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1:60,000

• OAHU SUGAR CO.

• GENTRY

• PUU MAKAKILO

• CAMPBELL ESTATE

• HFDC

HAWAII PRINCE

• SOGO HI INC.

• PUULOA HOMES, LTD

• C&C DWWM

• OAHU SUGAR CO. BASAL SOURCE~

EWA CAPROCKWELLS o PROPOSED GENTRY WELLS

Mao Proiection: Universal Transverse Merc

TABLE, EWA BY GENTRY NONPOTABLE WATER USE FORECAST

County State Land Units GPO per Year of Development Plan (GPO) Cumulative Project Name TMK Development Plan County Use No. of Units Acres (a) or Acre or Already Total

Designation Zoning District Un. Feet (ft) Un. Foot Completed -1993 1994 1995 1996 1997 1998 1999 (GPO)

Area 1 (PV-l) 9-1-50:91 LOA A-l Urban 15.39 a 2,000 30,780 30,780 Area 1 (PC-l) 9-1-12:1,9-1-12:29 par 1 LOA A-l Urban 4.7 a 2,000 9,400 9,400 Area 1 (pC-2,-3) 9-1-12:1,9-1-12:29 por 1 LOA A-l Urban 16.7 a 2,000 33,400 33,400 Area 3 (GV-l) 9-1-61: 4,28-31,33,36-39 LOA A-l Urban 21.44 a 2,000 42,880 42,880 Area 4 (PV-2) 9-1-61 :3,13-16,25-27,34 LOA A-l Urban 15.67 a 2,000 31,340 31,340

Area 8 9-1-61: 56 LOA A-l Urban 5.53 a 2,000 11,060 11,060

Area8A 9-1-61: por 8 Commercial A-l Urban 3.86 a 1,200 4,632 4,632

Area 9 9-1-61: por 8 Commercial A-l Urban 6.67 a , 1,200 8,004 8,004

Area 10 9-1-61: 7,41-50 LOA A-l Urban 11.71 a 2,000 23,420 23,420

Area 11 9-1-61: 35 PARK P-2. Urban 10.07 a 4,000 40,280 40,280

Area 13 9-1-69:por6 LOA AG-2 Urban 6.94 a 2,000 13,880 13,880

Area 14 9-1-69: por 6 LoNAG AG-2 Urban 20.01 a 2,000 40,020 40,020

Area 16 9-1-69: par 6 IND AG-2 Urban 9.51 a 2,800 26,628 26,628

Area 21 9-1-10: por 7 LOA AG-l Urban 25.41 a 2,000 50,820 50,820

Area 22 9-1-10: par 17,18 PARK AG-l Urban 12.05 a 4,000 48,200 48,200

Area 23 9-1-10: por 17 LOA AG-l Urban 9 a 2,000 18,000 18,000

Area 24 9-1-10: par 17 LOA A-1 Urban 7.48 a 2,000 14,960 14,960

Area 25 9-1-10: par 17 PF AG-1 Urban 8 a 1,200 9,600 9,600

Area26A 9-1-10: par 2 LOA A-1 Urban 9.75 a 2,000 19,500 19,500

Area 268 9-1-10: par 2 LOA A-1 Urban 15.08 a 2,000 30,160 30,160

Area 29 9-1-10: par 2 & 15 PARK P-2 Urban 6 a 4,000 24,000 24,000

Area 30 9-1-10: par 2 & 15 LOA A-1 Urban 16 a - 2,000 32,000 32,000

North South Rd. 9-1-61: por53, 55 street street Urban 3500 If 2.75 9,625 9,625

NS Rd. Ph. 3 9-1-73. street street Urban 1400 If 2.75 3,850 3,850

Geiger Rd. 9-1. street street Urban 1800 If 2.75 4,950 4,950

Geiger Rd. Ext. 9-1. street street Urban 4000 If 2.75 11,000 11,000

FWR (Soda Creek) 9-1. street street Urban 2300 If 2.75 6,325 6,325

FWR (GC, 6, 8, 4) 9-1. street street Urban 3000 If 2.75 8,250 8,250

FWR (Sun Terra) 9-1. street street Urban 1200 If 2.75 3,300 3,300

Sun Terra Tot Lot 9-1-70. RES R-5 Urban 1 a 4,000 4,000 4,000

Iroquois Pt. Rd. 9-1. street street Urban 3400 If 2.75 9,350 9,350

Rd.AA 9-1-10: par 18,19, 20, 2 street street Urban 6500 If 2.75 17,875 17,875

Kolowaka Dr. 9-1-61: par 24 street street Urban 3000 If 2.75 8,250 8,250

Kolowaka Dr. Ext. 9-1-10: por 19 street street Urban 1000 If 2.75 2,750 2,750

Golf Course 9-1-61: por 2 PARK/GC P-2, A-1, R-5 Urban 162.5 a 4,000 238,000 262,000 150,000 650,000

