b·Copy (send w/copy of Standard Format) Standard Format (3 originals) Signatures: (w/Ramseyer) Final: w/cover memo: cc: cc: bcc: Filing: 2 originals kept by LG's office for 1 original

HARPROCE (10125/95

b· o

CHAPTER TITLE: ___________________________________________________________________________ __

Prel im. Draft Draft

Draft Draft Draft

_______ Request for Metes & Bounds Description

DOCARE Date Draft Ccmnent ___ ~/_----_,I ___ --

Draft Draft FINAL

Date Draft Ccmnent ___ --,1--------,1 ___ -

----------------------------------------------------------------------------------------------~--------------------------------------PUBLIC MEETING (Ramseyer)

News Release Mail i ng List Chairman's Approval of News Release Advance copies: Chairman; Lt. Gov' Ofc;

Press Sec; Office of Information Hen. Donna Ikeda, Senate Ways & Means

Notes on Public Meeting

'Date Draft Ccmnent ------~/_----_,I_------

APPROVAL AS TO FORM (Ramseyer and Standard W/DRAFT OF PUBLIC NOTICE)

Attorney General Deputy AG cc: LRB (-w/~a~t~ta-c~h-.~)-----------

DOCARE (w/attach.)

Date Draft Ccmnent _----_,1_----_1_-----_ ----_,1 1. _____ __ ------_,1 1 ______ __

Date Draft Ccmnent ~ 1 1 -----, ------ -----

Date Draft Conment ------~/_------,I----_--

------_I 1 _____ __ ------_I 1 ______ __

PUBLIC HEARING (Ramseyer) Date: _____ _ (Draft Dated: ) --"':'Da-:t-e----- Draft

Gov's Preliminary Approval Request Memo (2 copies) cc: Director, B&F (w/attach.)

Director, DBEDT (w/attach.) DOCARE (memo only)

Board Approval Legal Notice - Publication(s): ________________________ _

News Release - Chairman's Approval Advance copies: Chairman; Lt. Gov's Of c.;

Press Sec.; Office of Information Hen. Donna Ikeda, Senate Ways & Means

COMMENTS: Date

AL&W Adv. Conmittee ASAC

Other: Other: Other:

ADOPTION OF RULE FINAL: _____ __ Notice to PH attendees Hen. Donna Ikeda, Senate Ways & Means Board Submittal (include where and when notice of

public hearing was published and location of public hearing)

1 I 1 1

Sent Out: _____ _

APPROVED: _____ __

Comnent ------_1_----_1--------

1 I 1 1

1 1 1 1 1 1

o Ramseyer (1 original)

Signatures: (w/route slip)

1 original:

Copy (send w/copy of Standard Format)

Standard Format (3 originals)

Signatures: (w/Ramseyer)

Final: w/cover memo:

cc: cc:

bcc:

Filing: 2 originals kept by

LG's office for 1 original to DLNR

Stamp effective date

Certification (Signature)

Department Seal (borrow from Chairman's Office)

Certified copies to:

w/cover memo:

Deputy Attorney General Chairman and Member, BLNR

DAR

Deputy AG

o

Legislative Reference Bureau

Deputy Attorney General Chairman and Member, BLNR

Governor Director, B&F (w/attach.) Director, DBEDT (w/attach.) DOCARE

Lt. Governor LG's copy Ombudsman Chairman's Office (to Gerry for filing) DAR (Date Received)

Effective Date: ____ _

Chairman (original signature REQUIRED on EACH certificate (50 copies)

Legislative Reference Bureau, Administrative Rules Project Deputy Attorney General

DOCARE w/Certification ( copies (check w/DOCARE)

a •••••••••••• c======z=.================-=========================::=====_==============-=========:=======:================-========== NOTICE OF CHANGE filed as last pagels) of Rule. Also keep complete (stapled) set in blue binder . ••••••• s ••• =-_==========:_==== •• ===_==_=================================::===========================.=========:================_====

Distribution - FIRST RUN ONLY (Standard Format - remove summary & signature pages) 1 copy each to UH Library, Archives

TOTAL

15 copies State Distribution Center (State Library) 1 copy to Hon. Donna Ikeda, Senate Ways & Means

___ cop; es Oahu Staff ___ copies NIBs (plus Lanai and Kana w/DOCARE approval memo) ___ copies for handout

PRINT NO MORE THAN 25 COPIES AT A TIME. (Easier to copy entire rule on copier when amendments have to be added (rather than removing staples, adding pages and restapling.)

FROM: ROY

TO: INIT.

BAUER, G. CHING, F. DANBARA, S. FUJII, N. GOODING, K.

V HARDY, R.~ ", HIGA, D. \ \ ICE, C. IMATA, R. IZU, Y. KUNIMURA, I.

COMMISSION ON WATER RESOURCE MANAGEMENT

DATE: FEB 23 2005

TO:

, NAKAMA, L. NAKANO, D.

OHYE, M. SAKODA, E. STAHL, K.

~ SUBIA,S. SWANSON, S. UYENO, D. YODA, K. YOSHINAGA, M.

INIT:

SUSPENSE DATE:

FOR:

Approval Signature Information

(11/04)

PLEASE:

See Me Review & Comment Take Action Type Draft Type Final File Xerox __ copies

cc:

CHAIRPERSON

DEPUTY LAND

DEPUTY WATER

ATGILAND TRANS.

BOC

CWRM

DAR

DATA

DOBOR

DOCARE

DLNR - CHAIRPERSON'S OFFICE

DOFAW

ENG.

F]SCAL

KIRC

LAND

OCCL

PARKS

PERSONNEL

PIO

SHPD

TRA CK (if circJed)

ACTION APPROVED BY: PY DD __ _

ACTION:

Draft reply for my signature""

Direct reply - copy to me""

Investigate - reply 10 me""

Update/comment - reply 10 me""

For your information/files

Distribute to office staff

Other (see below comments)

*For tracking purposes, please refer to log number

CO~NTSmEMARKS:, ____________________________________________________________________ _

I I ~~ I I I I I I I I I I I I I I I I I

EAST KAPOLEI DEVELOPMEN1/\I[[)

"OS FIB 22 nll =06 MASTER PLAN -"Or

Ui::' & NAtur.·'

ST.'·'~: .. , WATER SYSTEM STUDY'

HONOULIULI, EWA, OAHU, HAWAII

TAX MAP KEY: 1ST DIV., 9-1-16:08, & 108 9-1-17:04 (POR.) & 71 9-1-18:03,04 & 05

FOR

OWNER/DEVELOPER: DEPT. OF HAWAIIAN HOME LANDS 1099 ALAKEA STREET HONOLULU, HAWAII 96813

BY

AKINAKA&ASSOCIATES, LTD. CONSULTING ENGINEERS

3049 UALENA STREET, SUITE 500 HONOLULU, HAWAII 96819

JANUARY 2005

:;:r, 0 ~

rJ) ,~,

.' 1 :. "

(~) "-:;

r ., ..

, ~

.. " '"

c ~-; ~:: n~ '-~ ...... -:-... -- -l ~ r j ,...,

j :.~J

c:.:J c.n

-" r:1 CJ rv C,.;..)

):J

c:o

CJ1 (J1

; I ~~', " (

::0 n ')

n ,-.~ , il :J

FINAL '"JAN 3 1 2805

'~'I..

I I I I I I I I I I I I I I I I I I I

TABLE OF CONTENTS

I. INTRODUCTION

A. PURPOSE OF STUDY ..................................................... 1-1

II. EXECUTIVE SUMMARY

A. OBJECTIVE OF MASTER PLAN ................................. 11-1 B. PROPOSED SUBDIVISION WATER SYSTEM

IMPROVEMENTS ........................................................... 11-1 C. NON-POTABLE WATER. ............................................ 11-2

III. EXISTING WATER SUPPLY AND DISTRIBUTION SYSTEM

A. EXISTING SySTEM ................................................. 111-1

IV. LAND USE

A. LAND USE MASTER PLAN .............................................. IV-1

V. BOARD OF WATER SUPPLY POTABLE WATER SYSTEM DESIGN CRITERIA

A. CONSUMPTION GUiDELINES ......................................... V-1 B. DEMAND FACTORS ........................................................ V-1 C. FIRE FLOW REQUIREMENT ........................................... V-1 D. PIPELINE SIZING ............................................................. V-1 E. RESERVOIR CAPACITY .................................................. V-3 F. PUMP CAPACiTy ............................................................. V-3

VI. POTABLE WATER SYSTEM ANALYSIS

A. WATER SOURCE. ............................................................ VI-1 B. RESERVOIR CAPACITY REQUIREMENTS .................... VI-1 C. PIPELINE SIZING ............................................................. VI-2

VII. EXHIBITS

VIII. APPENDICES

IX. REFERENCES

January 2005

~

I I I I I I I I I I I I I I I I I I

LIST OF EXHIBITS

1. EXHIBIT 1: Project Location Map 2. EXHIBIT 2: Overall Land Use Master Plan 3. EXHIBIT 3: Overall Water System Facilities Plan 4. EXHIBIT 4-A: Overall Water System Nodal Key Map 5. EXHIBIT 4-B: Water System Nodal Map, 215' Service 6. EXHIBIT 4-C: Water System Nodal Map, 440' Service 7. EXHIBIT 5-A: Overall East Kapolei Project Water System

Demands Summary 8. EXHIBIT 5-B: East Kapolei Service Level Water System Demands 9. EXHIBIT 5-C: Kalaeloa Area Water System Demands

10. EXHIBIT 6: Overall Schematic Profile

A.

LIST OF APPENDICES

WATER SYSTEM HYDRAULIC CALCULATIONS

A-1 215' RESERVOIR SYSTEM A-2 440' RESERVOIR SYSTEM A-3 BOOSTER PUMP CALCULATION

ii January 2005

I I I I I I I I I I G I I I I I I I I

I. INTRODUCTION

A PURPOSE OF STUDY

1.

2.

3.

3.

4.

Establish the master plan water system improvements necessary to serve the proposed East Kapolei Development in Honouliuli, Ewa, Oahu, Hawaii.

a. SEE EXHIBIT 1 for location.

This development ranges from elevation 55 feet to elevation 240 feet above the Mean Sea Level datum.

The development consists of land owned by the following entities:

a. Campbell Estate (CE) b. Department of Hawaiian Home Lands (DHHL) c. Department of Land and Natural Resources (DLNR) d. West Oahu Campus, University of Hawaii (WOC)

The Land Use Plan dated August 2004 was provided by Community Planning, Inc., DHHL's consultant (SEE EXHIBIT 2).

The proposed water system improvements will furnish potable water to the following proposed land uses: (See EXHIBIT 2)

a. Parcel A (DHHL): 100 acres of Commercial b. Parcel B1 (DHHL): 13.8 acres of Commercial c. Parcel B2 (DHHL): 60 Low Density Apartments d. Parcel B3 (DHHL): 4 acres of Park e. Parcel B4 (DHHL): 400 Single family residences f. Parcels C1, C5, C6, C7 & C10 (OHHL): 1700 Single family

residences g. Parcels C2 & C8 (DHHL): 36 acres of School h. Parcel C3 (DHHL): 10 acres of Public Facility i. Parcels C4, C9 & C11 (DHHL): 24 acres of Park j. Parcels D1 & D7 (WOC): 247 acres of College campus,

includes 543 Low density units for student housing k. Parcels D2 & D3 (WOC): 543 Low density units for student

housing I. Parcels D4, D5 & D10 (WOC): 74 acres of Commercial m. Parcel D6 (WOC): 300 Low Density apartments n. Parcel D8 (WOC): 8 acres of Park o. Parcel D9 (WOC): 12 acres of School

1-1 INTRODUCTION JANUARY 2005


5.

6.

p. q. r. s.

Parcels E, F1 & F2 (DLNR): 662 Low density apartments Parcel G (CE): 44.9 acres of Commercial Parcel H1 (DHHL): 350 Single family residences Parcel H2 (DHHL): 4 acres of Park.

Proposed water system improvements include reservoirs, pipelines and booster pumps. (See EXHIBIT 3)

a. The improvements will be designed in accordance with the Water System Standards of the City & County of Honolulu Board of Water Supply (Reference 1).

b. The pipeline will be sized to accommodate BWS's demands for the Kalaeloa area.

Water is available from the Board of Water Supply's 215' Reservoir system.

1-2 INTRODUCTION JANUARY 2005

I I I I I I I I I I

~

E I I I I I I

II. EXECUTIVE SUMMARY

A. OBJECTIVE OF MASTER PLAN

B.

1 . To determine a master plan of water system improvements to serve the East Kapolei development.

2.

3.

DHHL is taking the lead in the preparation of this master plan and the development of the water system facilities and infrastructure to support their portion of the development. Cost sharing of the improvements will be determined with the other owner/developers.

a. BWS will develop water resources and assess Water System Facilities Charges for resource development. This charge will be assessed when building permits are submitted for approval.

Portions of the transmission and distribution mains within the 215' service level will be upsized to support BWS's demands for the existing and future demands of the Kalaeloa area. Cost sharing of the over sizing of the transmission and distribution mains will be determined with BWS.

PROPOSED SUBDIVISION WATER SYSTEM IMPROVEMENTS (See EXHIBIT 3)

1.

2.

The proposed East Kapolei development water system is basically a linear water system with a few loops in each of the service levels.

a. The proposed water system falls within two existing service levels of the BWS system - 215-ft and 440-ft.

b. Most of DHHL's development lies within the 215-ft. service level.

The proposed water system is as follows: (See EXHIBITS 3, 4 & 6)

a. The proposed reservoir requirements are as follows:

1) 215' Reservoir: 1 - 4.0 Million Gallon (MG) Reservoir

2) 440' Reservoir: 1 - 2.0 MG Reservoir

• Water will be available from the existing BWS 215' service level.

11-1 EXECUTIVE SUMMARY

JANUARY 2005


c.

b.

c.

The proposed booster pump requirements are as follows: (See EXHIBIT 3)

1) Three 1350 gallons per minute pumps (one stand-by) which will be located at the 215' reservoir site and provide water for the 440' 2.0 MG reservoir.

The proposed pipeline requirements for each level are as follows: (See EXHIBIT 3 & 4)

1)

2)

215' Service: 30",24",20",16", & 12"

a) The transmission and distribution mains have been sized to include the existing and future demands of the Kalaeloa area.

b) A new transmission main will connect to the existing 36" main in Farrington Highway to feed the new 215' 4.0 MG reservoir.

c) The new transmission main will connect to the existing 12" main at the end of the existing Kapolei Parkway.

d) A 12" stub will also be provided on the east side of the proposed intersection of the North-South Road with the Kapolei Parkway Extension.

440' Service: 16", 12" & 8"

NON-POTABLE WATER

1. R-1 quality wastewater effluent will be available for irrigation of large landscape areas, parks and street landscaping from the Board of Water Supply in the near future.

a. The BWS will be constructing a storage reservoir at a spillway elevation of 215' and installing irrigation mains in the existing and future Kapolei Parkway as well as the future North-South Road corridor.

2. Each owner/developer covered under this water master plan that intends to use BWS' wastewater effluent for irrigation will have to coordinate their landscape irrigation requirements and connection to the irrigation main with BWS.

11-2 EXECUTIVE SUMMARY

JANUARY 2005

~

I III.

I I I I I I I I I I I I I I I I I

EXISTING WATER SUPPLY AND DISTRIBUTION SYSTEM

A. EXISTING SYSTEM (See EXHIBIT 3)

1. There are existing BWS transmission mains in Farrington Highway that feeds the Kapolei 215' reservoirs from the Kapolei line boosters.

2. An interconnection can be made near the proposed North-South Road intersection with Farrington Highway to feed the proposed 215' 4.0 MG reservoir site located below the H-1 freeway.

3. The new transmission main will connect to the existing 12" main in the existing Kapolei Parkway.

" 1-1 EXISTING WATER SUPPLY AND

DISTRIBUTION SYSTEM JANUARY 2005

m I I I I I I I I I E t m I I I I I I

IV. LAND USE

A. LAND USE MASTER PLAN

1.

2.

The proposed land use map was provided by Community Planning, Inc., consultant to Department of Hawaiian Home Lands. (See EXHIBIT 2)

a. Parcel 8-1 Commercial is anticipated to start construction near the end of 2006.

b. Parcels 8-2 to 8-4 are anticipated to start construction in 2007.

c. Parcel A is anticipated to start construction near the end of 2009 or early 2010.

d. Parcel C is anticipated to start construction in 2007.

e. The schedule for Parcels D to H are not known at this time.

The East Kapolei Development land uses by Owners as shown on EXHIBIT 2 are summarized as follows:

IV-1 LAND USE JANUARY 2005

G I I I I I I I I a ~

t o I I I I I I

LAND USE

DHHL

Single Family

Low Density

Public Facility

Park

School

Commercial

DHHL Total =

I woe

College Campus/Student Housing Low Density

Low Density-Student Hsg

Park

School

I Commercial

WOCTotal =

DLNR

Low Density

CE

Commercial

DLNR & CE Total =

PROJECT TOTAL =

TABLE IV-A

UNITS

2,450

60

-

-

-

-

2,510

543

300

543

1,386

662

-662

4,558

IV-2

ACRES

412.0

5.3

10.0

32.0

36.0

113.8

609.1

247.0

30.0

45.8

8.0

12.0

74.0

416.8

55.2

44.9

100.1

1126.0

LAND USE JANUARY 2005

; I V.

I I I I I I I I I I I I I I I I I

BOARD OF WATER SUPPLY POTABLE WATER SYSTEM DESIGN CRITERIA

As stated in the Water System Standards (Reference 1) the following criteria is used in determining minimum requirements for the potable water system.

A. CONSUMPTION GUIDELINES

1. The unit consumptions for the various land uses are shown below and are based on the 2002 water system standards (Reference 1)

Land Use

Single Family Multi-Family Low Rise Commercial Industrial Park School Public Facility

Average Daily Demand

500 gallons/unit 400 gallons/unit 3000 gallons/acre 4000 gallons/acres 4000 gallons/acre 4000 gallons/acre 4000 gallons/acre

* SEE TABLE V-A for Water Demand Summary for project.

B. DEMAND FACTORS

1. 2.

Maximum Daily Demand = Peak Hour Demand =

C. FIRE FLOW REQUIREMENT

1.5 X Average Day 3.0 X Average Day

1. Single Family = 1000 gpm for 1-hour 2. PUD Townhouse/Low Rise = 1500 gpm for 1-hour 3. Schools/Neighborhood Business = 2000 gpm for 2-hours

D. PIPELINE SIZING

1. Maximum daily flow plus fire flow with residual pressure of 20 psi at critical fire hydrant.

2. Peak hour flow with a minimum residual pres·sure of 40 psi.

V-1 BOARD OF WATER SUPPLY

POTABLE WATER SYSTEM DESIGN CRITERIA JANUARY 2005

I I I I I m

I I I I I I I I I I I

EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN - POTABLE WATER SYSTEM

WATER DEMAND

LAND USE

SINGLE FAMILY

LOW DENSITY

LOW DENSITY (COLLEGE HSG)

PARK

SCHOOL

SCHOOL (COLLEGE)

COMMERCIAL

PUBLIC FACILITY

EAST KAPOLEI PROJECT TOTALS

LAND USE ..

KALAELOA TOTALS 1

OVERALL TOTALS

TABLE V-A AVE.

ANNUAL NO. OF GPDI OAYRATE

ACRES UNITS GAD UNIT (GPO) ..

412.0 2,450 500 1,225,000

90.5 1,022 400 408,800

91.6 1,086 300 434,400

40.0 4,000 160,000 48.0 4,000 192,000

201.2 4,000 804,800

232.7 3,000 698,100

10 4,000 40,000 ' .......

1,126.0 4,558 3,963,100

KALAELOA AREA

POTABLE WATER SYSTEM

EXISTING AND FUTURE DEMANDS AVE.

ANNUAL NO. OF GPDI OAYRATE

ACRES UNITS GAD UNIT (GPO)

- - 2,000,000

5,963,100

MAXOAYRATE PEAK HR RATE

1.SXAVE. 3.0 X AVE.

(GPO) (GPO)

1,837,500 3,675,000 613,200 1,226,400 651,600 1,303,200 240,000 480,000 288,000 576,000

1,207,200 2,414,400 1,047,150 2,094,300

60,000 120,000

5,944,650 11,889,300

MAXOAYRATE PEAKHRRATE

1.SXAVE. 3.0 X AVE. (GPO) (GPO)

3,000,000 6,000,000

8,944,650 17,889,300

1 Kalaeloa area demands provided by Honolulu Board of Water Supply.



I I I I I I I D i D D t ~

I I I I I I

E.

F.

3.

4.

5.

In determining the carrying capacity of the mains, the "C" values to be applied are:

Diameter

8" & 12" 16" & 20" 24" & 30"

110 120 130

Maximum velocity in distribution main (without fire flow) is 6 feet per second.

Maximum static or pumping pressure, whichever is greater, shall not exceed 125 psi.

6. The minimum diameter of influent/effluent line from booster pump to reservoir shall be 12-inches.

RESERVOIR CAPACITY

1. Meet Maximum Day Consumption. Reservoir full at the beginning of the 24-hour period with no source input to the reservoir.

2. Meet Maximum Day rate plus fire flow for duration of fire. Reservoir 3/4 full at start of fire, with credit for incoming flow from pumps, one maximum size pump out of service.

3. Minimum reservoir size shall be 100,000 gallons. Reservoir size shall be as specified in Section 105.10 - RESERVOI R, Subsection A - Size.

