Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
COM 0652.000 2000-2002
p W A TER 3tl J * DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII n 9E MAW P,. t_CPH0 SJ; c June 4, 2002 James Y. Arakaki, Chair & Council Members Hawaii County Council 25 Aupuni Street Hilo, Hawaii 96720 Dear Mr. Arakaki & Council Members: Attached, for your review and action, is the Manager's Report detailing the recommendations and specifications for the installation of a dedicable water delivery system for the Kona Coastview and Kona Wonderview subdivisions, as requested by Council Resolution No. 270-00. The attached report and application for USDA/RUS financing represents a collaborative effort of the Department of Water Supply, Finance Department, Mayor's Office, Planning Department, Office of the Legislative Auditor and community input. In conjunction with a Council -initiated resolution to proceed with the making of a water improvement district, the Department of Water Supply looks forward to the completion of this long -sought project. Please do not hesitate to call me at 961-8050 if you have any questions or if I may be of further assistance. Manager ater Supply Enclosure: "Manager's Report and Installation Cost Estimate for a Water System Improvement District" NOTE: L-hibits "A" through "H" are on file at the Clerk's Office. MANAGER'S REPORT AND INSTALLATION COST ESTIMATE FOR A WATER SYSTEM IMPROVEMENT DISTRICT Kona Coastview & Kona Wonderview Subdivisions North Kona, Hawaii Department of Water Supply County of Hawai'i CONTENTS MANAGER'S REPORT Introduction............................................................................................................. I 1. History, Recent Findings and Analysis Availability of Water to Subdivisions.............................................................. 2 Considerations.......................................................................................... 3 Existing Water Services.............................................................................. 4 Matsumoto Water Company Payment History ................................................... 4 Governmental and Private Efforts.................................................................. 4 Affordable Financing for an Improvement District ............................................... 6 Outreach to the KCS/KWS Community ........................................................... 7 Status of Enabling Legislation...................................................................... 8 _ 2. Character and Extent of Proposed Improvement.......................................................... 8 3. Proposed Method of Assessment............................................................................ 8 4. Land and Rights -of -Way to be Acquired................................................................... 9 5. Recommended Materials...................................................................................... 9 6. Improvement District Boundaries........................................................................... 9 7. Estimated Cost of the Improvement........................................................................ 9 Table 1: Water System Installation Cost Estimate .............................................. 10 8. Necessary Plans, Data, Details and Specifications...................................................... 11 Conclusion............................................................................................................. 11 EXHIBITS A. DWS MAP: "Proposed Coastview/Wonderview Water System Improvement District" B. (1) Letter dated 3/21/02 from Warren Matsumoto, Manager, Matsumoto Water Company (2) Letter dated 2/28/02 from Clem Zierke, Secretary/Manager, Kalaoa Water Company C. Federal Financial Assistance Application for RECD Water & Waste Water Grant & Loan Program (3/28/02) D. USDA Letter of Conditions re: Kona Coastview/Kona Wonderview Water System (4/9/02) E. (1) Agenda: Community Meeting at Kealakehe Intermediate School (3/21/02) (2) West Hawaii Today article: "County offers Coastview solutions for water woes" (3/22/02) F. Proposed Assessment Roll — Kona Coastview Kona Wonderview Water Improvement District G. Identification of Lot Owners to be Credited for Prior Payment of Facilities Charges (2/12/02) H. Confirmation of Correct Land and Building Values for the Proposed Water System Improvement District -Kona Coastview & Wonderview Subdivisions; Real Property Tax Division (8/24/01) ESTIMATEMANAGER'S REPORT AND INSTALLATION COST FOR A WATER SYSTEM IMPROVEMENT DISTRICT Kona Coastview & Kona Wonderview Subdivisions North Kona, Hawaii Department of Water Supply County of HawaN Introduction This report has been prepared in response to Hawaii County Council Resolution No. 270-00 dated July 26, 2000. It provides responses to the material requested by the Council in the order presented in the resolution. Council Resolution No. 270-00 directed the Manager, Department of Water Supply to update a report titled Water System Installation Cost Estimate for Improvement District — Kona Coastview and Kona Wonderview Subdivisions (May, 1996), and furnish the following information to the County Council: (1) A review of the findings and data assembled in the 1996 report concerning the special improvement district to be constructed, to review any revisions based on recent findings and analysis; (2) The general character and extent of any improvement to be proposed; (3) The proposed method of assessment, whether on a frontage, area, or other basis; (4) Whether any new land will be deemed necessary to be acquired, and the estimated cost thereof, and the proportion of the cost which should be borne by the County of Hawaii; (5) The materials recommended to meet the conditions of improvement; (6) The boundaries of the proposed improvement district and any subdistricts and zones therein as to which different portions of the costs of improvements should be charged; (7) The estimated cost of the improvement, and the portions of the costs to be assessed against the lands specially benefited with the maximum unit of assessment to be made against each lot to be assessed; and (8) All necessary plans and other data, details, and specifications for the improvements and any other matters or details intended to apply thereto. The proposed improvement district, to be initiated by the Hawaii County Council, is for the design and installation of a water system for the Kona Coastview and Kona Wonderview subdivisions in North Kona that will meet with Department of Water Supply standards. Once completed, the system will be dedicated to the Department for operation and maintenance. 1. History, Recent Findings and Analysis The Kona Coastview and Kona Wonderview subdivisions, encompassing TMKs 7-3-013, 014,105,106, 022, 023, & 028, are located in North Kona approximately 2.5 miles north of the Mamalahoa Highway and Palani Road intersection (Exhibit 1). Kona Wonderview Subdivision (KWS), consisting of 132 RS -7.5 lots, was granted final subdivision approval on October 27, 1961. The Kona Coastview Subdivision (KCS), directly adjacent to the south of the KWS and consisting of 284 RS -15 lots, was developed in 6 phases. Final subdivision approvals were granted on October 21, 1963 (20 lots); May 20, 1964 (52 lots); January 28, 1966 (80 lots); July 21, 1967 (52 lots); January 2, 1968 (48 lots); and May 21, 1968 (32 lots). Both subdivisions were created prior to the enactment of the County Subdivision Code and were granted final subdivision approvals without water system improvements. Availability of Water to Subdivisions As part of the subdivision approval processes for both subdivisions, the County Planning and Traffic Commission, predecessor to the Planning Department, did not require any water system improvements because of the financial hardship of extending the existing waterline from the intersection of Palani Road and Mamalahoa Highway. In lieu of a county water system serving the new subdivisions, potable water to each lot was provided by individual catchment systems. In the early 1970s, the Department of Water Supply (DWS) extended a 12 -inch waterline from the inter -section of Palani Road and Mamalahoa Highway to Kalaoa, thereby, making water available to both subdivisions. In turn, the Kona Highlands Subdivision (KHS), directly adjacent to the north of the KWS with final subdivision approval granted in June 1971, was developed with a County dedicable water system. Consequently, water became available to KWS/KCS and Carl Matsumoto, proprietor of the Matsumoto Water Company, Inc. (MWC), was able to acquire eight (8) meters, consisting of seven (7) 5/8 -inch and one 2 -inch. These meters were located along the Mamalahoa Highway and within KHS. In order to provide services to KWS/KCS residences, MWC constructed its own private water system consisting of nonstandard polyvinyl (PVC), copper and galvanized pipelines ranging in sizes from 1'/4 -inch to 2 -inches; along with standard 6 -inch ductile iron pipelines. This system presently services approximately 158 residences within KWS/KCS. In 1971, another private water system, Kalaoa Water Company (KWC), acquired a 1'/2 -inch meter and began service to residences in KCS that presently services 54 residences. Concurrently, beginning in 1971, DWS also began issuing meters along Mamalahoa Highway and KHS. 2 DWS meters fronting Mamalahoa Hwy. (08101 DWS photo) "Spaghetti lines" entering subdivisions (08101 DWS photo) Private water purveyor signage (08101 DWS photo) Presently there are 123 residences serviced through DWS. As of November 1991, DWS has limited the availability of meters connected to the 12 -inch waterline along Mamalahoa Highway and only if space is available along the highway. Further, only one (1) meter was allowed per lot of record and no meters have been made available for `ohana' or `second dwellings'. As a consequence of meters being so far removed from actual residences serviced for all these water systems, a myriad of consumer waterlines traverse private properties and driveways. These waterlines or aggregation of water- lines, consisting mostly of PVC or high density polyethe-lene (HDPE) pipelines, are more commonly referred to as "spaghetti lines". For a DWS meter fronting a customer's lot, a `Policy & Conditions for Water Service (Premises not within service limits of the Department) ' agreement must be executed by the applicant. This agreement basically notifies the applicant that they are responsible to obtain all necessary easements and permits from any governmental agency or private individual that would be affected by the installation of the applicant's waterline. Time is of the essence to pursue the imple- mentation of a dedicable system for these sub divisions in order to ensure the health, safety and welfare of the residents. Milton Pavao, Manager, Department of Water Supply It is the assessment of the Department of Water Supply that repair and maintenance of these systems has been minimal and their demise is imminent. Considerations Given the imminent demise of the Matsumoto Water Company system, its nonconforming use of public roadway and drainage culvert easements, and, most importantly, the fact that there is no fire protection presently available within the subdivisions, time is of the essence to pursue the implementation of a dedicable system for these subdivisions in order to ensure the health, safety and welfare of the residents. Further, should a dedicable system be implemented, coupled with a new Kalaoa fire station in an adjoining subdivision, fire protection could be provided that would likely result in a reduction in fire insurance premiums for individual homeowners. Spaghetti lines traversing private property (DWS photo) Water lines placed inside storm drainage culverts (08101 DWS photo) Waterline pipe barely submerged beneath roadway (08/01 DWS photo) Existing Water Services Existing services to parcels within these subdivisions are either from the DWS 12 -inch waterline along Mamalahoa Highway or from two private water systems within the subdivisions. Within the Kona Coastview and Kona Wonderview subdivisions, there are 62 and 61 parcels, respectively, that have existing DWS meters. Included are seven (7) meters assigned to the Matsumoto Water Company along Mamalahoa Highway and within the Kona Highlands Subdivision that in turn service approximately 148 customers. The Kalaoa Water Company system has only one meter within the Kona Highlands Subdivision that services 54 parcels. Matsumoto Water Company Payment History Since 1973, when Matsumoto Water Company (MWC) began acquiring meters from the DWS, MWC has been simultaneously granting private meters to lots within KCS/KWS and charging monthly consumption fees. DWS has no concrete knowledge on the collection of those fees and their corresponding rate schedule. Delinquencies owed DWS began to appear as early as 1987, although DWS has consistently sent billings in a prompt manner. Realizing that the public health and safety of MWC's customers was at stake, DWS additionally attempted to cooperate with the MWC to ensure that its water bills were kept current. On July 18, 1991, a Stipulated Agreement (Civil No. 90-046K) between DWS and MWC was issued by the Third Circuit Court. The agreement basically stipulated: (a) all bills were current as of July 31, 1990; (b) no additional customers were to be hooked up; (c) all applicable fees and charges retroactive to April 6, 1987 were to be paid; and (d) bills were to be kept current. Unfortunately, MWC's delinquencies continued. Since that time, in an effort to assist MWC, DWS has proposed and instituted payment plans and attempted to secure financing plans through the mortgaging of MWC's real estate assets, all to no avail. Delinquencies have continued at such a rate that, as of July 2001, MWC is in arrears to DWS in the amount of approximately $180,000. Finally, as a last resort, DWS filed and was granted a Summary Judgement (Civil No. 97-197K) against MWC on May 10, 1998. The judgement authenticated DWS's 4 claims against MWC and enabled DWS the right to demand payment of delinquencies and penalties. Additionally, the judgement allowed DWS, in accordance with Rule 3, Section 3-11(2), DWS Rules and Regulations, the authority to discontinue service for nonpayment of bills. However, DWS, realizing that discontinuance of service to MWC would ultimately affect the health and safety of MWC's 158 customers, is reluctant to resort to this action. As a result, with continuation of DWS service despite ongoing MWC delinquencies, coupled with the untimely passing of Carl Matsumoto in 2001, the situation remains in an unsustainable state of flux. For the record, it is noteworthy that both private system purveyors — the Matsumoto Water Company and the Kalaoa Water Company — have informed DWS in writing of their strong support for installation of a county dedicable water system. In a letter dated March 21, 2002, Warren Matsumoto, manager of the Matsumoto Water Company, stated: "A new county system will give the homeowners accurate meter readings as well as fire and damage protection. Matsumoto Water Company will cooperate with the Board of Water and homeowners to make a smooth transition until a county system is in full operation. Please accept the full support of the Matsumoto Water Company." In a letter dated February 28, 2002, Clem Zierke, secretary/manager of the Kalaoa Water Company, stated: "The Kalaoa Water Company (a private, not for profit company) is in full support of the county moving ahead towards a water improvement district.... Kalaoa Water Company purchases water from the county and distributes it via an antiquated PVC pipe system. The system is roughly 40 years old and very cumbersome to maintain. It should be noted that there are NO fire hydrants in our entire area." Copies of these letters are appended to this report as Exhibit B. Governmental and Private Efforts Since the inception of both subdivisions, water service has been either provided through private catchment, private water systems, or from DWS. Realizing that these sources are either tenuous, expensive and, in most cases, non -conforming to County standards, DWS has sought to facilitate the installation and financing of a County dedicable water delivery system. Since 1981, numerous public/private meetings, discussions and correspondence between DWS and concerned residents of KCS/KWS have occurred in an attempt to resolve these issues. The persistent issue that stalemated efforts was the unwillingness of residents, collectively, to finance the cost of the improvements, coupled with the fact that DWS is not obligated by its governing policies to install dedicable water systems entirely at its own expense. Further, some residents took issue with DWS standards for such a system, disputing the types of construction materials and design specifications. It should be noted that while such materials and specifications do make construction costly, these requirements have been developed through long-term experience, specific to island conditions. To accept anything less would compromise DWS's ability to provide efficient, reliable, and cost effective water service to its customers. Formal efforts were first initiated by the County Council with its adoption of Resolution No. 149-93 on January 26, 1994, relating to the construction of permanent water system improvements to county standards by an Improvement District (ID), in accordance with Chapter 12, Hawai` i County Code. The resolution instructed the Chief Engineer to prepare and submit a report to the Council that outlined the affected area of the improvement district, the proposed method of assessment to homeowners, required improvements and their related