YEAR'S TOTAL: 174,625 34,480 315,747 414,305 218,800 48,512 64,020 32,000 1,302,489

CUMULATIVE TOTAL: 174;625 209,105 524,852 939,157 1,157,957 1,206,469 1,270,489 1,302,489

NOTES: 1. Roadway landscaping is estimated at an average of 2.75 GPO /linear foot of roadway based on plans completed to date by various landscape architects. 2. Commercial and public facilities are estimated at 1200 GPO gross area based on BWS non-potable water use guidelines. Industrial is estimated at 2800 GPO / arce based on these standards. 3. Irrigation of parks is estinmated at 4000 GPO / gross area. 4. Irrigation of low density multi-family residential parcels is estimated at 4000 GPO per landscaped area. Development to date has averaged 50 percent of the parcel in landscaping.

Irrigation at 4000 GPO per net area is equivalent to 2000 GPO per gross area. 5. Golf course irrigation is estimated at 4000 GPO / net area. The total area of turfgrass and adjacent landscaping is 162.5 acres of the 172.2 gross 172. 2 gross acres of the three.parcels

Ewa by Gentry Preliminary Land Use Plan 'March 19, 1993

PALM WJ.AS , - NIflA 1A -~!Jl!

PALM COURT 1 - NIi£A 18 --"2

SODA CREEK 1 - NIf£A 2A --.... 18

SODA CREEK 2 - NIflA ;,as ____ ~

_____ PALM COURT 2 II ~ - MEA 1C __ ~

11£ NIIICIRS - NIfUt. ~ ---.,fIJijI

- PALM '4J.AS 2 - NIf£A 4_-~~:ri~:: FU1UR£ !ItCU FN&Y - NIf£A 5 --.."

F\I1URE SINGLE fN&Y - M£A • __ ~.

!UN RISE - M£A 10 _____ ~~S!!I!IIi~

GEJGEJt PARle - Mf.A 11 ----~~------.; ... ---_,4i

FU1UR£ SINCU fN&Y - M£A 7 ___ --l~..__~---.

FV1URE HlUSlRIAI. - NI£A 1. ----""""

FU'NRE SNCil.E fNILY - NI£A 17

DRAINAGE (GOlf COURSE)

G-J

! 1 I

~~~~~_fU1URE auctf sot - NI£A 3Z

~~~~~~r--- FU'I1JRE SIH<U fN&.Y - MEA ~

_-+_FU1lR WUL11-f'N&.Y -M£A 30

__ --+-- FU1\.IRE PARK - NI£A 21

~-----FU'NRE PARle SI1E - NI£A 1M

~ ___ FU'NRE SItGI..E fN&.Y - NI£.A ,.

'--, _____ n .. _~ SINGLE FN&.Y - MEA ,.

"------FV1URE WUL:II-FN&.Y - MEA • ~ ___ FU'NRE WUL1I-f'MlLY -NI£.A •

'-_______ SlJriI 1'flItA - MUt 12

'-__________ fV1\IRE WUL1I-fN&.Y - MEA 1:'

WULlI-FN&Y - MEA 14

------

e

Ewa by Gentry Preliminary Land Use Plan 'March 19, 1993

PAUlI WJ.AS 1 - /tIIl£A 1A .~

PAUl COURT 1 - /tIIl£A 18

SClDA CMEK 1 - /tIIf£A 2A

SClDA CIEJC 2 - /tIIl£A 2B ___ ~

~ PAUl COURT 2 II ~ - /tIIl£A 1C .:

'tHE M80ItS - /tIIl£A 3 ---.-

- PIUI WJ.AS 2 - NIf£A 4 ___ -#~~=~

f\11URE !INCl.E FNA.Y - NIf£A 5 --.. .. =::;_y -..rAe ~ GEIGER PMIt - M£A 11 L ~

"' J FU1URE SINGLE FNILY - MEA 7

IE INDUSTRIAL - /tIIl£A,. -----....

IE SINGLE FNILY - MEA 17

DRAINAGE (GOLF COURSE)

O-~

n ,1

I

~~ fU1URE ~ SIlt ~ /tIIl£A 32 F1J1tIRE S!HGt.E FNILY - MEA 31

FV1URE tlUl.:n-f'NlLY -MEA JC)

I. __ ~_ F\JiURE PMlC. - MEA 21

~~~~:---:~~~_FUlURE SINGLE FN&.Y - M£A 28 F\mJRE SINGLE FNILY - /tIIl£A %1

~rs~~~~t--- FUlURE MUL,1I-FNILY - /tIIl£A 21

~~~ FU1URE satOCl. - MEA 28 FU1URE 1U.1I-FN&. Y - MEA 24

~~ FUlURE MUL,1I-f'MlLY - MEA 23

e

SIfGlE FMlLY - MEA 20

PNt< sm: - MEA 1M

FUTURE SINCI..E F N&.Y - /tIIl£A 11

FU1\IRE SINGLE FNA. Y - MEA ,.