4. Where there are two or more reservoirs serving the same system, the design shall be made on the basis of the combined protection provided by all facilities available.

PUMP CAPACITY

1. Meet maximum day demand with an operating time of 16 hours simultaneously with maximum fire flow required independent of the reservoir. The standby unit may be used to determine the total flow required.



I I I I I I I E o D D D I I I I I I

2.

3.

Maximum day demand during duration of fire plus fire demand less 3/4 of reservoir storage. The largest pumping unit shall be considered out of service (standby).

Meet maximum day demand with an operating time of 16 hours. The largest pumping unit shall be considered out of service (standby).



I I I I I I I I U

D D D D I I I I I I

VI. POTABLE WATER SYSTEM ANALYSIS

Proposed water system improvements and proposed operation criteria based on the water system design criteria (See CHAPTER V) and the water system hydraulic calculations (APPENDIX A) are as follows:

A. WATER SOURCE

B.

1. Water is available from the BWS 215' service level.

2. Booster pumps will move water from the proposed 4.0 MG 215' reservoir to the proposed 2.0 MG 440' reservoir

RESERVOIR CAPACITY (See EXHIBITS 3 AND 6)

1. Reservoir Sizing

a. RESERVOIR at elevation 215' (services elevations 115' to 50').

CASE A: Meet max day consumption in 24 hours

Qmax = 3,995,100 gallons (SEE EXHIBIT 5-B) Note: Does not include BWS demands for Kalaeloa area. BWS confirmed there are no storage requirements for the Kalaeloa demands.

CASE B: Meet max day rate + fire flow, reservoir 3/4 full

max day rate 3,995,100 gpd = 2774 gpm 24 hrs x 60 minlhr

fire flow = 2000 gpm for 2-hours max day rate + fire flow for 120 minute duration is

4774 gpm x 120 min = 572,880 gallons assume inflow from pumps= 0 full size tank = 572,8801.75= 763,840 gallons

Case A governs - required size is 3,995,100 gallons

Construct 1 - 4,000,000 gallon tank-

VI-1 POTABLE WATER SYSTEM ANALYSIS

JANUARY 2005

• • I I I I I I I I

C.

D ~

I I I I I I I I

b. RESERVOIR at elevation 440' (services elevations 340' to 115').

CASE A: Meet max day consumption in 24 hours

Qmax = 1,949,550 gallons (SEE EXHIBIT 5-B)

CASE B: Meet max day rate + fire flow, reservoir 3/4 full

max day rate 1,949,550 gpd = 1354 gpm 24 hrs x 60 min/hr

fire flow = 2000 gpm for 2-hours max day rate + fire flow for 120 minute duration is

3354 gpm x 120 min = 402,480 gallons assume inflow from pumps = 0 full size tank = 402,4801.75= 536,640 gallons

Case A governs - required size is 1,949,550 gallons

Construct 1 - 2,000,000 gallon

BOOSTER PUMPS (See EXHIBIT 3 & APPENDIX B)

1. Booster pump sizing:

CASE 1: Meet max day demand operating in 16 hours simultaneously with maximum fire flow

1,949,550 gal/16 hrs x 1 hr 160 min = 2031 gpm maximum fire flow = 2000 gpm

Total pump capacity = 4031 gpm

CASE 1 requirement is three 1350 gpm pumps (one stand-by).

CASE 2: Max day demand during fire plus fire flow less % of reservoir storage

Max day = 1,949,550 gal x 2 hrs 1 24 hrs= 162,463 gals Fire flow = 2000 gpm x 120 min = 240,000 gals Less % reservoir = 2,000,000 x .75 = .(-) 1,500,000 gals

Net requirement - 1,097,537 gals Net surplus stored in reservoir 1,097,537 gals

CASE 2 requires no pumps.


JANUARY 2005

I I I I I D.

I I I I D

D

I I I I I I I I

CASE 3: Meet max day demand with an operating time of 16 hours

1,949,550 / 16 hrs x 1 hr /60 min = 2031 gpm Total pump capacity = 2031 gpm

CASE 3 requirement is three 1050 gpm pumps (one stand-by)

CASE 1 governs - required pump size is three 1350 gpm pumps

PIPELINE SIZING (See EXHIBIT 4 & APPENDIX A)

1. The system meets the BWS' criteria for pipe sizing based on a maximum of 2000 gpm flow for fire flow plus maximum daily flow with a minimum residual pressure of 20 psi at critical Fire Hydrant and the Peak Hour Flow with a minimum residual pressure of 40 psi within each service level of the subdivision.

2. EXHIBIT 4A shows the overall water system facilities and nodal data.

3. EXHIBIT 4B shows the nodal and piping schematic, max day and peak hour flow calculation for the 215' service level consisting of: a. 4,880 lineal feet (Lf.) of 30" pipeline, b. 8,490 Lf. of 24" pipeline, c. 23,280 Lf. of 20" pipeline, d. 5,965 Lf. of 16" pipeline and e. 2,980 Lf. of 12" pipeline.

Note: 1) 4,880 Lf. of 24" pipeline was upsized to 30", 1,040 Lf. of 20" pipeline was upsized to 24",2,310 Lf. of 16" pipeline was upsized to 24",8,660 Lf. of 16" pipeline was upsized to 20", 10,275 Lf. of 12" pipeline was upsized to 20" and 1,915 Lf. of 12" pipeline was upsized to 16" to accommodate the Kalaeloa area demands.

2) The pipeline requirement for the Kalaeloa area by itself is 15,430 Lf. of 20" pipeline.

4. EXHIBIT 4C shows the nodal and piping schematic, max day and peak hour flow calculation for the 440' service level conSisting of: a. 5,230 Lf. of 16" pipeline, b. 4,200 Lf. of 12" pipeline, c. 9,810 Lf. of 8" pipeline.

The Lengths of the pipelines shown above are approximate only


JANUARY 2005

,.. -

-

,. till

". ..

-

EXHIBITS

EXHIBITS NOVEMBER, 2004

I I I I I I I I I I I ~ o

o N

I ~ o

KAIUCII PT.

PACIFIC

9 ------

PROJECT LOCATION

o C E A N -HEAD

IIAIW'W PT.

EAST KAPOLEI DEVELOPMENT MASTER PLAN

WATER SYSTEM STUDY

PROJECT LOCATION MAP EXHIBIT 1

FILE:SUMMARY04

NO. OF

EXHIBIT 5-A

EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN

POTABLE WATER SYSTEM WATER DEMAND

LAND USE MASTER PLAN DATED AUGUST 2004

AVE. ANNUAL MAXDAY RATE PEAK HR RATE AVE. ANNUAL MAXDAY RATE PEAK HR RATE GPDI DAY RATE 1.5XAVE. 3.0 X AVE. DAY RATE 1.5 X AVE. 3.0 X AVE.

1 11/4/2004

FILE: SUMMARY04 9/23/2004 SUMMARY

EXHIBIT 5-B




11/4/2004

FILE: SUMMARY04 9/23/2004 SUMMARY

EXHIBIT 5-B




2 11/4/2004

EXHIBIT 5-C 11/4/2004

... -... -tal

-... --... -

APPENDIX A -... .. WATER SYSTEM HYDRAULIC CALCULATIONS -III

---w

-.. -.. ..

APPENDIX A-3 JANUARY 2005

-------... --

--/lflii

...

III

-... .. -

APPENDIX A-1

215' RESERVOIR SYSTEM


r'1 ..... r-, ... .... .., r"I .. .. ..., r-l r, r1 r1 r1 r1 r, r·, r1

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: PEAK HOUR ANAL YSIS Fourth: (FILE: 215PHER2)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------, Output --- --------> <----- ----- Input-·------------> <----- Outp--------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss Node Elevation Demand Pressure HGL

ft in USgpm ftlsec ft ft USgpm psi ft 1 1 2 1,200 30 130 9715.42 4.41 2.38 1 215.0 0.0 0.00 215.00 2 2 3 1,710 30 130 9715.42 4.41 3.39 2 192.0 0.0 8.93 212.62 3 3 4 1,965 30 130 9715.42 4.41 3.89 3 160.0 0.0 21.32 209.24 4 4 5 2,065 24 130 4769.99 3.38 3.25 4 140.0 0.0 28.29 205.35 5 5 6 3,070 24 130 4769.99 3.38 4.83 5 104.0 0.0 42.47 202.10 6 6 7 1,085 20 120 5377.95 5.49 6.00 6 80.0 337.5 50.77 197.27 7 7 8 1,275 20 120 5377.95 5.49 7.06 7 72.0 0.0 51.63 191.27 8 8 9 1,445 20 120 5377.95 5.49 8.00 8 68.0 0.0 50.31 184.22 9 9 10 1,210 12 110 898.75 2.55 3.45 9 58.0 312.5 51.18 176.22 10 10 11 480 12 110 312.50 0.89 0.19 10 62.0 136.3 47.95 172.77 11 10 12 1,290 12 110 450.00 1.28 1.02 11 60.0 312.5 48.74 172.58 12 4 13 1,040 24 130 4945.43 3.51 1.75 12 70.0 450.0 44.05 171.75 13 13 14 1,805 20 120 1641.55 1.68 1.11 13 140.0 0.0 27.53 203.60 14 14 15 1,915 16 120 1454.45 2.32 2.79 14 100.0 187.1 44.37 202.49 15 13 16 475 24 130 3303.88 2.34 0.38 15 90.0 357.1 47.49 199.70 16 16 17 1,835 24 130 3303.88 2.34 1.46 16 130.0 0.0 31.70 203.22 17 17 15 1,570 20 120 2471.48 2.52 2.06 17 103.0 474.1 42.75 201.76 18 17 18 2,005 20 120 358.30 0.37 0.07 18 103.0 358.3 42.72 201.69 19 15 19 1,305 16 120 519.20 0.83 0.28 19 83.0 293.4 50.40 199.42 20 19 20 2,745 16 120 225.80 0.36 0.13 20 100.0 225.8 42.98 199.29 21 15 21 780 20 120 3049.63 3.11 1.51 21 80.0 87.5 51.17 198.19 22 21 6 500 20 120 2962.13 3.03 0.92 22 65.0 295.8 56.57 195.67 23 6 22 1,780 20 120 2016.67 2.06 1.60 23 70.0 375.0 54.13 195.04 24 22 23 950 20 120 1720.84 1.76 0.64 24 75.0 175.0 51.89 194.86 25 23 24 1,325 20 120 721.26 0.74 0.18 25 72.0 338.5 53.17 194.82

FILE: 215PHER2 (W/KALAELOA) 1 01/18/2005

First: Second: Third: Fourth:

EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS (FILE: 215PHER2)

PIPE TABLE <----- --- Input - --------> <------------. Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow

ft in USgpm 26 24 25 530 20 120 546.26 27 25 26 1,550 20 120 207.72 28 26 27 1,690 20 120 -83.94 29 27 28 1,750 20 120 -374.57 30 28 23 1,625 20 120 -624.57 31 9 29 1,615 20 120 4166.70

TOTAL = 9715.42

<-----Node

1

INFLOW TABLE Input -- --------: <------ 0

Pumps JpCurveEstima %Actual

1 Pump1 1.00 1.00

FILE: 215PHER2 (W/KALAELOA)

utput ------> Inflow

USgpm -9715.4

Velocity HeadLoss ftlsec ft

0.56 0.04 0.21 0.02

-0.09 0.00 -0.38 0.07 -0.64 0.17 4.26 5.57

2

NODE TABLE <----- ----- Input-·------------> <----- Outp--------> Node Elevation Demand Pressure HGL

ft USgpm psi ft 26 95.0 291.7 43.20 194.79 27 97.0 290.6 42.34 194.80 28 90.0 250.0 45.40 194.87 29 56.0 4166.7 49.63 170.65

TOTALS = 9715.4

01/18/2005

."., r"1 r'"'1 r't .., ... ... .. r"'1 r-1 ~ r-, r-1 .., r-, rt r"'1 r-1 r'1

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: PEAK HOUR ANAL YSIS Fourth: (FILE: 215PHCR2)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------. Output --- --------> <----- ----- Input-·------------> <----- Outp--------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss Node Elevation Demand Pressure HGL


FILE: 215PHCR2 (W/O KALAELOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS (FILE: 215PHCR2)

PIPE TABLE <----- --- Input - --------> <------------, Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow

ft in USgpm 26 24 25 530 12 110 546.26 27 25 26 1,550 12 110 207.72 28 26 27 1,690 12 110 -83.94 29 27 28 1,750 12 110 -374.57 30 28 23 1,625 12 110 -624.57

TOTAL = 5548.72

<-----Node

1



1 Pump1 1.00 1.00

FILE: 215PHCR2 (WIO KALAELOA)


USgpm -5548.7


1.55 0.60 0.59 0.29

-0.24 0.06 -1.06 0.99 -1.77 2.36

2


ft US gpm psi ft 26 95.0 291.7 43.11 194.59 27 97.0 290.6 42.27 194.65 28 90.0 250.0 45.73 195.64

TOTALS = 5548.7

01/18/2005

r, r"''1 r' ~ ., r, ~ ., rl r, "." ,,' r~' r, r, r', r, ~ r,

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: PEAK HOUR ANAL YSIS Fourth: (FILE: 215PHER)



FILE: 215PHER (W/KALAELOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS (FILE: 215PHER)


ft in USgpm 26 24 25 530 20 120 546.26 27 25 26 1,550 20 120 207.72 28 26 27 1,690 20 120 -83.94 29 27 28 1,750 20 120 -374.57 30 28 23 1,625 20 120 -624.57 31 9 29 1,615 20 120 4166.70

TOTAL = 9715.42

<-----Node

1

INFLOW TABLE I n put -- --------: <------ 0


1 Pump1 1.00 1.00

FILE: 215PHER (W/KALAELOA)


USgpm -9715.4


0.56 0.04 0.21 0.02

-0.09 0.00 -0.38 0.07 -0.64 0.17 4.26 5.57

2


ft USgpm psi ft 26 95.0 291.7 41.04 189.79 27 97.0 290.6 40.17 189.80 28 90.0 250.0 43.23 189.87 29 56.0 4166.7 47.47 165.65

TOTALS = 9715.4

01/18/2005

r' r1 r, r', ., " ., n r-, n r-t f-' r, r'~' r-, r, r1 r', ,..,

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: PEAK HOUR ANAL YSIS Fourth: (FILE: 215PHCR)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------- Output --- --------> <----- ----- Input-·------------> <----- Outp--------> Pipe UpNode DnNode length Dia Roughness Flow Velocity Headloss Node Elevation Demand Pressure HGl


FilE: 215PHCR (W/O KAlAElOAAT 210) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS (FILE: 215PHCR)


ft in USgpm 26 24 25 530 12 110 546.26 27 25 26 1,550 12 110 207.72 28 26 27 1,690 12 110 -83.94 29 27 28 1,750 12 110 -374.57 30 28 23 1,625 12 110 -624.57

TOTAL = 5548.72

<-----Node

1

INFLOW TABLE Input ----------:<------ 0

Pumps )pCurveEstima %Actual

1 Pump1 1.00 1.00

FILE: 215PHCR (WID KALAELOA AT 210)


USgpm -5548.7


1.55 0.60 0.59 0.29

-0.24 0.06 -1.06 0.99 -1.77 2.36

2


ft USgpm psi ft 26 95.0 291.7 40.95 189.59 27 97.0 290.6 40.11 189.65 28 90.0 250.0 43.57 190.64

TOTALS = 5548.7

01/18/2005

First: Second: Third:

EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS

Fourth: (FILE: 215PHKR)KALAELOA

PIPE TABLE <----- --- Input - --------> <------------. Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss

ft in US gpm ftlsec ft 1 1 2 1,200 20 120 4166.67 4.26 4.14 2 2 3 1,710 20 120 4166.67 4.26 5.90 3 3 4 1,965 20 120 4166.67 4.26 6.78 4 4 5 2,065 20 120 4166.67 4.26 7.12 5 5 6 3,070 20 120 4166.67 4.26 10.59 6 6 7 1,085 20 120 4166.67 4.26 3.74 7 7 8 1,275 20 120 4166.67 4.26 4.40 8 8 9 1,445 20 120 4166.67 4.26 4.98

31 9 29 1,615 20 120 4166.67 4.26 5.57

TOTAL = 4166.67

<-----Node


Pumps )pCurveEstima %Actual utput ------>

Inflow USgpm -4166.7 1 1. Pump1 1.00 1.00

FILE: 215PHKR (KALAELOA ONLY) 1


ft USgpm psi ft 1 210.0 0.0 0.00 210.00 2 192.0 0.0 6.00 205.86 3 160.0 0.0 17.30 199.96 4 140.0 0.0 23.02 193.18 5 104.0 0.0 35.52 186.06 6 80.0 0.0 41.33 175.47 7 72.0 0.0 43.17 171.73 8 68.0 0.0 43.00 167.33 9 58.0 0.0 45.17 162.34

29 56.0 4166.7 43.62 156.77

TOTALS = 4166.7

01/18/2005

r' r~' r, r, rt 1"'1 r~ rt r>~ r-' r'''' r'.., r" r'''' r-t r-1 M r, ,..., First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 11 (FF = 2000 GPM) Fourth: (FILE: 215MX11A)



FILE: 215MX11A (W/KALAELOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FIRE FLOW AT NODE 11 (FF = 2000 GPM) (FILE: 215MX11A)


ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.30

TOTAL = 6857.72

<-----Node

1

INFLOW TABLE I n put -- ------- <------ 0

Pumps JpCurve:stimc %Actual

1 Pump1 1.00 1.00

FILE: 215MX11A (W/KALAELOA)


USgpm -6857.7

Velocity HeadLoss fUsec ft

0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2

NODE TABLE <----- ----- Input--------------> <----- Outp--------> Node Elevation Demand Pressure HGL

ft USgpm psi ft 26 95.0 145.8 25.21 153.23 27 97.0 145.3 24.35 153.25 28 90.0 125.0 27.50 153.52 29 56.0 2083.3 26.78 117.86

TOTALS = 6857.7

01/18/2005

r' r, rl P""'I " r, ...., M ..... ~ M r, r-, r~ n ,.., r\ r, ,., First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 12 (FF = 1000 GPM) Fourth: (FILE: 215MX12A)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------. Output --- --------> <----- ----- Input-·------------> <----- Outp--------> Pipe UpNode DnNode length Dia Roughness Flow Velocity Headloss Node Elevation Demand Pressure HGl

ft in USgpm fUsec ft ft USgpm psi ft 1 1 2 1,200 20 120 5857.75 5.98 7.78 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 5857.75 5.98 11.08 2 192.0 0.0 6.59 207.22 3 3 4 1,965 20 120 5857.75 5.98 12.74 3 160.0 0.0 15.64 196.14 4 4 5 2,065 20 120 3415.95 3.49 4.93 4 140.0 0.0 18.79 183.40 5 5 6 3,070 20 120 3415.95 3.49 7.33 5 104.0 0.0 32.24 178.47 6 6 7 1,085 20 120 3689.01 3.77 2.99 6 80.0 168.8 39.45 171.14 7 7 8 1,275 20 120 3689.01 3.77 3.51 7 72.0 0.0 41.62 168.15 8 8 9 1,445 20 120 3689.01 3.77 3.98 8 68.0 0.0 41.84 164.64 9 9 10 1,210 12 110 1449.43 4.11 8.35 9 58.0 156.3 44.44 160.66 10 10 11 480 12 110 156.30 0.44 0.05 10 62.0 68.1 39.10 152.31 11 10 12 1,290 12 110 1225.00 3.48 6.52 11 60.0 156.3 39.94 152.26 12 4 13 1,040 16 120 2441.80 3.90 3.95 12 70.0 1225.0 32.81 145.79 13 13 14 1,805 12 110 730.69 2.07 3.50 13 140.0 0.0 17.08 179.45 14 14 15 1,915 12 110 637.19 1.81 2.89 14 100.0 93.5 32.87 175.94 15 13 16 475 16 120 1711.11 2.73 0.93 15 90.0 178.6 35.95 173.06 16 16 17 1,835 16 120 1711.11 2.73 3.61 16 130.0 0.0 21.00 178.51 17 17 15 1,570 16 120 1294.81 2.07 1.84 17 103.0 237.1 31.13 174.90 18 17 18 2,005 16 120 179.20 0.29 0.06 18 103.0 179.2 31.10 174.84 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 38.95 172.98 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 31.58 172.94 21 15 21 780 16 120 1493.90 2.38 1.19 21 80.0 43.8 39.77 171.86 22 21 6 500 16 120 1450.14 2.31 0.72 22 65.0 147.9 45.38 169.82 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 42.99 169.30 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 40.52 168.60 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 41.75 168.44

FILE: 215MX12A (W/KALAElOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FI RE FLOW AT NODE 12 (FF = 1000 GPM) (FILE: 215MX12A)


ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.33

TOTAL = 5857.75

<-----Node

1



1 Pump1 1.00 1.00



USgpm -5857.8


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 31.76 168.36 27 97.0 145.3 30.90 168.37 28 90.0 125.0 34.05 168.65 29 56.0 2083.3 35.86 138.84