costs. Subsequently, Ordinance No. 95-22 amended Chapter 12 of the Hawaii County Code and instead directed the Manager of DWS to prepare and submit such a report. The report (Communication No. 1216) was submitted by the DWS Manager to the Council on May 31, 1996. It estimated the costs of water system installation improvements to be $5.8 million to be assessed equally among the lot owners of both subdivisions. The proposed pro rata assessment to each lot owner was approximately $13,700. Upon receipt of this report, the Council adopted Resolution No. 352-96 on September 6, 1996, proposing to implement the improvements through a Council - initiated Improvement District. It specified the method of assessment, assessment bond requirements, and affected area of the ID. The resolution further called for a noticed public hearing, held at the King Kamehameha Kona Beach Hotel on November 1, 1996 at 6:30 p.m. to discuss the proposal, gain public input, and determine the residents' willingness to proceed with the ID process. In accordance with Chapter 12, if the public hearing did not elicit 50% objection from affected residents, the Council could have proceeded with the ID pursuant to Section 12-18 of the Hawai` i County Code. Public reaction to Resolution No. 352-96 was diverse. Some residents connected to DWS meters objected to the proposed assessment since they had already paid substantial costs to get water service. Several residents, realizing the tenuous conditions of private water systems in their subdivisions, favored proceeding with the ID. Other residents voiced concerns about the high cost of the ID and the method of assessment. The Council suggested greater communication and collaboration with the residents by the Council district representative. No real resolution was gained as a result of the public hearing and efforts to continue with the ID stalled. Nonetheless, the worsening state of the MWC system, coupled with community concerns, prompted a Special Informational Public Meeting sponsored by the Water Commission on the evening of May 25, 1999 at the King Kamehameha Kona Beach Hotel. Present were eight members of the Water Commission, Milton D. Pavao, Manager, DWS and five DWS staff, Ivan Torigoe, Deputy Corporation Counsel, private consultant Roy Takemoto, Fred Yamashiro, Menehune Development Company, USDA Rural Development State Director Francis Blanco, Ted Matsuo, USDA Rural Utilities Program Director, and approximately 62 members of the public. Kona Council staff Megan Mitchell represented Councilman J. Curtis Tyler, III. During the meeting, a myriad of funding options were presented to community residents. These included: (1) formation of an eligible community association to make an improvement district initiated by 60% of owners as outlined in § 12-14, Hawaii County Code; (2) a USDA loan/grant with the County of Hawai` i as the applicant, where the community repays the loan portion of the federal financing; (3) a private, non-dedicable, non- compliant water system; (4) a County improvement district financed entirely by a market rate bond; (5) a private, nonprofit corporation operating as a Local Utility District (LUD) recognized by the Public Utilities Commission; (5) establishment of a tax incre-went district to finance a water system; and (6) application by the County for a federal Community Development Block Grant to fund installation of a dedicable water system. Among the many options presented, a slight majority of residents (by show of hands) favored moving forward with establishment of a nonprofit entity to seek USDA loan/grant financing. However, ensuing efforts to form such a community entity foundered and no owner -driven petition to launch an improvement district was ever presented to the County Council. At a subsequent community meeting at the Old Airport Pavilion in Kona on October 20, 1999, a more resounding majority of KCS/KWS residents expressed strong support for renewed efforts to initiate an improve- ment district for the installation of a County dedicable water delivery system. To seize this momentum, DWS, realizing the reluctance of some residents to accept a high pro -rata assessment, the resistance of some residents that already had DWS - metered water service, and the imminent demise of the MWC system, took it upon itself to develop a strategic plan to: (1) reduce the pro -rata assessment; and (2) to ensure the repayment of the improvement district bond. A two-pronged plan was developed with funding sought from the USDA's Rural Utilities Service administered by the USDA Rural Development Office, coupled with a Council -initiated ID process to ensure loan repayment. Affordable Financing for an Improvement District The U.S. Department of Agriculture's Rural Utilities Service (RUS) administers a Water and Waste Water Disposal Loan and Grant Program to spur economic development and improve the quality of life in rural America. Direct loans are made to develop water and wastewater systems in rural areas and in cities and towns with populations of 100,000 or less. Funds are available to municipalities, counties, nonprofit corporations, special-purpose districts, cooperatives and Indian tribes. In allocating its grant/loan funds, USDA's Rural Utilities Service gives priority "to public entities, in areas with less than 5,500 people, to restore a deteriorating water supply, or to improve, enlarge, or modify a water facility 6 or an inadequate waste disposal facility." Accordingly, a newly installed county standard water delivery system to replace deteriorating, non -conforming private purveyor water systems in KCS/KWS is an appropriate and fit candidate for the RUS loan/grant program. Under the USDA Rural Development Program, respective portions of the funding would be from a loan repaid by the applicant, and an outright grant requiring no repayment. Eligibility for these funds and the respective portions of the funding, if eligible, are based on the median household income of KCS/KWS residents. The Department of Water Supply, as a public entity, may eligibly own, construct, operate, maintain and ensure repayment of the federal loan portion. Based upon a determination by the USDA Rural Development Office in Hilo in 1999, the proposed water system improvements within KCS/KWS and the median household income of KCS/KWS residents qualify for the USDA Rural Utilities Service loan -grant program. The applicant, DWS, would be responsible for repayment of the loan portion at favorable RUS loan terms with a maximum term of 35 years as permitted by state law at a (current) 4.75% to 5% interest rate. Adoption of a Council -initiated improvement district and subsequent ID bond ordinance for the loan portion would provide the legislative authorization for the project and would enable DWS to collect assessments to pay installments on the USDA loan and, if need be, place a lien on any property within the ID with delinquent assessments. Accordingly, pursuant to discussions with 8"' District Councilman Curtis Tyler, Resolution No. 270-00 was drafted and adopted in July, 2000 for the purpose of developing an updated improvement district report, cost estimate, and proposed assessment formula. In developing these elements for a newly proposed ID for KCS/KWS, every possible effort was made to (1) reduce the overall cost of the water system; and (2) to secure federal grant/loan financing to reduce assessments to homeowners. Whereas the cost of the water system proposed by Resolution No. 352-96 in 1996 was $5,781,200, with debt service estimated at 10.5% market rate for 20 years, the cost of the water installation system proposed in this report is $4,600,000, with debt service based upon USDA/RUS loan terms of 4.75% interest for 35 years. With no reduction in the estimated cost of construction materials or specifications, several factors contributed to the cost reductions reflected in this proposal. First, DWS decided to conduct project inspections "in- house" employing its own engineering staff, rather than by including this expense as a contracted cost item. Second, the cost of a "reserve fund," estimated at $528,600 in 1996, was eliminated entirely, as no reserve fund is required for a project funded through a general obligation bond. Third, the "hook-up" facilities charge also was elimin- ated from the project cost estimate and will, instead, be billed separately to homeowners upon completion of the system. To mitigate the impact of this expense for those homeowners who had paid a facilities connection charge for DWS metered service, the Department proposes to credit those homeowners who show documented receipt of prior facilities connection fee payment. Next, with support from the Mayor's Office and the assistance of Deputy Planning Director Roy Takemoto, the DWS proceeded to submit an application for financial assistance to the USDA. Rural Development Office in Hilo. On February 14, 2002 DWS received written confirm- ation from Lorraine Shin, Hawaii State Director of USDA's Rural Development Office, stating that "we are pleased to advise you that USDA Rural Development currently has an adequate loan and grant allocation to finance the referenced [KCS/KWS improvement district] project," based upon current State of Hawaii allocations including $3,900,000 in direct loan funds and $2,100,000 in grant funds. To expedite submission of its application for such USDA loan/grant funds, DWS elected to expend its own funds and contracted Inaba Engineering, Inc. to perform a preliminary engineering report and environmental assessment, as required by USDA. A copy of these documents is appended to this report in the completed "Pre -Application by the County of Hawaii Department of Water Supply Coastview/Wonderview Improvement District RECD Water and Waste Disposal Grant and Loan Program," dated March 28, 2002 ( Exhibit C). Pursuant to its submittal of this application, DWS received a letter of conditions (Exhibit D) from USDA 7 State Director Lorraine P. Shin on April 9, 2002 determining that the DWS application, estimated to cost of $4.6 million, would be based on "a loan not to exceed $2,776,400 and a grant not to exceed $1,823,600." Based upon the terms of this very favorable USDA loan/grant, the amount of the proposed improvement district general obligation bond will be $2,776,400. "By employing the financial assistance afforded by USDA's Rural Development program, the amount of proposed indebtedness ($2,776,400) to be borne by assessed owners in the proposed KCS/KWS improvement district is less than half the amountproposed in 1996 ($5,781,200). " Milton Pavao, Manager, Department of Water Supply It should be noted that a general obligation bond, to be paid by assessed KCS/KWS property owners, is specified in § 1780.14 of USDA/RUS Bulletin No. 1780, ("Project Selection Criteria") which states, in part: "Loans will be secured by the best security position practicable in a manner which will adequately protect the interest of RUS during the repayment period of the loan... Security, in the following order of preference, will consist of: (1) The full faith and credit of the borrower when the debt is evidenced by general obligation bonds; and/or (2) Pledges of taxes or assessments." Accordingly, employing the financial assistance afforded by USDA's Rural Development program, the amount of proposed indebtedness ($2,776,400) to be borne by assessed owners in the proposed KCS/KWS improvement district is less than half the amount proposed in 1996 ($5,781,200). Outreach to the KCS/KWS Community In partnership with the Mayor's Office and the Hawaii County Council, DWS organized a comprehensive presentation of its proposed improvement district at an evening public informational meeting held at Kealakehe Intermediate School on March 21, 2002. In an extraordinary effort to encourage attendance and elicit feedback, Mayor Harry Kim mailed personal letters of invitation to each of the 400+ property owners within KCS/KWS. The meeting was also noticed in a press release from the Mayor's Office and Deputy Managing Director Peter Young's weekly email. Over one hundred community residents attended the March 21" meeting. Following welcoming remarks by Mayor Kim, presentations were offered by Glenn Ahuna, representing DWS, Rory Flynn from the Legislative Auditor's Office, and Lorraine Shin and Ted Matsuo from the USDA Rural Development Office. Residents were briefed on the improvement district proposal developed by DWS and the advantages of USDA financing vs. a market rate bond, as last proposed in 1996. In a news story titled "County offers Coastview solutions for water woes ... residents favor federal grant to help secure water system," West Hawaii Today (3/22/02) reported: "Residents of Kona Coastview and Wonder - view subdivisions, beleaguered by years of poor water service, indicated Thursday night they would accept a county proposal that would culminate in a county -owned water system through the communities within three years. Almost all of the 100 residents who showed up ... raised their hands when asked if they were interested in participating in one of two proposals presented by the county. The meeting was also a rare occasion when all the key county decision makers stood before a community with a problem to offer solutions." Copies of the March 21, 2002 public meeting agenda and West Hawaii Today article are appended to this report as Exhibit E. Status of Enabling Legislation To further clarify and smooth the improvement district process, the Legislative Auditor's Office, in consulta- tion with the Finance Department, Office of the Corporation Counsel and bond attorneys, developed a bill to amend Chapter 12, Hawaii County Code, relating to improvement districts. That legislation, Bill 223, introduced by Councilman J. Curtis Tyler, III, allows for an increase in annual principal installments for an improvement district bond up to 35 years to secure loans from the U.S. government. It also specifies that a "condominium unit" may be subject to assessment in an improvement district and defines the reallocation of assessments if there is an increase in the number of assessment units resulting from annexation, subdivision or other means during the life of an improvement district. These amendments strengthen the improvement district process and, if adopted by the Council, should assist greatly in moving forward with the improvement district contemplated for KCS/KWS, as well as other projects in the future. 2. Character and Extent of Proposed Improvements The proposed improvement district, to be initiated by the Hawaii County Council, is for the design and construction of a water delivery system for property owners within the Kona Coastview and Kona Wonderview subdivisions in North Kona that will meet with Department of Water Supply standards. Once completed, the system will be dedicated to the Department for operation and maintenance. 3. Proposed Method of Assessment The total estimated construction and related cost for the KCS/KWS water system is $4.6 million (Table 1). The cost shall be borne entirely by the assessees and shall be divided equally among all assessed owners on a per assessment unit basis. It is determined that such assessees shall include the owners of 414 lots within KCS/KWS and 23 additionally assessed condominium property regimes (CPRS) within KCS. For reference, Exhibit F, `Proposed Assessment Roll Kona Coastview-Kona Wonderview Water Improvement District, " assembled by the Legislative Auditor's Office based upon tax roll data provided by the County's Real Property Tax Division, identifies the owners of properties and related TMK "assessment units" subject to assessment in the proposed improvement district. The cost of applicable facilities connection charge, which is subject to change, is not included in the cost estimate of the proposed water system improvements. Such charges shall be due separately to the Department of Water Supply upon hook-up to the completed water installation system. Credit shall be given to owners of parcels that already have service with DWS or have paid their facilities charge to the Department. In the latter case, where assessees have existing service from the private purveyors, it shall be their responsibility to prove that the required facilities charges have been paid to DWS prior to a credit being granted. For reference, a list of 119 lot owners to be credited for prior payment of the facilities connection charge was assembled by DWS and is appended to this report as Exhibit G. 4. Land and Rights -of -Way to be Acquired The new land and rights-of-way to be acquired in order to construct two 100,000 gallon concrete reservoirs at required elevations to maintain water pressure through- out the proposed water system improvement district are as follows: (a) An undeveloped parcel consisting of .4197 acreage, located at an elevation of 1,675', owned by Donald W. Judd, D. Wayne Judd and Nanette Judd, and identified by TMK No. 7-3-022:046. The net taxable land value of the parcel is currently assessed by the Real Property Tax Division at $73,600.00. (b) An undeveloped parcel consisting of .4041 acreage, located at an elevation of 1,140', owned by Shinobu and Joan H. Sato, and identified by TMK No. 7-3- 023:088. The net taxable land value of the parcel is currently assessed by the Real Property Tax Division at $72,900.00. Given the strict engineering specifications for the siting of reservoirs to meet the water use needs of residents and fire hydrant pressure standards, DWS considers itself fortunate to have identified two undeveloped and properties at suitable elevations for acquisition. However, in view of the high build -out within KCS/KWS, it is incumbent for the Department to have the authorization and financing to move forward with the purchase of these properties to lessen the likelihood and expense of condemnation proceedings should the proposed ID be delayed, requiring the acquisition of developed parcels at a later date. 5. Recommended Materials The materials recommended to meet the conditions of the water system improvements required for the KCS/KWS improvement district, to be built in conformance with the Department of Water Supply's Standards (Volumes 1 & 2), shall include, but not be limited to, the following: 9 1. 