HomeMy WebLinkAboutCOM 0557.006 2014-2016DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII
365 KEKUANAO'A STREET, SUITE 20 HILO, HAWAI'1 96720
TELEPHONE (808) 961-8050 • FAX (808) 961-8657
September 6, 2016
-o
Mr. Dnt Kanuha, Chairperson, 1
and Council Members
Hawaii County Council
25 Aupuni Street w
Hilo, Hawaii 96720 tv
Dear Mr. Kanuha and Council Members:
Subject: Milani Street Water Improvement District
Manager -Chief Engineer's Report
H61ualoa, North Kona, Hawaii
Attached for your review and action is the Manager -Chief Engineer's Report detailing a project for the
installation of a water system for the properties along Nalani Street as requested by Hawaii County
Council Resolution No. 337-15 (Draft 2).
The attached report represents collaborative efforts on the part of the Department of Water Supply and
the Department of Finance.
Please do not hesitate to call me at 961-8050 if you have any questions or if I may be of further
assistance.
Sincerely yours.
WA"M+
Keith K. Okamoto, P.E.
Manager -Chief Engineer
RQ:dmj
Art. - Manager -Chief Engineer's Report for Nalani Street Water System Improvement District,
North Kona. Hawaii
copy - (w/enc.) Honorable William P. Kenoi, Mayor Cannot No. _'�S %• %
(w/enc.) Water Board, County of Hawaii Ref. To: _W
Ref. Date P 0 9 2018
...'Water, Our Won (Precious source... 7(p'WaiA Kpne ...
Tina Depammenl M Water Supply Is an Equal OP Pony Proritler and employer.
NALANI STREET WATER IMPROVEMENT DISTRICT
Manager -Chief Engineer's Report
Department of Water Supply - County of Hawaii
August 31, 2016
This report was prepared for Hawaii County Council Resohrtion No. 337-15, Draft 2, pursuant to Hawaii County
Code, Chapter 12, Article 2, Subsection 12-10(a).
Department of Water Supply -County of Hawaii
MANAGER -CHIEF ENGINEER'S REPORT
Nalani Street Water Improvement District
Holualoa 4, North Kona, Hawaii
August 31, 2016
Contents
1. Introduction............................................................................................................................................. 3
A. Location...............................................................................................................................................4
B. Purpose and Need................................................................................................................................4
2. Character and Extent of Proposed Improvements................................................................................4
3. Proposed Method of Assessment.......................................................................................................... 5
4. Land and Easements to be Acquired..................................................................................................... 5
5. Recommended Materials........................................................................................................................5
6. Improvement District Boundaries.........................................................................................................5
7. Estimated Cost of the Improvement......................................................................................................6
8. Necessary Plans. Data, and Detail.........................................................................................................6
EXHIBITS
Exhibit A. Location Map
Exhibit B. Proposed huprovement District Boundaries
Exhibit C. Preliminary Design of Nalani Street Water Improvements
Exhibit D. Proposed Assessment Roll for Nalani Street Water Improvement
Exhibit E. Detailed Project Cost Estimate
1. Introduction
This report has been prepared in response to Hawaii County Council Resolution No. 337-15, Draft 2.
adopted April 6. 2016 ("Resolution"). The Resolution directed the Manager -Chief Engineer of the
Department of Water Supply ("DWS") to prepare and submit to the Council a report containing the
information required by Hawaii County Code Chapter 12, Article 2. Subsection 12-10(a) as follows:
(1) PreliminaiT data concerning the special improvement proposed to be opened
constrncted or improved;
(2) The general character and extent of am' improl ement to be proposed;
(3) The proposed assessment unit and method of assessment;
(4) Whether any new land it -ill be nnecessary to be acquired and the estimated cost
thereof and the proportion of the cost which should be borne by the County;
(5) The materials recommended to meet the conditions of the improvement;
(6) The boundaries of the proposed Improvement District and any subdistricts or :ones
therein as to which differentportions of the cost of improvements should be charged;
(7) The estimated cost of the improvement, the portions of the cost to be borne by the
County, and the portions of the cost to be assessed against the assessment emits specially
benefited with the maximum emit of assessment to be made against each assessment unit
to be assessed; and
(8) All necessary plans and other data, details, and specificationsfor the improvements
and any other matters or details intended to apply thereto.