TOTALS = 5857.8

01/18/2005

r' r'" r" F" r, r' .. .., r, r'" r""1 r-"'\ ,"'\ ~ n " r'", r.., ,.., First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 14 (FF = 2000 GPM) Fourth: (FILE: 215MX14A)


ft in USgpm ft/sec ft ft USgpm psi ft 1 1 2 1,200 20 120 6857.75 7.00 10.42 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 6857.75 7.00 14.84 2 192.0 0.0 5.45 204.58 3 3 4 1,965 20 120 6857.75 7.00 17.05 3 160.0 0.0 12.88 189.74 4 4 5 2,065 20 120 3660.71 3.74 5.60 4 140.0 0.0 14.15 172.69 5 5 6 3,070 20 120 3660.71 3.74 8.33 5 104.0 0.0 27.31 167.08 6 6 7 1,085 20 120 2689.01 2.75 1.66 6 80.0 168.8 34.09 158.75 7 7 8 1,275 20 120 2689.01 2.75 1.95 7 72.0 0.0 36.83 157.09 8 8 9 1,445 20 120 2689.01 2.75 2.22 8 68.0 0.0 37.72 155.13 9 9 10 1,210 12 110 449.43 1.28 0.96 9 58.0 156.3 41.09 152.92 10 10 11 480 12 110 156.30 0.44 0.05 10 62.0 68.1 38.94 151.96 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 39.79 151.91 12 4 13 1,040 16 120 3197.04 5.10 6.51 12 70.0 225.0 35.36 151.68 13 13 14 1,805 12 110 1361.42 3.86 11.09 13 140.0 0.0 11.33 166.18 14 14 15 1,915 12 110 -732.08 -2.08 3.73 14 100.0 2093.5 23.85 155.08 15 13 16 475 16 120 1835.62 2.93 1.06 15 90.0 178.6 29.79 158.81 16 16 17 1,835 16 120 1835.62 2.93 4.11 16 130.0 0.0 15.20 165.11 17 17 15 1,570 16 120 1419.32 2.27 2.19 17 103.0 237.1 25.11 161.00 18 17 18 2,005 16 120 179.20 0.29 0.06 18 103.0 179.2 25.08 160.94 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 32.79 158.74 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 25.41 158.70 21 15 21 780 16 120 249.14 0.40 0.04 21 80.0 43.8 34.10 158.77 22 21 6 500 16 120 205.38 0.33 0.02 22 65.0 147.9 40.02 157.44 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 37.62 156.91 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 35.16 156.22 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 36.39 156.05



EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FI RE FLOW AT NODE 14 (FF = 2000 GPM) (FILE: 215MX14A)

PIPE TABLE <----- --- Input - --------> <------------. Output --- --------> Pipe UpNode DnNode length Dia Roughness Flow

ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.33

TOTAL = 6857.75

<-----Node

1



1 Pump1 1.00 1.00

FilE: 215MX14A (W/KALAELOA)


USgpm -6857.8

Velocity Headloss ftlsec ft

0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 26.39 155.97 27 97.0 145.3 25.53 155.99 28 90.0 125.0 28.68 156.26 29 56.0 2083.3 32.51 131.09

TOTALS = 4774.4

01/18/2005

F" r'" r, r" M ~ .. " r 9 1 r ... "'"'1 r~' r', n n ,.., r" r., ,-,

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 15 (FF = 2000 GPM) Fourth: (FILE: 215MX15A)







ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.33

TOTAL = 6857.75

<-----Node

1

INFLOW TABLE Input ----------:<------ 0


1 Pump1 1.00 1.00



USgpm -6857.8


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 25.77 154.52 27 97.0 145.3 24.91 154.54 28 90.0 125.0 28.06 154.81 29 56.0 2083.3 31.88 129.65

TOTALS = 6857.8

01/18/2005

..., r1 r, r"l M r't .. ~ ., ~ r1 ~ r"} r, r", ~ M r, r.



ft in USgpm ftlsec ft ft USgpm psi ft 1 1 2 1,200 20 120 6857.75 7.00 10.42 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 6857.75 7.00 14.84 2 192.0 0.0 5.45 204.58 3 3 4 1,965 20 120 6857.75 7.00 17.05 3 160.0 0.0 12.88 189.74 4 4 5 2,065 20 120 3716.40 3.80 5.76 4 140.0 0.0 14.15 172.69 5 5 6 3,070 20 120 3716.40 3.80 8.57 5 104.0 0.0 27.24 166.92 6 6 7 1,085 20 120 2689.01 2.75 1.66 6 80.0 168.8 33.92 158.36 7 7 8 1,275 20 120 2689.01 2.75 1.95 7 72.0 0.0 36.66 156.69 8 8 9 1,445 20 120 2689.01 2.75 2.22 8 68.0 0.0 37.55 154.74 9 9 10 1,210 12 110 449.43 1.28 0.96 9 58.0 156.3 40.92 152.52 10 10 11 480 12 110 156.30 0.44 0.05 10 62.0 68.1 38.77 151.57 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 39.62 151.51 12 4 13 1,040 16 120 3141.35 5.01 6.30 12 70.0 225.0 35.19 151.28 13 13 14 1,805 12 110 818.64 2.32 4.33 13 140.0 0.0 11.42 166.38 14 14 15 1,915 12 110 725.14 2.06 3.67 14 100.0 93.5 26.87 162.06 15 13 16 475 16 120 2322.71 3.71 1.65 15 90.0 178.6 29.61 158.39 16 16 17 1,835 16 120 2322.71 3.71 6.36 16 130.0 0.0 15.04 164.74 17 17 15 1,570 16 120 -93.59 -0.15 0.01 17 103.0 237.1 23.97 158.38 18 17 18 2,005 16 120 2179.20 3.48 6.17 18 103.0 2179.2 21.30 152.21 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 32.60 158.32 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 25.23 158.28 21 15 21 780 16 120 193.45 0.31 0.03 21 80.0 43.8 33.92 158.37 22 21 6 500 16 120 149.69 0.24 0.01 22 65.0 147.9 39.84 157.04 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 37.45 156.52 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 34.99 155.82 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 36.21 155.65





ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.33

TOTAL = 6857.75

<-----Node

1



1 Pump1 1.00 1.00



USgpm -6857.8


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 26.22 155.57 27 97.0 145.3 25.36 155.59 28 90.0 125.0 28.51 155.86 29 56.0 2083.3 32.34 130.70

TOTALS = 6857.8

01/18/2005

1""'1 r1 ~ "l 1'$' r, r', r, r, r, r1 r'~' r-, ~ ~ r'1 r1 ~ r.

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FI RE FLOW AT NODE 20 (FF = 1500 GPM) Fourth: (FILE: 215MX20A)







ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29 31 9 29 1,615 12 110 2083.33

TOTAL = 6357.75

<-----Node

1



1 Pump1 1.00 1.00



USgpm -6357.8

Velocity HeadLoss ft/sec ft

0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 29.03 162.06 27 97.0 145.3 28.17 162.07 28 90.0 125.0 31.32 162.35 29 56.0 2083.3 35.14 137.18

TOTALS = 6357.8

01/18/2005

F" rl r"l r*' ~ .., r', r, r, r-, r, r'", ~ ., ~ p, ~ r-1 ~







PIPE TABLE <----- --- Input - --------> <------------, Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow

ft in USgpm 26 24 25 530 16 120 -330.44 27 25 26 1,550 16 120 -499.71 28 26 27 1,690 16 120 -645.55 29 27 28 1,750 16 120 -790.86 30 28 23 1,625 16 120 -915.86 31 9 29 1,615 12 110 2083.33

TOTAL = 6857.75

<-----Node

1



1 Pump1 1.00 1.00



USgpm -6857.8

Velocity HeadLoss ft/sec ft

-0.53 0.05 -0.80 0.31 -1.03 0.55 -1.26 0.82 -1.46 1.01 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 23.22 148.65 27 97.0 145.3 22.60 149.19 28 90.0 125.0 25.98 150.02 29 56.0 2083.3 31.32 128.36

TOTALS = 6857.8

01/18/2005

1'< 1 rl ,-, P""l r-. ., ., .. ., r1 r, ,-, po-, rt r. ~ r-l r'1 .... First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 27 (FF = 1000 GPM) Fourth: (FILE: 215MX27B)



FILE: 215MX27B (W/KALAELOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FIRE FLOW AT NODE 27 (FF = 1000 GPM) (FILE: 215MX27B)


ft in USgpm 26 24 25 530 16 120 741.13 27 25 26 1,550 16 120 571.86 28 26 27 1,690 16 120 426.02 29 27 28 1,750 16 120 -719.29 30 28 23 1,625 16 120 -844.29 31 9 29 1,615 12 110 2083.33

TOTAL = 5857.75

<-----Node

1



1 Pump1 1.00 1.00

FILE: 215MX27B (W/KALAELOA)


USgpm -5857.8


1.18 0.22 0.91 0.40 0.68 0.25

-1.15 0.69 -1.35 0.86 5.91 21.82

2


ft USgpm psi ft 26 95.0 145.8 31.39 167.51 27 97.0 1145.3 30.41 167.26 28 90.0 125.0 33.74 167.95 29 56.0 2083.3 37.87 143.48

TOTALS = 5857.8

01/18/2005

r. .., r1 .., .., . .., r', r-, r-l r, r'-, r, ('" ~ r-, r'1 ,...., r, r1

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 29 (FF = 2000 GPM) Fourth: (FILE: 215MX29)



FILE: 215MX29 FF AT KALAELOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FIRE FLOW AT NODE 29 (FF = 2000 GPM) (FILE: 215MX29)


ft in USgpm 26 24 25 530 16 120 273.13 27 25 26 1,550 16 120 103.86 28 26 27 1,690 16 120 -41.98 29 27 28 1,750 16 120 -187.29 30 28 23 1,625 16 120 -312.29 31 9 29 1,615 16 110 4083.33

TOTAL = 6857.75

<-----Node

1



1 Pump1 1.00 1.00

FILE: 215MX29 FF AT KALAELOA)


USgpm -6857.8


0.44 0.03 0.17 0.02

-0.07 0.00 -0.30 0.06 -0.50 0.14 6.52 18.69

2


ft USgpm psi ft 26 95.0 145.8 26.06 155.20 27 97.0 145.3 25.20 155.20 28 90.0 125.0 28.25 155.26 29 56.0 4083.3 28.13 120.99

TOTALS = 6857.8

01/18/2005

~ ~ r. p, r1 ., r'", """'1 r", r''', r", r", r"', po-, r'l rl r", ,.., r,




FILE: 215MX11 (W/O KALAELOA) 1 01/18/2005




ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29

TOTAL = 4774.37

<-----Node

1



1 Pump1 1.00 1.00

FILE: 215MX11 (W/O KALAELOA)

utput ------: Inflow

USgpm -4774.4

Velocity HeadLoss fUsec ft

0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65

2


ft USgpm psi ft 26 95.0 145.8 37.82 182.37 27 97.0 145.3 36.97 182.39 28 90.0 125.0 40.11 182.66

TOTALS = 4774.4

01/18/2005

~ ..., r"'I .., r'I r. .. .. P"1 rl ,..., r1 ~ ~ .1 ""1 ,...., r"""1 "




FILE: 215MX12 (WIO KALAELOA) 1 01/18/2005



r,

FIRE FLOW AT NODE 12 (FF = 1000 GPM) (FILE: 215MX12)


ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29

TOTAL = 3774.37

<-----Node

1



1 Pump1 1.00 1.00

FILE: 215MX12 (WIO KALAELOA)


USgpm -3774.4


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65

2

....... • • .-.. - .

NODE TABLE <----- ----- Input-·------------> <----- Outp--------> Node Elevation

ft 26 95.0 27 97.0 28 90.0

Demand USgpm

145.8 145.3 125.0

TOTALS = 3774.4

Pressure psi 42.45 41.59 44.74

HGL ft

193.06 193.08 193.35

01/18/2005

r', ,..., r"1 ~ r, ... .. .. r't r", "'-1 r1 ~-l ...., r-, r1 ".., r-1 r,



ft in USgpm ftlsec ft ft USgpm psi ft 1 1 2 1,200 20 120 4774.37 4.88 5.33 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 4774.37 4.88 7.59 2 192.0 0.0 7.65 209.67 3 3 4 1,965 20 120 4774.37 4.88 8.72 3 160.0 0.0 18.22 202.08 4 4 5 2,065 20 120 2403.74 2.46 2.57 4 140.0 0.0 23.10 193.36 5 5 6 3,070 20 120 2403.74 2.46 3.82 5 104.0 0.0 37.57 190.79 6 6 7 1,085 16 120 605.63 0.97 0.31 6 80.0 168.8 46.31 186.97 7 7 8 1,275 16 120 605.63 0.97 0.37 7 72.0 0.0 49.63 186.65 8 8 9 1,445 16 120 605.63 0.97 0.42 8 68.0 0.0 51.21 186.29 9 9 10 1,210 16 120 449.38 0.72 0.20 9 58.0 156.3 55.36 185.87 10 10 11 480 12 110 156.25 0.44 0.05 10 62.0 68.1 53.54 185.67 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 54.38 185.62 12 4 13 1,040 16 120 2370.64 3.78 3.74 12 70.0 225.0 49.95 185.39 13 13 14 1,805 12 110 1184.77 3.36 8.58 13 140.0 0.0 21.48 189.62 14 14 15 1,915 12 110 -908.73 -2.58 5.57 14 100.0 2093.5 35.08 181.04 15 13 16 475 16 120 1185.86 1.89 0.47 15 90.0 178.6 41.82 186.61 16 16 17 1,835 16 120 1185.86 1.89 1.83 16 130.0 0.0 25.60 189.14 17 17 15 1,570 16 120 769.56 1.23 0.70 17 103.0 237.1 36.50 187.31 18 17 18 2,005 16 120 179.20 0.29 0.06 18 103.0 179.2 36.47 187.25 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 44.82 186.53 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 37.44 186.50 21 15 21 780 16 120 -577.26 -0.92 0.21 21 80.0 43.8 46.24 186.81 22 21 6 500 16 120 -621.02 -0.99 0.15 22 65.0 147.9 52.23 185.65 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 49.84 185.13 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 47.37 184.43 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 48.60 184.26





ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29

TOTAL = 4774.37

<-----Node

1



1 Pump1 1.00 1.00



USgpm -4774.4


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65

2


ft USgpm psi ft 26 95.0 145.8 38.61 184.18 27 97.0 145.3 37.75 184.20 28 90.0 125.0 40.90 184.47

TOTALS = 4774.4

01/18/2005

r', r'1 " r, ... 't PI ., ... P't """1 r, r1 rl r1 r-t ..., F"'" FI ~



ft in USgpm ftlsec ft ft USgpm psi ft 1 1 2 1,200 20 120 4774.37 4.88 5.33 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 4774.37 4.88 7.59 2 192.0 0.0 7.65 209.67 3 3 4 1,965 20 120 4774.37 4.88 8.72 3 160.0 0.0 18.22 202.08 4 4 5 2,065 20 120 2501.46 2.55 2.77 4 140.0 0.0 23.10 193.36 5 5 6 3,070 20 120 2501.46 2.55 4.12 5 104.0 0.0 37.49 190.59 6 6 7 1,085 16 120 605.63 0.97 0.31 6 80.0 168.8 46.09 186.48 7 7 8 1,275 16 120 605.63 0.97 0.37 7 72.0 0.0 49.42 186.16 8 8 9 1,445 16 120 605.63 0.97 0.42 8 68.0 0.0 50.99 185.80 9 9 10 1,210 16 120 449.38 0.72 0.20 9 58.0 156.3 55.14 185.38 10 10 11 480 12 110 156.25 0.44 0.05 10 62.0 68.1 53.33 185.18 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 54.17 185.13 12 4 13 1,040 16 120 2272.91 3.63 3.46 12 70.0 225.0 49.74 184.90 13 13 14 1,805 12 110 569.86 1.62 2.21 13 140.0 0.0 21.60 189.90 14 14 15 1,915 12 110 476.36 1.35 1.68 14 100.0 93.5 37.96 187.69 15 13 16 475 16 120 1703.05 2.72 0.93 15 90.0 178.6 41.56 186.00 16 16 17 1,835 16 120 1703.05 2.72 3.58 16 130.0 0.0 25.53 188.97 17 17 15 1,570 16 120 -713.25 -1.14 0.61 17 103.0 237.1 35.67 185.39 18 17 18 2,005 16 120 2179.20 3.48 6.17 18 103.0 2179.2 32.99 179.22 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 44.56 185.93 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 37.18 185.89 21 15 21 780 16 120 -674.99 -1.08 0.27 21 80.0 43.8 46.01 186.28 22 21 6 500 16 120 -718.75 -1.15 0.20 22 65.0 147.9 52.02 185.16 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 49.63 184.64 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 47.16 183.94 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 48.39 183.77

FILE: 215MX18 (WIO KALAELOA) 1 01/18/2005




ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29

TOTAL = 4774.37

<-----Node

1



1 Pump1 1.00 1.00



USgpm -4774.4


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65

2


ft 26 95.0 27 97.0 28 90.0

Demand USgpm

145.8 145.3 125.0

TOTALS = 4774.4

Pressure psi 38.40 37.54 40.69

HGL ft

183.69 183.71 183.98

01/18/2005

F"'l r1 r1 .., r-. ~ " r~ ~ rI ,-, r, n p, r't .., r'" r1 r'.,

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 20 (FF = 1500 GPM) Fourth: PHASE 2 (FILE: 215MX20)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------. Output --- --------> <----- ----- Input-·------------> <----- Outp--------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity Headloss Node Elevation Demand Pressure HGl

ft in USgpm ftlsec ft ft USgpm psi ft 1 1 2 1,200 20 120 4273.76 4.37 4.34 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 4273.76 4.37 6.18 2 192.0 0.0 8.08 210.66 3 3 4 1,965 20 120 4273.76 4.37 7.10 3 160.0 0.0 19.25 204.48 4 4 5 2,065 20 120 2354.05 2.40 2.47 4 140.0 0.0 24.84 197.37 5 5 6 3,070 20 120 2354.05 2.40 3.68 5 104.0 0.0 39.35 194.90 6 6 7 1,085 16 120 605.63 0.97 0.31 6 80.0 168.8 48.15 191.22 7 7 8 1,275 16 120 605.63 0.97 0.37 7 72.0 0.0 51.48 190.91 8 8 9 1,445 16 120 605.63 0.97 0.42 8 68.0 0.0 53.05 190.54 9 9 10 1,210 16 120 449.38 0.72 0.20 9 58.0 156.3 57.20 190.13 10 10 11 480 12 110 156.25 0.44 0.05 10 62.0 68.1 55.38 189.93 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 56.22 189.87 12 4 13 1,040 16 120 1919.70 3.06 2.53 12 70.0 225.0 51.79 189.64 13 13 14 1,805 12 110 571.94 1.62 2.23 13 140.0 0.0 23.74 194.84 14 14 15 1,915 12 110 478.44 1.36 1.70 14 100.0 93.5 40.09 192.62 15 13 16 475 16 120 1347.77 2.15 0.60 15 90.0 178.6 43.69 190.92 16 16 17 1,835 16 120 1347.77 2.15 2.32 16 130.0 0.0 27.81 194.24 17 17 15 1,570 16 120 931.47 1.49 1.00 17 103.0 237.1 38.49 191.92 18 17 18 2,005 16 120 179.20 0.29 0.06 18 103.0 179.2 38.47 191.86 19 15 19 1,305 16 120 1758.89 2.81 2.70 19 83.0 146.6 45.55 188.22 20 19 20 2,745 16 120 1612.29 2.57 4.84 20 100.0 1612.3 36.09 183.38 21 15 21 780 16 120 -527.58 -0.84 0.17 21 80.0 43.8 48.09 191.09 22 21 6 500 16 120 -571.34 -0.91 0.13 22 65.0 147.9 54.07 189.91 23 6 22 1,780 16 120 1008.33 1.61 1.32 23 70.0 187.5 51.68 189.38 24 22 23 950 16 120 860.41 1.37 0.52 24 75.0 87.5 49.21 188.69 25 23 24 1,325 12 110 360.63 1.02 0.70 25 72.0 169.3 50.44 188.52

FilE: 215MX20 (W/O KALAElOA) 1 01/18/2005


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FIRE FLOW AT NODE 20 (FF = 1500 GPM) PHASE 2 (FILE: 215MX20)


ft in USgpm 26 24 25 530 12 110 273.13 27 25 26 1,550 12 110 103.86 28 26 27 1,690 12 110 -41.98 29 27 28 1,750 12 110 -187.29 30 28 23 1,625 12 110 -312.29

TOTAL = 4273.76

<-----Node

1



1 Pump1 1.00 1.00



USgpm -4273.8


0.77 0.17 0.29 0.08

-0.12 0.02 -0.53 0.27 -0.89 0.65

2


ft USgpm psi ft 26 95.0 145.8 40.45 188.44 27 97.0 145.3 39.59 188.46 28 90.0 125.0 42.74 188.73