2 —100,000 gallon concrete reservoirs; 2. 15,000 lineal feet 6 -inch ductile iron pipeline; 3. 9,200 lineal feet 8 -inch ductile iron pipeline; 4. 3 — pressure reducing valves (PRV); 5. 33 — fire hydrants; and 6. 219 Type "C' service laterals. As part of the improvement, all existing meters and laterals will be removed and meters will be located to front each parcel. 6. Improvement District Boundaries The boundary of the proposed improvement district includes all of the existing lots within the Kona Coastview and Kona Wonderview subdivisions located in North Kona and contained in Tax Map Key Nos. 7-3- 013, 7-3-014, 7-3-015, 7-3-016, 7-3-022, 7-3-023 and 7- 3-028, with the exceptions of two adjoining parcels, TMK 7-3-022-001, a State of Hawaii highway remnant parcel, and TMK 7-3-022-002, a parcel located along Mamalahoa Highway with no frontage along Ahikawa Street within the Kona Coastview subdivision to locate a water meter fronting the property. For reference, a map titled "Proposed Coastview- Wonderview Water System Improvement District" (Exhibit A) is appended to this report and outlines the general character and extent of the proposed ID boundaries in color, the locations of 33 fire hydrants, pressure reducing valves, and the two .IOMg concrete reservoirs. 7. Estimated Cost of the Improvement The total estimated cost of the Kona Coastview-Kona Wonderview Water Improvement District, shown on Table 1, is $4.6 million. The cost shall be borne entirely by the assessees in the improvement district. Included in this cost are the surveying, engineering design, environmental assessment, and the purchase of two reservoir sites required for the water system. Funding for the project is proposed from the USDA's Rural Utilities Service Water and Waste Water Loan and Grant program through the USDA's State of Hawaii Rural Development Office. The amount of the loan ($2,776,400) and grant ($1,823,600) is based on the median income of the users within the improvement district. Table 1. WATER SYSTEM INSTALLATION COST ESTIMATE Kona Coastview & Kona Wonderview Subdivisions TM 7-3-013, 014, 015, 016, 022, 023 & 028 ITEM QUANTITY UNITS UNIT PRICE AMOUNT Am A. CONSTRUCTION COST Zone 1 (Elevation 1615' to 1628') $ 304,000 Engineering and Inspection (0%) $ 0 6" DI pipeline 3,000 linear ft. 80 $ 240,000 8" DI pipeline 2,200 linear ft. 90 $ 198,000 Appurtenances (5%) $ 500,000 $ 21,900 Zone II (Elevation 1628' to 1300') 4" DI pipeline 100 linear ft. 60 $ 6,000 6" DI pipeline 1,400 linear ft. 80 $ 112,000 8" DI pipeline 5,000 linear ft. 90 $ 450,000 0.10 million gal. Reservoir 1 ea 300,000 $ 300,000 Appurtenances (5%) $ 43,400 Zone III (Elevation 1300' to 1165') 6" DI pipeline 3,800 linear ft. 80 $ 304,000 8" DI pipeline 2,000 linear ft. 90 $ 180,000 PRV 3 ea 20,000 $ 60,000 Appurtenances (5%) $ 27,200 Zone IV (Elevation 1165' to 840') 6" DI pipeline 6,800 linear ft. 80 $ 544,000 0.10 million gal. Reservoir 1 ea 300,000 $ 300,000 Appurtenances (5%) $ 42,400 For entire subdivision(s) Fire hydrants 33 ea 4,000 $ 132,000 Type "C" service laterals 219 ea 2,000 $ 438,000 Chlorination 1 ea 50,000 $ 50,000 CONSTRUCTION COST $3,448,700 Contingency (10%) 344,900 TOTAL. CONSTRUCTION COST (Rounded Number) $3,800,000 B. RIGHT-OF-WAY ACQUISITION Land for 2 reservoir sites and transmission line (includes appraisals & title search) $ 300,000 TOTAL. RIGHT-OF-WAY ACQUISITION $ 300,000 C. OTHER COSTS Design and Survey (8%) $ 304,000 Engineering and Inspection (0%) $ 0 Environmental Assessment $ 20,000 Legal Fees (3%) $ 90,000 Bond Printing $ 3,000 Miscellaneous Costs (3%) $ 114,000 TOTAL. OTHER COSTS $ 500,000 D. TOTAL. ESTIMATE IMPROVEMENT DISTRICT COST $4,600,000 10 8. Necessary Plans, Data, Details and Specifications All necessary plans and other data, details, and specifi- cations for the improvements and any other matters or details intended to apply thereto are contained in the following exhibits appended to this report. "Pre -Application by the County of Hawaii Department of Water Supply Coastview/Wonderview Improvement District RECD Water and Waste Disposal Grant and Loan Program," dated March 28, 2002, Exhibit C. Letter of conditions from USDA State Director Lorraine P. Shin dated April 9, 2002, Exhibit D. "Proposed Assessment Roll Kona Coastview- Kona Wonderview Water Improvement District," compiled by the Legislative Auditor's Office based upon tax roll data provided by the County's Real Property Tax Division, Exhibit F. 4. List of 119 owners credited for prior payment of facilities connection charge to DWS, Exhibit G. 5. Map titled "Proposed Coastview/Wonderview Water System Improvement District," Exhibit A. Conclusion Given the imminent demise of the private water systems (Matsumoto Water Co. & Kalaoa Water Co.) within KCS/KWS, the untimely expiration of Carl Matsumoto, the absolute need for county standard fire protection throughout KCS/KWS, and the need to resolve a longstanding community infrastructure issue that has plagued KCS/KWS residents for nearly a decade, it is imperative that a County dedicable water system be constructed within these subdivisions. Within equivocation, it is the finding of this report that the proposed water improvement district fully meets the "public interest" standard specified in § 12-10(1), Hawai i County Code, to warrant adoption of a Council -initiated improvement district resolution. Moreover, given that all measures and proposals have been discussed exhaustively, and that the only feasible, enforceable and affordable plan to implement such a system is through a combined USDA loan/grant and a Council -initiated improvement district resolution, it is incumbent on the Council, DWS and all affected proper y,qwners to ensure that this effort goes forward. kilton�'.I'�y',�� D. Manager ater Supply PROPOSED COASTVIEW / WONDERVIEW WATER SYSTEM IMPROVEMENT DISTRICT F-.. , tm Kona Wonderview Subd. Kona -Coastview Subd. E March 21, 2002 Glenn Ahuna County of Hawaii Department of Water Supply YiR f milie; 1108 961-5080 Dear Mr. Ahuna_ =U It is my understanding that the Department of Water is in the process of presenting to the Kalaoa Subdivision Owners, a plan to upgrade the water systems to county standards. Matsumoto Water Company is in hall support of this plan The existing system was installed as a temporary system and was not expected. to handle so many customers as it is serving now. The existing system is over taxed and will continue to create problems due: to its overuse and above ground location. A new county system will give the homeowners accurate meter readings as well as fire and damage protection. Matsumoto Water Company will cooperate with the Board of Water and homeowners to make .a smooth transition until a county system is in full operation. Please accept the full support of the Matsumoto Water Company, Warren Matsumoto, Manager Matsumoto Water Company ry C>c� CO i1 N) 47- i_• TO: Milton Pavao Manager Department of Water Supply County of Hawaii Subject: Support Kalaoa Water Company 73-1018 Ahikawa Street Kailua-Kona, Hawaii 96740 Clem Zierke Secretary/Manager 808-325-6179 February 28, 2002 The Kalaoa Water Company (a private, not for profit company) is in support of the county moving ahead towards a water improvement district. We are in lower Coastview and are co -mingled with other users. (Matsumoto Water Company, Catchment, County and others). Kalaoa Water Company is 58 private water meters. Kalaoa Water Company purchases water from the county and distributes it via an antiquated PVC pipe system. The system is roughly 40 years old and very cumbersome to maintain. It should also be noted that there are NO fire hydrants in our entire area. I am the Secretary/Manager of Kalaoa Water Company and will be attending the March 21, 2002 meeting REG Clem Zierke. i*s r -- m Q DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII 345 KEKUANAOA STREET, SUITE 20 - HILO, HAWAII 96720 TELEPHONE (808) 961-8050 - FAX (808) 961-8657 March 28, 2002 Lorraine Shin, State Director Rural Development United States Department of Agriculture Hawaii State Office -Western Pacific Region Suite 311 Federal Building 154 Waianuenue Avenue Hilo, HI 96720 FEDERAL FINANCIAL ASSISTANCE APPLICATION NATER SYSTEM IMPROVEMENTS KONA COASTVIEW/WONDERVIEW SUBDIVISION NORTH KONA, HAWAII Enclosed are the revised application, Preliminary Engineering Report, Environmental Report, and other related documents for the subject project for your review. As you are aware, the responses of the residents at the March 21, 2002 Public Information meeting were very positive and the Department along with the County are anxious to ensure that this locally based effort become a reality, especially with federal participation. If you have any questions or need any additional information, please contact Mr. Glenn Ahuna of our Water Resources and, Planning Branch at 961-8070, ext. 260. GGA:pt Encs. Sincerely yours, 2- Mi'1t9n D. Pavao, P.E. Manager . ester 6ringj progreJ6... .................. CONTENTS PRE -APPLICATION BY THE COUNTY OF HAWAII DEPARTMENT OF WATER SUPPLY COASTVIEW/WONDERVIEW IMPROVEMENT DISTRICT DECD Water and Waste Disposal Grant and Loan Program 1. Application for Federal Assistance (SF -424.2) 2. Organization Documents (excerpt of Hawaii County Charter) 3. Audited Financial Statement , 4. Credit Elsewhere Certification (RUS 1780-22) 5. Preliminary Engineering Report 6. Environmental Report , 7. Filed application for State intergovernmental review 8. Community meeting documentation APPLICATION FOR OMB Approval No. 0348-0043 'ECERAL ASSISTANCE 2. DATE SUBMITTED Applicant Identifier March 28; 2002 1. TYPE OF SUBMISSION: 3. DATE RECEIVED BY STATE State Application Identifier A plication Preapplication 4. DATE.RECEIVED BY FEDERAL AGENCY Federal Identifier Construction Construction Non -Construction Non -Construction 5. APPLICANT INFORMATION - Legal Name: Organizational Unit Department of Water Supply County of Hawaii Department of Water Supply Address (give city, county, State, and ziD code): Name and telephone number of person to be contacted on matters invohrin 345 Rekuanaoa Street, Suite 20 this application (givearea code) Hilo, HI 96720 Glexgn G. Ahuna X808)961-8070 x260 6. EMPLOYER IDENTIFICATION NUMBER (EIN): 7. TYPE OF APPLICANT: (enter appropriate leiter in box) 9 9 r6_10 10 10 17 12 15 A. State H. Independent School Dist. B. County I. State Controlled Institution of Higher Learning 8. TYPE OF APPLICATION: New Continuation Revision C. Municipal J. Private University D. Township K. Indian Tribe if Revision, enter appropriate letters) in box(es) F� F] E. Interstate L. Individual F. Intermunicipal M. Profit Organization A. Increase Award B. Decrease Award C. Increase Duration G. Special District N. Other (Specify) D. Dedrease Duration Other(specify): 9. NAME OF FEDERAL AGENCY: U.S. Department of Agriculture, Rural Utility Service 10. CATALOG OF FEDERAL DOMESTIC ASSISTANCE NUMBER: 11. DESCRIPTIVE TITLE OF APPLICANT'S PROJECT: 1 0— FFF-0-1 F6—0-1 Coastview/Wondelview Improvement District TITLE: Water/Waste Disposal Grant/Loan 12 AREAS AFFECTED BY PROJECT(Cities, Counties, States, eta): County of Hawaii 13. PROPOSED PROJECT 14. CONGRESSIONAL DISTRICTS OF: Start Date. Ending Date a. Applicant b• Prof 07/2002 03/2004 Hawaii District 2 Hawaii District 2 15. ESTIMATED FUNDING: 16. IS APPLICATION SUBJECT TO REVIEW BY STATE EXECUTIVE ORDER 12372 PROCESS? a. Federal $ 4,600,000 rY. YES. THIS PREAPPUCATION/APPL1CATlON WAS -MADE AVAILABLE TO THE STATE EXECUTIVE ORDER 12372 b. Applicant $ 00 0 PROCESS FOR REVIEW ON: c. State $ DATE d_ Local $ 0' b. No. lT PROGRAM IS NOT COVERED BY E. O. 12372 ® OR PROGRAM HAS NOT BEEN SELECTED BY STATE e. Other $ 00 FOR REVIEW, Program Income 00f. $ 17. IS THE APPLICANT DELINQUENT ON ANY FEDERAL DEBT? Yes If -Yes,- attach an explanation. No g. TOTAL 00 $ 4,600,000 18. TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL DATA IN THIS APPLICATIONIPREAPPLICATION ARE TRUE AND -CORRECT, THE DOCUMENT HAS BEEN DULY AUTHORIZED BY THE GOVERNING BODY OF THE APPLICANT AND THE APPLICANT WILL COMPLY WITH THE ATTACHED ASSURANCES IF THE ASSISTANCE IS AWARDED. a, Type Name of Authorized Representative b. Tltle c. Telephone Number -' Tilton D. Pavao, P.E. Manager (808) 961-8660 gnature of Authorized Representative e. Date Signed gr �,r Previous Edition Usable Authorized for Local Reproduction otanuaru roan stew krwv. ,-ar Prescribed by OMB Circular A-102 z 0 O _z F - w D co N B io h O C 0 LU LU 0 .a d IL 0 O 0 0 O 0 0 0 0 0 0 O 0 0 O O O O o 0 0 0 O a 0 0 O O 0 a 0 0 0 0 a o 0 0 O 0 0 0 0C) W 0 O Il- LO O to 00 N O p O U m G M �' D7 ti M O O N M d7 V7 00 Lci O O C0 O N M co co m 3 c M V C O E N Q O � a �U Li ai m ly U m Sf? 64 6g 69 ff} Sfii 6} 669 Eg Hi SA SR- SA 69 6¢3 es Ft3 t_ rn O O O O O O O O O O O O O 0 O O = O O O O O O O O O O O O O O O O N m w � CN O p Q C Q �i p z Ci s" a o �CL It i m N � 0_0 X a T m - y 7 I oho C] 6.x 69. 64 C43 6f} 60D. 6R• 6R 69• 4&s 69 69 V4 SA U! . 69 0 � U � r O O O O O O O O O O Cl O O O O O O O O O O O O O O O O O OCL O O O (7 C 0 00 OO o0 CD O 1010 O C) CD O O O O O m O ti O CD a0 N O O z a H in M O ti co O O Nm (o �7 00 r p 0 L4 y m U N cl 0 ro m m t w_ m m u. m 03 m C p m Q 69 4A 69• 1 6% 1 6.9. 1 S•Pr 69 4R. 69 6f3 N3 - 63 U., Sia 6p4 (Al is E cpi 'D Gti o y 3 IV (j O 05 m y C'7 y ca az O r m m °�� m m CL tq Q CL C y U U U3 m m -. D Q ai CD co 3 R a `� ` t� U cii x yo-'- O m .6 `m m 0 C m m 03 (D E U)y o C W U cm to C lc C i0 rn >O O T y m C (O 'a) O O C U N _� m W U) O _0 C ` C m ' N C N L E U m -M 0, U N U m O` m U O U � y O �. ca LU '9 N w CD > 7 N a) 0. N C O J U J 0 O .— 'o tcn 2 O U C O O CJ N m C H N - 4 U C ..�. •C y O w m m U 0 —3: `O-' Q m Q O 0 Q 5 v E c U t o 0 E c m D 0 Q e a ti Q Q O u5 o 0 w un U r) CLum.. 0 �? Lu O Z r N (`') 4 lf) O n tb 1 0) r r r r N B io h O C 0 LU LU 0 .a d IL SUMMARY PROJECT DESCRIPTION COASTVIEW/WONDERVIEW IMPROVEMENT DISTRICT North Kona District, Island and County of Hawaii Applicant The applicant is the County of Hawaii Department of Water Supply. Under the County Charter, the Department of Water Supply is a semi -autonomous department consisting of a water board, manager, and necessary staff. The applicant proposes to construct a County water system to replace substandard water systems in two adjoining subdivisions in Kona—Kona Coastview Subdivision ("Coastview") and>Kona Wonderview Subdivision ("Wonderview"). The benefited owners within these subdivisions would participate in the financing of this new water system through an improvement district. A general obligation bond would secure the Rural Development loan. Project Location The Coastview and Wonderview Subdivisions are located in Kalaoa 3, District of North Kona, island and County of Hawaii (TMKs 7-3-013, 014, 105, 106, 022, 023, & 028), approximately 2.5 miles north of the Mamalahoa Highway and Palani Road intersection (Exhibit 1). Wonderview, created in 1961, consists of 132 residential lots. Coastview, developed in 6 phases from 1963 through 1968, consists of 284 residential lots. Some of the lots in both subdivisions have been further "subdivided" as condominiums ("CPR units"). The total meters (one meter per lot and CPR unit) is 438. The water system will be constructed entirely within existing County rights-of-way and reservoir sites to be acquired. The service area will be a part of the County's North Kona Water ,System. The service area is within the Census Tract 215.01 (Exhibit 2). According to the 1990 census, the population of this census tract is 6,486 persons, with a median household income of $42,157. Although the service area is zoned Agricultural (A -5a), the lots are predominantly 7,000 to 20,000 s.f. and are considered legal nonconforming lots. Purpose and Need The residents of Coastview and Wonderview receive their water from one of three sources: individual catchment system, private water system, or County system. There are two private water systems: Matsumoto (158 services) and Kalaoa (54 services). The source for both private systems is the County system through a master meter located on Mamalahoa Highway. Several of those directly receiving County water also have their meters located on Mamalahoa Highway. As a consequence of the meter being so far removed from the actual residence it services for all these water systems, a myriad of consumer waterlines traverse private property and public rights-of-way. These waterlines or aggregation of waterlines, consisting mostly of PVC or high density polyetheiene (HDPE) pipelines, are more commonly referred to as "spaghetti lines". Other types of transmission lines include copper and galvanized pipelines ranging in sizes from 1 V, -inch to 2 - inches, along with standard 6 -inch ductile iron pipelines. These existing water lines do not have the capacity to provide fireflow. The need for a replacement system heightened with the delinquency of the Matsumoto system to pay DWS's water bill. The delinquencies began in 1987 and continues to this day. DWS filed and was granted a Summary Judgement (Civil No. 97-197K) against Matsumoto on May 10, 1998 that authenticated DWS's claims against Matsumoto and enabled DWS the right to demand payment of delinquencies and penalties. This judgement further allowed DWS, in accordance with Rule 3, Section 3-11(2), DWS Rules and Regulations, the authority to discontinue service for nonpayment of bills. However, DWS, realizing that discontinuance of service to Matsumoto would ultimately affect the health and safety of Matsumoto's 158 customers, has withheld severing service and has sought a more far-reaching solution. The residents resisted previous attempts at establishing an improvement district due to the high pro rata cost. The Rural Development loan/grant program has brought the costs within the affordable range of the residents. Project Description The North Kona Water System utilizes groundwater sources. The water supply is monitored and treated in compliance with the State of Hawaii and EPA Safe Drinking Water standards. The proposed project will consist of two 0.10 MG reservoirs, approximately 24,3001.f. of ductile iron water lines (1001.f. 4", 15,000 l.f..6", 9,200 Lf. 8"), and one pressure reducing valve. Fire hydrants spaced 600' apart will also be provided. The existing substandard water lines may be abandoned in place. The estimated construction cost is $3.8 million, which is 83% of the total development cost of $4.6 million. Ll cis x w C'UUNTY uHAR7TA 11 CuUNI Y () APHru, IM: A', with the administrative affairs of the department. (Added 2000 Charter Amend. 