The proposed Improvement District, initiated by the Hawaii County Council, is for the design and
installation of a water system for Nalam Street, located at Holualoa 4, North Kona ("Project") that will
meet current State of Hawaii, Water System Standards 2002, as amended, for the County of Hawaii
("DWS Standards"). The DWS will own, operate. and maintain the system. The proposed improvements
consist exclusively of a water system including the incidental restoration of roadways, meeting the
definition of a "water system improvement district' under Hawaii County Code (HCC) Chapter 12,
Article 1. Subsection 12-1.
DEPARTMENT OF WATER SUPPLY - COUNTY OF HAWAII
A_ Location
Nalani Street is located east of Kailua-Kona, ahupua`a of Holualoa 4, North Kona District, island
and County of Hawaii ("Project Area") (see Exhibit A). The Project Area is part of the Sunset
View Terrace Lots Subdivision, Unit 1, approved as Subdivision No. 1461 in 1960. The
subdivision was created prior to the enactment of the County Subdivision Code requiring water
system nnprovements.
Lots initially obtained water service from private waterlines that were connected to the DWS
water system by master meters located on other streets.
A previous Improvement District replaced private lines for the Sunset View Terrace Lots -Unit 2
and Holualoa Estates subdivisions, but had excluded the Project Area. The Project Area is the last
street in the subdivision with the original private waterlines. The proposed water system would
service 31 parcels within the Project Area (see Exhibit B). The Project Area consists of single-
family dwellings and all parcels contained in the Project Area are zoned RS -10 - Single -Family
Residential District (minimtmi building site area of 10,000 square feet). There are a total of 27
existing dwellings out of the 31 lots in the Project Area. The Project will connect to and be part of
the DWS' North Kona Water System. The Project will be installed entirely within the existing
County road right-of-way.
B. Purpose and Need
There are 16 existing services for the 27 dwellings within the Project Area from the existing DWS
water system surrounding the subdivision either through its own individual water meter or through
a master meter. These lots also rely on customer waterlines that traverse through their neighbor's
property to connect to the meter located on another street. These meters do not front the lots and
are considered "Out of Bounds" where the customer is responsible for their waterline through
neighboring properties. In the case where there may be multiple dwellings on one meter (master
meter), the applicant for that meter is responsible for the DWS water service and bill.
Submetenng may be occurring as an attempt to bill each homeowner according to the quantity of
water used, however. DWS does not have any requirements to do so. Furthermore, there are
currently no fire hydrants located along Nalani Street.
2. Character and Extent of Proposed Improvements
To meet current DWS Standards, approximately 1,450 lineal feet of 6 -inch ductile iron waterline and
appurtenances will be installed within Nalani Street from the intersection of Kuakim Highway and Nalani
Street to the 8 -inch waterline at the intersection of Sunset Drive and Nalani Street. Service laterals
accommodating one 518 -inch meter to each lot will be installed fronting each parcel and two (2) fire
hydrants will be installed, meeting the requirements of the DWS Standards for fire flow as well as spacing,
based on the existing zoning of the properties. (See Exhibit C)
The waterline will be installed in trenches to a depth of approximately 3 feet. The roadway will be
restored to the existing pavement width (i.e., not limited to a patch over the trench).
The property owners will be responsible for the improvements on their private property to connect or
reconnect their plumbing to the new service.
DEPARTMENT OF WATER SUPPLY - COUNTY OF HAWAII
3. Proposed Method of Assessment
The "assessment unit' as defined by HCC Chapter 12 is a subdivided parcel or condommiurm unit with a
unique tax key number. Each assessment unit within this Improvement District will be subject to a special
assessment. There are 31 single-family parcels and no condominium units. The unit cost per assessment
unit will be determined by equally dividing the total project costs by the 31 assessment units. Each
assessment unit will require one (1) unit of water, which is equivalent to an average use of 400 gallons per
day.
Currently, there are four (4) vacant lots that do not have water service, which would also be required to
pay the prevailing Facilities Charge, aside from the special assessment. This charge, however. will be the
responsibility of the owner/applicant at the time water service is requested for and is not factored into the
assessment unit. The current cost for the Facilities Charge is $1,190.00 for each of the four (4) vacant lots.
4. Land and Easements to be Acquired
Nalam Street is an existing County road right-of-way, and, therefore, no additional lands or rights-of-way
will be required as all of the proposed improvements appear to be able to occur within the Nalam Street
right-of-way.