TOTALS = 4273.8

01/18/2005

...-. r., ~ M .., ..., ... .. ~ .., r""1 r', n ~ r1 r, r'''' r, r',



ft in USgpm fUsec ft ft USgpm psi ft 1 1 2 1,200 20 120 4774.37 4.88 5.33 1 215.0 0.0 0.00 215.00 2 2 3 1,710 20 120 4774.37 4.88 7.59 2 192.0 0.0 7.65 209.67 3 3 4 1,965 20 120 4774.37 4.88 8.72 3 160.0 0.0 18.22 202.08 4 4 5 2,065 20 120 2749.85 2.81 3.30 4 140.0 0.0 23.10 193.36 5 5 6 3,070 20 120 2749.85 2.81 4.91 5 104.0 0.0 37.26 190.06 6 6 7 1,085 16 120 605.63 0.97 0.31 6 80.0 168.8 45.52 185.16 7 7 8 1,275 16 120 605.63 0.97 0.37 7 72.0 0.0 48.85 184.84 8 8 9 1,445 16 120 605.63 0.97 0.42 8 68.0 0.0 50.42 184.48 9 9 10 1,210 16 120 449.38 0.72 0.20 9 58.0 156.3 54.57 184.06 10 10 11 480 12 110 156.25 0.44 0.05 10 62.0 68.1 52.75 183.86 11 10 12 1,290 12 110 225.00 0.64 0.28 11 60.0 156.3 53.60 183.81 12 4 13 1,040 16 120 2024.52 3.23 2.79 12 70.0 225.0 49.17 183.58 13 13 14 1,805 12 110 603.77 1.71 2.46 13 140.0 0.0 21.89 190.57 14 14 15 1,915 12 110 510.27 1.45 1.91 14 100.0 93.5 38.14 188.11 15 13 16 475 16 120 1420.75 2.27 0.66 15 90.0 178.6 41.64 186.19 16 16 17 1,835 16 120 1420.75 2.27 2.56 16 130.0 0.0 25.93 189.90 17 17 15 1,570 16 120 1004.45 1.60 1.15 17 103.0 237.1 36.51 187.35 18 17 18 2,005 16 120 179.20 0.29 0.06 18 103.0 179.2 36.49 187.28 19 15 19 1,305 16 120 259.50 0.41 0.08 19 83.0 146.6 44.64 186.12 20 19 20 2,745 16 120 112.90 0.18 0.04 20 100.0 112.9 37.26 186.08 21 15 21 780 16 120 1076.62 1.72 0.65 21 80.0 43.8 45.69 185.54 22 21 6 500 16 120 1032.86 1.65 0.39 22 65.0 147.9 47.70 175.20 23 6 22 1,780 16 120 3008.33 4.80 9.96 23 70.0 187.5 43.44 170.36 24 22 23 950 16 120 2860.41 4.56 4.84 24 75.0 2087.5 35.63 157.29 25 23 24 1,325 12 110 1757.06 4.99 13.06 25 72.0 169.3 37.03 157.53





ft in USgpm 26 24 25 530 12 110 -330.44 27 25 26 1,550 12 110 -499.71 28 26 27 1,690 12 110 -645.55 29 27 28 1,750 12 110 -790.86 30 28 23 1,625 12 110 -915.86

TOTAL = 4774.37

<-----Node

1



1 Pump1 1.00 1.00



USgpm -4774.4


-0.94 0.24 -1.42 1.49 -1.83 2.61 -2.24 3.93 -2.60 4.79

2


ft 26 95.0 27 97.0 28 90.0

Demand USgpm

145.8 145.3 125.0

TOTALS = 4774.4

Pressure psi 27.71 27.98 32.71

HGL ft

159.02 161.63 165.56

01/18/2005

n ~ r, .~ r"1 .., M r, r', ,., r, r~'l r''''''t r, po; r, r', r, r,

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FI RE FLOW AT NODE 27 (FF = 1000 GPM) Fourth: (FILE: 215MX27)







ft in USgpm 26 24 25 530 12 110 741.13 27 25 26 1,550 12 110 571.86 28 26 27 1,690 12 110 426.02 29 27 28 1,750 12 110 -719.29 30 28 23 1,625 12 110 -844.29

TOTAL = 3774.37

<-----Node

1



1 Pump1 1.00 1.00



USgpm -3774.4


2.10 1.06 1.62 1.91 1.21 1.21

-2.04 3.30 -2.40 4.12

2


ft USgpm psi ft 26 95.0 145.8 37.98 182.74 27 97.0 1145.3 36.59 181.53 28 90.0 125.0 41.05 184.83

TOTALS = 3774.4

01/18/2005

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 29 (FF = 2000 GPM) Fourth: (FILE: 215MX11 D)KALAELOA


1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8

31 9

<-----Node

1

ft in USgpm 2 1,200 20 120 4083.33 3 1,710 20 120 4083.33 4 1,965 20 120 4083.33 5 2,065 20 120 4083.33 6 3,070 16 120 4083.33 7 1,085 16 120 4083.33 8 1,275 16 120 4083.33 9 1,445 16 120 4083.33

29 1,615 16 120 4083.33

TOTAL = 4083.33


Pumps. JpCurveEstima %Actual

1 Pump1 1.00 1.00


USgpm -4083.3

FILE: 215MX11 D (KALAELOA ONLY)

ftlsec ft 4.17 3.99 4.17 5.68 4.17 6.53 4.17 6.86 6.52 30.24 6.52 10.69 6.52 12.56 6.52 14.24 6.52 15.91

1


ft USgpm psi ft 1 215.0 0.0 0.00 215.00 2 192.0 0.0 8.23 211.01 3 160.0 0.0 19.62 205.33 4 140.0 0.0 25.45 198.80 5 104.0 0.0 38.07 191.94 6 80.0 0.0 35.37 161.70 7 72.0 0.0 34.20 151.01 8 68.0 0.0 30.50 138.45 9 58.0 0.0 28.66 124.21

29 56.0 4083.3 22.64 108.30

TOTALS = 4083.3

01/18/2005

----

-

----

-----.

-

----..

APPENDIX A-2

440' RESERVOIR SYSTEM


First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: PEAK HOUR ANAL YSIS Fourth: 440(FILE: 440PH)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------. Output --- --------> <----- ----- I nput-·------------> <----- Outp--------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss Node Elevation Demand Pressure HGL

ft in USgpm ft/sec ft ft USgpm psi ft 41 41 42 3,180 16 120 2707.76 4.32 14.64 41 440.0 0.0 0.00 440.00 42 42 43 2,045 16 120 2707.76 4.32 9.41 42 205.0 0.0 95.39 425.36 43 43 44 1,960 12 110 727.57 2.06 3.78 43 160.0 0.0 110.80 415.94 44 43 45 980 12 110 1428.52 4.05 6.58 44 140.0 0.0 117.82 412.17 45 45 46 560 12 110 1147.89 3.26 2.51 45 150.0 280.6 112.28 409.36 46 46 47 635 8 110 215.62 1.38 0.93 46 145.0 182.3 113.36 406.85 47 47 48 850 8 110 182.29 1.16 0.91 47 145.0 33.3 112.95 405.92 48 46 49 700 12 110 749.98 2.13 8.44 48 140.0 182.3 114.73 405.02 49 49 50 610 8 110 45.00 0.29 0.05 49 140.0 203.3 111.87 398.41 50 49 51 900 8 110 416.67 2.66 4.45 50 130.0 45.0 116.18 398.37 51 51 52 870 8 110 416.67 2.66 4.30 51 130.0 0.0 114.27 393.97 52 49 53 1,535 8 110 84.98 0.54 0.40 52 120.0 416.7 116.74 389.66 53 53 44 1,020 8 110 -727.57 -4.64 14.15 53 140.0 298.0 111.69 398.01 54 53 54 855 8 110 81.25 0.52 0.20 54 120.0 81.3 120.26 397.81 55 53 55 500 8 110 433.33 2.77 2.66 55 130.0 350.0 114.87 395.36 56 55 56 870 8 110 83.33 0.53 0.22 56 120.0 83.3 119.11 395.14 57 43 57 455 8 110 551.67 3.52 3.78 57 160.0 166.7 109.16 412.16 58 57 58 705 8 110 385.00 2.46 3.01 58 165.0 385.0 105.69 409.15

TOTAL = 2707.76 TOTALS = 2707.8

FILE: 440PH 1 11/08/2004


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN PEAK HOUR ANALYSIS 440(FILE: 440PH)


ft in US gpm ftlsec ft INFLOW TABLE

<----- Input -- --------: <------ 0 Node Pumps JpCurveEstima %Actual

41 1 Pump1 1.00 1.00

FILE: 440PH


USgpm -2707.8

2


ft US gpm psi ft

11/08/2004

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FIRE FLOW AT NODE 48 (FF = 1000 GPM) Fourth: 440(FILE: 440MX48a)


ft in USgpm ftlsec ft ft USgpm psi ft 41 41 42 3,180 16 120 2354.01 3.76 11.30 41 440.0 0.0 0.00 440.00 42 42 43 2,045 16 120 2354.01 3.76 7.26 42 205.0 0.0 96.84 428.70 43 43 44 1,960 12 110 428.56 1.22 1.42 43 160.0 0.0 113.18 421.44 44 43 45 980 12 110 1649.60 4.68 8.59 44 140.0 0.0 121.22 420.02 45 45 46 560 12 110 1509.29 4.28 4.17 45 150.0 140.3 113.79 412.84 46 46 47 635 8 110 1107.87 7.07 19.20 46 145.0 91.2 114.15 408.68 47 47 48 850 8 110 1091.20 6.97 24.99 47 145.0 16.7 105.84 389.48 48 46 49 700 12 110 310.22 0.88 6.00 48 140.0 1091.2 97.18 364.49 49 49 50 610 8 110 22.50 0.14 0.01 49 140.0 101.7 118.91 414.68 50 49 51 900 8 110 208.33 1.33 1.23 50 130.0 22.5 123.23 414.66 51 51 52 870 8 110 208.33 1.33 1.19 51 130.0 0.0 122.70 413.44 52 49 53 1,535 8 110 -22.28 -0.14 0.03 52 120.0 208.3 126.52 412.25 53 53 44 1,020 8 110 -428.56 -2.74 5.31 53 140.0 149.0 118.92 414.71 54 53 54 855 8 110 40.63 0.26 0.06 54 120.0 40.6 127.56 414.65 55 53 55 500 8 110 216.67 1.38 0.74 55 130.0 175.0 122.93 413.97 56 55 56 870 8 110 41.67 0.27 0.06 56 120.0 41.7 127.24 413.91 57 43 57 455 8 110 275.85 1.76 1.05 57 160.0 83.3 112.72 420.39 58 57 58 705 8 110 192.52 1.23 0.83 58 165.0 192.5 110.20 419.56

TOTAL = 2354.01 TOTALS = 2354.0

FILE: 440MX48A 1 11/08/2004


EAST KAPOLEI DEVELOPMENT WATER SYSTEM MASTER PLAN FIRE FLOW AT NODE 48 (FF = 1000 GPM) 440(FILE: 440MX48a)

PIPE TABLE <----- --- I n put - --------> <------------. Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss

ft in US gpm ft/sec ft INFLOW TABLE


41 1 Pump1 1.00 1.00

FILE: 440MX48A


USgpm -2354

2


ft US gpm psi ft

11/08/2004



ft in USgpm ftlsec ft ft USgpm psi ft 41 41 42 3,180 16 120 3354.01 5.35 21.76 41 440.0 0.0 0.00 440.00 42 42 43 2,045 16 120 3354.01 5.35 13.99 42 205.0 0.0 92.31 418.24 43 43 44 1,960 12 110 752.48 2.13 4.02 43 160.0 0.0 105.73 404.24 44 43 45 980 12 110 2325.68 6.60 16.24 44 140.0 0.0 112.65 400.23 45 45 46 560 12 110 2185.37 6.20 8.27 45 150.0 140.3 103.03 388.01 46 46 47 635 8 110 107.87 0.69 0.26 46 145.0 91.2 101.62 379.74 47 47 48 850 8 110 91.20 0.58 0.25 47 145.0 16.7 101.51 379.48 48 46 49 700 12 110 1986.30 5.64 0.04 48 140.0 91.2 103.56 379.23 49 49 50 610 8 110 22.50 0.14 0.01 49 140.0 101.7 103.80 379.78 50 49 51 900 8 110 2208.33 14.10 97.60 50 130.0 22.5 108.12 379.76 51 51 52 870 8 110 2208.33 14.10 94.35 51 130.0 0.0 65.88 282.18 52 49 53 1,535 8 110 -346.20 -2.21 5.38 52 120.0 2208.3 29.36 187.83 53 53 44 1,020 8 110 -752.48 -4.80 15.07 53 140.0 149.0 106.13 385.16 54 53 54 855 8 110 40.63 0.26 0.06 54 120.0 40.6 114.76 385.10 55 53 55 500 8 110 216.67 1.38 0.74 55 130.0 175.0 110.14 384.43 56 55 56 870 8 110 41.67 0.27 0.06 56 120.0 41.7 114.44 384.36 57 43 57 455 8 110 275.85 1.76 1.05 57 160.0 83.3 105.28 403.20 58 57 58 705 8 110 192.52 1.23 0.83 58 165.0 192.5 102.75 402.36

TOTAL = 3354.01 TOTALS = 3354.0

FILE: 440MX52A 1 11/08/2004





<----- Input -- --------: <------ 0 Node Pumps )pCurveEstima %Actual

41 1 Pump1 1.00 1.00

FILE: 440MX52A


USgpm -3354.01

2


ft US gpm psi ft

11/08/2004

First: EAST KAPOLEI DEVELOPMENT Second: WATER SYSTEM MASTER PLAN Third: FI RE FLOW AT NODE 53 (FF = 2000 GPM) Fourth: 440(FILE: 440MX53a)

PIPE TABLE NODE TABLE <----- --- Input - --------> <------------, Output --- --------> <----- ----- Input-·------------> <-- Output --------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss Node Elevation Demand Pressure HGL

ft in USgpm ftlsec ft ft USgpm psi ft 41 41 42 3,180 16 120 3354.01 5.35 21.76 41 440.0 0.0 0.00 440.00 42 42 43 2,045 16 120 3354.01 5.35 13.99 42 205.0 0.0 92.31 418.24 43 43 44 1,960 12 110 1421.06 4.03 13.04 43 160.0 0.0 105.73 404.24 44 43 45 980 12 110 1657.10 4.70 8.67 44 140.0 0.0 108.75 391.20 45 45 46 560 12 110 1516.79 4.30 4.20 45 150.0 140.3 106.31 395.58 46 46 47 635 8 110 107.87 0.69 0.26 46 145.0 91.2 106.65 391.37 47 47 48 850 8 110 91.20 0.58 0.25 47 145.0 16.7 106.54 391.12 48 46 49 700 12 110 1317.72 3.74 11.72 48 140.0 91.2 108.60 390.86 49 49 50 610 8 110 22.50 0.14 0.01 49 140.0 101.7 103.74 379.65 50 49 51 900 8 110 208.33 1.33 1.23 50 130.0 22.5 108.07 379.64 51 51 52 870 8 110 208.33 1.33 1.19 51 130.0 0.0 107.54 378.42 52 49 53 1,535 8 110 985.22 6.29 37.34 52 120.0 208.3 111.35 377.23 53 53 44 1,020 8 110 -1421.06 -9.07 48.90 53 140.0 2149.0 87.58 342.31 54 53 54 855 8 110 40.63 0.26 0.06 54 120.0 40.6 96.21 342.25 55 53 55 500 8 110 216.67 1.38 0.74 55 130.0 175.0 91.59 341.57 56 55 56 870 8 110 41.67 0.27 0.06 56 120.0 41.7 95.89 341.51 57 43 57 455 8 110 275.85 1.76 1.05 57 160.0 83.3 105.28 403.20 58 57 58 705 8 110 192.52 1.23 0.83 58 165.0 192.5 102.75 402.36

TOTAL = 3354.01 TOTALS = 3354.0

FILE: 440MX53A 1 11/08/2004







USgpm -3354 41 1 Pump1 1.00 1.00

FILE: 440MX53A 2

NODE TABLE <----- ----- Input-·------------> <-- Output --------> Node Elevation Demand Pressure HGL

ft US gpm psi ft

11/08/2004


PIPE TABLE NODE TABLE <----- --- Input - --------> <------------, Output --- --------> <----- ----- Input-·------------> <-- Output --------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss Node Elevation Demand Pressure HGL

ft in USgpm ft/sec ft ft USgpm psi ft 41 41 42 3,180 16 120 2854.01 4.55 16.14 41 440.0 0.0 0.00 440.00 42 42 43 2,045 16 120 2854.01 4.55 10.38 42 205.0 0.0 94.75 423.86 43 43 44 1,960 12 110 402.49 1.14 1.26 43 160.0 0.0 109.73 413.48 44 43 45 980 12 110 675.67 1.92 1.65 44 140.0 0.0 117.85 412.22 45 45 46 560 12 110 535.36 1.52 0.61 45 150.0 140.3 113.35 411.84 46 46 47 635 8 110 107.87 0.69 0.26 46 145.0 91.2 115.25 411.23 47 47 48 850 8 110 91.20 0.58 0.25 47 145.0 16.7 115.14 410.97 48 46 49 700 12 110 336.29 0.95 3.73 48 140.0 91.2 117.19 410.72 49 49 50 610 8 110 22.50 0.14 0.01 49 140.0 101.7 115.80 407.49 50 49 51 900 8 110 208.33 1.33 1.23 50 130.0 22.5 120.12 407.48 51 51 52 870 8 110 208.33 1.33 1.19 51 130.0 0.0 119.59 406.26 52 49 53 1,535 8 110 3.79 0.02 0.00 52 120.0 208.3 123.41 405.07 53 53 44 1,020 8 110 -402.49 -2.57 4.73 53 140.0 149.0 115.80 407.49 54 53 54 855 8 110 40.63 0.26 0.06 54 120.0 40.6 124.43 407.44 55 53 55 500 8 110 216.67 1.38 0.74 55 130.0 175.0 119.81 406.76 56 55 56 870 8 110 41.67 0.27 0.06 56 120.0 41.7 124.11 406.70 57 43 57 455 8 110 1775.85 11.34 32.96 57 160.0 83.3 95.47 380.53 58 57 58 705 8 110 1692.52 10.80 46.72 58 165.0 1692.5 73.08 333.81

TOTAL = 2854.01 TOTALS = 2854.0

FILE: 440MX58A 1 11/08/2004



PIPE TABLE <----- --- Input - --------> <------------·Output --- --------> Pipe UpNode DnNode Length Dia Roughness Flow Velocity HeadLoss

<-----Node

41

ft in US gpm ft/sec ft INFLOW TABLE

Input ----------:<------ 0 Pumps )pCurveEstima %Actual

1 Pump1 1.00 1.00


USgpm -2854

FILE: 440MX58A 2

NODE TABLE <----- ----- Input-·------------> <-- Output --------> Node Elevation Demand Pressure HGL

ft US gpm psi ft

11/08/2004

----.. --

-

-.. •

.. •

..

.. ,----

APPENDIX A-3

BOOSTER PUMP CALCULATION


PROJECT EAST KAPOLEI DEVELOPMENT

SUBJECT: BOOSTER PUMP FOR 440' RESERVOIR

DATE:

BY:

11/09/04

SMQ

SIZING OF TRANSMISSION PIPE FROM BOOSTER PUMP TO UPPER LIFT ELEVATION FOR PUMP DESIGN SHT 1 OF 1 SHTS

DRAFT POINT PIPE NO. NO.

1 1

2 2

3

4

PUMPING DATA

PUMPING RATE PUMP BACK PRESSURE

UPPER LIFT ELEVATION PUMP ELEVATION PUMP BACK PRESSURE STATIC HEAD

SUMMARY

STATIC HEAD SUM V(exp2)/2g SUM Sfl SUM MISC LOSSES

DIAM (in)

16.000

16.000

TOTAL DYNAMIC HEAD (TDH)

BRAKE HORSEPOWER

PUMP EFFICIENCY (e)

BHP=(Q GPM)(TDH)/(3956)(e)

L C Q (tt) (MGD)

1120 120 1.296

3180 120 1.296

= 1350.00 GPM = = -23.00 tt =

= 440.00 tt = 192.00 tt = -23.00 tt = 225.00 tt

= 225.00 tt = 0.07 tt = 5.43 tt = 30.00 tt = 260.50 tt

= 65.0 %

= 136.8

Q V V(exp2)/2g (gpm) (fps) (tt)

1350.00 2.15 0.07

1350.00 2.15 0.07

1.2960 MGD -9.970 psi

Sf Sfi (tt) (tt)

0.0013 1.41

0.0013 4.02

I1ISC LOSSE: ELEV (tt) (tt)

8.00

22.00

192.00

205.00

440.00

------w

....

---.. -.. .. -.. -.. .Iff'

--

REFERENCE

NOVEMBER 2004

I I I I I I I ~

t t [

I I I I I I I I

REFERENCES

1. Water System Standards, 2002, City & County of Honolulu Board of Water Supply

2. State of Hawaii, Commission on Water Resource Management, Department of Land and Natural Resources, Administration Rules of the State Water Code, Chapter 174C Hawaii Revised Statutes, 1988

3. State of Hawaii, Hawaii Administrative Rules, Title 11, Department of Health, Chapter 20, Potable Water Systems, 1981 as amended August 23, 1999.

REFERENCE NOVEMBER 2004

•

UNDAUNGLE GOVERNOR OF HAWAII

n:r-f~r~1" !en .; , .

