6.93 7.51

rate) 6.93 6.93 6.93 6.93 6.93 6.93 6.35 6.35 6.35 G.35

(Note: stop time)

pump/begin recovery test}

o o o o o o o o

8.75 10.00 10.25 10.50 10.75 11. 00 11.2:> 11.50

6.35 3.46 2.89 2.31 1.73 LIS 0.58 0.00

Drilled Hole:

casing:

Elevation:

Deptb to Hater:

Drilling Log:

Depth

0' to 19' 19' to 22.5'

Pumping Test Record:

KOKEE PARK \iELL B (0739-02)

16:, 0 to 22.5 ft.

8", solid, 0 to 6 ft. 8", shutter screen, 6 to 20.0 ft.

+3,544 ft., rnsl

11.5 ft., neasured on 12-9-8

Driller's Description

Brown mud with clay and small gravel Hard blue rock

(Test conducted by Roscoe Moss personnel on 12-9-86.)

Time pumping Rate Airline Reading DrawdovJll (gpm) (psi) (feet)

8:39 ar.l 20.0 2.5 0 2:30 pm 20.0 1.0 *3.46

* Drawdown remained steady at 3.46 feet during the full duration of the pump test.

'7------. - ---

o

~ . / .

.& • --o 500

SCALE IN FEET

LOCATION MAP. :HF . - JWKEE._PARK I~ELLS

KOKEE, KAUAI

/I"

~

I ...... ~ \] Q ..... ct ,i-\

,'0 I:l-....

~

~: '-'l < ..... W ~

~, \J ~

~ ~! ~.

t(1

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,i- I

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As !?U/ LT Sa:71oA/

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o o o

o t/

0.?5 /

o 6

/t',_

( t:Je:1>TH To 607701'7 0;== WtE:Z-t- .31.0 rr. ~------+-------------~--------~~--~ /"' ......

(NOT To .5c.At..£)

· .---'

I

//5 /3L1ILT S£C7Io;

GEORGE R. ARIYOSHI

GOVERNOR OF HAWAII

May 28, 1986

MEMORANDUM

TO:

V ATTENTION: FROM:

SUBJECT:

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF STATE PARKS

P. O. BOX 1671

LIHUE, KAUAI, HAWAII 96766

Clyde Hosokawa

G. Niitani

SHALLOW WELL KOKEE WATER SYSTEM

DIVISIONS: AQUACULTURE DEVELOPMENT

PROGRAM AQUATIC RESOURCES CONSERVATION AND

RESOURCES ENFORCEMENT CONVEYANCES FORESTRY AND WILDLIFE LAND MANAGEMENT STATE PARKS WATER AND LAND DEVELOPMENT

Well was dug recently with a backhoe. Diameter is 7-feet, depth ll-feet. The water table is at 7-feet deep - thus 4-feet of water.

We used a pump to draft water. Pump capacity was 70 gpm, using a 2-inch suction pipe and l~-inch outlet. We were able to pump out 55 gpm for 8 minutes at which time the well was empty. Noticed there is some recovery, but little.

Call me if you have any questions.

G. NIITANI

7 GEORGE R. ARIYOSHI

GOVERNOR OF HAWAII

85 JUL 3 LESLIE S. MATSUBARA

DIRECTOR OF HEALTH

PI: ,~" • y 5 DEPARTMENT OF HEALTH

11 o .. , '. t !; 1· .. L .» 1 j"~ '-~ N;.; j' i.J;~.,'; V:; .. ,11M} P. O. BOX 3378 Ilill f ,,.:; ~ij{\I FR & STAT'E\dot,..FI\Ht,~8~:'l&. UJcu .. HAWAII 96801 L '""'J' r· ;"NT ,.., ,,:'f'ffir;..-.;r i, i.' LI_ ~ L. L ',} J t' j C In reply. please refer to:

EPHSD/

June 26, 1986

MEMORANDUM

TO: Honorable Susumu Ono Chairman of the Board of Land and Natural Resources

FROM: Leslie S. Matsubara Director, Department of Health

SUBJECT: Kokee and Kaumahina State Parks Drinking Water Systems Violations

The potable water systems that serve the Kokee and Kaumahina State Parks have been in significant violation with state and federal safe drinking water rules. The Department of Health has been vitally concerned over the persistence of violations incurred by these systems. In the past, the Department of Health attempted to work with your Parks Division personnel and recommended that improvements to the water system be made in an expeditious manner to prevent the potential for waterborne illnesses. However, the magnitude of the remedial actions required appears to be far beyond their capability to deal with this matter and requires your assistance.

We have been informed by your Kauai District Office that measures were undertaken to develop alternative sources but we have found those efforts to be unsatisfactory in attempting to achieve compliance with federal and state drinking water rules. In compliance with federal mandates, this is to inform you that, unless immediate remedial actions are taken to avoid future violations, the Department of Health is committed to take appropriate enforcement action against the Department of Land and Natural Resources. Please submit to my office, your Department's plan of action in achieving compliance with applicable state and federal rules.

~.3~ LESLIE S. MATSUBARA

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