5. Recommended Materials
The recommended materials for the water system improvements shall meet the requirements of the DWS
Standards. Also, all backfill and asphalt pavement materials shall meet the requirements of the
Department of Public Works, County of Hawaii. The roadway will be restored to the existing pavement
width (i.e., not limited to a patch over the trench).
The property owners will be responsible for the improvements on their private property to connect their
plumbing to the new service.
6. Improvement District Boundaries
The Improvement District boundaries were determined by the parcels that currently do not front the DWS
existing waterlines. All of the lots in the proposed Improvement District boundaries will receive a direct
benefit of having their own individual DWS meter front their parcel, eluiunating the need to maintain
private customer lines on other properties. Fire hydrants meeting the fire -flow and spacing requirements
of the DWS Standards will also be installed within Nalani Street benefitting all 31 assessed parcels. (See
Exhibit D).
DEPARTMENT OF WATER SUPPLY - COUNTY OF HAWAII
7. Estimated Cost of the Improvement
The total project cost—including planning/preliminary studies. design, construction, and financing—is
estimated as follows:
Mobilization/Demobilization
$15,000.00
Water System
$330,000.00
Paving Restoration
$200,000.00
Subtotal
$545,000.00
Contingency (-20%)
$100,000.00
Total Construction Cost
Planning/Preliminary Study
$645,000.00
$ 30,000.00
Design
$ 70,000.00
Legal Fees / ID Formation
$ 15,000.00
Misc (-4% of Construction Cost)
$ 25,000.00
A more detailed breakdown of the construction cost is in Exhibit E.
8. Necessary Plans, Data, and Detail
All necessary preliminary plans and other data. and details for the improvements and any other matters or
details intended to apply thereto are contained in the exhibits listed below and appended to this report.
The information in this report and the exhibits are in such form and contain such information as is
reasonably necessary to inform the owners of assessment units and other interested parties at least
generally of the nature and scope of the proposed water system improvements to be constructed and
installed in the Improvement District.
1. Exhibit A. Location Map
2. Exhibit B. Proposed Improvement District Boundaries
3. Exhibit C. Preliminary Design of Nalani Street Water Improvements
4. Exhibit D. Proposed Assessment Roll for Nalani Street Water Improvement
5. Exhibit E. Detailed Project Cost Estimate
Keith K. Okamoto, P.E.
Manager -Chief Engineer, Department of Water Supply
DEPARTMENT OF WATER SUPPLY - COUNTY OF HAWAII
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IMPROVEMENTS
Scale: 1� 100' A.g-l2010
Proposed Assessment Roll as of 8/15/2016
Nalani Street Improvement District
Tax Map Kay
Owner
Situs Adreea
Mailing Addraaa
77009021
HUEBNER,MARY L TR
77-6404 NALANI STREET
KAILUA KONA, HI 96740-9763
77009022
MEYER-SMALLWOOD,LINDA KAREN
77-6418 NALANI STREET
KAILUA KONA, HI 96740-9763
77009023
CHIOTIS,ANTHONY
77-6420 NALANI STREET
PALM DESERT, CA 92211-1452
77009024
MATSUYAMA GEORGE
77-6424 NALANI STREET
I 1-64Z4 NALANI ST
KAILUA KONA, HI 96740
77009025
MYERS,KARLIE REIKO
77-6426 NALANI STREET
45-32B KAHOWAA PL
KANEOHE, HI 96744
77009026
NAZAIRE,PERCIVAL S