NOV 29 p 1 : 28

Q

tm '~r(::':"',\I'~.)\"'-r~: STATE OF HAWAII r; f:~'~' , , . Dep~T~ffT OF LAND AND NATURAL RESOURCES

MEMORANDUM

HISTORIC PRESERVATION DIVISION KAKUHIHEWA BUILDING, ROOM 555

601 KAMOKILA BOULEVARD KAPOLEI, HAWAII 96707

November 22, 2004

TO: Yvonne Y. Izu, Deputy Director Commission on Water Resource Management

FROM: Melanie A. Chinen, Administra~'.) State Historic Preservation "Ur'

PETERT. YOUNG CHAIRPERSON

BOARD OF lAND AND NATURAl RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT

DAN DAVIDSON DEPUTY DIRECTOR, LAND

YVONNE Y. IZU DEPUTY DIRECTOR, WATER

AQUAllC RESOURCES BOATING AND OCEAN RECREA l10N

BUREAU OF CONVEYANCES COMMISSION ON WATER RESOURCE MANAGEMENT

CONSERVA11ON AND COASTAl LANDS CONSERVATION AND RESOURCES ENFORCEMENT

ENGINEERING FORESTRY AND WILDUFE HISTORIC PRESERVA110N ,

KAHOOIAWE ISLAND RESERVE COMMISSION LAND

STATE PARKS

LOG NO: 2004.3326 DOC NO: 0411EJ15

SUBJECT: Chapter SE-8 Historic Preservation Review - Department of Hawaiian Homelands Ground Water Reservation Request for Waipahu-Waiawa Ground Water Management Area [State/DHHL] TMK: Various

Thank you for the opportunity to comment n the request for Water Reservation in the Waipahu-Waiawa Groundwater Manageme t Area by the Department of Hawaiian Home Landi: DHHL is requesting water re ervation for their planned developments in the 'Ewa, Wahiawa, Wai'anae, and Waima alo areas.

I

Our comments are provided below by TMK:I I I

Honouliuli 'Ewa TMK: 9-1-016:008' 076 0 '8 108' 9-1-017:071 088 A review of cur records shows that there ar no known historic sites within any of the 'Ewa lands. These lands were used intensi ely for commercial agriculture and no historic sites are expected in these develop ents,

Wahiawa, Wahiawa TMK: 7-1-02:031-033 There are no known historic sites within the e parcels which have been previously developed by commercial agriculture. How ver, we are unsure if there are any historic sites within the gulches that border the par Is. Therefore, we request that development plans be reviewed by SHPD for this parcel i order to comment on the effect the planned development may have on significant histo c sites.

Waimanalo Ko'olau oko TMK: 4-1-008:01 There are no known historic sites within thi parcel. Aerial photographs over the last 30 years show that this parcel has been used f r agricultural purposes. However, we request that development plans be reviewe by SHPD for this parcel in order to comment on the effect the planned develop ent may have on significant historic sites.

I

I

I I I

I

o Yvonne Y. Izu, Deputy Director Page 2

Waimanalo. Ko'olaupoko TMK: 4-1-038:054

o

There are no known sites within this parcel. Aerial photographs show that this parcel has been partially graded, possibly during development of the adjacent housing. However we request that development plans be reviewed by SHPD for this parcel in order to comment on the effect the planned development may have on significant historic sites.

War anae TMK: 8-5-003:20 There are no known historic sites within this parcel. Aerial photographs show that this parcel has been cleared and used for agricultural purposes. However, we request that development plans be reviewed by SHPD for this parcel in order to comment on the effect the planned development may have on significant historic sites.

Waranae TMK: 8-6-001:004 There are no known sites along the lower portions of this parcel. The area has been extensively graded in these lower portions of the parcel. Several overhang shelters were seen during an archaeological assessment conducted in 1990 of the area. Although some shelters were checked for evidence of human activities, it is not clear if all shelters were identified. Therefore, we request that development plans be reviewed by SHPD for this parcel in order to comment on the effect the planned development may have on significant historic sites.

Should you have any questions about archaeology, please feel free to call Sara Collins at 692-8026 or Elaine Jourdane at 692-8027. Should you have any questions about burial matters or cultural matters, please feel free to contact Nathan Napoka at 587-0192.

EJ:jen

LINDA LINGLE GOVERNOR OF HAWAII

TO:

Q

,;+ llEeAJUr.'lENT OF LAND AND NATURAL RESOURCES ,_J =t'RelT>nikS; STATE OF HAWAII

,,:,:--'-j,"J r:o~~'cH ON WAT~!: ,~~~~URCE MANAGEMENT -_uZ"""""-->"O"r7Lp+---F"f'7t'"':tN--: -: HONOLULU, HAWAII 96809

IJ-T September 14, 2004

Aquatic Resources Forestry and WildlifelNatural Area Reserve System Historic Preservation State Parks Land Division

PETER T YOUNG CHAIRPERSON

MEREDITH J. CHING CLAYTON W. DELA CRUZ

JAMES A FRAZIER CHIYOME L FUKINO, M.D.

LAWRENCE H. MilKE, MD, J.D. STEPHANIE A WHALEN

YVONNE Y. IZU DEPUTY DIRECTOR

Yvonne Y. lzu, Deputy Directorr A b ~B ~ Commission on Water Resource agement (7 'C - g;o

,:/5 -f ,: ''./7 fl1

SUBJECT: Request for Comments ,~~ ~ ':; -,

Ground Water Reservation Request ,.~.-:J _~!

Waipahu-Waiawa Ground Water Management Area, Oahu ':.) .::.: " < ;."- CoA.) ~

Transmitted for your review and comment is a copy of a request for ground water ~JvatiOnkom the,-:J Department of Hawaiian Homelands. A ground water reservation is covered under the S1m Water Code as follows:

[§174C-49] Conditions for a permit ... (d) The commission, by rule, may reserve water in such locations and quantities and for such seasons

of the year as in its judgment may be necessary. Such reservations shall be subject to periodic review and revision in the light of changed conditions; provided that all presently existing legal uses of water shall be protected

Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to your division only. please respond h)r retllming this cover memo form h)r October

22,2004. Ifwe do not receive your comments by this date, we will assume you have no comments.

If you have any questions, require additional information, or would like to request an extension of the review period for this application, please contact Lenore Nakama at 587-0218.

LYN:ss Attachment( s)

Respons~: J ("1 We have no comments ( ) Comments attached

1 Lf _ .A"'" Contact person: I~ l ~~ Signed: ___________________________________ ___

Phone: 5t31 - O!5 tj .6

Date: ___________ _

-~' o o f

LINDA LINGLE GOVERNOR

ANTHONY J_H_ CHING EXECUTIVE OFFICER

Dr: (''r ,"'. '- \ .

STATE OF HAWAII n l' (,Q(''T I') ~ '..; 1 ;J I c. .... P 3: 03

DEPARTMENT OF BUSINESS, ECONOMIC DEVELOPMENT & TOURISM

LAND USE COMMISSION P,O. Box 2359

Honolulu, Hawaii 96804-2359 Telephone: 808-587-3822

Fax: 808-587-3827

October 19, 2004

TO: Peter T. Young, Chairperson

FROM:

Commission on Water Resource Management partment of Land and Natural Resources

SUBJECT: Groundwater Reservation Request Waipahu-Waiawa Groundwater Management Area, Oahu

C :,~~. ~', ,~ ~: t.' • ''"': J ! .

. '" ,- . , '." ~

We are in receipt of the subject request forwarded by your transmittal dated September 14, 2004. Based on review of the Commission's official maps and records on file at our office, we have determined that the public and private sector lands identified in the accompanying transmittal from Micah A. Kane to you dated August 30, 2004, are designated within the following State land use districts:

TMK (Oahu) State Land Use District 9-1-16: 8 Urban 9-1-16: 76 Urban 9-1-16: 88 Urban 9-1-16: 108 Urban

9-1-17: 71 Urban 9-1-17: 88 Urban

7-1-02: 31-33 Agricultural

4-1-08: 11 Urban/Agricultural

4-1-38: 54 Agricultural

8-5-03: 20 Agricultural

8-6-01: 4 Urban/Conservation

' .

.1

j

o Peter T. Young, Chairperson October 19, 2004 Page 2

o

For your information, TMKs: 9-1-16: 8 & 108 and 9-1-17: 71 & 88 were reclassified from the Agricultural District to the Urban District under LUC Docket No. A99-728IHousing and Community Development Corporation of Hawaii, State of Hawaii, for residential, commercial, public facility, sports complex, and park uses. The reclassification was subject to 27 conditions, including Condition No.2 which addressed the provision of water:

2. Petitioner, its successors, and assigns shall coordinate and/or participate in the funding and construction of adequate water source, storage, and transmission facilities and improvements to accommodate the proposed Project. Water transmission facilities and improvements shall be coordinated and approved by appropriate State and County agencies.

TMK: 9-1-16: 76 & 88 were reclassified from the Agricultural District to the Urban District under LUC Docket No. A88-622IHousing Finance and Development Corporation, State of Hawaii, for residential, commercial, golf course, park, and school uses. Among the 16 conditions imposed on the reclassification was Condition No.3, which related to the provision of water:

3. Petitioner shall coordinate, with the Honolulu Board of Water Supply, Department of Land and Natural Resources, the Ewa Water Development Corporation, adjoining landowners and developers, and/or other Federal, State, or County agencies, measures designed to obtain the required water for the project. In the event that water is not available due to insufficient supply, Petitioner shall fund on an equitable basis, necessary water source, storage, transmission facilities, and filtration system development.

In the most recent annual report on file dated September 22, 2003, Petitioner noted that it executed a tri-party agreement with the Estate of James Campbell and Finance Realty to construct storage and transmission facilities for the potable water supply. Petitioner noted that these improvements consisted of a 4 million gallon storage tank, a transmission main and a booster pump station, which were dedicated to the Board of Water Supply (BWS). In addition, Petitioner stated that it had co-developed a potable source well (Waipahu Wells III) with the BWS and obtained a temporary water use permit from the Commission on Water Resource Management to draw nonpotable water from the Ewa Caprock aquifer for irrigation purposes. As of the date of the report, Petitioner reported that it was negotiating with the BWS to transfer the existing

J

o Peter T. Young, Chairperson October 19, 2004 Page 3

Q

Villages of Kapolei nonpotable water to the BWS for the storage and distribution of reuse water. Petitioner was informed by the BWS that the BWS had sufficient capacity for future developments within the project.

Thank you for the opportunity to comment on the subject request. As requested, we are returning the cover memo for the subject request.

Please feel free to contact Bert Saruwatari of my office at 587-3822 should you require clarification or any further assistance.

Enclosure

------------------------------ -

-LINDA LINGLE

GOVERNOR OF HAWAII

o o LAND USE cm~MISSIOH

STATE OF f-<lWii\11

PETER T. YOUNG CHAIRPERSON


JAMES A. FRAZIER CHIYOME L. FUKINO, M.D.

lUil~ SE? I bAg: O UfAWRENCE H. MilKE. M.D, J.D . STEPHANIE A. WHALEN

TO:

FROM:

SUBJECT:

STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. BOX 621

HONOLULU, HAWAII 96809

September 14, 2004

Honorable Chiyome L. Fukino, M.D., Director Department of Health Attn: Mr. Harold Yee Attn: Mr, William Wong

Mr. Anthony Ching, Executive Officer Land Use Commission

Mr. Clyde W. Namu'o, Administrator Office of Hawaiian Affairs Attn: Mr. Jonathon Scheurer

Mr, Clifford S. Jamile, Manager & Chief Engineer Honolulu Board of Water Supply Attn: Mr. Chester Lao Attn: Mr. Barry Usugawa

Mr. Eric Crispin, Director Department of Planning and Permitting Attn: Planning Division

Peter T. Young, Chairperson Commission on Water Resource

Ground Water Reservation Req Waipahll-Waiawa Grollnd Water Management Area, Dahll


Transmitted for your review and comment is a copy of a request for ground water reservation from the Department of Hawaiian Homelands. A ground water reservation is covered under the State Water Code as follows:

1§174C-49] Conditions for a permit .. , (d)The commission, by rule, may reserve water in such locations and quantities and/or such seasons o/the year as

in its judgment may be necessary. Such reservations shall be subject to periodic review and revision in the light 0/ changed conditions; provided that all presently existing legal uses o/water shall be protected

Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to YOllr djvision only. please respond by returning tbis coyer memo form by October 22, 2004. Ifwe do not receive your comments by this date, we will assume you have no comments.


LYN:ss Attachment(s)

Response:

( ) We have no comments ~omments attached

c_person:~ Signed:~_'

I

Phone: r;87-.38? L

Date: /C//8 ~~

10-0Hfi ~15am From-DOH/Sate Dr~illi Water Branch ...........

8085864351 T-016 P.OOl/005 F-513

LlNDAUNGLe d.~'iRtoiORor.~WAlI RECEIVED

PETER. T. YOUKG

SAFE DRINKING WATER 8~~~E~I~~uZ

SEP 1 7 2004 CHIVOMIO L. I't,lKlNO. M.D.

LAW~NCE H. MilKE, M.D., J.D. STEPHANIE A. WHALEN

STATE OF HAWAII DEPARTMENi OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT

'/VONNE: Y. IZU OEPIIT'rCo~ECTOP

TO:

FROM:

SUBJECT:

P.O.80X621 HONOLULU, HAWAII 96S0S

September 14, 2004

Honorable Chiyome L Fukino, M.D., Director Department of Health Attn: Mr. Harold Yee Arm: Mr. William Wong

Mr. A!Ithony Ching, Executive Officer Land Use COII\IltiSsion

Mr. Clyde W. Namu'o, Administfator Office of Hawaiian Affan-s Attn: Mr. Jonadton Scheurer

Mr. Clifford S. Jamile, Manager & Chief Engineer Honolulu Board of Wcrter Supply AtIll: Mr. Chester Lao Attn: Mr. Barry U sugawa

Mr. Eric Cdspm., Director Department of Planning and Permitting Attn: Planning Division

Peter T. Y DUng, Chailperson Commission on Waxer Resource

Grotmd Water Reservation Waipahu.Waiawa GrOlmd Water Management Area Oahu

Transmitted fOI your review and comment is a copy of a request for groWld Waler reservation from the Department of Hawaiian Homelands. A groLllld water reservation is covered under the State Wa.ter Code as follows:

f§174C-49} CondltionsfoT ape/mIl ... (d) The commission. by rule. 17Uo/ reserve water in such locations and quantilies and for such seasons of the year as

il1 its judgment m(I)1 be necessary. Such rcsarvations shall be subject to periodic rtnliew and revision in rhe lighr of changed conditions; provide.d that all prtl$entfy existing legal uses qfW(1(er shall be protected

Before we initiate rule making proceedings, we would appreciate your review of the attached application for any conunents, conflicts, or inconsistencies with the programs, plans, and objectives :>~ific tn ~OIlI dbdsjon only, Please respc!ud by returning tbis coyer memo form h)' October 22.2004. If we do not receive your comments by this date, we will assume you have no comments.

If you have any questions, require additional infonnation, or would like to request an extension of the review period for this application, please contact Lenore Nakama at S87-0218.

LYN:ss Attacbment(s)

Response:

( ) We have no comments ~ CommooI> __ ~

eon-_ )5rtkij Signed: !JU

Phone: _..::;.!Y..:;.&6:.,.---,4-l:.-'9,.;.,$ __ _

Date: S[p ::., 2Qa!

OCT-01-2004 10:40RM FR><: 8085854351 ID:DLNR CWRM PRGE: 002 R =97~;

IO-OH~ -""':15am From-DOH/Safe Dr .. 'J,I,~inl Water 8ranl:h

'''' 8085864351 o T-016 P.003/005 F-513

The Department of Health, Safe Drinking Water Branch has the following additional comments for the attached Ground Water Reservation Request:

The Departn1ent of Health, Safe Drinking Water Branch recommend these subdivisions connect to an approved public water system, however, ifthere is no existing water system available, any new water system developed must meet the requirements of the Hawaii Administrative Rules, Title 11, Chapter 20, "Potable Water Systems". Should you have any questions please contact the Safe Drinking Water Branch at 586-4258.

10/1/04

OCT-01-2004 10:40RM FRX:8085864351 IO:OLNP CWPM PRGE:003 P=97%


SUBJECT:

o RECEIVED

LAND DIVISION

lOO~ SEP 15 A 10: 511

o

STATE OF HAWAII ~ . : :,' OE,I!.ARTMENT OF LAND AND NATURAL RESOURCES

,~MI~ ON WATER RESOURCE MANAGEMENT - • ;, I' P.O. BOX 621


September 14, 2004


Yvonne Y. Izu, Deputy Director~ A b Commission on Water Resource ",~ement '71"( -Request for Comments Ground Water Reservation Request Waipahn-Waiawa (}rmmd Water Management Area, Dahl!



JAMES A FRAZIER CHIYOME L FUKINO, M.D.

LAWRENCE H. MilKE, M.D., J.D. STEPHANIE A WHALEN



1§174C-49j Conditions for a permit ... (d) The commission, by rule, may reserve water in such locations and quantities andfor such seasons


Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to yom division only. please respond by retllrning this coyer memo form by October

22, 2004. If we do not receive your comments by this date, we will assume you have no comments.

If you have any questions, require additional information, or would like to request an exte!§ion of the review period for this application, please contact Lenore Nakama at 587-0~;b ..r-

r ~~ ~


Response: -0 ..c.