FUTURE MUL,1I-FNILY - MEA •

FUlURE ...... 1I-f'NllLY -MEA 1

lEMA - MEA 12

FU1URE MUL,1I-FN&.Y - MEA 13

• \ MUt£ MI.l.lI-f'Ma.Y - M£A 14

~~ 1,~4.~1

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LOT 5620

LOT 5945-8 t~. ~~"

(J) "Oil>

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227'58'50' 7,92

152'45' 5.66

WELL ~LOCATION ,

29.56 107'45' --

284'00'-33.01

LOT 5945-F 0.518 Ac. (Map 557)

132'20'21-15.03

107'45'

LOT 5945-8

Tax Map Key 9 - 1 - 12 por.33

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117.29

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MAP SHOWING WELL LOCATION

AFFECTING LOT 5945-F LAND COURT APPLICATION 1069 AT HONOULIULI, EWA, OAHU, HAWAII

SCALE 1 IN. = 30 FT.

MAY 31, 1991 WALTER P. THOMPSON. INC.

THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVI

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[l1JU'1 al1~1

lFd ~ (l; ~ ~ W [f 'D1 JUN 3 1991 lW

GENTRY COMM'L, LTD.

10· x 15- = 1.5 Sq.Ft.

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Palm Court Well State Well No. 2002-12

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FOR CONTINUATION OF IRRIGATION SYSTEM SEE IRRIGATION DRA'MNGS

2'-0"

PIPING PLAN SCALE: 3/4" - "-0'

REt.lOVABLE COVER (CHEMGRATE, T'rP.) SEE SHEET C-7

"-8·

9'-3 3 4'

REMOVABLE COVER (CHEt.lGRATE, T'rP.) SEE SHEET C-7

DEl" AI. SPEOF1CA 11a'I

(0 3" WA 1ER IoIElER: ONE: - HERSEY MOOEl. M't'R-MAGNE1lC DIII\'E lURaNE ~ FlNI<lED END, REGISTRATION - GPIoI.

0 PRESSlJ!IE 'TRANSDUCER: T - HRDRONICS PRESSURE 'TRANSDUaR, MODEl. lli - LVA Willi METAL DlAPHRAIoI.

0 J" TEE Willi #2' BUSHNG TO SA/oIPUNG HOSE IIIIIB AND 1 ~ REDUaR E..OED TO TOP (:IF TEE FOR 1RANSDUCER. Plf'tjG AND PRESSURE GAGE.

0 PUMP BY PASS VALVE; ONE - 1 1.h.2" FLOMtATlC U~ C802 sa..ENOIO CONTROL AL\'E Willi FLANGED S. CLASS 1~, Willi })/..4· PIPING AND FlWNGS FROIot VAL\'E TO WElL •

~ J" WATTS BALL VAL\'E

J' PVC 1HREADED ADAPTER

J. GATE VAL\'E IN IRRIGATION VAL \'E BOX

EXISTING 12· STEEL CASING (CUT TO El..EVATlON SHOWN)

12' STD. STEEL FLANGE END AND 0.1. SUMO FLANGE TAPPED FOR WElL PUWP AND APPURTENANCES

~ 2" WElL POlIER CAL8E ACCESS AND \'ENT.

11 STEEL ACCESS I..AOOER

TOP OF SlOEWAlJ(~ EL.- 39.5'%

LTOP OFBO~ :jjk:: ... :.,. =t :::. ,~ .. ~:. :y.;" ___ ~;.:. ,~. ;7~.:;.~~~-:t===::::::=====:C==========li7it~ F===~- _____ j' - ----------------~::;:-- ~;~ ~Z~ ---------S8X18~4-~---------- -------- ------,..,',.~=-"

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, , , , , , , , , , 2 , /2" GI, PIPE COLUMN, SCH -40~: ,

SECTION SCALE: 3/4' - "-0'

FOR DETAILED WEll. AND PUMP SECTION, SEE C-8.

loci NOlE:

,. ALL PIPES AND FITTINGS ARE GAl.VANIZEO IRON, SCH. -40, ASn.t 120, UNLESS OlHER'MSE NOlED.

2. ALL PIPES AND FITTINGS ARE SCREWED ENOS EXCEPT WHERE OlHER'MSE NOlED.

SECTION SCALE: 3/4" - "-0"

SEE PLAN

FOR CONT. OF IRRIGATION SYSTEM SEE IRRIGATION DWGS.

WELL 2002-12 PALM COURT

@ WA lERPRO<F El.£CTRICH. ..uNCTION BOX AND F\JSED DISCONNECT SWTQi.