3) ARTICLE VIII DEPARTMENT OF WATER SUPPLY (Ed. note: Changes to this chapter took effect on December 4, 2000.) Section 8-1. Organization. There shall be a semi -autonomous department of water supply consisting of a water board, manager and the necessary staff. (Amended Gen. Elec. 2000 Charter Amend. 9) Section 8-2. Water Board. The water board shall consist of nine members who shall be appointed by the mayor with the approval of the council in the manner prescribed in section 13-4. One member shall be a resident of each council district. The manager of the department of water supply, the planning director and [the director of public works] of the county or their designated representatives shall serve as ex -officio members of the water board without power to vote. The water board shall: (a) Manage, control and operate the waterworks of the county and all property thereof. (b) Adoptrules and regulations which shall have the force and effect of law relating to the management, control, operation, preservation and protection of the waterworks of the county. (c) Adopt an annual operating and capital budget for the department, subject to the hearing and advertising provisions of section 10-4. (d) Have the power to acquire by eminent domain, purchase, lease or otherwise, and to sell, lease or otherwise convey real property in the name of the water board. (e) Have the authority to issue revenue bonds under the name of the water board. (f) Have such other powers and duties as may be provided by law. (Amended 2000 Charter Amend. 7 and 9. Ed. note: Pursuant to 2000 Charter Amend. 7, the title of "chief engineer" was changed to "director of public works.) Section 8-3. Manager and Deputy. The manager of the department of water supply shall be appointed by the water board and may be removed by the water board. The deputy shall be appointed by the manager with the confirmation of the water board and may be removed by the manager with the approval of the water board. The manager shall be a registered engineer and shall have had a minimum of five years' experience in an administrative capacity. (Amended 2000 Charter Amend. 7 and 8) Section 8-4. Plater Fund. There shall be established a separate water fund which shall be utilized solely for water purposes. State and federal water grants or appropriations and revenues from operation of the water system shall be included in the water fund, Section 8-5. Administrative Supervision. The department of water supply shall come under the general supervision and control of the mayor, through the managing director. (Amended 2000 Charter Amend. 2) ARTICLE IX PROSECUTING ATTORNEY Section 9-1. Election and Term of Office. The prosecuting attorney shall be elected for a term of four years, which term shall commence at twelve o'clock meridian on the first Monday of December following the election. Section 9-2. Qualifications. The prosecuting attorney shall be an attorney licensed to practice and in good standing before the Supreme Court of the State of Hawaii. The prosecuting attorney shall be a citizen of the United States of America and shall have been a duly qualified elector of the K DEPARTMENT OF WATER SUPPLY COUNTY OF JH[A.WA.II Financial Statements June 30, 1999 and 1998 (With Independent Auditors' Report Thereon) P P.O. Box 4150 Honolulu, HI 96812-4150 Independent Auditors' Report To the Water Commission of the County of Hawaii: We have audited the accompanying balance sheets of the Department of Water Supply, County of Hawaii (Department), as of June 30, 1999 and 1998, and the related statements of operations and retained earnings, and cash flows for the years then ended. These Financial statements are the responsibility of the Department's management. Our responsibility is to express an opinion on these financial statements based on our audits. We conducted our audits in accordance with generally accepted auditing standards. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free of material misstatement: An audit includes examining, on a test basis, .evidence supporting the amounts and disclosures in the financial statements. An audit also includes assessing the accounting principles used and significant estimates made by management, as well as evaluating the overall financial statement presentation. We believe that our audits provide a reasonable basis for our opinion. In- our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of the Department of Water Supply, County of Hawaii, as of June 30, 1999 and 1998, and the results of its operations and its cash flows for the years then ended in conformity with generally accepted accounting principles. The Year 2000 supplementary information on page 15 is not a required part of the financial statements, but is supplementary information required by the Governmental Accounting Standards Board, and we did not audit and do not express an opinion on such information. Further, we were unable to apply to the information certain procedures prescribed by professional standards because of the nature of the subject matter underlying the disclosure requirements and I because sufficiently specific criteria regarding the matters to be disclosed have not been established. In addition, we do not provide assurance that the Department is or will become Year 2000 compliant, that the Department's Year 2000 remediation efforts will be successful in whole or in part, or that parties with which the Department does business are or will become Year 2000 compliant. MC�_, LEP October 13, 1999 DEP,iRT(Y1TNT OF WATER SUPPLY COUNTY OF RAWAIT Balancc Sheets June 30, 1999 and 1993 Assets 1999 1998 Current assets: Imprest and change fund $ 9,397 13,617 Cash and cash equivalents (note 3) 277,60E 235,636 Investments (note 3) 1,299,237 1,759,302 Trade receivables, less allowance for doubtful accounts of $587,000 and $425,000 in 1999 and 1995, respectively 2,025,920 1,855,569 Interest receivable on investments 177,598 205,26.7 Other receivables 51,473 15,294 Inventories of materials and supplies 539,474 449,343 Prepaid expenses 3,176 15,009 Total current assets 4,383,883 4,549,037 Restricted assets (notes 3 and 5): Cash and cash equivalents 77,000 Investments 24,081,635 25,283,680 Total restricted assets 24,158,635 25,283,680 Loans receivable (note 4) 512,025 — Fixed assets (note 8): Utility plant in service 202,083,414 192,263,839 Less accumulated depreciation (72,499,243) (65,603,735) 129,584,171 126,660,1.04 Construction work in progress 16,561,239 16,081,404 Net fixed assets 146,145,410 142,741,508 Deferred charges: Preliminary survey and investigation charges 4,530,902 5,123,437 Other 77,178 87,330 Total deferred charges 4,608,080 5,210,767 $ 1.79,808,033 177,784,992 (Continued) UEPAR FMli',Yr Q(r WA,rl-i,R SUPPLY COUNTY OF HAW:Al[t Balance Sheets .Iunc 30. 1999 and 1995 Liabilities and Equity Current liabilities: Warrants payable Accounts and construction contracts payable, including retainages Long-term debt, current portion (note 9) Accrued compensation and vacation pay Customers' deposits for service connections Accrued interest payable Total current liabilities. Accrued workers' compensation (note 10) Customers' deposits payable from restricted assets (note 5) Long-term debt, excluding current portion (note 9) Total liabilities Equity: Contributed capital (note 7) County of Hawaii Net contributions in aid of construction Total contributed capital Retained earnings: Reserved for construction Unreserved Total retained eamings Total equity Commitments and contingent liabilities (notes 6 and 10) See accompanying notes to financial statements_ 1999 S 351,228 1,341,151 904,900 1,392,716 282,640 115,377 1998 384,758 814,163 888,500 1,383,694 215,446 99,436 4,388,012 3,785,997 170,000 170,000 9,278,417 8,924,701 11,395,950 1 1,896,850 25,232,379 24,777,548 1,132,683 1,132,683 104,928,992 107,152,850 106,061,675 108,285,533 16,744,496 18,192,456 31,769,483 26,529,455 48,513,979 44,721,911 154,575,654 153,007,444 S 179,808,033 177,784,992 DEPART[NIENT OF WATER SUPPLY COUNTY OF HAWAU Statements ol'Operations and Retained Carnin`s Years ended June 30, 1999 and 1998 Operating revenues Operating expenses: Power and pumping Maintenance and repairs General and administrative Purification Customers' accounting and collecting Transmission and distribution Source of supply Depreciation Total operating expenses Operating income (loss) Nonoperating revenues: Interest Other Total nonoperating revenues Nonoperating expenses: Interest on long-term debt — net of capitalized interest of $2,139 and $17,092 in 1999 and 1998, respectively Loss (gain) on disposal of property Other Total nonoperating expenses Net income (loss) Add depreciation on contributed utility plant (note 7) Increase in retained earnings Retained earnings at beginning of year Retained earnings at end of year See accompanying notes to financial statements. 1999 S 20,476,091 6,517,366 2,786,856 2,759,478 1,069,934 957,104 83 6,21 1 79,629 7,186,663 22,193,241 (1,717,150) 977,067 279,519 1,256,586 696,173 49,676 83,927 829,776 (1,290,340) 5,082,408 3,792,068 44,721,911 $ 48,513,979 1998 20,365,500 6,948,033 1,899,1 19 2,903,204 979,328 850,581 720,979 78,313 5,23 8,626 19,618,183 747,317 1,118,592 90,891 1,209,483 728,658 (10,738) 12,446 730,366 1,226,434 . 3-, 850,3 90 5,076,824 39,645,087 44,721,911 DEP.1R"I'Ib1LNT OF WA.'rLR SUPPLY COUNTY OF HAWAII Statements ofCash Flows Years cndcd June 30. 1999 and 1998 Operating activities: Cash received from customers Cash payments to suppliers for roods and services Cash payments to employees for services Net cash provided by operating activities Capital and related financing activities: Principal paid on long-term debt Proceeds from bond issue Interest paid on long-term debt Proceeds on sale of fixed assets Acquisition and construction of capital assets Capital contributions Net cash used in capital and related Financing activities Investing activities: Purchase of investments Proceeds from sale and maturities of investments Interest on investments Net cash provided by investing activities Net increase in cash and cash equivalents Cash and cash equivalents at beginning of year Cash and cash equivalents at end of year Reconciliation of operating income (loss) to net cash provided by operating activities: Operating income (loss) Depreciation Provision for uncollectible accounts (Increase) decrease in assets: Trade receivables Other receivables Inventories of materials and supplies Prepaid expenses Loans receivable Increase (decrease) in liabilities: Warrants payable Accounts and construction contracts payable Other liabilities Net cash provided by operating activities 1999 S 21,017,817 (10,536,974) (4,689,201) 5,791,642 (888,500) 404,000 (680,232) 8,956 (8,482,763) 1,294,803 ( 8,343,736) (71,380,603) 73,042,713 1,004,736 2,666,846 114,752 249,253 S 364,005 S (1,717,150) 7,186,663 214,963 (385,314) 243,340 (90,131) 11,833 (512,025) (33,530) 526.,988 346,005 1998 20,750,001 (10,157,885) (4,513,418) 6,078,698 (860,500) 118,350 (733,992) 17,272 (6,438,834) 1,523,504 (6,374,200) (82,140,840) 81,400,839 1,105,943 365,942 70;440 178,813 249,253 747,317 5,238,626 114,953 (190,677) (15,294) 52,842 301 (311,625) (32,581) 474,836 S 5,791,642 6,078,698 Noncash capital activities — In fiscal 1999 ane! 1995, the Department received S 1,563,747 and 53,612,602, respectively, of infrastructure as contributions in aid ol'constr�_ction. See accompanying notes to Financial 4 DEPARTNIENT OF WATER SUPPLY CO NTY OF UAWAII Notes to financial Statements Years ended June 30, 1999 and 1998 (1) Administration The Department of Water Supply, County of Hawaii (Department), is administered by the Water Commission, which consists of nine members who serve staggered terms of five years in length. Commissioners are appointed by the Mayor of the County of Hawaii (County) and are confirmed by the County Council, as required by the County Charter. (2) Summary of Significant Accounting Policies (a) Financial Statement Presentation and Basis of Accounting The Department is a component unit of the County (the primary government). The accompanying financial statements present only the activities of the Department and do not include other organizations, activities and functions of the County. The accompanying financial statements are prepared on the accrual basis of accounting, whereby revenues and expenses are recognized in the period earned or incurred. The measurement focus is on the determination of revenues, expenses, financial position, and cash flows. The Department follows Governmental Accounting Standards Board (GASB) Statement No. 20, Accounting and Financial Reporting for Proprietary Funds and Other Governmental Entities that use Proprietary Fund Accounting (Statement 20). Under Statement 20, the Department applied all applicable Financial Accounting Standards Board pronouncements and Accounting Principles Board Opinions, issued on or before November 30, 1989, unless those pronouncements conflicted with or contradicted Governmental Accounting Standards Board pronouncements. The Department does not apply Financial Accounting Standards Board Statements and Interpretations issued after November 30, 1989. (b) Utility Plant Utility plant in service as of January 1, 1950, date of inception of the Department, was recorded at cost of the assets acquired by the County for its water system from January 1, 1924 to December 3I, 1949, less accumulated depreciation to December 31, 1949 as determined by the Department. Assets purchased prior to 1924 and property acquired` by gift or grant prior to 1950 are not included in utility plant. Additions to utility plant since January 1, 1950 are stated at cost and include contributions by governmental agencies, private subdividers and customers at their cost or estimated cost. Construction costs include amounts for contract work, engineering supervision and other direct costs and overhead costs. Construction period interest is capitalized on -utility plant constructed with tax exempt debt. Maintenance and repairs and minor replacements are charged to operations. Major replacements, renewals and betterments are capitalized to utility plant accounts. .................... ..................... (Continued) DEPA.RTitiIENT OF WATER SUPPLY COUNTY OF PIAWAII Notes to Financial Statements Years ended June 30, 1999 ;incl 1998 Provision For depreciation is computed using the straight-line method. Annual depreciation rates are applied to costs of the various classes of depreciable plant on the group basis or, as to transportation equipment, to the cost of individual units of property. Depreciation on contributed assets is charged to contributions in aid of construction. Gains or losses resulting from the sale, retirement or disposal of utility plant in service are charged or credited to operations in the year realized. (c) Inventories of Materials rind Supplies Materials and supplies are stated at cost on an average cost basis. (d) State of Hawaii Appropriations State of Hawaii appropriations for capital improvement projects are recorded as contributions in aid of construction as allotments are received. (e) Restricted Assets Funds received by the Department which are refundable or restricted as to use are recorded as restricted assets. (/) Unbilled Water Revenues Water revenues are recognized as billed on a cyclical monthly or bimonthly basis. Unbilled water revenues are not accrued as receivables at year end since the effect on income is not significant. (g) Facilities Charges In addition to an installation charge, a facilities charge is levied on certain new service connections. Such Facilities charges are recorded as contributions in aid of construction. (Ir) Cash and Cash Equivalents For purposes of the statements of cash flows, the Department considers all highly liquid investments (excluding restricted assets) with a maturity of three months or less when purchased to be cash equivalents. (i) Investments GASB Statement No. 31, Accounting and Financial Reporting for Certain Investments and for External Investment Pools, establishes Fair value standards for certain types of financial instruments_ All of the Department's investments fall into categories that can be valued by cost -based measures_ Investments are comprised of nonparticipating interest—earning investment contracts (time certificates of deposit). These investments are stated at amortized cost. D.EPAR'I ME,,NT OF WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Ycars ended June 10. 