. .. ., '1

( I('We have no comments ( ) Comments attached

,:J

Contact person: ~ "'TEl/I!? ~ Signed: .f~ ~G,

;M.

~~~ i-= Phone: 7:'6¢¢7

-------------------Date: ~h7~~

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


TO:

FROM:

SUBJECT:

o o RECEIVED

TATE PARKS DIV

SEP 15 All :37

STATE OF HAWAII DEPARTMENT OF LAND AND NATUR.Qffi2lfOA'frA ND.J..

COMMISSION ON WAT;:: B~;:~APIJ~~!"~9tJf~ffEE ,': HONOLULU, HAWAII 96809

September 14, 2004

Aquatic Resources Forestry and WildlifeINatural Area Reserve System Historic Preservation State, farks Land Division

Yvonne Y. Izu, Deputy Director~ A b Commission on Water Resource ",~emmt '71' 'C -

Request for Comments Ground Water Reservation Request Waipahll-Waiawa C'TTound Water Management Area, Oahu



JAMES A, FRAZIER CHIYOME L, FUKINO, M.D.

LAWRENCE H. MilKE, M.D., J.D. STEPHANIE A. WHALEN

YVONNE Y. IZU DEPUTY DfRECTOR

flWPOST/STAFF RM m:COMMENTS & REC

DRAFT REPLY -FILE -FOLLOW UP -INFO -RUN COPIES -RUSH DUE ----SEE ME . FAX/SENDCOPYTO_


1§174C-49] Conditions for a permit ... (d)The commission, by rule, may reserve water in such locations and quantities andfor such seasons


Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to yom division only, please respond by retllrning tbis coyer memo form Iv October

22, 2004. If we do not receive your comments by this date, we will assume you have no comments.



Response:/ (I) We have no comments ( ) Comments attached

Contact person: =;!::::?4AI\bJ·:s;. &", ~'h

Signed:~~ ~

Date:

- _.,.. ~ .. t"ii

~ . ..r::..

. ." "Til

.1

--------------------

e SEP 1 7 2004

~ LINDA LINGLE GOVERNOR OF HAWAII

TO:

FROM:

SUBJECT:


COMMISSION ON WATER RESOURCE MANAGEMENT P.O, BOX 621


September 14, 2004

Honorable Chiyome L. Fukino, M,D" Director Department of Health Attn: Mr, Harold Yee Attn: Mr, William Wong

Mr, Anthony Ching, Executive Officer Land Use Commission

Mr, Clyde W, Namu'o, Administrator Office of Hawaiian Affairs Attn: Mr, Jonathon Scheurer

Mr, Clifford S. Jamile, Manager & Chief Engineer Honolulu Board of Water Supply Attn: Mr. Chester Lao Attn: Mr. Barry Usugawa



Ground Water Reservation Req Waipahu-Waiawa Ground Water Management Area, Dahl!



JAMES A. FRAZIER CHIYOME L. FUKINO, M.D

LAWRENCE H. MilKE, M.D , J.D STEPHANIE A. WHALEN

YVONNEY IZU DEPUTY DIRECTOR


{§174C-49J Conditions/or a permit ... (d)The commission, by rule, may reserve water in such locations and quantities andfor such seasons of the year as

in its judgment may be necessary. Such reservations shall be subject to periodic review and revision in the light of changed conditions; provided that all presently existing legal uses of water shall be protected.

Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to yom division only. please respond by returning tbis coyer memo form by October 22, 2004. Ifwe do not receive your comments by this date, we will assume you have no comments.

If you have any questions, require additional information, or would like to request an extension of the review period for this application, please contact Lenore Nakama at 587-0218. ~

CIl '" Mi'\

=-----------------------------------------------------------------~·~-.1~.~~·.!~1----~::_~'4&---~,~,' Response: , . , ,,;> ,


~ We have no comments ~ Comments attached

C~tactperson /A vi ~~.l~.~ .. ,.

SIgned: ct'ni ~~-___ _

-;.,~ "f.'"' ··I~- ,.. .~.,.

Phone:

Date:

o o

LINDA LINGLE OOVERHOR OF '""'WAIl

TO:

FROM:

SUBJECT:

o o




September 14, 2004

Honorable Micah A. Kane, Chairman Department of Hawaiian Home Lands

Yvonne Y. Izu, Deputy Director~..-z.~ Commission on Water Resource -UgemeIrt "0""'("'" Request for Water Reservation Waipahu-Waiawa Ground-Water Management Area, Oahu

PETER T. YOUNG



LAWRENCE H. MilKE. M.D .. J.D. STEPHANIE A. WHALEN

YVONNE Y. IZU DEPUTY tNRECTOA

dhhl reservation w-waiawa.doc

We acknowledge receipt, on March 16, 2004 of your request for a water reservation from the Waipahu-Waiawa Aquifer System and your September 1, 2004 submittal of additional information to support the request.

The State Water Code requires that water reservations be established by rule. Before we initiate rule-making procedures, we are circulating your request for review and comment by state and county agencies having jurisdiction over land or water issues.

If you have any questions, please contact Lenore Y. Nakama at 587-0218.

LYN:ss

LINDA LINGLE GOV£RNOR OF HAWAII

TO:

FROM:

SUBJECT:

o o




September 14, 2004


Yvonne Y. Izu, Deputy Director~ A b Commission on Water Resource 7J"'f,ernent ''r'(-Request for Comments Ground Water Reservation Request Waipahu-Waiawa C'TTound Water Management Area, Oahu

PETER 1. YOUNG CHAIRPERSON

MEREDITH J. CHING CLAYTON W. DELACRUZ

JAMES A. FRAZIER CHIYOME L FUKINO, M.D.

LAWRENCE H. MilKE, M.D" J.D. STEPHANIE A. WHALEN



[§174C-49] Conditions for a permit ... (d) The commission, by rule, may reserve water in such locations and quantities andfor such seasons


Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to yOIl[ division only. please reSpond hf retllming this coyer memo form hr October

22, 2004 If we do not receive your comments by this date, we will assume you have no comments.



Response: ( ) We have no comments ( ) Comments attached

Contact person: _________________ _

Signed: _________________ _

Phone: ----------Dme: _________ __

LINDA LINGLE OOVERNOR OF HAWAN

TO:

FROM:

SUBJECT:

o




September 14,2004

Honorable Chiyome L. Fukino, M.D., Director Department of Health Attn: Mr. HaroldYee Attn: Mr. William Wong

Mr. Anthony Ching, Executive Officer Land Use Commission

Mr. Clyde W. Namu'o, Administrator Office of Hawaiian Affairs Attn: Mr. Jonathon Scheurer

Mr. Clifford S. Jamile, Manager & Chief Engineer Honolulu Board of Water Supply Attn: Mr. Chester Lao Attn: Mr. Barry Usugawa



Ground Water Reservation Req Waipahu-Waiawa GrO!Jnd Water Management Area, Oahu





YVONNEY IZU DEPUTY otRECTOR


1§174C-49] Conditions for a permit . .. , (d)The commission, by rule, may reserve water in such locations and quantities andfor such seasons of the year as

in its judgment may be necessary. Such reservations shall be subject to periodic review and revision in the light of changed conditions; provided that all presently existing legal uses of water shall be protected

Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with the programs, plans, and objectives specific to your diyision only. please respond by retllming this coyer memo form by October 22, 2004. Ifwe do not receive your comments by this date, we will assume you have no comments.



Response:

( ) We have no comments ( ) Comments attached

Contact person: _________________ _

Signed: __________________ _

Phone: _________ _

Date:

LINDA LINGLE GOVERNOR Of HAWAII

o o









September 14, 2004

Honorable Jeremy Harris, Mayor City & County of Honolulu City Hall Honolulu, HI 96813

Dear Mayor Harris:

Notice of Request for Ground Water ReserVation Waipabu-Waiawa ("'ywund Water Management Area, Oabu


[§174C-49j Conditions for a permit ... (d)The commission, by rule, may reserve water in such locations and quantities andfor such seasons


Before we initiate rule making proceedings, we would appreciate your review of the attached application for any comments, conflicts, or inconsistencies with City programs, plans, and objectives. Please respond by retllming tbis coyer memo form by October 22, 2004. Ifwe do not receive your comments by this date, we will assume you have no comments. To expedite review, we have forwarded a copy of the subject request directly to the Department of Planning and Permitting and the Board of Water Supply.


Sincerely,

LYN:ss Enclosure


STATE OF HAWAD

o o

STATE OF HAWA~~ SEP I DEPARTMENT OF HAWAIIAN HOME LANDS

P.O. BOX 1879

HONOLULU. HAWAII 96805 ':" ,'.1

August 30, 2004

': ~

MICAH A. KANE CHAIRMAN

HAWAIIAN HOMES COMMISSION

BEN HENDERSON DEPUTY TO THE CHAIRMAN

KAULANA H. PARK EXECUTIVE ASSISTANT

To: Peter T. Young, Chairman Commission on Water Resource Management

From: Micah A. Kane, Chairman Department of Hawaiian Home Lands

Subject: Request For Water Reservation Waipahu-Waiawa Groundwater Management Area, Oahu

Thank you for your letter dated May 20, 2004 requesting more information on the Department of Hawaiian Home Lands' (DHHL) request to increase the amount of our water reservation in the subject aquifer.

As stated in DHHL's Strategic Plan 2003-2008, it is our goal, that within five years, provide every qualified native Hawaiian beneficiary on the waiting list an opportunity to homeownership or land stewardship on homestead lands. According to DHHL's homestead area and islandwide applications waiting list monthly report for the month ending June 30, 2004, there are almost 7,600 people on the Oahu residential waiting list. Consequently, our water demand proj ections were prepared using the number of individuals on the waiting list, rather than project-specific end uses as previously determined.

To assist meeting our development goals, DHHL will offer the following lease dispositions to all applicants:

1. Award various unimproved lots wi th undivided interest on a pilot, case-by-case basis;

2. Award undeveloped rural homestead lots;

3. Award improved vacant homestead lots to applicants using current and acquired State lands;

o

< .. o Peter T. Young, Chairman August 30, 2004 Page 2

o

4. Provide turnkey homes via the acquisition of readily available parcels from the public and private sector for the development of housing; and,

5 . Acquire existing housing stock from private sector for housing development to beneficiaries on the waiting list.

the public and and award them

approved lands to are the

88; 7-

On July 20, 2004, the Hawaiian Homes Commission the purchase of additional public and private sector further our development goals. The new Oahu lands following TMK parcels: 9-1-16:8, 76, 88, 108; 9-1-17:71, 1-02:31-33; 4-1-08:11; 4-1-38:54; 8-5-03:20; 8-6-01:4.

DHHL holds existing water reservations in (1) WaipahuWaiawa Groundwater Management Area in the amount of 1.358 mgd; and, (2) Waimanalo Groundwater Management Area in the amount of 0.124 mgd. Using the standard of 500 gpd per household, the 7,600 applicants would require approximately 3.8 mgd of water. Deducting our existing reserved amounts, DHHL respectfully requests an additional 2.318 mgd of water reserved in the subj ect ground water management area to provide water for our current and foreseeable needs pursuant to Section 221 of the Hawaiian Homes Commission Act, 1920 as amended.

DHHL looks forward to working with the CWRM to begin a process of adding to DHHL's reserved water rights to ensure that water is available as our lands are developed. If you have any questions, please call Rebecca Alakai at 587-6423.


STATE OF HAWAII

To:

From:

o o

p 2: 07 STATE OF HAWAII

DEPARTMENT OFHA~~¥OMEJ~~_ P.o. B~~:879 . ~ "; ',~: ..


March 10, 2004

Ernest Lau, Deputy Director Commission on Water Resource Management

Micah A. Kane, Chairman Department of Hawaiian Home Lands

Subject: Request For Water Reservation



BEN HENDERSON DEPIITY TO TIlE CHAIRMAN

KAULANA IL PARK EXECUTIVE ASSISTANT

Waipahu-Waiawa Groundwater Management Area, Oahu

Transmitted for your review is the Department of Hawaiian Home Lands' (DHHL) request for a water reservation in the WaipahuWaiawa Groundwater Management Area, Oahu. In order to service our current and foreseeable water needs pursuant to Section 221, Hawaiian Homes Commission Act, the amount of the request is 5.85 million gallons per day (mgd).

Previously, on May 29, 1997, the Department of Hawaiian Home Lands requested a water reservation in the amount of 2.3 mgd for our foreseeable needs on Oahu. The request was put on hold until other unrelated issues could be resolved in the Pearl Harbor Aquifer. Please amend that request by this transmittal.

The Department's mission is to manage the Hawaiian Home Lands trust effectively and to develop and deliver lands to native Hawaiians. To accomplish that mission, DHHL is acquiring new land on Oahu due to military base closings and other land transfers. As part of the land settlement, DHHL will acquire 200 acres from the Department of Land and Natural Resource. The development of DHHL lands in Kapolei would include about 600 residential homesteads, and some commercial and community facili ty uses to service the new subdivisions. The first phase of development in East Kapolei is planned for occupancy in 2006 and buildout is expected in approximately eight to ten years. These uses have been described as part of the East Kapolei Master Plan.

-' o Ernest Lau, Deputy Director March 10, 2004 Page 2

o

Further, our strategic plan anticipates issuing a residential and agricultural leases to all individuals on the applications waiting list. In 1997, there were about 7,100 individuals on our Oahu waiting list for residential and agricultural leases. Today, there are almost 9,700 on the waiting list for homestead land. The 5.85 mgd reservation request will provide water for homesteaders on our wai t:i,.ng list and our commercial property developments to fund future developments.

Thank you for your continued assistance and support of our efforts. If you have any questions, please call me at 586-3801 or have your staff call Rebecca Alakai at 587-6423.

Calendar Entry

Meeting

I Subject IIDHHL Reservation

Starts IFri 07109/2004 I 09:00AM 1 hour I When Ends IFri 07109/2004 I 10:00 AM

I o Specify a ~,itrerent time zone

Invl~d, l1i~,foifowrnginvit~~s, have been invited

Invitees ReqUi~(i(to) Dean A NakanolDLNRIStateHiUS@StateHiUS, Lenore Y

",'" NakamalDLNRlStateHiUS@StateHiUS, Roy

I Scheduler < ••• < , . ")'

1:[it,.lcuckt§,jeelnVitee status'

I Description

Agenda

II

o o Notify me ~pencilln I

Chair

Where

I Categorize

IDLNR_CWRM/DLNRIStateHiUS

Sent By

I Location

Reserved

II

!Roy Har dy

ICWRM Conference

s or resourc No room reserved

1. Discuss direction to take regarding DHHL reservation request. Our current approach was since DHHL is exempt from zoning requirements, land use and location is not the same as for other applicants (at least that was what happened with previous reservations) and that we should at least tie justifications for reservations in with some portion of the HWP. Minutes from mtg we had with them in June is as follows:

Minutes from 6117/04 mtg with DHHL:

Lenore, Roy, Rebecca Alakai

DHHL to submit draft letter for CWRM review clarifying reservation request: -based on 7600 residential lots @ 500 gpdllot -2300 1-ac ag lots @ 2000 gpdllot -new request supersedes pending request and current reservation -new request will be for 7.0 mgd -"foreseeable future needs" = waiting list -SWPP projects to be updated to 8/04 & supplemented with waiting list approach.

CWRM agreed that no need maps.

o • RoylEd,

A couple of notes:

• Ernie had asked us to check wILand Division to see if the deeds for the transfer of state land included a water commitment. I verified with Barry Cheung that L.D. has not written any deeds out as yet. DOT must first commit to North-South Road before they will write the deeds. According to Barry, L.D. deeds will not be committing or even mentioning water.

• I talked to Rebecca Alakai of DHHL who prepared this request. I think they're going to justify their request based on a per capita estimation of water needs, applied to the total number of people currently on their waiting list. The way we've been requiring justification is by project end use (eg Table 1 info). Rebecca said that there will be more land swaps and transfers, so they were reluctant to use the end use justification (because TMK data & maps will become outdated once the swaps occur). I guess it's OK if DHHL wants to project their demands some other way? VAIl,::.. P4Dpk..

fer"'''''

• Usually we require maps (TMK & USGS topos) so we can analyze double- o. ~. counting if, for example, BWS would also come in later with a big tM- ~ , municipal reservation request. But, if that happens, maybe we can just ~ ..... t'.,.-t identify the DHHL lands and remove that from BWS' request? (unless BWS also uses per capita demand method for projections, then I don't know how we'll figure out if there is double-counting), Wh.at dp YQU think? :\.i ~\H(c..- ~~ - '--'-~ 'C!IW'i ~ ~ Go ,,"">'oOf/~ ~ ,£)(:.. • / u"!

• Yvonne had mentioned that this decision which elevated reservations to a public trust purpose, makes it even more important for CWRM to get good justification for the requested amount. So, I lifted some language from the Supreme Court's decision in the Waiola 0 Molokai CCH appeal.

(~'J • Should we put this on the monthly bulletin? ' y~ J ~ ~ ~ -+4--<- o...lr4.

Jll\~ ~.


o o



HONOLULU. HAWAII 96809

May 20,2004


MEREOITH J. CHING CLAYTON W. OELA CRUZ

JAMES A. FRAZIER CHIYOME L. FUKINO. M.D.

STEPHANIE A. WHALEN

YVONNE Y.IZU DEPUTY OIReCTOR

Ref:DHHL Reservation Request

TO:

FROM:

SUBJECT:

Honorable Micah A. Kane, Chairman Department of Hawaiian Home Lands ~

Yvonne Y. Izu, Deputy Direct~ Commission on Water ResoUr~anagement

Request for Water Reservation Waipahu-Waiawa Ground-Water Management Area, Oahu

This is in response to your March 10, 2004 memorandum, requesting a water reservation in the amount of 5.85 million gallons per day (mgd) in the Waipahu-Waiawa Ground-Water Management Area. We understand this request amends th~ May 29, 1997 water reservation request for 2.303 mgd, and we will update our records accordingly.

While we recognize Department of Hawaiian Home Lands (DHHL) priority water rights under the Hawaiian Homes Commission Act, the Hawaii Constitution, and the State Water Code, the Commission bears a public trust responsibility to protect the continued availability of water resources in balancing the competing interests for water and a duty to obtain maximum beneficial uses of the waters of the state. Recognizing that the recent Supreme Court decision in the Wai'ola 0 Moloka'icontested case hearing elevated DHHL's water reservations to the level of a public trust purpose, we request that you provide additional information for the requested quantity to be reserved.

Please find attached Table 1, which you may use to calculate the projected water demand based on project-specific end uses. If your water demand projections were made using a different forecasting method, please explain in sufficient detail your forecasting method. Please also provide both TMK maps and USGS maps (scale 1 "=2000') showing the DHHL lands associated with this request.

Our records show that DHHL currently holds a water reservation in the Waipahu-Waiawa Ground-Water Management Area for 1.358 mgd. Please explain how the subject reservation request relates to this existing water reservation.

If you have any questions, please contact Lenore Nakama at 587-0218.

LN:ss Attachment

TABLE 1. TMKs TO USE REQUESTED WATER

UNITS GPOIUNIT ULTIMATE POTABLE DEMAND PROJECT NAME & PHASES (Include add_If applicable) or TMK or or GPD(TO Identify project no~ on TMK map

NONPOTABLE NET ACRES GPO/ACRE BUILDOun

1.

2.

3.

4. o 5.

6.

7.

8.

9.

10.

11.

12.

o *GPD = Gallons per day


STATE OF HAWAII

To:

From:

o o

16 p2:0 7 STATE OF HAWAII

DEPARTMENT OF HA~t,I~~~~ME1I'~:_ P.o. BW? :!879 ji.;:· ,,,:.


March 10, 2004