@ SUIllotERSlet.E PUMP UNIT, SEE C-8 FOR SPEcs.

@ PRESSURE TANK: TWO WElL MATE I WIoI-20'M1 PRE-PRESSURED H'1lRO-PNEUMATlC TANK, DESlGNm PER ASIoIE SECTION '<III, 60 GALLONs. AIR PRESSURE SET AT 6S PSI.

@ SOUNOtNO lUBE ACCESS <XIUPI.JtIG Willi lHREADEIl PLUG.

® J" 1/4 BEND

@ J"x 2' TEE

@ 2' 1/4 BEND W/ 2' X 1 1/4' REDUCER

@ 2' X 2" TEE

@ J" UNION

® 2" UNION

@ J. aIOSS

@ J" PLUG

@ J. SWNG CHEO< VALVE. FE

RECORD DOCUMENTS lHES1E RECORD DOCUMENts HAVE BEDI PREPARED ON INFORWA T10H PRCMOED BY OlllERS. 11iE ENGINEER HAS NOT \'ERIF1£D 1HE ACCURACY AND/OR COIoIPLETENESS (:IF THIS INFORWAT1OH AND SHALL NOT BE ~SIet.E FOR ANY ERRORS OR OIIISSIOHS 'IIIHIQI MAY BE INCORPORA rm HEREIN AS A RESULT.

_ .. _-l' e" 0

/4· - 1'-<J'l Fa l'

GENTRY HOMES, LTD. ".0. !lOX .. HOIIOI'· ". HAW ___

1lWA8Y~

2'

OPERA TION8 • IIAIItT'IIWICI! MAlI

PALM COURT

_1IIIc

IRRIGA 110N PUMP STA 111 PIPING DETAILS

LS GS MARCH 1994 93-47

SHEET C-4

SHEET ..L OF ...a.. SHEETS

~p~~~ 1-1.PVC~ ~D~J lUBE i~.=~AC,~ EXIST. 12" c::""" ----~ CASING .... -

END PVC SOUNDING lUBE & TOP OF BO'M..S ELEV.- (-)6.0

II II II II II II II II

MOTOR CABLE-_*III---j II I

tPIPE

~ ~!.1/2" G.I. PIPE COLUMN. II ~ SCH.40

II ~!" PVC PIPE, sa-t. 40. FOR ~ -n SOUNDING 1\JBE. STRAPPED TO COLUMN

I ~C: c:: STRAPS 0 5'-0· O.C. I

II 12· SOLID SlEEL CASING (0.312· lli WALL)

~ V-3" COLUMN CHEO< V~VE. NPT

r~ PR~T SlAne WATER.,A 1;\ ELEV.- 2.0·:t

~~ TOP_OF"~"'''''''~

II ELEV.- {-)0.2'

II

~II II II II II II-I --- 12" PERFORAlED S1EEL CASING (0.312· lli WALL) II II II II II II

~~ 11 II

~--t II II II II

PUMP INTAKE ELEVAnON ELEV.- (-)1.1.~':t

_C>! I r:: PUMP & MOTOR. Ni-RESIST CONSTRUCTION Willi THE FOLLOWING SPEQACAnONS: 1. PUMP PERFORMANCE ••• 105 GPM 0160 FT. OF HEAD 2. MOTOR ••• 7.5 HP SUBMERSIBLE MOTOR. 230V. 3PH. 3450 RPM. 60 HZ

II

LL II BonOM OF PUMP lr --~II-~ELEV~~._=r(_~)~~~~·:t~---II I II II II BOnOlol OF PERFORAlED CASING ~1I __ I~_~II ___ ~&~BuO~n~Ot.I~*,OF~C~A~SED~~Ha£~~

ELEV.- <-)20.2':t

WELL AND PUMP UNIT SECTION NOT TO SCALE

WELL NO. 2002-12 PALM COURT

RECORD DOCUMENTS 1HESE RECClfIO DOCUMENTS HAW: IIfDI PREPARED ON INFORMA lION PROIIIOED BY OlHERS. 1HE ENGINEER HAS NOT \IEIaFlED 1HE ACCURACY ANO/fJi'. <XlMPI..E1lNESS CE' 'THIS INFCRMAlION AND SHALL NOT BE RESPOHS1IIlE FOR NjY ERRORS OR OIoIISSlQlS ¥HOi MAY BE IHCORPORAlDl HEREIN AS A RESULT.

... ,.. .................. 4CII.~ ...... ..." ,...... <-)I.D-1141, F. ,_,....77S7

I I t-+-+-+-t-t-+-+-

GENTRY HOMES, LTD. P.O.8OX _

~,IIA •• -

PALM COURT

.,...1111 ..

WELL & PUMP SECll01

LS Drawn ~ GS Date: JJNE 23. 195 Project No, 93-47 Approved by.

SHEET C-8

SHEET ....a... OF ....a... SHEETS