1999 and 1995 6) Compensated Ahsences Employees earn vacation credit at the rate of one and three-quarter working days for each month of service. Up to ninety days of vacation leave credits can be accumulated per employee. In addition, employees who work overtime can elect to take compensatory time off instead of overtime pay. The time off is earned at the rate of one and a half hours for each hour of overtime worked. Both compensatory time off and vacation credits are converted to pay upon termination of employment. Accrued vacation at June 30, 1999 and 1998 amounted $1,054,450 and $1,031,785, respectively. Sick leave accumulates without limit. Sick leave can be taken only in the event of illness and is not convertible to pay upon termination of employment. Accumulated sick leave at June 30, 1999 and 1998 amounted to $2,939,091 and 52,851,090, respectively. (k) Use of Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. (1) Reclassifications Certain 1998 amounts were reclassified to conform with the 1999 presentation. Such reclassifications had no effect on the previously reported results of operations. (3) Deposits and Investments Cash collected by the Department is deposited in separate accounts maintained with the County's Treasury. At June 30, 1999 and 1998, information relating to the insurance and collateral of the Department's cash deposits was not available, since such information is determined on a county -wide basis and not for individual departments or divisions. Complete information on a county -wide basis is contained in the County's Comprehensive Annual Financial Report. Hawaii Revised Statutes authorize the County to invest, with certain restrictions, in obligations of the State of Hawaii or the United States, federally insured savings accounts, and time certificates of deposits with federally insured banks and savings and loans associations authorized to do business iii the State of Hawaii, provided that all deposits are fully insured or collateralized. At June 30, 1999 and 1998, cash .and time certificates of deposit of $2.5,735,480 and 527,278,618, respectively, were held by the County on behalf of the Department. These balances were fully insured or collaterr.iizcd with securities held by the County's agent in the County's name. DEPARTiti1EtNT OF WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Years ended .lune 30, 1909,111d 1995 (4) Loans Receivable At June 30, 1999, loans receivable I-roni various community associations for water system improvements consisted of the following: Paauilo Camp Community Association - interest at. 4.5%, due in semi-annual installments of $9,323 through 2033 $ Ookala Community Association - interest 4.5%, due in semi-annual installments of $3,373 through 2033 Paauhau Village Community Association - interest at 4.5%, due in semi-annual installments of $9,413 through 2033 $ There were no loans receivable outstanding at June 30, 1998. (5) Restricted Assets 322,650 112,375 77,000 512;025 At June 30, 1999 and 1998, restricted assets, consisting of cash and cash equivalents and investments, were held for payment of the following: (6) Employees' Benefit Plans (a) Pension Plan All full-time employees are eligible to participate in the Employees' Retirement System of the State of Hawaii (System), a cost-sharing multiple -employer public em.plo.yee retirement plan. The System was established by Chapter 88 of the Hawaii Revised Statutes (HRS) and is governed by a Board of' Trustees. The System consists of a contributory retirement plan and a noncontributory retirement plan. Eligible employees, in service and a member of the existing contributory plan on June 30, 1984, were given an option to remain in the existing plan or join the noncontributory plan, effective January 1, 1985. All new eligible employees hired alter June 30, 1984 who are covered by Social Security, generally become members of the noncontributory plan. Both plans provide death and disability benefits and a cost of livings adjustment. In the contributory plan, employees may elect .................................. ............................... 1999 1998 Construction deposits and reserve $ 16,821,496 18,192,456 Water commitment deposits 6,216,275 5,992,925 Insurance reserve 1,000,000 1,000,000 Other customer deposits 120,864 98,299 Total restricted assets $ 24,158,635 25,283,680 (6) Employees' Benefit Plans (a) Pension Plan All full-time employees are eligible to participate in the Employees' Retirement System of the State of Hawaii (System), a cost-sharing multiple -employer public em.plo.yee retirement plan. The System was established by Chapter 88 of the Hawaii Revised Statutes (HRS) and is governed by a Board of' Trustees. The System consists of a contributory retirement plan and a noncontributory retirement plan. Eligible employees, in service and a member of the existing contributory plan on June 30, 1984, were given an option to remain in the existing plan or join the noncontributory plan, effective January 1, 1985. All new eligible employees hired alter June 30, 1984 who are covered by Social Security, generally become members of the noncontributory plan. Both plans provide death and disability benefits and a cost of livings adjustment. In the contributory plan, employees may elect .................................. ............................... DEPARTMENT Or WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Years ended June 30, 1999 and 1998 normal retirement at age 55 with 5 years of credited service or elect early retirement at any age with 25 years of credited service. Such employees are entitled to retirement benefits, payable monthly for life, of 2% of their average final salary, as defined, for each year of credited service. Benefits fully vest on reaching five years of service; retirement benefits are reduced for early retirement. In the noncontributory plan, employees may elect normal retirement at age 62 with 10 years of credited service or at age 55 with 30 years of credited service, or elect early retirement at age 55 with 20 years of credited service. Such employees are entitled to retirement benefits, payable monthly for life, of 1.25% of their average Final salary, as defined, for each year of credited service. Benefits fully vest on reaching ten years of service; retirement benefits are reduced for early retirement. The System issues a Comprehensive Annual Financial Report that may be obtained by writing to the Employees' Retirement System of the State of Hawaii, 201 Merchant Street, Suite 1400, Honolulu, Hawaii 96813. All funding requirements are established by Chapter 88, HRS, and can be amended by the state legislature. Covered contributory plan employees are required to contribute 7.8% of their salary to the plan; the Department is required to contribute the remaining amounts necessary to pay contributory plan benefits when due. The Department is also required to contribute all amounts necessary to pay noncontributory benefits when due. The Department's contribution requirements are actuarially determined based on actuarial assumptions established by Chapter 88, HRS. Contributions for the year ended June 30, 1997 were borne by the County. Effective July 1, 1997, the Department is responsible for funding its own contribution. The Department's contribution to the System for the years ended June 30, 1999 and 1998 was $299,011 and 5603,245, respectively, equal to the required contribution for the year. (b) Deferred Compensation Plan All full -tune employees are eligible to participate in the County's Public Employees' Deferred Compensation Plan (Plan), adopted pursuant to Internal Revenue Code Section 457. The Plan permits eligible employees to defer a portion of their salary until future years by contributing to a fund managed by a plan administrator. The deferred compensation amounts are not available to employees until termination, retirement, death or unforeseeable emergency. 1 n ((nnr;ni if-ri\ ................................. _ ...... _......... DFPAR7VTF�NT OF WATER SUPPLY COUNTY OF ll"\ VAII Notes to I-inanciat Statements Years ended June 30, 1999 and 1998 (7) Contributed Capital The following is a summary of contributed capital: Balance, July 1, 1997 Contributed by County of Hawaii $ 1,132,683 Contributions in aid of construction: Federal government 5,624,1 18 State of Hawaii 52,028,255 County of Hawaii 8,1 18,989 Non-government 89,993,394 Total contributions in aid of construction 155,764,756 Less -accumulated Additions Balance, July 1, 1998 Balance, June 30, Additions 1999 1,132,683 — 1,I32,683 t 92,100 5,716,218 218,610 52,246,865 212,595 5,331,584 4,612, 801 94,606,195 131,596 5,847,814 -- 52,246,865 — 8,331,584 2,726,954 97,333, 5,136,106 160,900,862 2,858,550 163,759,412 depreciation (49,897,622) _ _ (3,850.390) (53,748,012) (5.082,408) (58,830,420) Net contributions in aid of construction 105,867,134 1,285,716 107,152,850 (2,223,858) 104,928,992 Total contributed capital 1 106,999,817 1285,716 108,2.85,533 (2,223,858) 106,061,675 Capital of $1,132,683 contributed by the County represents utility plant, in service transferred from the County to the Department at its inception on January 1, 1950. DEPARTYIFNT OF WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Years elided June 30, 1999 and 1998 (8) Fixed Assets The following summarizes the fixed assets at lune 30, 1999 and 1998: 1999 In service: Distribution mains and accessories Structures and improvements Services Electric and hydraulic pumping equipment Transmission mains and accessories Hydrants Meters Purification system Transportation equipment Communication equipment Other equipment Tools and work equipment Office equipment and furniture Land and land rights Land -water rights Wells and springs Other fire protection plant Total in service Less accumulated depreciation Construction work in progress Net fixed assets 79,928,750 57,641,238 16,248,590 15,999,937 13,914,204 5,468,051 4,347,841 2,815,406 1,892,852 1,008,985 791,100 744,476 676,713 297,077 206,391 82,216 19,587 1998 77,599,906 52,615,867 15,596,235 15,862,344 13,899,448 5,252,995 4,007,439 2,808,297 1,729,195 278,888 682,158 717,327 665,817 296,077 150,043 82,216 19,587 202,083,414 192,263,839 (72,499,243) (65,603,735) 129,584,171 126,660,104 16,561,239 16, x0,81,404 S 146,145,410 142,741,508 1. DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Years ended .lune 30, 1999 and 1998 (9) Long -Terra Debt At June 30, 1999 and 1998, long-term debt consisted of the following: 1999 Public Improvement bonds ($10,000,000 issue) payable to the County, interest at 5.6%, due in annual installments through 2013 Public Improvement Refunding bonds ($5,060,000 issue) payable to the County, interest at 6.65% to 6.95°/x, due in annual installments through 2004 Public Improvement bonds ($750,000 issue) payable to the -County, interest at 5%, due in annual installments through -2016 Public Improvement bonds ($775,600 authorized) payable to the County, interest at 4.5%, due in annual installments through 2033 Total long-term debt Less current portion Long-term debt, excluding current portion 1998 $ 8,465.000 8,875,000 2,800,000 3,250,000 523,000 542,000 512,850 118,350 12,3 00, 850 12,785,350 (904,900) (888,500) $ 11,395,950 11,896,850 At June 30, 1999, future principal payments for long-term debt are scheduled as follows: Year ending June 30: 2000 $ 904,900 2001 926,400 2002 952,900 2003 975,300 2004 1,056,900 Thereafter 7,484,450 Total $ 12,300,850 1 DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII Notes to Financial Statements Years ended June 30. 1999 and 199S (10) Commitments and Contingent Liabilities (a) Risk AYdanao ement The Department is exposed to various risks of loss from torts; theft of, damage to and destruction of assets; employee injuries and illnesses; natural disasters; and employee health, dental and accident benefits. The Department maintains fire insurance on Department facilities. The Department is self—insured for its vehicles as well as for workers' compensation and general liability. Liabilities are reported when it is probable that a loss has occurred and the amount of that loss can be , reasonably estimated. These losses include an estimate of claims that have been incurred but not reported (IBNR). Claim liabilities, including IBNR, are based on the estimated ultimate cost of settling the claims, and include incremental costs for the hiring of special counsel and expert witnesses. Claims liabilities are estimated by a case-by-case review of all claims and the.application of historical experience to outstanding claims. Estimates of IBNR are based on historical experience. Accrued workers' compensation amounted to $170,000 at June 30, 1999 and 1998. (b) Construction Contracts The Department is obligated under construction contracts for the utility plant and other projects. Such commitments approximated $8,256,000 at June 30, 1999. DEPARTiVIENT OF WATER SUPPLY COUNTY OF HAWAII Required Supplementary lidormation Year 2000 hil'Ormation (Unaudited) June 30, 1999 The Department has completed its awareness training and assessment stages as part of its Year 2000 project. The Department has identified and reviewed two distinct missio4•-critIca] phases of business — the financial accounting systems and the water delivery system. The Department uses an IBM minicomputer to process its critical financial applications and has contracted with an outside vendor to upgrade this system to be Year 2000 compliant. The upgrade is expected to be completed by November 30, 1999 at an approximate cost of 112,000. Additionally, critical software applications were identified and are being modified, using in-house staff, to be Year 2000 compliant and will be tested and validated by November 30, 1999. The Department also uses personal computers, of which 95% are Year 2000 compliant and the remaining 5% are not used for mission critical applications. The equipment and controls for the water delivery system were identified and assessed for Year 2000 compliance. All equipment were identified and determined to be either Year 2000 compliant or electromechanical (no clock or embedded computer chips) in nature. Because of the complexity and unprecedented nature of the Year 2000 issue, management cannot provide assurance that its computer systems and electronic equipment will be Year 2000 ready or that partieswith whom the Department does business will be Year 2000 ready. However, management believes that its assessment of Year 2000 readiness is valid and that the appropriate measures have been implemented to minimize disruptions to its operations resulting from the Year 2000. See accompanying independent auditors' report. t RUS Bulletin 1780-22 WATER AND WASTE ELIGIBILITY CERTIFICATION Certification for commercial credit and outstanding judgments The undersigned certifies, to the best of their knowledge and belief, that: 1. The organization is unable to finance the proposed project from its own resources or through commercial credit at reasonable rates and terms. 2. No outstanding judgment has been obtained and recorded by the United States of America in a Federal Court (other than in the United States Tax Court). Department of Water Supply, County of Hawaii Name of Organization Milton D. Pavao, P.E., Manager Name of Authorized Official Signature Date Preliminary Engineering Report (PER) for KONA COASTVI W/WONDER VIEW SUBDIVISION i Kalaoa 2" & 3"'. District of forth Dona Island of Hawaii State of Hawaii April 2002 Prepared For: DEPARTMENT OF WATER SUPPLY County of Hawaii 345 Kekuanaoa Street, Suite 20 Hilo, Hawaii 96720 Prepared By: Inaba Engineering, Inc. 273 Waianuenue Avenue • Hilo, Hawaii 96720 Ph. 808.961.3727 9 Fx. 808.935.8033 T<"LE OF CONTENTS Table of Contents ................................................ i I. GENERAL .................................................. 1 II. PROJECT PLANNING AREA ..................................... 1 A. Location ........................................... 1 B. Environmental Resources Present ....................... 1 C. Growth Areas and Population Trends .................... 3 III. EXISTING FACILITIES .......................................... 5 A. Location Map ....................................... 5 B. History ............................................ 5 C. Condition of Facilities ................................ 6 D. Financial Status of any Operating Central Facilities ......... 7 IV NEED FOR PROJECT .......................................... 8 A. Health and Safety ................................... 8 B. System O & M ..................................... 8 C. Growth ........................................... 8 V. ALTERNATIVES CONSIDERED .................................. 9 A. Description ........................................ 9 B. Design Criteria ..................................... 10 C. Map .............................................. 10 D. EnviromnentalImpacts ............................... 10 E. Land Requirements ................................. 10 F. Construction Problems ............................... 11 G. Cost Estimates ..................................... 11 H. Advantages/Disadvantages ............................ 12 VI. PROPOSED PROJECT (RECOMMENDED ALTERNATIVE) .......... 13 A. Project Design ..................................... 13 B. Cost Estimate ....................................... 14 C. Annual Operating Budget ............................ 15 VII. CONCLUSIONS AND RECOMMENDATIONS ..................... 17 MAPS AND EXHIBITS .................................... 