Ernest Lau, Deputy Director Commission on Water Resource Management

Micah A. Kane, Chairman Department of Hawaiian Home Lands

Subject: Request For Water Reservation



BEN HENDERSON DEPUTY TO THE CHAIRMAN

KAULANA H. PARK EXECUTIVE ASSISTANT

Waipahu-Waiawa Groundwater Management Area, Oahu

Transmitted for your review is the Department of Hawaiian Home Lands' (DHHL) request for a water reservation in the WaipahuWaiawa Groundwater Management Area, Oahu. In order to service our current and foreseeable water needs pursuant to Section 221, Hawaiian Homes Commission Act, the amount of the request is 5.85 million gallons per day (mgd).

Previously, on May 29, 1997, the Department of Hawaiian Home Lands requested a water reservation in the amount of 2.3 mgd for our foreseeable needs on Oahu. The request was put on hold until other unrelated issues could be resolved in the Pearl Harbor Aquifer. Please amend that request by this transmittal.

The Department's mission is to manage the Hawaiian Home Lands trust effectively and to develop and deliver lands to native Hawaiians. To accomplish that mission, DHHL is acquiring new land on Oahu due to military base closings and other land transfers. As part of the land settlement, DHHL will acquire 200 acres from the Department of Land and Natural Resource. The development of DHHL lands ln Kapolei would include about 600 residential homesteads, and some commercial and community facili ty uses to service the new subdivisions. The first phase of development in East Kapolei is planned for occupancy in 2006 and buildout is expected in approximately eight to ten years. These uses have been described as part of the East Kapolei Master Plan.

.--' o Ernest Lau, Deputy Director March 10, 2004 Page 2

o

Further, our strategic plan anticipates issuing a residential and agricultural leases to all individuals on the applications waiting list. In 1997, there were about 7,100 individuals on our Oahu waiting list for residential and agricultural leases. Today, there are almost 9,700 on the waiting list for homestead land. The 5.85 mgd reservation request will provide water for homesteaders on our waiting list and our commercial property developments to fund future developments.

Thank you for your continued assistance and support of our efforts. If you have any questions, please call me at 586-3801 or have your staff call Rebecca Alakai at 587-6423.

o

B~AMlN J. CAYETANO GbveRHOR OF HAWAII

Q



HONOLUlU, HAWAII 96809

JlJl 15 1997

Honorable Kali K. Watson, Chairman Department of Hawaiian Home Lands P.O. Box 1879 Honolulu, HI 96805

Dear Mr. Watson:

Petition to Amend Administrative Rule 13-171-62 Petition for Additional Water Reservation. Waipahu-Waiawa Aquifer System

MICHAEL 0 WIlSON ctWRPUIS(l'4

ROBERT G. GIRALI) DAVID A. NOBRIGA

LAWRENCE H. MilKE RICHARD H. COX

HERBERT M. RICHARDS, JR.

RAE M. LOUI, P.E. DEPIJTY

We acknowledge receipt, on December 9, 1996 and May 30, 1997, of your completed petitions to amend Administrative Rule 13-171-62 and to reserve additional ground water from the Waipahu-Waiawa Aquifer System, respectively.

We are planning to hold a joint public hearing on the petitions. However, we are in the process of re-evaluating the sustainable yield for the Waipahu-Waiawa Aquifer System, which is expected to be reduced due to the loss of return irrigation recharge from sugarcane agriculture. Commission on Water Resource Management (Commission) action on your petitions will be scheduled after the Commission has made a decision on the sustainable yield.

LN:ss


Sincerely,

RAE M. LOUI Deputy Director

BENJAMIN J. CAYETANO GOVERNQR

STATE OF HAWAII

o KALI WATSON

CHAIRMAN HAWAIIAN HOMES COMMISSION

STATE OF HAWAII

f"- -:. ~ t ~ ", I ", f'\ .;; t i·f~;~-\ j U A II · tJ'6IE M. K. M. YAMAGUCHI

~EPUTY TO THE CHAIRMAN

May 29, 1997

DEPARTMENT OF HAWAIIAN HOME LANDS P.o. BOX 1879

HONOLULU, HAWAII 9680S

To: Rae M. Loui, Deputy Director Commission on Water Resource Management Department of Land and Natural Resources

Attn: Lenore Nakama

From: Kali Watson, Chairman~u) Hawaiian Homes Commission

Subject: REQUEST FOR WATER RESERVATION WAIPAHU-WAIAWA GROUND WATER MANAGEMENT AREA, OAHU

I am writing in response to your letter of December 9, 1996, requesting additional information on our request for a water reservation from the Waipahu-Waiawa Ground Water Management Area on Oahu.

As requested, the following information is enclosed for your use and action:

(1) A project list distinguishing those projects covered by the existing water reservation from new projects requesting the additional water reservation; and

(2) TMK numbers and maps for each project.

DHHL will submit its petition shortly to amend Rule 13-171-62 by reducing the current water reservation in Waimanalo by 0.027 mgd pursuant to DHHL's water use permit request for its Waimanalo Residence Lots, unit 9 subdivision.

Thank you for your continued assistance and support efforts. If you have any questions, please call 586-3800 or have your staff call Darrell Yagodich Planning Office at 5.aS 3846.

Enclosures

of our me at

of our

\ !

' .. ~'

'\

"

DEPARTMENT OF HAWAIIAN HOME LANDS

REQUEST FOR WATER RESERVATIONS

WAIPAHU-WAIAWA GROUND WATER MANAGEMENTAREA,OAHU

PREPARED FOR:

COMMISSION ON WATER RESOURCE MANAGEMENT STATE OF HAWAII

MAY 29,1997

PAGE 1 OF 3 5/29/97--DEPARTMENT OF HAWAIIAN HOME LANDS •

REQUEST FOR WATER RESERVATION .,. 41

WAIPAHU-WAIAWA GROUND WATER MANAGEMENT AREA, OAHU

EXISTING POTABLE UNITS GPD/UNIT **** 20 YEAR PROJECTED DEMAND **** DISTRICT/PROJECT OR OR NON- DHHL OR OR YEAR 5 YEAR 10 YEAR 15 YEAR 20 TOTAL

TMK NO, NEW USE POTABLE LAND USE ACRES GPD/ACRE 2001 2006 2011 2016 GPD

WAIANAE DISTRICT

* Freitas Dairy New Potable Residential 250 u 640 xx xx 160,000 8-5-04:01

* Camp Andrews New Potable Residential 15 a 120 ga1/ xx 78,40() 8-9-02:01 pore Commercial 1000 sf

Voice of America New Potable Residential 500 u 640 xx xx 320,000 8-7-10:07

Upper Nanakuli New Potable Residential 850 u 640 xx 544,000 8-9-08:03 pore

* Agena/Pine New Potable Residential 55 u 640 xx 35,200 8-6-01:01 por.,

51, 52

* Puu Mailiili New Potable Residential 100 u 640 xx 64,000 8-6-01:24, 25, Low Rise

26, 27, 28

* Carlos Dairy New Potable Agriculture 8 a 2,000 xx 16,1,) 8-5-04:52, 59, 107

* Mailiili Road New Potable Residential 30 u 640 xx 19,200 8-6-01:01 pore

* Princess Kahanu Existing Potable Residential 271 u 640 xx 173,440 8-7-07:4 Preschool 80 60 ga1/ xx 4,800 8-7-33:14 student NEW 8-7-42, 8-7-43 Waianae Subtotal (1.415.048)

4203L " PAGE 2 OF 3 5/29/97

~ ,.

EXISTING POTABLE UNITS GPD/UNIT **** 20 YEAR PROJECTED DEMAND **** DISTRICT/PROJECT OR OR NON- DHBL OR OR YEAR 5 YEAR 10 YEAR 15 YEAR 20 TOTAL

TMK NO. NEW USE POTABLE LAND USE ACRES GPD/ACRE 2001 2006 2011 2016 GPD

EWA DISTRICT

* East Kapolei New Potable Residential 1400 u 640 xx xx xx 896,000 9-1-16:25 port 9-1-17:04 port

* Barbers Point New Potable Residential 300 u 640 xx xx 192,OOP 9-1-13:01 por., 09 Residential 12 a 2500 xx xx 30,00

Commercial 3 a 3000 xx 9,000 Comm/Indus 30 a 3000 xx xx xx 90,000 Light Indus 87 a 3000 xx xx xx xx 261,000 Comm/Rec 291 a 3000 xx xx xx xx 873,000 Public Fac 11a 4000 xx xx 44,000

1,499,000

Ewa Subtotal (2.395.000)

HONOLULU DISTRICT

* Prospect Street New Potable Residential 240 u 400 xx 96,000 2-2-05:05 port Low Rise

* Ka1awahine New Potable Residential 72 u 500 xx 36'0 2-4-34:08 port , 09

* Mooreira New Potable Residential 23 u 500 xx 11,500 2-2-53:07

Moiliili New Potable Residential 200 u 300 xx 60,000 2-7-08:18, 20 High Rise

Kapa1ama New Potable Residential 200 u 300 xx 60,000 1-5-20:06 High Rise

Honolulu Subtotal ( 26~1~00)

4203L PAGE 3 OF 3

EXISTING DISTRICT/PROJECT OR

TMK NO, NEW USE

KOOLAUPOKO DISTRICT

* Unit 9 New 4-1-08:03 por. 4-1-37:68, 69

* Soukasen New 4-1-08:11 4-1-23:65

* Kupuna Housing New 4-1-19:32 pore

POTABLE UNITS GPD/UNIT **** 20 YEAR PROJECTED DEMAND **** OR NON- DHHL OR OR YEAR 5 YEAR 10 YEAR 15 YEAR 20 POTABLE LAND USE ACRES GPD/ACRE 2001 2006 2011 2016

Potable Residential 53 u 500 xx

Potable Residential 50 u 500 xx

Potable Residential 66 u 400 xx Low Rise

Koo1aupoko Subtotal

4,151,448 gpd 1,848,000 gpd 2,303,448 gpd

SUMMARY

DHHL Foreseeable Needs *LESS: Existing Water Reservations

Balance Needs

NOTE: Water needs for projects identified with an asterik [*1 are covered in whole or in part by existing water reservations

OAHU TOTAL

-

" 5/29/97 ...

TOTAL GPD

26,500

25,00P

26,400

( 77,900)

4 1151 1448

o

\ o

DEPARTMENT OF HAW AllAN HOME LANDS

TAX MAP KEY MAPS

WAIANAE DISTRICT

'I I!.I".)

Jl

;;';'; I

.• ",,' ..... I~..- ~ ... ~ ,Me ("c:.,. Z''"JJ.~;."",, V-

I ( ..•. : •. ',-; .. ,1.S0

1..

Fr~ltaa Dairy 8-5-04: 1

New

• ,oO UtI"",. .. ~",./~ ... A.,-";

.v.N.~. O.~ • ..... "SJ ............ G7.'G .... I.,

I'

~: ..

Potable Residential 250 u 640

u"r., :!'-.:.~:; ;";';':.:': co., -:;:'.:./.7~ H

~.'i"' •• n... .. , ... t'w,:l .... 114 r. J/, (jf .. .,. .... • 'I "-.""',r. k.j . .-.' .. ..t. ... 4~. 0 .... ,. 1. W~/ .. ,#",.c .'r,C''';C ,. '''f''#u . ......... • ,~-•• "M~_ 'vC ,A'$

U "'-y" •• "'.Y~'" ~U~~ .. .,.. , ,.,-rAa

.~·""'·9 .... ·-·

8' .. ····· .......... / -u ;::.~.'.;:;.~.:: I • / .... _. c.-'. ,: ,._~... •••• .' s.Ir ._ .......... _.

;If ' .. (, '.' . I

';':'7'" ...... Sl ''' .. ,...1 .... '''''.,'''< -" ••.• .-.. , If' :"

'''. U .K:_,,;.~,.. .. ..tC,· ... e ~_.A (' cln"Y" .9 ... io' ...... ,&v,r; •• ~~ -.

'K'lIrID .. _ ..... _. ___ _

I I

·U

L ., .... '". .'

I .'

I :,~:: ...

, . \ .... t··-It'· .•..• .. ~ .... ..... II

: :'

I . ~~: r;'.

.. ' . . ' '.

... _ ..• _ .. :. ~

.~--:' . .

t ~~ .....

I'

c:

2180

... o ~ •

NANAKVLI fJ,4NII.

Camp Andrews 8-9-02~pl

llilL 14.,...,....,..,..:~,.--...,..11ii (13, 57 ac,)

New Potable Residential Commercial'

15 a 120 gall 1000 sf

/~\ .:::::

". ~ .fI •.• '. : ,. .. . , .. . • III!: ... .. ... " . ,

o o

.. ,c . .~

~ :: ff

J,...-..-.......,..,.~,,.

,: ......

12 k'IIIStlr I"ount:l.;,." I/..,II/, ~ -.......

MAIL!

Voice of America 8-7-10: 7

New

U~4I"h. ,.,,_7.,r."'.)

Potable

<:.

-~ \.

Residential 500 u 640 I , '1." •• 1 I. ! ·.,;"r.

. :

I I

..... . I I " I I

1'-, / I "

\

I ,/-, I I ' ......

I I I.

I

.'

,

, WAMNAt: OAHlJ.

€.",r -.' '" :' .. ·.,.i···· ;

Upper NanakUli 8-9-08:p3

o

New Potable Residential

.. ,. .... .". N.",./i (N",.,., ... N ..... ,.".; ) •. . , .. -.... , tnv~ ........... ',."l ....

,.. .... NN" ,#.

SUBJECT TO CHANGE

850 u 640

MAPS BUREAU TERRITORY OI'HAWAII

'11I,I1D

~ I

"

"

.. ..

-:to

o o

,.

-~----

~~ • ,;

CO. I l~I i • 1I • t"~ J ,I): t ~~5 .... · i'~U i :.If

~ lOt

4IM/";~

IIU en z

\ . ~

• t I ~ .. a

2 • l

~ • ~ .... ~

o oCt \C

N Lr)

=

" . ' ,I"

'"

<. '\

--. CI .

.. " ... '" '16

• ,: l .' ~ l III • -:A J

ij~

I ~.h .:, ... ijU :. ..... .t ;J ...

$;~'-~Xu

tILl en :z

, . ~

j ; ~ a

2 ,

i " ~ ... :;.

\ G)

-'I"~ "'.~ "~\ . _.

l~ , · • , • ..

.0 ).

',' . ~ 1" .:: , . . :

.~ ,

• ~ · .. .-. oi •

,,-

•

~~

. .J

~

1 , . .... ..

.. ~

, ....

"C 1:1< bO

0 0 '0 .. N

~ = Qj ~ ~

01..1 .-l ~ CJ

'1"1 ~ : Qj

.-l

~ 01..1

£

...... o ....

::£1"

....

....

. o . ... III

'" ~

... " .. ..

<to

~o ,. / f

o~ (

o

~",£ ... _ .. ~,..r __ -.,. lfA_

..

, , J t I I

lilt

."~ .. ,, 4,,"" :M:U

~ ~

j • I ~ ?

2 l

~ ~

j .... 81;

I ••

'.

':.

11/ .-I

1 ., £

~

• "d ~ I'd 0

~ Q.

.-4 '1"10 .-I .. '1"1.-4 '1"10 .-I I 'I"I\C

icb

---

.~ . 'J!

Princess icahanu Exist-ing H-7-07: 4; 8-7-33:14 (NEW 8-7-42, 8-7-43)

---- - -----.. -_ ... Potable Residential

Preschool

._~::..= __ \ _______ .. ___ 0 • __

271 u 80

640 60 gall student

.. 1"'11 .............. _._ .... _ ...... __

"'~

~;::!'" , ••• .;.., -;

1 ~- .:t.-, .. ~ ........ ~

t .. ~

~ ,

,.

\;'V,/

DEPARTMENT OF HAW AllAN HOME LANDS

TAX MAP KEY MAPS

EW A DISTRICT

~

.;' .. ..

.~

:~ ~ ''<i I : ... :J .I.:!

; ~ i! I r ~1

:~~I :~~ :'\1 J~ - I .'h-

"

Tr-J ~!-'l •• !. A. /11.,-h.": ,"" .!I<J"

H

".~":.'.,. ..... '-a. ~ ......

d.e. • ,./.A" II.

.....,., ............ ?--

_,., ~~.::.~~-,::...~.:~ .. :"~:t.:tP.~" ", . ~ ~~~:!.:'~~".~;..~:~.. ." .

.., *_JJ

----.----. -..........-

, , --\ I •• ""- __ ... _ .. .,_ , ""·i~-v .. ea .. _,,,".

, 'l! .--."' .... ", ..,ae ......

I

,

1 2228" ." ::::.~~~'!:.~;;'. =~='~~ ~-''"~ ",~~...l-!..~ ...,...,. . • ___ -.. I¥J.. _-' . COHrAU'"C "A~'i..tb.fo

:' ._"", .. ,.. ~.u£'u .. , .I ... ., at...,,,, " _.,-=., .) sU/flJEcr T~.CHANG£ _. --::::,,~~, L')5AiEi1i7 on Fl •

I .!;

._-

EWA DISTRICT

East Kapolei ~-1-16:p2S;

New 9-1-17:p4

Potable Residential 1400 u 640

,

..... ' ....................

EWA DISTRICT

"/_1' CIMl'fl1l po,,:!1 £,111. ~a.,r..,~._6~" •.

.' i·::·::.···.~.;~:·· I:'

East Kapolei new Potable Y-1-16:p25; 9-1-17:p4

r

1 u=:;;ip~ .sWu:cr TV

Residential 1400 u 640

I \

• U,:7 .. ~':j1.;~.~ .. ... ' .. HIf...,~ """f~~'.·

'.: ..

2229

o

,

~ Ii

'1 l.

I I

J -. f

•

---

111

.. ~ ... l

Barbers'Point 9-1-13:p 1, 9

5

'"New

,._ .... ,. --...,. He_U 0".'" _ .... ... • h ••• " ..... ,...,. '-IAI '.<1.,., CU<l1f ., ... _. '''.J04I ... 0..,., Ae.

A

Potable

---

Residential Residential Commercial Comm/Indus Light Indus Comm/Rec Public Fac

300 u 12.a

3 a 30 a 87 a

291 a 11 a

,1 ...... 1

.'

I" T 'II

\~\ : \.-.. /--e

-'~"

.~ ... )

r, " r

f"

,oa '10"." AII.IIMIN • ..,.'011. ''''He, 10 C ........

------.. ... -' •...

640 2500 3000 3000 3000 3000 4000

1 ,-_ ...................... . ........................... 'AI. MA., lIerlON

,t .... ., ..... TAX_

'

" cii" "Zii.W1' • ..c.&"ul"

'~::~TJ![ :ft,. I -.Y_L.L . ~

JoO,.tl.,I ... • ... t ...

LEGEND

E22] Residential ~Park 0 Golf .. ~. W&J ResldenUaVPublic Facility _ Public Facility -Retained Federal Lands

.u Commerclal/llghtln<rustrlal II1II Airport DHHl Department of HawaIIan Home Lands 0 1000 2000 4000 mrn CommerclaVRacreatlon 1;:;:;:;:;:3 Recreation HMlS Homeless Providers

NORTH SCALE IN FEET [[] light Industrial 1;:;:;:;:;1 Opan Space

\

, BARBERS POINT LAND USE PLAN CENTRAL AREA PREFERRED ALTERNATIVE UB

II Helber Haslert & FeelS October 1996

~ 0 250 500 1000

NORTH SCALE IN

[Z2'j Residential

~ ResldentiaVPublic Facility

II.llIll Commercial

_ Public Facility

o Park

_ Retained Federal Lands

DUHL Department 01 Hawaiian Homo Lands

HMLS Homeless Providers /' .

e

c


TAX MAP KEY MAPS

HONOLULU DISTRICT

".~ . : ..... C~ 1 tIM

'P' ::.

'.:!); . .l~

"''','' -'" J.o,. :;:1 l;.r~. ~

'0 Ii ,!·,,.,it

'::.:! H-r ~, ~~ .. ",1'1'1 • w

PVMCHaoWL.NDNDLVLU

Prospect Street 2-2-S:pS

New

N." .... 'U.,...::rc1!:rk.;-s,;tilo. _;/1. ..... o.-rI. ""1 . ... , . .....

C1e···.Ac4

PUNCH ao.WL CRAT

/"

Potable

/.

i .. /<

Residential Low Rise

r 2 OJ

-- OK-I'll

o

.... ,'!.."= -::_"'.::-_:-. -:-:-= _.L...J

240 u 400

, ..... ,c·,. Il,:, ~ ....

C:" U. ,,~~ .. ~I

",.. " .. ~ i. , ':n

p,I I: of ...

~ t:·:: .1.: '. : .:.: ',:~ I .;:,

t t·.

;.:.': .... ~., S!?UIf·f

1

IttlTT- "ltITN·- U/rtf·

\ . AAT n

514 '. '02." r. r

JLL--l-__ ~-:--_____ -==:-: ... ===. ::-:. _:-------:-:-:-:-::::---::-:-___ . __ .

Kalawahine 2-4-34:p8, 9

New Potable Residential 72 u

. ADVANCB SHBET $U.J~CT TO CHANGI.

500

.. /~ .. "e.~!", ~'i

... ' .. ;

i

i ..

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

A p ...........

K , ...--

- - --'-~ ,.,----

w £

XMAPPLAN

"ARTMENTOFHAWAUAN HOMS LANDS

Mooreira 2-2-53: 7

,. tI ,. If

o I..

. New Potable

p

III ~ If 1

t: ,. ,

C ~ f' , 1,0"

"C C

" • to'"

U

Residential 23 u

I·

,.

K

Sl/8JEcr ro

500

\ \

\

",. , -

FIGURa 20

PAPAKOLEA-MORElRADAlRYFARM

:".

. .,. I.U .. -.. .. ,

,.1 ,,,.

~~ '.i!~

., '~I HI

~1 1

J.; .,

Moiliili 2-7-8:18, 20

Rew

~T 07

MAKAHIK(

. , ''If'' I ,r

. . . ' . ....

'(9I!N~I!RG •. '~";Rf{r :, ' '.: ",

Potable

\fJfJ "J

Residential High Rise

fKAY

20Q u

k It)

\:)

~ .... ~

, .

300

t ., 01

0 t ,. ~

Ha.4WA til.

'I»

~

......

o

-~

:

J . • • • •

\.

i

, . .. •

I

/ / I ,

I

j

I

I !ilil:l Pl!,JJ ~lll!.

o -

/ / .".' i 00

IL ... p ! / J.. _ .. " I _-.1 L--. --

II '0

II 0 cr-,

II \ I

\ ::s 0 0 N

.-f lIS

..-4 ., ., CD =..-4 . .,'"

"CS . ..-4'::

CD 110 .,..-4

"'= . I ! ~

., , .-f ,Q lIS ., 0 ~

.. ---...-.-" . -~ .. '

\

\

-.~ .... -' f ----:;,.;-.; .. ---:.:----- .....:...,-.;. --... ., ----


TAX MAP KEY MAPS

KOOLAUPOKO DISTRICT

f

" ...

" t o Jj

tf f!7;-;:~ ~ ~,;"",-:~

to 's.~.:r.~:~~._

iI~,.J,t:f;,J-.·,. .....

.. ",.";",. .. ",,,.\ \

08

1l"'1.~.~ .. "'.~.,.I.'. D C''.%a' ~"",. • ...,.

1t "'~~.ft~~J

12 ~n.r.1:''7.!,.

11 '::t-:.r.~t Ae.

11 ~~!1-=:) • ••.

" ~~--" ~~I-:!.. 'J,:=:t:;..~

o

o

A, ,.

• o

/

r 1

\. ,.

. Waimanalo Unit9},;~\

~-}-08 :p3 ,

,. LAT·

New 4-1-37:68, 69

!II

Potable

.. ....

fOR 'KO'lllY ASSlSSII["' 'URPOSES

Residential 53 u

,CI

1223

500

f

'I· ..

'4

ti

-,

Soukasen 4-1-08:11; 4-1-23:65

Rew Potable

u~~:-,.,~~;,,:::~

~ ~~:r. .. ~:~:) • ..,

Residential

.. ..,"""....""'-\ \

50 u 500

08

nt'I~'.~"a.os"~. ,I.,. Ii ~~, r;;:,·' _ ... ."

l!'"':~:-.ftr:.--:~

19 (~r.':.:"'1.I.

11 '~. ::~~.-

11 ~_.,.-

U ...... "'::::"', .. ...,J ~ ..... -,.-

'J,=;;~,..

,.

o

o

-' .. ..

• •

~ • oj

\

. , ~ ...

____ ------------------ -. ----.,----'!"'T'~_:+_ "

-

• •

• .·t .

0--:\', g

, N ---... ,;:.-~- ~~ .. t ... \,,1/ - -

l } 1 I.:---':.r'.--'-'-I

H

• o

!.) II

H in D

-u z c Z

'" o -.. '" =: . II -

...... ,.. .... _ ..... ., -----t-!-:-!:r_~ ....... =_ ... ; ....

'S::

o o an

::s o an

L.I')

\0 .. 1'1") N

I M

I 'o::T

CUr-l filM lIS •• ~oo ::So o I

CIlr-l I ~

oot,

...

n 99 aSlH AO~

Ivr~uaplsaH

0.1 .1:srans

.. }f~ .

SUlsnoH Al~apU

- .- ...... _ ..

II /-

Z£CI:6T -T-t _Bulsnoll vundn)l

.. c-,."'" 'I.,., IJ(lUllY4tI ........ J "".,.,..,101 ,..... 8 @

<---0 _________________________________________________ _

---....

ii -1.,111

.,; .. '1"NIJ ~.O"·11

.. 1J'ifl'H-'1'0,.""

·I·;tr~"·

""tI. ·.,'~·ItH .. • ,L'o, J ("'.!~~J-. .,~-M·1I ~ ........

':lI~."''''''')

\ , , ,

o " I

\

I

BENJAMIN J. CAYETANO OOIIEANOA OF HAWAII

• o

ROBERT G. GIRALO DAVID A. N08R1GA

LAWRENCE H. MilKE

STATE OF HAWAII RICHARD H. COX

HERBERT M. RICHARDS. JR. DEPARTMENT OF LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O.80XI21

RAE M. LOUI. PE.


Dear Mr. Watson:

HONOlUlU, HAWAII 96809

DEC 27 i900

Petition to Amend Administrative Rule 13-171-62 Waimanalo Ground Water Management Area. Oahu

Thank you for submitting the subject petition in accordance with the Commission's action on June 5, 1996, to establish WUP No. 434.

We are planning to hold a joint public hearing on the subject petition and your petition filed on November 14, 1996, to reserve additional ground water from the WaipahuWaiawa Aquifer System for Department of Hawaiian Home Lands' foreseeable needs in the Waianae, Ewa, Honolulu, and Koolaupoko Districts. Our letter of December 9, 1996, outlined additional information needed to complete your petition for Waipahu-Waiawa ground water.


Sincerely,

fc4/;il { ( I.~ (/6-/ RAE M. Lodt Deputy Director

LN:ss

DEPUTY

BENJAMIN J. CAYETANO GOVERNOR Of' HAWAII

o


COMMISSION ON WATER RESOURCE MANAGEMENT P. o. BOX 621


DEC - 9 1996

Honorable Kali K. Watso~ Chairman Department of Hawaiian Home Lands P.O. Box 1879 Honolulu, HI 96805

Dear Mr. Watson:

Request for Water Reservation Waipahu-Waiawa Ground Water Management Area, Oahu

MICHAEL D. WILSON awAPERSOH