77-6430 NALANI STREET
KAILUA KONA, HI 96740-9763
77009027
DELGADO-HERNANDEZ,OSCAR M
77-6432 NALANI STREET
PO Box 2202
KAILUA KONA, HI 96745
77009028
MUDD,SCOTT
77-6436 NALANI STREET
KAILUA KONA, HI 96740
77009029
BONTECOU,BELLE
77-6438 NALANI STREET
7'7-U43B NALANI ST
KAILUA KONA, HI 96740-9763
77009030
CHING 1997 TRST
77-6442 NALANI STREET
732 HERITAGE CLIFF AVE
LAS VEGAS, NV 89032-9009
77009031
GUFFY,L KAY TR
77-6444 NALANI STREET
KAILUA KONA, HI 96740
77009032
DOMINGO,JEANNIE CHARLEE JORG
77-6448 NALANI STREET
KAILUA KONA, HI 96740-9763
77009033
BARRY,ROBERT NORMAN
77-6450 NALANI STREET
KAILUA KONA, HI 96740-9763
77009038
ROYCE,MARGARET W TRUST
77-6453 NALANI STREET
PUU LANI RANCH BOX 84
KAILUA KONA, HI 96740-8309
77009039
ANDERSON,DEBORAH COLEMAN
77-6449 NALANI STREET
99413RLARCREEK RL)
JACKSONVILLE, FL 32225-5310
77009040
CHINERY,PERCY HARRISON 111
77-6447 NALANI STREET
KAILUA KONA, HI 96740
77009041
KIMURA,WALTERIAIKO TRST
77-6443 NALANI STREET
KEALAKEKUA, HI 96750-0732
77009042
VOS,LISA M
77-6441 NALANI STREET
7543009 Al -11 DR AFT Y2
KAILUA KONA, HI 96740-4394
77009043
WILSON,CHARLES P
77-6437 NALANI STREET
SEAL ROCK, OR 97376-0118
77009044
NAKAO,LENA TRST
77-6435 NALANI STREET
r 0 BOX 390148
KEAUHOU, HI 96739
-25144
77009045
GENTRY,NORMAN HAL
77-6431 NALANI STREET
P0 BOX
HONOLULU, HI 96825-5144
77009046
GENTRY,NORMAN HAL
77-6429 NALANI STREET
P0 BOX 25144
HONOLULU, HI 96825-5144
77009047
SHERO-AMBA,SCOTT
77-6425 NALANI STREET
77-6425 NALANI ST
KAILUA KONA, HI 96740-9763
77009048
SHIMIZU,LEILA S
77-6423 NALANI STREET
11-0423 RAUMW79�
KAILUA KONA, HI 96740
-
77009049
SPINNEY,MALCOLM H TRST
77-6419 NALANI STREET
77:6419 RALANI ST
KAILUA KONA, HI 96740
77009050
NAGATA,ALBERT HILO
77-6417 NALANI STREET
77-63411 NALANI S1
KAILUA KONA, HI 96740-9763
77009051
VINING,CYNTHIA K M
77-6413 NALANI STREET
KAILUA KONA, HI 96740
77009052
MCCORMICK,ELIZABETH TR
77-6411 NALANI STREET
PO BOX 2411
KAILUA KONA, HI 96745
77009053
MCCORMICK,ELIZABETH TR
77-6409 NALANI STREET
ru BOX 2411
KAILUA KONA, HI 96745-2411
77009054
MCCORMICK,ELIZABETH TR
77-6407 NALANI STREET
P0 BOX 2411
KAILUA KONA, HI 96745-2411
77009055
IWAMOTO,FRANCIS T
77-6405 NALANI STREET
P-UI30A 292
KAILUA KONA, HI 96745-0292
EXHIBIT D
Nak" Street kr provemeM District
PROJECT COST ESTIMATE
Quantity
Unit
Description
Unit Cost I
Total Cost
Water System.
Lu
SumlProject
Mobilization, and Demobilization.
Not to exceed $ 15,000
$15,000
1450
I.f.
6" D.I. Waterline
$135
$195,750
1
ea.
6" 90" C.I. Bend, M.J.
$6`
$5w
1
ea.
6" 45' C.I. Bend, M.J`S500`S500
1
ea.
8"X6" C.I. Tee, M.J.
$900
$900
1
ea.
6" Gabe Valve & Box
$2,5001
$2,500
1
ea.
8" Solid Body Sleeve
$700
$700
2
ea.
6" Solid Body Sleeve
$600
$1,200
2
ea.
Fire Hydrant Type B
$8,000
$16,000
1
ea.
1" Air Relief Valve Unit & Box
$3,000
$3,000
1
ea.
1" T "A" Lateral
$4,000
$4,000
15
ea.
1.5" T "C" Lateral
54,E
$67,500
16
ea.
I Cut and Plug Existing Service Laterals
$900
$14,400
2
ea.
lConnections to existing waterline
$4,000
$6,000
Lump
Sum I Chlorination and Testing
$15,000
Pavement Re
k:
2,500
s
2 -inch min AC 16 -ft widerepave)
$80
$200,000
SUBTOTAL
Contingency (-20%)
CONSTRUCTION TOTAL
Consultant Fee
Planning/Environmental Report
Legal Fees
Miscellaneous Costs
PROJECT TOTAL
$545.000
$100,000
$645,000
$70 000
$30,000
$15,000
$25,000
$785,000
EXHIBIT E