18 The following Preliminary Engineering Report (PER) has been prepared in conjunction with an application for a loan and grant to be submitted by the County of Hawaii Department of Water Supply to the United States Department of Agriculture (USDA), Rural Development (RD), Rural Utilities Water and Waste Disposal Loan And Grant Program. Under the RD program, portions of the funding will be from a loan which is to be repaid by the applicant and a grant portion which does not have to be repaid. As part of this process, the Hawaii County Council will initiate an Improvement District (ID) to ensure repayment of the loan portion. These funds are being requested for the installation of a County of Hawaii dedicable standard water system for the existing Kona Coastview and Kona Wonder View Lots subdivisions. See Figure 4. The two existing subdivisions, consisting of 415 residential lots of which approximately 80% have been improved with homes. In addition, there are also 23 condominium property regime (CPR) lots bringing the total assessable units to 438. These are currently serviced by a combination of individual water catchment systems, two separate private water companies and the DWS. These sources are typically unreliable, high in maintenance, expensive and non conforming to County of Hawaii standards. As a result, residents of these subdivisions are working towards getting a water system installed that the County of Hawaii Department of Water Supply will accept, operate and maintain. H. PROJECT PLANNING AREA A. Location The Kona Coastview and Kona Wonder View Lots subdivisions are located in Kalaoa 2' and 3' in the North Kona District on the Island of Hawaii. This is approximately 2.5 miles north of the Mamalahoa Highway and Palani Road intersection. Kona Coastview subdivision Tax Map Keys are 7-3-22, 23, & 28, and Kona Wonder View Lots subdivision Tax Map Keys are 7-3-13, 14, 15, & 16. See Figures 1, 2, 3 & 4. _ B. Environmental Resources Present Ground elevations vary from Mamalahoa Highway at the mauka or east boundary to the makai or western boundary of the subdivisions. For Kona Wonder View, the elevation varies from approximately 1,740 to 1,040 feet and Kona Coastview the variation is approximately 1,730 to 810 feet above sea level. Existing roadway slopes Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 1 vary greatly anywhere from f5% to f20%. Rainfall in the Kalaoa area may average between 40 to 50 inches per year with the higher rainfalls occuring during the summer months. Daily rainfall maximums usually occur in late afternoon arid evening, from showers that form within sea breezes which move onshore and upslope during the day. Temperatures range in degrees Fahrenheit from the 60's to the 80's. Soils in the area are classified as rPYD & rKED per the "Soil Survey of Island of Hawaii, State of Hawaii," by the Soil Conservation Service. Symbol rPYD represents "Punaluu extremely rocky peat, 6 to 20 percent slopes" soil series, with erosion factor K=0.02, and falls in hydrologic group "D." The Punaluu series consists of well -drained thin organic soils over pahoehoe lava bedrock. These soils are gently sloping to moderately steep. They are generally at an elevation ranging from near sea level to 1,000 feet and may receive 20 to 50" of rainfall annually. These areas are characterized by rock outcrops occupying 40 to 50 percent of the surface of this soil. This soil is low on the leeward side of Mauna Loa. The peat is rapidly permeable whereas the pahoehoe is very slowly permeable. Runoff is slow and the erosion hazard is slight. These soils are generally used for pasture. The natural vegetation might consist of koa haole, Christmas berry, guinea grass, natal redtop, and sand bur. Symbol rKED represents "Kaimu extremely stony peat, 6 to 20 percent slopes" soil series, with erosion factor K=0.02, and falls in hydrologic group "A.". The Kaimu series consists of well -drained thin organic soils over Aa lava. These soils are gently sloping to moderately steep. They are generally at an elevation ranging from near sea level to 1,000 feet and receive 40 to 60" of rainfall annually. Permeability is rapid, runoff is slow, and the erosion hazard is slight. This soil is not suited for cultivation. Small areas are used for pasture. The natural vegetation might consist of Christmas berry, guava, guinea grass and lantana. The project site is likely located in Panels *0682 C and *0701 C of the Flood Insurance Rate Maps. For these panels, the Federal Emergency Management Agency (FEMA) notes, "*Panel not printed - Area All in Zone X." These areas are considered "Other Areas Zone X" and are defined as Areas determined to be outside 500 -year flood plain. Per Atlas of Hawaii, the area is categorized as Hualalai Undissected Upland, which is defined as slopes with little or no established surface drainage. Kalaoa is located on the western slopes of Hualalai Mountain which is one of five major volcanoes forming the island of Hawaii. The slopes of Hualalai are located in Volcanic Hazard Zone 4. The island of Hawaii is divided into zones according to the Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 2 degree of hazard from lava flows. Zone 1 is the area of greatest hazard and Zone 9 is of the least hazard. Per the Uniform Building Code (UBC), the entire island of Hawaii has been classified to be in Seismic Zone 4. The natural vegetation of the area and in the vacant lots consist of koa haole, Christmas berry, guinea ;grass, natal redtop, and sand bur guava and lantana. Approximately 335 of the 416 total lots or over 80 percent of the lots in the two subdivisions are developed with homes. As such, much of the vegetation on the houselots are introduced plants and grass planted as landscaping by the residents. Since the area is residential in nature and approximately 80% built out, faunal presence would be typical of highly developed areas. Cats, dogs, mongoose, rats, mice and common birds would likely make up the types of animals present. The project area is not known to be located in or near Formally Classified Lands to include national parks, natural landmarks, national historic sites and battlefields, state parks, wildlife refuges, or land administered by federal, state, and county agencies This project is located approximately 3 1/2 miles away from the shoreline and. is not located within the Special Management Area (SMA). No archaeological or cultural features are known to exist within the road right of ways and easements, and reservoir sites where the proposed improvements are to be installed. These tax map keys are not listed in the county general plan as areas that have visual significance. C. Growth Areas and Population Trends Information obtained from the County of Hawaii Department of Research and Development office and their Annual Data Books provided the resident population data shown in the table below. The resident population is defined as the number of persons whose usual place of residence is in an area, regardless of physical location on the census date. The source of the population data is the U.S. Bureau of the Census and is compiled by Department of Research and Development. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 3 TABLE II.C.I RESIDENT POPULATION (Actual Census Data) 2000 B 2005 Projection A (Low) B (Med) C (High) Hawaii County 148,000 180,000 *oto Location 1970 1980 * 1990 * 2000 Change Last 10 yrs. Hawaii County 63,468 92,053 +45.0 120,317 +30.7 148,677 +23.6 N. Kona 4,832 13,748 +284.5 22,284 +62.1 28,543 +28.1 District Kalaoa CDP 2,589 4,490 +173.4 6,486 +44.5 9,505 +46.6 215.01 In the last ten years (1990 to 2000) the population growth rate of North Kona has outpaced the growth of Hawaii County as a whole. Hawaii County grew 23.6 percent and North Kona grew 28.1 percent. Kalaoa, in particular, has kept pace and exceeded the average growth rate of Hawaii County. Trends over the last 30 years > show that Kalaoa and North Kona had phenomenal resident population growth over the period. While the rate of growth has slowed, these areas still show growth faster than the County as a whole and would likely tend to continue into the future. Employment and population projections for the County of Hawaii as shown in the County General Plan (Draft 1989) were developed through the analysis of relationships between economic activity, employment, and population. Three sets of projections were developed for review, Series A, B, and C, where the major variable in each of these projections was the rate of growth of the visitor industry. Series A is the most conservative and Series C being optimistic. TABLE II.C.2 RESIDENT POPULATION (Projection by County of Hawaii) 1995 B 2000 B 2005 Projection A (Low) B (Med) C (High) Hawaii County 148,000 180,000 173,000 217,000 258,000 North Kona District 37,000 45,000 43,250 54,250 64,500 Population growth in the North Kona District is spurred primarily by employment opportunities created by the visitor industry. Tourism has expanded tremendously in North Kona, in Kailua Village and resort areas north along the coast, and is expected Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 4 to continue its rapid growth. Other opportunities for employment are related to agriculture in coffee, fruits, macadamia nuts and vegetables and cattle ranching; big game fishing; the Natural Energy Laboratory of Hawaii and the Hawaiian Ocean Science Park. III. EXISTING FACILITIES A, Location Map See Figure 4 showing tax map layout of the Kona Coastview and Kona Wonder View Subdivisions and Figure 5 showing a portion of the existing North Kona Water System for the Department of Water Supply. B. History Kona Wonder View Lots Subdivision (KWS), consisting of 132 RS -7.5 (7,500 sf) lots, was granted final subdivision approval on October 27, 1961. The Kona Coastview Subdivision (KCS), directly adjacent and to the south of the KWS and consisting of 283 RS -15 lots, was developed in 6 phases. Final subdivision approvals were granted on October 21, 1963(20 lots); May 20, 1964 (52 lots); January 28, 1966(80 lots); July 21, 1967 (52 lots); January 2, 1968 (48 lots); and May 21, 1968 (32 lots). Availability of Water to Subdivisions: As part of the subdivision approval processes for both subdivisions, the County Planning and Traffic Commission, predecessor to the Planning Department, did not require any water system improvements because of the financial hardship of extending the existing waterline 2 %2 miles from the intersection of Palani Road and Mamalahoa Highway. In lieu, potable water to each lot was provided by individual catchment systems. The Department of Water Supply (DWS) extended a 12 -inch waterline in the early 1970's from the intersection of Palani Road and Mamalahoa Highway to Kalaoa, thereby, making water available to both subdivisions. As such, the Kona Highlands Subdivision(KHS), directly adjacent and to the north of the KWS with final subdivision approval granted in June 1971, was developed with a County dedicable water system Consequently, water became available to KWS/KCS and Carl Matsumoto, proprietor Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Purge 5 of the Matsumoto Water Company, Inc.(MWC), was able to acquire eight (8) meters, consisting of seven(7) 5/8 -inch and one 2 -inch meters. These meters were located along the Mamalahoa Highway and within KHS. C. Condition of Facilities In order to provide services to KWS/KCS residences, MWC constructed with its own funds a private water system that consisted of nonstandard polyvinyl(PVC), copper and galvanized pipelines ranging in sizes from 1 1/4 -inch to 2 -inches; along with 6 - inch ductile iron pipelines. This system presently services approximately 158 residences within KWS/KCS. Another private water system, Kalaoa Water Company (KWC), acquired a 1 1/2 -inch meter in 1971 and began service to residences in KCS that presently services 58 residences. In 1971, DWS also began issuing meters along the Mamalahoa Highway and KHS, and presently there are 123 residences that have service through the DWS. As of November 1991, DWS has limited the availability of meters connected to the 12 -inch waterline along Mamalahoa Highway and only if space is available along the highway. Further, only one (1) meter was allowed per lot of record and no meters were available for'ohana' or'second dwellings'. As a consequence of the meter being so far removed from the actual residence it services for all these water systems, a myriad of consumer waterlines traverse private property, roadways, drainage ditches, culverts and driveways. These waterlines or aggregation of waterlines, commonly referred to as "spaghetti lines," consisting of mostly PVC or high density polyethylene (HDPE) pipelines. These private water lines are getting old, exposed to deteriorating sunlight and therefore subject to frequent breakage and interruptions of water service to water customers. The Department of Water Supply provides water from its Honokohau Production Well, State Well No. 4158-02 to the private water companies. This potable water source is operated by the DWS to comply with the state primary potable water regulations contained in Hawaii Administrative Rules, Title 11, Chapter 20, Rules Relating to Potable Water Systems, and in compliance with the Rules and Regulations of the Department of Water Supply, County of Hawaii. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Nater System Improvements Page 6 ............... D. Financial Status of any Operating Central Facilities Private Water Companies: Since 1973, the private Matsumoto Water Company (MWC) began acquiring meters from the DWS and has been simultaneously granting private meters to lots within KCS/KWS and charging monthly consumption fees. DWS has no concrete knowledge on the collection of these fees, and their corresponding rate schedule. Since 1971, the private K.alaoa Water Company (KWC) began acquiring meters from the DWS, and has been charging monthly consumption fees for water distributed through their system. DWS has no concrete knowledge on the collection of these fees, and their corresponding rate schedule. KWC is current in its account with the DWS. Delinquencies by MWC to the DWS began to appear in 1987 and has been consistently sending billings in a prompt manner. The DWS, realizing that the public health and safety of MWC's customers was at stake, has attempted to cooperate with MWC to ensure that its water bills were kept current. On July 18, 1991, a Stipulated Agreement (Civil No. 90-046K), between DWS and MWC, was issued by the Third Circuit Court. This agreement basically noted that all bills were current as of July 31, 1990; no additional customers were to be hooked up; all applicable fees and charges retroactive to April 6, 1987 were to be paid; and bills were to be current. Unfortunately, MWC's delinquencies continued. In an effort to assist MWC since then, DWS has proposed and instituted payment plans, and attempted to secure financing through the mortgaging of MWC's real estate assets, all to no avail. Delinquencies have continued at such a rate that presently, MWC is in arrears to DWS in the amount of approximately $180,000 as of July 2001 Finally, as a last resort, DWS filed and was granted a Summary Judgement (Civil No. 97-197K) against MWC on May 10, 1998 that authenticated DWS's claims against MWC and enabled DWS the right to demand payment of delinquencies and penalties. More importantly, this further allowed DWS, in accordance with Rule 3, Section 3- 11(2), DWS Rules and regulations, the authority to discontinue service for nonpayment of bills. However, the DWS, realizing that discontinuance of service to MWC would ultimately affect the health, welfare and safety of MWC's 158 customers, is reluctant to resort to this final action. As a result of this and the recent untimely expiration of Carl Matsumoto, owner of MWC, the situation remains unresolved. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 7 IV. NEED FOR PROJECT A. Health and Safety The Health and safety of the subdivision residents and possibly the adjoining subdivisions are jeopardized by the current old and substandard water distribution system. The distribution system provides water mainly for typical household use and does not meet required fire flow requirements. This system also subjects the users to severe fluctuations in pressure and supply. The age and fragile nature of exposed plastic piping causes ongoing problems with a high frequency of service disruptions due to breakage and leaks. When the pipes fail there is potential for contamination and backflow and possible sanitation issues within the homes. B. System O & M Beyond the water meters, the water system is currently operated and maintained by the Matsumoto Water Company, the Kalaoa Water Company and private individuals. Currently, water consumers within these subdivisions experience frequent disruptions in service due to frequent water line breaks and leaks. Once completed, the new water system will be operated and maintained by the Department of Water Supply. C. Growth Implementation of this proposed project will meet the potable water supply health and safety needs of all the lots within the two subdivisions. This project will affect a specific service area which are the limits of the two subdivisions. Service laterals will be provided to all subdivision lots and fire hydrants will be spaced to provide fire protection coverage to all 438 units. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 8 V. ALTERNATIVES CONSIDERED A. Description No action alternative. This would maintain the status quo for the distribution of water within these two subdivisions. The problems described in Section 1.0 regarding the two private water companies will not be resolved. MWC's financial instability would continue and might eventually shut down. This would leave the approximately 152 residences serviced by MWC with out potable water supply. The questionable future maintenance and viability of the private systems would lead to probable disruption in services putting the health and welfare of the residents at risk. Fire protection would also not be available in the no action scenario. Based upon the current status of the existing water delivery systems, the dire financial condition of the private water company, and the desire to provide fire protection, the Department of Water Supply does not consider the "No Action" alternative to be a viable option. New water system alternative. Once the decision to go for new county dedicable water system was made, project funding became the controlling issue. The DWS is not obligated, by its policies to install a dedicable water system and the consensus of the residents was that they were not willing to pay for a new system on their own. County efforts to finance the project through an Improvement District (ID) process did not gain support of the residents due to the high amount pro -rata share of assessment. Therefore, the ID process was dropped. New Water System - Combination USDA Funding with Improvement District. The DWS, realizing the resident's apathy to the improvement district due to the high pro - rata assessment, the unwillingness of the residents that already have water service, and the imminent demise of the MWC system, took it upon itself to develop a strategic plan to first, reduce the pro -rata assessment and secondly to ensure the repayment of the improvement district bond. As a result of this effort, a plan was developed with funding through the USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural Development (RD) of USDA, and a Council initiated ID process to ensure the repayment of the loan. Under the RD program, respective portions of the funding would be from a loan, which is to be repaid by the applicant and a grant portion which does not have to be repaid. The DWS is in the process of proceeding with this plan to fund the project. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 9 B. Design Criteria The new water system and related work will be designed and constructed to County of Hawaii Department of Water Supply dedicable standards. In addition, all related road repairs and reservoir site improvements will be designed and constructed in accordance with applicable County of Hawaii Department of Public Works standards and details. This would include, but not be limited to the following: • Water System Standards, Volumes 1 & 2, 1985, as amended. • Standard Specifications for Public Works Construction, 1986, as amended • Standard Details For Public Works Construction, 1984, as amended • Hawaii Standard Specifications for Road, Bridge, and Public Works Construction, 1994 , as amended C. Map. Schematic Layout. See Figure 6 showing schematic layout of proposed water system improvements. D. . Environmental Impacts An Environmental Report has been prepared for this project and is available for review from the Department of Water Supply. The report found that no major long term negative environmental impacts are anticipated as a result of this project. The negative impacts related to this project are expected to be short term and temporary in nature, and related to construction activity. E. Land Requirements Pipelines and appurtenances are proposed to be installed in existing right-of-ways which belong to the County of Hawaii (approx. 24,000 lineal feet). The existing roadways consist of approximately 16' wide pavements with grassed shoulders, and drainage ditches along the roadways. The first reservoir is proposed to be located on a vacant lot (Tmk: 7-3-22:46, approx. 18,280 sf) which is privately owned. The second reservoir is proposed to be located on a portion of property adjacent to Kona Coastview subdivision, south end of Kauwila Street (Tmk: 7-3-05:90, the tank site will require approximately 18,000 sf of this lot) which is also privately owned. These reservoir parcels must be acquired by the DWS. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements _ ....................... Page 10 Effluent waterline from second reservoir site is proposed to run along the south boundary of KCS in Tmk: 7-3-05:13 & 113 for about 900 if and then along Lot 7-3- 23:21 for about 185 if to the County right-of-way. Easements through these three parcels would need to be acquired by the DWS. F. Construction Problems The proposed project involves installing new waterlines in an existing residential subdivision with narrow paved roadways. Construction will cause congestion, dust, noise and inconvenience to the residents. The contractor should coordinate his work the community and/or subdivision associations to address any concerns and to minimize conflicts with the residents. No other special construction problems have yet been identified for this project. G. Cost Estimates Preliminary cost estimates for the project are as follows: Construction Cost $3,800,000 Land Acquisition $ 300,000 Other costs $ 500,000 TOTAL $4,600,000 A detailed cost estimate breakdown for this project is shown in Exhibit A. Preliminary Engineering Report Kona CoastviewfWonder View Subdivision Water System Improvements Page 11 lI:-I. advantages / Disadvantages The following table illustrates the comparison of alternative effects. NO.1 ALTERNATIVE 1. 1 No Action 2. 3. New Water System Installed with County Initiated Improvement District New Water System Installed with USDA Loan/Grant Program with County Initiated Improvement District Table V.G.1 KONA COASTVIEW / WONDER VIEW SUBDIVISON WATER SYSTEM IMPROVEMENTS COMPARISON OF ALTERNATIVE EFFECTS BENEFICIAL EFFECTS 1. No additional cost 1. County of Hawaii dedicable water system would be installed. 2. Fire protection provided. 3. Reduced fin; insurance rates. 4. Increase in property values. 5. Clear drain culverts of pvc pipes. 6. Operation & Maintenance by DWS, ensuring reliability and safety. 7. Removal of unsightly exposed private "spaghetti" water lines. 1. County of Hawaii dedicable water system would be installed. 2. Fin; protection provided. 3. Reduced fire insurance rates. 4. Increase in property values. 5. Clear drain culverts of pvc pipes. 6. Operation & Maintenance by DWS, ensuring reliability and safety. 7. Removal of unsightly exposed private "spaghetti" water lines 8. Substantial portion of total cost would be paid by USDA grant. Remaining cost balance would be pain by USDA loan with favorable repayment interest rates. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision ADVERSE EFFECTSI TOTAL COST 1. Imminent demise of private water system 2. Leaks to continue with increased monthly maintenance costs to consumers. 3. Reliability and safety of private water system not improved. 4. Mandatory continuance of monitoring water quality program for private water systems. 5. No fire protection. 6. Private surcharges on water bills 1. Entire cost of system paid by residents. 2. Increase in property tax due to enhanced property values. 3. Payments of facilities charges and capital assessment fee required of new applicants. 4. Temporary inconvenience to residents during construction. 1. Partial cost of system paid by residents. 2. Increase in property tax due to enhanced property values. 3. Payments of facilities charges and capital assessment fee required of new applicants. 4. Temporary inconvenience to residents during construction PER MONTH COST $4,600,000 1 $90 $4,600,000 1 $28 Water System Improvements Page 12 VI. PROPOSED PROJECT A. Project Design. The proposed new water system -will be built to County of Hawaii Department of Water Supply dedicable standards. All work shall conform to the current Water System Standards Volumes 1 & 2 as amended. Generally, the work shall include but not be limited to the following: • Two 0.10 million gallon reinforced concrete reservoirs • 14,900 lineal feet 6 -inch ductile iron waterline • 9,200 lineal feet 8 -inch ductile iron waterline • Three pressure reducing valve units (PRV) • Thirty three fire hydrants • 211 Type "C" service laterals New water lines will be connected to a 12" waterline which runs along Mamalahoa Highway which is supplied by the Kalaoa 0.30 MG reservoir and the Honkohau Production Well. The waterlines will be installed within existing roadways and new easements. See Exhibit B & C for water source and quality data for Department of Water Supply. Fire hydrants will be installed and spaced in accordance with Hawaii County Fire Department and Department of Water Supply requirements and standards. Service laterals, pry units and other related work will conform to Department of Water Supply requirements and standards. Reinforced concrete reservoirs will also be constructed to DWS standards and seismic zone 4 requirements. Reservoir site work will include grading, paving, inlet and outlet piping controls and valves, chain link fencing and landscaping. See Figure 6 for schematic layout of proposed water system improvements. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Purge 13 The following design criteria will be used for design of the new waterlines and appurtenances and concrete reservoir and appurtenances: Domestic Consumption: Fire Flow Requirement: Fire Hydrant Spacing: Maximum Daily Demand: Peak Flow: Pipeline Sizing: "C" Factor: Fire Flow Residual: 400 gal/unit 1000 gpm for 1 hour, lots less than 10,000 sf 500 gpm for 2 hours, lots greater than 10,000 sf 600 feet 1.5 x Avg. Day 5 x Average Day Maximum Day + Fire Flow 100 for 6" pipe, & 110 for 8" pipe 20 psi HYDRAULIC Calculations. See Exhibit G for Hydraulic Calculation Sheet. B. Cost Estimate Cost estimate discussed in Section V. Alternatives Considered, F. - Cost Estimates. See Exhibit A for detailed project cost estimate. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Pajee 14 C. Annual Operating Budget This system will be owned and operated by the Department of Water Supply. Exhibit D illustarates the Department of Water Supply rate schedule. Exhibit E for annual operating budget. Funding for this project is anticipated to be by a combination of loan and grant through USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural lbevelopment of the USDA, the Department of Water Supply, and a Hawaii County Council Improvement District process for loan repayment The proposed pro -rata share to be assessed each customer to pay off the USDA loan is as follows: TABLE VI.C.1 PRO -RATA SHARE OF IMPROVEMENT DISTRICT ASSESSEES 100% USDA RURAL DEVELOPMENT GRANT/LOAN ITEM AMOUNT ESTIMATE OF IMPROVEMENT DISTRICT COSTS $4,600,000 ESTIMATE OF MONTHLY ASSESSMENT RD GRANT (42%) $2,070,000 RD LOAN $2,530,000 Annual Debt Service on Loan (35 yr term @ 4.75%) $149,700 Monthly Debt Service $12,475 Number of Assessees 438 MONTHLY ASSESSMENT $28 FACILITIES CHARGE FOR IMPROVEMENT DISTRICT ASSESSEES Existing customers of Dept of Water Supply $0 or New customers of Dept. of Water Supply Facilities Charge (Subject to Change) =$1,190 Drop-in Meter Fee $75 TOTAL $1,265 Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 15 TABLE VI.C.2 KONA COASTVIEW / WONDER VIEW SUBDIVISION PROJECTED OPERATING BUDGET ANNUAL (Based on year 2002) DESC. FY 2002 1 NOTES Operating Income Avg. User Charges 164,957 1, 2, Use 339 current Connections. Operating Expenses Source of Supply Power & Pumping Purification Transmission & Distribution Maps & Records, Other Engineering Office Administrative & General Taxes Subtotal Net Operating Income (Loss) USDA Loan Annual Debt. Service 438 Assessees @ $28 per month Net 3,4 (5,386) (89, 798) (13,014) (8,365) (892) (3,442) (14,458) (3,082) (138,437) 26,520 (149,700) See Table VI.C.1 149,700 Improvement District Assessment 0 1. Water usage based on average daily consumotion data provided by DWS dated 4/3/02 for North Kona SO Svstemc- 2. Average monthly billing: Per DWS rate schedule Exhibit D; and Using 13,100 gal/month per Note 1. Monthly billing = A + (131 +B2) + K = 10.00+ (3.65 + 11.18) + 15.72 = $40.55 Where A=Monthly Standby Charges, B=General Use Rates, and K=Cost of Power Adjustment 3. Operating expenses based on Table 3-1, Classified Operations and Maintenance Expenses, Fiscal Year 2002, Water Rate Study for Dept of Water Supply by R.W. Beck dated March 2001. Used Base Operating Expenses. See Exhibit F. 4. Pro rate Operations and Maintenance Budget for 438 project users. Projected 35,732 customers based on 1.19% average annual increase per Water Rate Study. 438 - 35732 = 0.0123 1.23% of total amount for this project 5. See Exhibit H for USDA Form RD 442-7, Schedule 1 and 2, showing Operating Budget and Cash Flow. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements ._. 1.. 1.......... ._. 1.11 Page 16 Sub System No. of Services Avg Daily Consumption (Gal) Per Service Daily (Gal) Per Service Monthly(Gal) 7380/2 Kaloko-Kalaoa 549 246,800 450 13,486 7405 Highlands 1628 192 91,156 475 14,243 7430 Palisade/Acre 119 41,176 346 10,381 7450 Palisade 752 85 33,680 396 11,887 Total 945 412,812 437 13,105 Average Average 2. Average monthly billing: Per DWS rate schedule Exhibit D; and Using 13,100 gal/month per Note 1. Monthly billing = A + (131 +B2) + K = 10.00+ (3.65 + 11.18) + 15.72 = $40.55 Where A=Monthly Standby Charges, B=General Use Rates, and K=Cost of Power Adjustment 3. Operating expenses based on Table 3-1, Classified Operations and Maintenance Expenses, Fiscal Year 2002, Water Rate Study for Dept of Water Supply by R.W. Beck dated March 2001. Used Base Operating Expenses. See Exhibit F. 4. Pro rate Operations and Maintenance Budget for 438 project users. Projected 35,732 customers based on 1.19% average annual increase per Water Rate Study. 438 - 35732 = 0.0123 1.23% of total amount for this project 5. See Exhibit H for USDA Form RD 442-7, Schedule 1 and 2, showing Operating Budget and Cash Flow. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements ._. 1.. 1.......... ._. 1.11 Page 16 VII. CONCLUSIONS AND RECOMMENDATIONS This project proposes to improve the health and safety of many residents of the Kona Coastview and Wonder View subdivisions by providing a new reliable and low maintenance water distribution system. It will also provide needed storage and fire protection. Any negative impacts will be temporary and short term and related to construction activity. Based on a community meeting on Thursday March 21, 2002, the residents in attendance overwhelmingly supported the County's recommendation to initiate the Improvement District and apply for the USDA grant and loan. The County and the Department of Water Supply will proceed to move forward with the Improvement District requirements and apply to the USDA for the grant and loan. The following timeline would be used as a guide for implementation of this project. Milestone Event Target Completion Date RD Application/EATPreliminary Engineering Report April 2002 RD Letter of Conditions April 2002 Resolution Proposing Improvement District June 2002 Public Hearing July 2002 Resolution of Determination August 2002 Construction Documents November 2002 Bid December 2.002 Assessment Ordinance February 2003 Issue I.D. Bond August 2003 Close RD Loan August. 2003 Start Construction August 2003 Substantial Completion February 2005 Hookup April 2005 Preliminary Engineering Report Kona CoastviewlWonder View Subdivision Water System Improvements Page 17 Figure 1. Island Location Map Figure 2. USGS Vicinity Map Figure 3. USGS Vicinity Map Figure 4. Tax Map Key Layout of Subdivisions Figure 5. Portion Map of Existing Water System, North Kona Figure 6. Schematic Layout Proposed Water System Improvements Exhibit A Water System Installation Cost Estimate Exhibit B North Kona System Water Quality Data Tables Exhibit C North Kona Water System Distribution System Areas Exhibit D DWS Rate Schedule Exhibit E DWS FY 2002 Budget Report Exhibit F Table 3-1 Classified Operations and Maintenance Expenses Fiscal Year 2002 Exhibit G Hydraulic Calculation Sheet Exhibit H USDA Form RD 442-7, Schedule 1 & 2 Operating Budget & Cashflow. Preliminary Engineering Report Kona Coastview/Wonder View Subdivision Water System Improvements ..................................................................................................... Page 18 160* 159' 158' 157 <56' 155' MIMAU KAUAI f oaHu II KALAE PT. Ja7a.eA.ND OF HAWAH Figure 1 Island Location Map Preliminary Engineering Report. Kona CoastviewlWonder View Subdivision Water System Improvements LOCATION `MAP Not TO SORIS Figure I aaol.oKAl 21' KAHOOLAWC C 20* - 0 C F t SPATE OF HAWS ti 19' UPOLU PT. Howi Honokoo , Kawaihae LAUPAHOEHOE PT. Waixoloo Paouilo Waimea a Honomu PROJECT LOCATION A Q� E PT. Hilo e♦7MTH soum K9il !NA �� �� i ® Keaau Keouhou PUN& N Hawaii Volcanoes Pohoo Notional Park P, Hookena 0 YAU Kolopono Pahola\ KALAE PT. Ja7a.eA.ND OF HAWAH Figure 1 Island Location Map Preliminary Engineering Report. Kona CoastviewlWonder View Subdivision Water System Improvements LOCATION `MAP Not TO SORIS Figure I Preliminary Engineering Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure 2 Preliminary Engineering Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure 3 10 OA r.VAN �, Tp WAIMEA e O > r. 1 i i ` elf% -,,.,• i V) > O Oz I€€ q tl ar + O cry) Lli i , rMOMr QC LIJ 1 y; nsx mrsl.rztir a_ X (/) • a•ax•e> � ao. M k..w w <{ 97 Z In O � } k } x"y� •'�'sarzll rr.,..S'•�, abz.' ln.. .. Ln I - � S � � aaNe�TMAW r1 `�seh✓�+n� J m - Ltirrs arxnk- Kf _ Jew 1 It I • _ w o � ft7 2 r l.r,we Pl_ HOLU Q � i �' >a.KYNrYi "v�iwn`wr�i �Fr rnw '•'�1 R Y I � `".-• ra. ..�iw:+': .fir avi n�?i�+i,�ry9./ +� c N Ito(Q1 IBJ _�. tura: aw•n+x KAUML LU s V) —.l W 1 C)., L 1 LLj • ! A� a.va'x Irs. i3Y1Y? yrd Y C �' l..A. < Q � ; tg:�-"•' ;:iaa .w �" eye! � _ LLI - tAin1F .fiat 3wHnv�! cr' ©' z � .� • as Y.; � � r,.,...:. o!•a7/.id4 �}w.. 1 :'.iii, Art A CD �(� r•� V) � � r)swet.. rxia• N � . 2 • � ?! m. ........................... ..__..._............... .. _. ............... ............. ............ . > J a_ cn — z X r> W ccz o f r4 N W LL 3� z D U_ p s� W a 00 O 0 3 v'! ra Z O L�1 3 0 L>, O O 02 Z a I w x VJ W � U O O co O 1 -- Sosz.07. EL s :l • A9T. [l. •se0.0.1 LL. e.n 30 �r•--.r/.