ROBERT G. GIRAlO DAVID A. NOBRIGA



RAE M. LOUI, P.E. DEPUTY

We acknowledge receipt, on November 14, 1996, of your request to reserve an additional 2,303,448 gallons per day (gpd) of ground water from the Waipahu-Waiawa Aquifer System, Pearl Harbor Sector, Oahu, for Department of Hawaiian Home Lands (DHHL) foreseeable needs in the Waianae, Ewa, Honolulu, and Koolaupoko Districts.

Your request shows 1,848,000 gpd has already been reserved for DHHL foreseeable needs in HonolUlu, Leeward, and Windward Oahu (§13-171-61 HAR, §13-171-62 HAR). We need to distinguish projects covered by the existing reservation from new projects requesting the additional reservation. Please identifY the projects on your list for which water has already been reserved under §13-171-61 & §13-171-62 HAR (which projected demands total to 1,848,000 gpd).

Please identify the tax map keys for all the projects on your list (se:parating those previously covered under §13-171-61 & §13-171-62 HAR from newly-identified projects) and submit appropriate TMK maps clearly delineating the proposed use areas. The Commission has recently estalilished TMK maps as our official base maps; the locational information will be used in our review of future requests for municipal uses.

We will suspend further action on }Tour reservation request until a new {>etition is submitted to amend rule §13-171-62 by reducing the current water reservation m Waimanalo by 0.027 mgd, pursuant to the Commission's action at the June 5, 1996 meeting on your water use permit request for the Waimanalo Residence Lots, Unit 9. As reservations must be established by rule, requiring a public hearing, we will process both petitions concurrently.


Sincerely,

~ Deputy Director

LN:ss

c: Honolulu Board of Water Supply

Fonn __ 1'88 (08/26/98)

STATE OF HAWAII COMMISSION ON WATER RESOURCE MANAGEMENT

DEPARTMENT OF LAND AND NATURAL RESOURCES '

REQUEST FOR

WATER RESERVATION for

Jdia Ground Water 0 Surface Water

p 2: 15

Instructions: Please print in ink or type and send completed app&cation with attachments to the Commission on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. For assistance, call the Regulation Branch at 587-0225.

1 . APPLICANT

FinnlName Department of Hawai ian Hqme J.ands

Contact Person Darrell Yagodich Ph' 586-3848 fax' 586-3835

Address P.O. Box 1879 Honolulu, Hawaii 96805

2. WATER MANAGEMENT AREA(S)

Island: ____ ...;O~a~h~u~ ________________________ _

Aquifer Sector(s): _oI;.P,:.:e.\.t;aol;.r .. l_H .... a .... r ... bl6:o""r"--_____________________ _

Aquifer System(s): ---:.W.:.::a:;:i:;.,tp.:.::ah=u:...-..:..:W~a;.;:;i~aw=a ____________________ _ Stream(s): ______________________________ _

3. QUANTITY OF WATER REQUESTED: 2,303,448 ' gallons per day (averaged over 1 year)

4. JUSTIFICATION FOR PROPOSED RESERVATION: (Please complete Table 1 on back of application)

Is this proposed project(s) listed in the Hawaii Water Plan? o No DYes

5. REMARKS, EXPLANATIONS:

The DHHL Request for Water Reseryation is based on its foreseeable needs on Oahu. To summarize our request:

4,151,448 gpd DHHL Foreseeable Needs - 1,848,000 gpd LESS: Existing a~ Water Reservations

Z;303 , M8 gpd Current, DHHL Reguest

Submitted by (print) Kali K. Watson

Signature~ -, aJ~ Title Chainnan, Hawaiian Homes Connnission

Date __ N_O_V_1_3_1_99_B __ _

.•• . i TOTAL GPO

............. > ...... .. ..

, 1

I

• 4203L PAGE 1 OF 2 , .

EXISTING POTABLE UNITS GPD/UNIT **** 20 YEAR PROJECTED DEMAND **** DISTRICT/ OR OR NON- DHHL OR OR YEAR 5 YEAR 10 YEAR 15 YEAR 20 TOTAL

PROJECT NAME NEW USE POTABLE LAND USE ACRES GPD/ACRE 2001 2006 2011 2016 GPD

WAIANAE DISTRICT

Freitas Dairy New Potable Residential 250 u 640 xx xx 160,000

Camp Andrews New Potable Residential 15 a 120 gall xx 78,408 Commercial 1000 sf

Voice of America New Potable Residential 500 u 640 xx xx 320,00

Upper Nanakuli New Potable Residential 850 u 640 xx 544,000

Agena/Pine New Potable Residential 55 u 640 xx 35,200

Puu Mal li il i New Potable Residential 100 u 640 xx 64,000 Low Rise

Carlos Dalry New Potable Agriculture 8 a 2,000 xx 16,000

Malliili Road New Potable Residential 30 u 640 xx 19,200

Princess Kahanu Existing Potable Residential 271 u 640 xx 173,440 Preschool 80 60 gal/ xx 4,800

student Waianae Subtotal (1,415,_

EWA DISTRICT

East Kapolei New Potable Residential 1400 u 640 xx xx xx 896,000

Barbers Point New Potable Residential 300 u 640 xx xx 192,000 Residential 12 a 2500 xx xx 30,000 Commercial 3 a 3000 xx 9,000 Comm/Indus 30 a 3000 xx xx xx 90,000 Light Indus 87 a 3000 xx xx xx xx 261,000 Comm/Rec 291 a 3000 xx xx xx xx 873,000 Public Fac 11a 4000 xx xx 44.000

1,499,000

Ewa Subtotal (2,395,000)

\

4203L PAGE 2 OF 2

DISTRICT/ PROJECT NAME

HONOLULU DISTRICT

Prospect Street

Kalawahine

Mooreira

Moiliili

Kapalama

KOOLAUPOKO DISTRICT

Unit 9

Soukasen

Kupuna Housing

4,151,448 gpd 1,848,000 gpd 2,303,448 gpd

EXISTING POTABLE OR OR NON- DIlliL

NEW USE POTABLE LAND USE

New Potable Residential Low Rise



New Potable Residential High Rise

New Potable Residential High Rise



New Potable Residential Low Rise

SUMMARY

DHHL Foreseeable Needs LESS: Existing Water Reservations Balance Needs

UNITS OR

ACRES

240 u

72u

23 u

200 u

200 u

53 u

50 u

66 u

, .

GPD/UNIT **** 20 YEAR PROJECTED DEMAND **** OR YEAR 5 YEAR 10 YEAR 15 YEAR 20 TOTAL

GPD/ACRE 2001 2006 2011 2016 GPD

400 xx 96,000

500 xx 36,0.

500 xx 11,500

300 xx 60,000

300 xx 60,000

Honolulu Subtotal ( 263,500)

500 xx 26,500

500 xx 25,000

400 xx 26,.

Koolaupoko Subtotal ( 77,900)

OAHU TOTAL 4,151,448

) "'-_.

. --------.. ~- --------.. ,~.-- .... --- .

. ;.

•• o 1000 2000 4000

NORTH SCALE IN FEET

LEGEND

rz.zJ Resldenllal ~ ResldenliaUPubllcFaclUty

DIIIDDD ComrnefdaVLIgN InclJslrtal

nnn CommerclallRecreat1on I[[I] light Industrial

Pam

Public FaclHty

Airport

Recreation

Open Space

, '. ~ .

EJ Golf

.. Retained Federal lands

DHHL Department of HawaIIan Home lands

HMlS Homeless Providers

405' 2.0 MG RESERVOIR S. W. EL. = 440.0' FLR. EL. = 420.0'

BOOSTER PUMP STATION 3-1350 GPM PUMPS

(1-STANDBY)

450._

400

350 ----~----------___rr:_-;;-~4CJ------------.- .. -.-------.--~---.--.----

UPPER SERVICE LIMIT (43 PSI)

440' RESERVOIR SERVICE LEVEL 300 --~349. 9--AcRES~ &1~ 65-5-UNTfs~---~-----------

MAX DAY = 1.9 MG CRITICAL FIRE FLOW = 2,000 GPM

250

~6 200 ":7:"-::-.=~~------J.------------.--.---.---- ---------------.------.-----------------~-----.

EXIST. BWS W36 - """,J ------------------------------------------~

150 N ~2 £:~1 N W8 ---.---~------~------------------------~--.-------------.. -----=---------------=-------=---..I.,I,M..---..:::----t--~---------------··------------~:;f -;-----------~--------

W8 ~ ~

."'~.:c. ___ ..:.. __ ~ __ ~------------.------------.----- ____ ~ ________________________ -___ . ________ _

l EXIST. BWS W12 l

_______________ ·;:lll~;k~~~"',,,-.,-¢'.r~-'.'"'_~~_,~.~.,_. ~_

- EAST KAPOLEI 215' SERVICE KALAELOA 215' SERVICE

215' SERVICE TOTALS = EAST KAPOLEI 440' SERVICE

TOTALS

SUMMARY WATER DEMANDS

NO• OF A VE. ANNUAL MAXOA Y RATE PEAK HR RATE ACRES UNITS DAY RATE 1.5 x VE 3.0 x AVE

GPO GPO GPO 776.1 2,903 2,663,400 3,995,100 7,990,200

2,000,000 3,000,000 6,000,000 776.1 2,903 4,663,400 6,995,100 13,990,200 349.9 1,655 1,299,700 1,949,550 3,899,100

1,126.0 4,558 5,963,100 8,944,650 17,889,300

o ~-.-----~--.-------------------------------.~-I

100

50

EXHIBIT 6 EAST KAPOLEI DEVELOPMENT

WA TER SYSTEM MASTER PLAN STUDY

OVERALL SCHEMATIC PROFILE

AKlNAKA etc ASSOaAlES. LlD.

Q

3.5 Hawaiian Home Land Water Rights

Hawaiian Home Lands have claims to use water under: 1) the Hawaiian Homes Commission Act, 1920, as amended; 2) Hawaii Revised Statutes Chapter 174, relating to the Molokai Irrigation System; 3) the State Water Code, H.R.S. §174C-101; 4) the common law as would apply to any landowner; and 5) Act 325, SLH 1991.

On July 2, 1991, Governor Waihee signed into law Act 325 which strengthens the ability of the Hawaiian Homes Commission to provide water on Hawaiian Home Lands by establishing affinnative duties of three state agencies including the Commission on Water Resource Management. Under Act 325, the State Water Code was amended by the addition of language to sections on: 1) the Hawaii water plan (§174C-31); 2) conditions for a water use permit (§174C-49); and 3) native Hawaiian water rights (§174C-101). In particular, §174C-101(a) was amended to include:

"Decisions of the commission on water resource management relating to the planning for, regulation, management, and conservation of water resources in the State shall, to the extent applicable and consistent with other legal requirements and authority, incorporate and protect adequate reserves of water for current and foreseeable development and use of Hawaiian home lands as set forth in section 221 of the Hawaiian Homes Commission Act."

In May, 1990, oversight hearings on the Hawaiian Homes Commission Act of 1920 were held before the United States Senate Select Committee on Indian Affairs. The Attorney General's May 30, 1990, testimony at those hearings is reproduced in Appendix E to this report, and includes:

1) DHHL has water rights just like any other landowner.

2) Unlike other landowners, DHHL also has specially created statutory water rights, the most significant of which is a "first call" to water from lands owned by the State, for purposes of livestock, aquaculture, domestic, and agriculture.

3) Specifically relevant to Molokai is that DHHL has first preference to 2/3 of the water from the first phase of the Molokai Irrigation System.

5) Pursuant to Hawaii State Constitution Article XI, section 7 (1978), the State is required to assure appurtenant rights and existing correlative and riparian uses. The State has the flexibility to consider the needs of DHHL in a manner consistent with the rights of other public and private water users.

6) Hawaii's surface water is governed by appurtenant rights and by the doctrine of equitable riparian uses and rights.

Appurtenant rights apply to kuleana lands in taro production at the time they were granted by the government (usually during the 1848-1856 Great

21

I

I

I

I

I

o Mahele) to the quantity of water necessary to grow taro in the same manner on the same land.

Equitable riparian uses and rights involve the rights of parcels of land adjacent to a stream to use flows of that stream consistent with the same rights of other parcels adjacent to the stream. The right to use water on land adjacent to a stream is shared with others and may not be quantifiable.

7) Hawaii's ground water is governed by the correlative rights doctrine which provides that landowners overlying a ground-water basin have a right to share in the use of the underground waters.

8) Hawaii's common law rights to use water are not based upon the western prior appropriation doctrine which a imposes a "first in time, first in right" rule.

9) There is no prescription of water rights in Hawaii. Water rights cannot be lost by prior appropriation or "taken" by adverse possession.

The quantity of water needed to meet appurtenant requirements on Molokai has not been established. However, the first phase of a statewide inventory of lands with appurtenant water rights has been initiated.

Each future new diversion and use of surface water will require an amendment of the interim (or permanent) instream flow standards through a public hearing process.

The quantity of ground water to which DHHL (and other landowners) is entitled under the correlative rights doctrine has not been established.

Table 5 shows the ownership distribution of lands overlying the island's aquifer systems. Island-wide, the State owns approximately 30% of the land, including Hawaiian Home Land. Of the lands overlying the Kualapuu aquifer, approximately 22% is Hawaiian Home Land and 17% is other State land. Figure 3 shows these data for island and Kualapuu Aquifer land ownership.

22

BENJAMN J. CAYETANO 4IO\IEANOR 01 ~WAII

o o

STATE OF HAWAII DEPARTMENT Of LAND AND NATURAL RESOURCES

COMMISSION ON WATER RESOURCE MANAGEMENT P.O. lOX 121

HONOlULU. HAWAII 96808

.ll 15 1997


Dear Mr. Watson:

Petition to Amend Administrative Rule 13-171-62 Petition for Additional Water Reservatjon. Waipahu-Waiawa Aquifer System

MICHAEl D. WILSON otAIAPERION

ROBeRT G. GlAALD DAVID A. N08AIGA

LAWRENCe H. MIlKE RICHARD H. cox

HERBERT M. RICHAROS. JR.

RAE ... lOUt. P.E. DEPUTY

We acknowledge receipt, on December 9, 1996 and May 30, 1997, of your completed petitions to amend Administrative Rule 13-171-62 and to reserve additional ground water from the Waipahu-Waiawa Aquifer System, respectively.

We are planning to hold a joint public hearing on the petitions. However, we are in the process of re-evaluating the sustainable yield for the Waipahu-Waiawa Aquifer System, which is expected to be reduced due to the loss of return irrigation recharge from sugarcane agriculture. Commission on Water Resource Management (Commission) action on your petitions will be scheduled after the Commission has made a decision on the sustainable yield.

LN:ss


Sincerely,

RAEM. LOUI Deputy Director

.! o o BENJAMIN J. CAYETANO

GOVERNQR REC~tvrD ~~~~ON HAWAIIAN HOMES COMMISSION STATE OF HAWAII

STATE OF HAWAII 97~23 _" JOBIE M. K. M. YAMAGUCHI " : t,UTY TO THE CHAIRMAN


P.O. BOX 1879 COf1M/SS!(lN r;,~ w~nR HONOLULU, HAWAII 96805 RESQU;?CE f,{J,~' (""'E','IE'!'T

,j '. ,(;\..1 -., n

June 18, 1997

To: Rae Loui, Deputy Director Commission on Water Resource Management

From: k Kali .~atson, Chairm~n ~-t~~. ~ Hawallan Homes commlssip~" L) ~

Subject: PETITION TO AMEND HAR §13-171-62 WAIMANALO GROUNDWATER MANAGEMENT AREA, OAHU

We request to amend HAR §13 -171- 62 by reducing the current water reservation in the Waimanalo Aquifer System by 0.027 mgd, pursuant to the Commission's action at the June 5, 1996 meeting on our water use permit application. It is our understanding that the 0.027 mgd of potable water has been allocated to the Waipahu Well Nos. 2400-09 to 13 for use on our Waimanalo residence lots.

Thank you for your attention to this matter. If you have any questions, please call me at 586 - 3800 or have your staff contact Rebecca Alakai of our Planning Office at 586-3836.

Attachment

as: \\A f\('\ '" 11. . \ . ~,) i • .JV . >

,. Fonn wat __ (08/26/981 o o

STATE OF HAWAII COMMISSION ON WATER RESOURCE MANAGEMENT

DEPARTMENT OF lAND AND NATURAL RESOURCES

REQUEST FOR

WATER RESERVATION for

OCGround Water 0 Surface Water

Instructions: Please print in ink or type and send completed application with attachments to the Commission on Water Resource Management, P.O. Box 621, Honolulu, Hawaii 96809. For assistance, caR the Regulation Branch at 587-0225.

1. APPLICANT

FirmlName Department of Hawaiian Home Lands

Contact Person Rebecca Alakai Plr 586-3836 Fax;586-3835

Address PO Box 1879 Honolulu 96805

2. WATER MANAGEMENT AREA(S)

Island: Oahu Windward Aquifer Sector(s): ___________________________ _

Waimanalo Aquifer System(s): ___________________________ _

Stream(s): nl a

3. QUANTITY OF WATER REQUESTED: 0.02 7mgd gallons per day (averaged over 1 year)

4. JUSTIFICATION FOR PROPOSED RESERVATION: (Please complete Table 1 on back of application)

Is this proposed project(s) listed in the Hawaii Water Plan? o No DYes

5. REMARKS, EXPLANATIONS: To amend HAR 13-171-62 by reducing the current water

reservati?n in the Waimanalo aquifer system by 0.027 mgd. ThIS amount has been allocated to Waipahu Well Nos. 2400-09-13 for use on our Waimanalo residential lots

Submitted by (printfW' Ka 1 i Wa t son

S~na... 2f'h~trc:f-. ntle Chairman, Hawaiian Homes Comm.

Date __ .....;;..J_U;..;..N _1_~_'_1~_~ l~ __ _

e

1···········/ < ~ .. ..... >

( .... ..

BENJAMIN J. CAYETANO GOVERNOR OF HAWAII

o o


COMMISSION ON WATER RESOURCE MANAGEMENT P. O. BOX 621

HONOlUlU. HAWAII 96609

DEC 27 iSJo


Dear Mr. Watson:

Petition to Amend Administrative Rule 13-171-62 Waimanalo Ground Water Management Area. Oahu

MICHAEL D. WILSON CHAIRPERSON

ROBERT G. GIRAlD DAVID A. NOBRIGA


HERBERT M. RICHARDS. JR.

RAE M. LOUI, P.E. DEPUTY

Thank you for submitting the subject petition in accordance with the Commission's action on June 5, 1996, to establish WUP No. 434.

We are planning to hold a joint public hearing on the subject petition and your petition filed on November 14, 1996, to reserve additional ground water from the WaipahuWaiawa Aquifer System for Department of Hawaiian Home Lands' foreseeable needs in the Waianae, Ewa, Honolulu, and Koolaupoko Districts. Our letter of December 9, 1996, outlined additional information needed to complete your petition for Waipahu-Waiawa ground water.


Sincerely,

(;4';11 T (L~(l~ RAEM. Lodt Deputy Director

LN:ss

BENJAMIN J. CAYETANO GOVERNQR

STATEOFHAWAJI

o o

STATEOFI4WI4li£ 9 p 2: 37 DEPARTMENT OF HAWAIIAN HOME LANDS

P.O. BOX 1879 t. J -_.' I" \

HONOLULU. HAWAlt 96805 j ,

[,. ...

November 29, 1996

MEMORANDUM

TO:

FROM:

Honorable Michael D. Wilson, Chairperson Commission on Water Resource Management Department of Land and Natural Resources

Kali Watson, Chairman ~ ?~~,.,J Hawaiian Homes Commission

KALI WATSON CHAIRMAN

HA WAJlAN HOMES COMMISSION

JOBIE M. K. M. YAMAGUCHI DEPUTY TO THE CHAIRMAN

SUBJECT: Petition to Amend Administrative Rule 13-171-62, Water Use Permit for Wells Nos. 2400-09 to 13, Waipahu-Waiawa Ground Water Management Area, Oahu

In response to your letter dated October 31, 1996, (attached) we submit the following petition.

The Department of Hawaiian Home Lands (DHHL) is submitting this petition to amend Administrative Rule 13-171-62 to reduce the quantity of ground water reserved from state lands in the Waimanalo Aquifer System by 26,500 gallons per day, to offset the permitted amount.

After discussion with your staff Lenore, we request this petition be combined with our petition we filed on November 14, 1996, for Oahu islandwide reservations so public hearings can be held jointly.

Thank you for your attention to this matter.

/4209L

Attachment

e ~. "

-

Mr. Mike Crozier

o


COMMISSION ON WATER RESOURCE MANAGEMENT P. O. BOX 821

HONOLUI.U. HAWAII 96809

OCT 3 1 1996

Department of Hawaiian Home Lands P.O. Box 1879 Honolulu, HI 96805

Dear Mr. Crozier:

Approval of Water Use Permit for Well Nos. 2400-09 to 13 Waipahu-Waiawa Ground Water Management Area. O'ahu

MOIAEL 0. WILSON CHUa_ON

R08ERT G. GlAALD DAVID A. N08AIGA

LAWRENCE H. MIlKE RICHARD H. COX


RAE M. LOU •• P.E. DIiPUTY

In reviewing our records, we find that the captioned permit, approved June 5, 1996, required two actions on your part which remain undone.

First, the Commission required the Department to submit a petition to amend Administrative Rule 13-171-62 to reduce the quantity of ground water reserved from state lands in the Waimanalo area by 0.027 mgd, to offset the permitted amount.

Second, all permits require a water shortage plan to be submitted within 30 days.

Please submit these two items within 30 days. If you have any questions, please call Charley Ice at 587-0251.

CI:fc

Sincerely,

RAE M. LOUI Deputy Director

Documents

b·Copy (send w/copy of Standard Format) Standard Format (3 originals) Signatures: (w/Ramseyer) Final: w/cover memo: cc: cc: bcc: Filing: 2 originals kept by LG's office for 1 original