�.__.!--. pn ma r I _ aOf [l •IIs, O,E [LaT93S0 ' 1-""• 6•a " - ... ��^�^' - ._ 2 go -10 FnLOFo�If[ a O.M.6.F[s. 1/r � ��[ ��_ "`^ _. � -. - - - - _ 9y°�36p^•-.� - ailt.30. ol. [L a[al Do /� ' � '- ... _ 4 `\ ' •+ '-' ` �"!' - _ - _. i •� - _ Pm�'PSJ. x130 �-. - - �• _. -+� - r : - - '- • "T PA1._.- ReLOFO S.If M10. uam 1j ® yy /n� _ � v •' '•_�•• _ • __ ell 2-IE06F.Y. I?il®pBlrlO _� _�-,� rnY.Eia1x_ _. •^�Mz.- - `_._... -.z _ - 110 SITE ' __; 1 !(.�1+,'.-_• _ �•\ _ '•� - _`.T `�_ __ CRY [..20ai_ _ ..1 .� _— `__ •_ - _� �-r�. �--_ .. - j i\ Vim_ ? �_��_ _ _ 1••�T_ V /: ! \-• - - _. --��' -�. _ - ' V .p • a0i n. rs[.Os[Lr?Us0- CR ZLOR `1�` . �_ F' f. _ _ _ eA.Y n. zroo ti R1Lq 3>�i1♦ - __ r-�::!'^ -e _ • ._:�r'•"L•it •••---•x.e.J_P� ` �..J_ - � � ... ".- a"• " -^ RitY Stf[ W [. EL OM _'._ _ t :�• _ •^ r �' '-• �(.-. _ -�'._;"� �. i'._ � � _ oyt eau Y '-=%_;'e-�� w-ya \''�`��`- yt--.-••--�'_�`-oo"'Eatr a.°>sac'o1a� r.Y,�->''� -i;c�.•[�;u �--.�,�� �:IPR�CB�HW�1�.,�`-y.. 93T s S �`� fuLocO s1ff AII• - T " '•.(oM.-- . ` t •�-1;--�-'- OWPa9es11tt+iQ 4tOMQ. A-" m. EL 197 1.1 . 60T.[L Iiia �^9-• .1 � � T..• � _0.F, [l. isDy90 Q' -' ��•:T �'�sOOSTOi6, [L. i9Ti - '!y_ •- - _ _ __ N•_f _ . - ^ i _ ��_ `�. \ �+_-�-•Za. Or Or �`^'�sy��_ ��_\ �'�• \rte �' \4 • - 6 OMA R0. 1 CL 190 ;SS ' ���?� mil•• V ``y �� M iS-•X N65 - `LL.1M0_ e-Ie0U14 .. WaYMC/sS9Q RRY[L.'.�ET-✓�....----' _ '�••--� - J14,,, `i D1 � ��� �. • :i 1d.1_ 2 .�6'9.'4L- �.." f.RY.[Lfa_al - 3S a0/[}�gs22t♦t--''•• - _J..::- _� � .. . . - �'•�"�� `\ �-,� .�. L i i` a•' ion` ` 7•. C`' '- £ _ _.. __ : _ y..r. `�- - xDbtssRES tars. yl • .\ �,� - [: .1•'. ��- / ''\ .,•--�•,� E. .0.r C2.. W6D FstOlo ox f. AEJt. _ • � - - -.. -.... _ .,_: Rte/ \vim'./. _ � 1@+la rotas '•__ � � � 'e'_"m���'"'"-'`` s�o4ss'�[R e�oi�.,1s93 -v`s-�_ iY. ?d - � _ a +s 6hRe�s�.4wiR �' pF,'�eiu .5 EL0. e•. /'ZL-� s-230t►si, f^9000P.et- xEiLmU..w 3E, EL�00 Rs�'Y+•d°k'V [tsP3'a ,_,�_ - .�• P _ �g���J -,� _:i _2' ._ slr0ti.1, wF z a -_ pow tpllxt�iS P.R1[.[L -C' '� .fer4oes.rro.e z•�~ _d Z •' •- .--rT"',�"�'�"ess4='a'°.u:� - ` PA i. qZt. _ •- ZOs M Y. i _ t -•--+..•t- .r` "Te.=�. ^ �1�ipQ�lam.,.ssyf�lvwr.l �'\^g- ` �ss�asao _ oILuy As 1p111-lum90.[tl.4�.�^ ♦\- •=� �xipi. PAY. MO[ �i6�.]0 Silt 9AHi / T `... d T96A. Ol. [L. 16LOE ` _ - 0• -Y -Lt. aIO.DC Wt / / -•_-`1 - -°i 6.. _ •-03�-�.w rte\ _ �c°RYno.Z -4 / J\J _ ,_ • _ �-[•r • �� fA MD OKi[s1tlO1R 1lO. [ _ �. - - M _ O.I [L['s. lea.97 ` _ •_,!,/ - _ _ __?' fTRR PK,R6iTiE•R.+x_0.6•fa¢-/--- i,_ _..... f f" _ � Raoatvrlibr¢ /J� i.. WP DS3_[• -..I ,�'�. .i •+•--I'' �_ys. ss.�-. -t 6p£. CL o/n 1 /ice J- t e i<-- f. [ : ae J - _ �i 1 . ``^_z. n _ . • it ! _ �i-4_ s. ' [-a6osXellrxoc C'/ r� _ �`�__•��_ - - _ is Y..--�..... :�' - �-^�-> / o wwn muiaoea iaX,iL •oa f - .. or.itar owL6iwe 6' - •. - "��._'\ _ ,f _ !-� .-•L.•: - - __,.?ss•_ _ - icas- . * tf�� w�'" -._ �. IRusaoEa eRY, E0.se1 ... •• _ .1 r ~• '_ •. _� -- - _ 0.Z d. L94 � �. _ i - � • _ - - -'- / / -�"�' i " �..�...��.-"k=--•..�� ` _ L „a-'_- -�.y_� Itw,fxiv.�nemx[a,wo. f - -' `1.0 09Q AEOEIIYOIR. o.r. Z"e . 36`.07 � PA`V, YIAT - 7- - - 0..I. [L[Y: 136.6! It . FIGURE 5 - PORTION OF EXISTING _ WATER SYSTEM - NORTH KONA Not to Scale _......_._.................................. --, .t�AMALAHOA HIGHWAY/�' 10 V, ��P -•�— TO WAIMEA E12 V) Ho KV z W W w Q m� a '^�r° O r � loop 3 , *ae !d A ,e r sae�a D" g (x uj a Q •, �,... 1: v r 4 � p y M1 rr ap < to Q O 11 { "'3 :s & ,^s!•.t ,,,•a+. . w.,+azwr"Q O W LL) O cr LL LL ca Rno Li •, '� i ®'`' ..,• -x: wed ^-�°ye&"w„�e dE Q m a =,RWE1 i 68 z � eis � r ®tl�I •�,. � '�� l .moo. ,c;� � I€ . 1 � •j �.. .�-.aro � "" .n i .,._, "" :� ,4 ..yoLu srRr ET l' P'3 LL) ujw 00 WNZUj qD wit �• ;{p ...fin ° pie.- ;.; , .i«.« `" 8 L - pr I °i •m.,' «, ° as �.,. "y� W Ln QDt �i: 1 so ° W � I I KAUIMLA STREET yi^ .. � i '.5.`� •�' (�`+,4 •.W.m.•vxy� z r*"sry,b/ � � 7 0 Z4 i Lu sgj ° . � %, 3)...ef, 2888 �•"� ,� # .•+�L, a �;.��.. 8 CC) a ... a Of LIJ > av>� rb:w •^ D n x a C7 O Ofcc zOf a Lu Oow kp ° "•x W W 2 > _j fai CE D T U^°(Se S +fir �...• i - r D � D r - BE , Y w .133b1r: co 1 �--" " t }.�:•.,."�:=-3d «°^•".e• `:.;.rte B �'� � � � � s—` off' '^''- .. , . °' a ® No No N O� �i de s r W o Ld ' , �� Otl• rr� �rD to �w 0-" a` -2afUi w EXHIBIT A WATER SYSTEM INSTALLATION COST ESTIMATE Kona Coastview & Kona Wonderview Subdivisions TM K 7-3-013, 014, 015, 016, 022, 023, & 028 ITEM QTY UNITS UNIT PRICE AMOUNT A. CONSTRUCTION COST Zone 1 (Elevation 1615' to 1628') 6" DI pipeline 3,000 If 80 $240,000 8" DI pipeline 2,200 If 90 198,000 Appurtenances (5%) 21,900 Zone II (Elevation 1628' to 1300') 4" DI pipeline 100 If 60 6,000 6" DI pipeline 1,400 If 80 112,000 8" DI pipeline 5,000 If 90 450,000 0.10 mg reservoir 1 ea 300,000 300,000 Appurtenances (5%) . 20,000 43,400 Zone III (Elevation 1300' to 1165') 6" DI pipeline 3,800 If 80 304,000 8" DI pipeline 2,000 If 90 180,000 PRV 3 ea 20,000 60,000 Appurtenances (5%) 27,200 Zone IV (Elevation 1165' to 840') 6" DI pipeline 6,800 If 80 544,000 0.10 mg reservoir 1 ea 300,000 300,000 Appurtenances (5%) 42,200 For entire subdivision Fire hydrants 33 ea 4,000 132,000 Type "C" service laterals 219 ea 2,000 438,000 Chlorination 1 ea 50,000 50,000 CONSTRUCTION COST $3,448,700 Contingency (10%) 344,900 irn"FA I Ftwa roi it` rinm Fne r - - fl+o n^^ ^^^ B. RIGHT -OF- WAY ACQUISITION Land for 2 reservoir sites & transmission line (includes appraisals & title search) TOTAL RIGHT-OF-WAY ACQUISITION C. OTHER COSTS 300, 000 Design and survey (8%) 304,000 Engineering and inspection (0%) 0 Environmental Assessment 20,000 Legal fees (3%) 90,000 Bond printing 3,000 Miscellaneous costs (3%) 114,000 TOTAL OTHER COSTS $500,000 D. TOTAL ESTIhAATE IMPROVEMENT DISTRICT COST $4,600,000 EXHIBIT A 11 !i ,N I IA U) Z g a - z �AwlS U) z a z 2 a z O U A Q !F� z D CQ O (0 d f0 -O U C O a 3 Q 3 C) oNE-N��3 > QR 0.•o Ln c� a) c' a r z � C N T m N cm =3 -.C-.. > Co CO p3 C 0 o-mc3a�:2o03 cu ao G3 U) Z g a - z �AwlS U) z a z 2 a z O U A Q !F� z D CQ O (0 d f0 -O U C O 3 3 Q 3 C) oNE-N��3 > QR 0.•o Ln c� a) c' a r o � C N T m N cm =3 -.C-.. > Co CO U) Z g a - z �AwlS U) z a z 2 a z O U A Q !F� z D CQ O (0 d f0 -O U C O i0 -C `C c •> y cC4)Q)00) � Q C\. C) oNE-N��3 > QR 0.•o Ln c� a) c' a �, cr, L C L a• L N •E � C N T m N cm =3 -.C-.. > Co CO N O C 0 o-mc3a�:2o03 cu ao O C "zz_C U v� o oo Oa E> >, o O m b .- Cfl U m ,c m O, rn U Q L ca a) - cW 1r1a o m. ® us E Q) C/)c --s;=0 O "C 0�.. > c 6> c 5 3 o cu tq m o Q 0 E 0-0 0-E - u� cII `o co E v,m �Co u N O .2 o < L c ca Q ?. m U Ec0 U c0 Q O O a _ C - - > G U O E �, L c m O R COUL ®roc m >+ �Y Oo > C t0 L >+ UC O (0 tII O — �, o w o m V c o E E t!-- o m C Co- 30orm L (6 U CL N U CL LC3 m y C\. O N >s co W ° m Co a� :3 UcaN 0 W — T Cs co O N mC0 ai m U D E cm 16 o c o m. ® us E L c0 CO O O a) Q m- U m fU U) M Cm c m L) m Z N L C O N ' Q O U � � Q O U" 0 Q)C) ewe v.,L... •— f6 N -C to a) N CD L > w O > m U L 4--O U o O c 0 a O Ccu w >co y m ca aC 0 M '� v ®_ m m C Co- 30orm L (6 U CL N U CL LC3 m y C\. O N >s co W ° m Co a� m c� -0 ® C) U O 0 W — T Cs co O N mC0 ai m U D E cm 16 o c o m. ® us E L c0 CO O O U m- U m fU U) Q Cm c m L) m Z L C O N ' Q O U � � >+ CL 'C-0 m N•� @ U C1 ewe v.,L... •— f6 N -C to m LO m 3 m CD L > w O > m Cl C� rA z t �t CL O Nil am 00 1 J J JJ ww ww ys":3: on =m mmMDJ-j m I <,< 4 IN ca 1 W0 -2 w p 2 v v a N dam' o W-0 ' 0� i a v v u p t; Okall b baa' 5 °0g bA O +0+ d 0 ++ 0 a u v p, 0 o4� O `a3 cid u u ai '4 �p.� �1 `u 'b V) u O HO14,4 �d Q l� O O ~ ° a v r9 u u o C� 0 0 0) ' 04 u o q 4-4 1-4 v 41 u o sl .4 q�.o o1 o�O m CL �r7 I ;x H C N O B a) cd U — -0 '0 x ' 4 d � � U qp cl u a�s o 00 .w �A o Cldv - w CU u 11 uw u C� rA z t �t CL O Nil am 00 1 J J JJ ww ww ys":3: on =m mmMDJ-j m I <,< 4 IN ca 1 W0 -2 w p 2 v v a N dam' o W-0 ' 0� i a v v u p t; Okall b baa' 5 °0g bA O +0+ d 0 ++ 0 a u v p, 0 o4� O `a3 cid u u ai '4 �p.� �1 `u 'b V) u O HO14,4 �d Q l� O O ~ ° a v r9 u u o C� 0 0 0) ' 04 u o q 4-4 1-4 v 41 u o sl .4 q�.o o1 o�O m CL �r7 I ;x L! H C N O a) cd U — -0 '0 x ' ® � � U qp cl u a�s o 00 .w N Q o Cldv - w CU u 11 uw u 0 CD 4� ^U C:� o� a 4,1 o� N O " at ��lo[ ¢® . Q N M r c `� o Uu CO u � ° -° o-- oia g-0o o 0 Qas o r x ca M x cu x U— °Q N c" 9 mw 4S) L! H C N O -.I��° cd Ili"� 0 -0 '0 x ' `02 ° z �oov U o u ° C 1 0 u a�s m°a" 4ig ° Cldv - O u 11 uw u 0 F �, � '° cn C:� o� a u k N O " at ��lo[ v o N O ;=I N p A c�a Wyy H `� o Uu u � ° -° ° 0 u P V) g-0o o 1 4 � u oa a u ca u L! .a? C o � �oov �.� 0�,0 u m°a" 4ig ° Cldv - 0 O .D .G `cd HH F �, � '° V' L1 Cd av 14 u(�Hx u u k N " at ��lo[ v o N O ;=I N p A c�a Wyy H `� o IIL-iii ul L! 041. u:a LU yQpq M.e uj 0 a _11 B 4• s 3 ado ' o cn OL. 71 a pu m 09rN en� st-5�s�g�g�s� «timr- Kr gni; vocv��°�raii „n s � aeS00 gsg g yyy$y$ gsn -a a UV UUUUUU N. M"sM� 1= - A��°= Sa8�8 ES��K 6 � B• •� � NMr O �[ a ���� S v ? N VC7 t"a W w � 9Y ✓� Sii �, o� m ru V Y Se y H C iii cn yEka3�Eb SEE M A n n A n A S A n 8, 0 `o o MUM" 8888858888 0 U EXHIBIT "D" ...................... DEPARTMENT OF WATER SUPPLY, COUNTY OF HAWAII FY2002 BUDGET REPORT SUMMARY A B C �- - - FY 1999 ACTUAL FY 2Qp0 ACTUAL FY 2001 BUDGET FY2001 PROJECTED FY2002 PROPOSED % CASH RECEIPTS: REVENUE FROM WATER SALES 20,162,496 20,984,210 20,600,000 19,990,000 25,300,000 27% RENTAL INCOME 0 302,304 280,000 250,000 280,000 12% ACCOUNTS RECEIVABLE -SERVICES 253,011 336,784 300,000 327,000 0 -100% CUSTOMER DEPOSITS 132,966 161,680 140,000 142,000 0 -100% INTEREST INCOME 1,207,181 1,243,360 1,060,000 996,000 1,000,000 0% TRANSFER FROM FAC. CHARGES 791,500 775,000 760,000 760,000 0 -100% PAYROLL DEDUCTIONS 2,269,995 2,712,336 2,698,000 2,329,000 0 -100% CARRYFORWARD FROM PRIOR YEAR 0 0 564,750 0 0 #DIV/01 TOTAL CASH RECEIPTS 24,817,149 26,515,674 . 26,402,750 24,794,000 26,580,000 7% *C=(B-A)/A EXHIBIT E DEPARTMENT OF WATER SUPPLY FY 2002 BUDGET REPORT 3 Pages DEPARTMENT OF WATER SUPPLY, COUNTY OF HAWAII FY2002 BUDGET REPORT SUMMARY *C=(B-A)/A page 2 FY 1999 -J-1�FY ACTUAL 2000 -j ACUTAL FY2001 BUDGET FY2001 PROJECTED FY2002 PROPOSED % NORMAL OPERATING EXPENDITURES: LABOR: NO -01A LABOR, SOURCE OF SUPPLY ---240,891 266,403 298,300 252,700 300,000 19% NO -01B LABOR, PUMPING 437,647 605,181 524,300 574,600 680,000 18% NO -01C LABOR, WATER TREATMENT 232,463 260,994 282,200 247,800 293,000 18% NO -011) TRANS & DISTR 1,451,204 1,960,424 1,734,600 1,861,900 2,203,000 18% NO -01 E OUST ACCTS &I FO 628,027 724,443 745,200 688,000 814,000 18% NO -01F LABOR, ADMINISTRATIVE 520,4821 538,489 617,500 511,400 605,000 18% NO -01G LABOR, ACCOUNTING 372,4561 394,178 440,000 374,200 443,000 18% TOTAL NORMAL - LABOR 3,883,170 4,750,112 4,642,100 4,510,600 5,338,000 18% OTHER: NO -03 TRAVEL 90,9641 59,591 66,000 58,500 75,000 28% NO -04 -TRANSPORTATION 77,057.1 70,185 72,500 70,500 95,000 35% NO -05A MAINT OF VE?iICLES . 134,923 122,204 128,500 124,700 138,000 11% NO -058 MAINT OF OFFICE EQUIP 21,546 26,850 26,100 20,300 58,000 186% NO -05C MAINT OF TANK SITES 98,932 99,525 104,000 104,000 110,000 6% NO -07 INSURANCE 6,580 19,212 25,000 35,600 50,000 40% NO -08A EMP BENEFITS, HEALTH FUND 662,416 711,314 799,000 739,000 822,000 11% NO -088 EMP BENEFITS, FICA 342,065 430,822 420,000 417,000 511,000 23% NO -08C EMP BENEFITS, WORKERS' COMP 74,305 69,299 100,000 65,000 75,000 15% NO -081) EMP BENEFITS, ERS 299,011 0 10,000 19,400 327,000 1586% NO -09 RENT, REAL PROPERTY 9,006 1,765 1,500 700 1,500 114% NO -10 EQUIP RENTAL, OFFICE 854 964 800 800 4,000 400% NO -11 UTILITIES 127,317 177,939 206,500 170,600 471,000 176% NO -12 JANITORIAL SERVICES 17,873 18,539 23,700 20,500 25,000 22% NO -13 POWER PURCHASES 6,214,305 7,259,661 8,375,000 8,500,000 9_1300,000 9% NO -14 WATER PURCHASES 43,888 33,589 37,000 30,000 37,000 23% NO -15 ADVERT & PUBLIC RELATIONS _ 33,669 31,146 47,200 33,0001 42,000 27% NO -16B CONTRACTUAL SVCS - IAB & EQUIP 428,313 404,258 400,000 470,0001 410,000 -13% NO -16C CONTRACTUAL SVCS - PUMPS & D/W 2,159 58,855 50,000 40,000 40,000 0% NO -160 CONTRACTUAL SVCS - OTHER 97,942 284,560 640,000 625,000 414,000 -34% NO -17A M & S - SOURCE OF SUPPLY 917 29,134 42,000 35,000 35,000 0% NO -17B M & S - PUMPING 307,940 524,607 466,000 400,000 466,000 17% NO -17C M & S - WATER TREATMENT 316,264 310,790 360,000 360,000 400,000 11% NO -17D M & S - TRANSMISSION & DISTRIBUTION 419,868 461,550 456,000 328,000. 435,000 33% NO -17E M & S - CUSTOMER ACCOUNTING 11,275 15,204 17,000 9,000 20,000 122% NO -17F M & S - ADMINISTRATIVE 13,658 21,682 16,000 16,000 16,000 0% NO -17G M & S - ACCOUNTING 5,569 3,901 5,000. 10,000 15,000 50% NO -17H M & S - DATA PROCESSING 2,851 9,049 8,000 5,600 15,000 168% NO -18 POSTAGE 71,896 80,229 80,000 80,000 110,000 38% NO -19 IN-SERVICE TRAINING 40,349 21,035 25,500 22,000 42,000 91% NO -20 BANK COLLECTION 1,700 1,950 2,500 2,000 5,000 150% NO -21 SUBSCRIPTIONS 12,817 10,215 16,600 11,700 15,500 32% NO -23 SAFETY M&S 38,462 46,727 51,300 32,500 44,000 35% NO -24 INTEREST - G.O. BONDS 707,358 667,58 675,01 00 620,000 600,000 -3% NO -25 MISCELLANEOUS 71,525 2,4341 2,250 4,675 5,300 13% TOTAL NORMAL - OTHER 10,805,574 12,066,366 13,755,950 13,481,075 15,229,300 13% TOTAL NORMAL OPER EXPENDITURES 14,688,744 16,816,478 18,398,050 17,991,675 20,567,300 14% *C=(B-A)/A page 2 DEPARTMENT OF WATER SUPPLY, COUNTY OF HAWAII FY2002 BUDGET REPORT SUMMARY e o n 'C=(B-A)/A page 3 FY 1999 FY 2000 FY2001 FY2001 =FY2002BUDGET PROJECTED % NORMAL REFUND: NR -13A PAYMTOFW/TAX-FEDERAL --869,699 1,169,118 1,125,000 907,000 0 -100% NR -13B PAYMT OF W/TAX - STATE 283,216 328,859 335,000 300,000 0 -100% NR -13C EMPLOYEES RETIREMENT DEDUCTION 99,883 114,462 116,000 97,200 0 -1004 NR -13D MISCELLANEOUS 1,322,626 1,302,456 1,300,000 1,372,000 0 -100% NR -13E REFUND EXT. TO SURD. 16,620 34,069 13,000 16,762 -0 1100% NR -13F CUSTOMER REFUNDS 116,660 149,876 175,000 147,000 0 -100% TOTAL NORMAL REFUND EXPENDITURES 2,708,704 3,098,840 3,064,000 2,839,962 NORMAL SVC INSTALL.. EXPENDITURES: AR -01 LABOR 227,618 244,123 292,855 231,700 0 -100% AR -04 TRANSPORTATION 10,273 9,173 9,000 9,000 0 -100% AR -16 CONTRACTUAL SERVICES 9,965 4,998 10,000 7,000 0 -100% AR -17 MATERIALS & SUPPLIES 74,629 65,364 75,000 50,000 0 -100% TOTAL NORMAL SVC INSTALL. EXPENDITURES 322,485 323,658 386,855 297,700 0 1 -100% NORMAL CAPITAL EXPENDITURES: NC -01 LABOR 653,333 692,582 761,423 657,7000 -100% NC -03 TRAVEL 5,492 4,725 5,600 4,500 0 -100% NG -04 TRANSPORTATION 15,782 13,971 13,100 14,008 0 -100% NC -16 CONTRACTUAL SERVICES 157,945 150,028 625,000 517,000 - 300,000 -42% NC -17 MATERIALS & SUPPLIES 236,975 235,543 541,000 232,500 -----oT--100% NC -18 METERS & METER BOXES 227,386 202,540 191,000 191,000 0 -100% NC -22 LAND & LAND RIGHTS 57,449 15,000 100,000 52,000 0 -100% NC -26 EMERGENCY DISASTER 4,695 0 0 0 0 #DIV/O! TOTAL NORMAL CAPITAL EXPENDITURES 1,359,057 1,314,389 2,237,123 1,668,700 300,000 -820/. TOTAL NORMAL EXPENDITURES 19,078,990 21,553,365 24,086,028 22,798,037 20,867,300 -8% NEW EQUIPMENT EXPENDITURES: EP -10 NEW EQUIP EXPENDITURES - ADM. 83,419 83,193 70,000 22,000 65,000 195% EP -10 NEW'EQU1P EXPENDITURES - ENG. 229,747 5,884 152,000 152,000 135,000 -11% EP -10 NEW EQUIP EXPENDITURES - FIN. 99,108 154,202 400,000 400,000 125,000 -69% EP -10 NEW EQUIP EXPENDITURES - OPS. 337,425 - 207,110 400.000 400,000 307,000 -23% EP -10 METERS & METER BOXES - OPS. 0 0 0 0 210,000 DIV/01 TOTAL NEW EQUIPMENT EXPENDITURES 749,699 450,389 1,022,000 974,000 842,000 -14% TOTAL NORMAL & NEW EQUIP EXPENDITURES 19,828,689 22,003,754 25,108,028 23,772,037 21,709,300 1 -9% BOND REDEMP, CIP RESRVE TRF & CONTINGENCY: DR -25 BOND REDEMPTION FUND 879,000 895,000 1,036,000 925,900 0 -100% RR -27 CIP RESERVE FUND TRANSFER (15%) 3,024,374 2,265,400 0 0 0 #DIV/01 CF CONTINGENCIES 0 0 0 0 0 #DIV/01 TOTAL EXPENDITURES 23,732,063 25,164,154 26,144,028 24,697,937 21,709,300 -12% EXCESS RECEIPTS OVER EXPENDITURES 96,063 4,870,700 'C=(B-A)/A page 3 (_OST OF SERVICE Ref: Final Report, Water Rate Study for County of Hawaii Department of Water Supply, March 2001 "..;1 By R.W. Beck 1302 / 11-00598-10101-0101 R. W. Beck 3-3 EXHIBIT "F" TABLE 3-1 CLASSIFIED OPERATIONS AND MAINTENANCE EXPENSES FISCAL YEAR 2002 Extra Customer Costs Description Base Capacity Meters Customers Fire Protection Total Operating Expenses Source of Supply $437,900 $0 $0 s0 $0 $437,900 Power and Pumping Supervision & Engineering $28,207 $13,893 s0 $0 $0 $42,100 Pumping Labor 255,270 125,730 0 0 0 381,000 Pumping Supplies & Expenses 35,108 17,292 0 0 0 52,400 Structures & Improvements 14,137 6,963 0 0 0 21,100 Pumping Equipment 522,600 257,400 0 0 0 780,000 Power Purchased 6,026,650 2,968,350 0 0 0 8,995,000 Additional Staff 174,803 86,097 0 0 0 260,900 Total Power and Pumping $7,056,775 $3,475,725 $0 $0 $0 $10,532,500 Purification $1,058,064 $521,136 $0 $0 $0 $1,579,200 Transmission and Distribution Supervision & Enoneering -Transmission $14,204 $6,996 $0 $0 $0 $21,200 Supervision & Engineering- Distribution 83,147 40,953 0 0 0 124,100 Operation of Transmission Unes/Reservoirs 3,618 1,782 0 0 0 5,400 Operation of Distribution Lines/Reservoirs 49,714 24,486 0 0 0 74,200 Operation of Meters 0 0 89,300 0 0 89,300 Services on Customers Premises 0 0 206,000 0 0 206,000 Structures & Improvements 258,888 127,512 0 0 0 386,400 Transmission Lines 2,814 1,386 0 0 0 4,200 Distribution Mains 157,785 77,715 0 0 0 235,500 Meters 0 0 222,600 0 0 222,600 Hydrants 0 0 0 0 83,600 83,600 Additional Staff 109,880 54,120 0 0 0 164,000 i, Subtotal Transmission and Distribution $680,050 $334,950 $517,900 $0 $83,600 $1,616,500 Maps & Records $43,176 $21,588 $32,896 $0 $5,140 102,800 Other Departmental Office Expense 29,316 14,658 22,336 0 3,490 69,800 Engineering Office work 279,804 139,902 213,184 0 33,310 666,200 Total Transmission and Distribution $1,032,346 $511,098 $786,316 $0 $125,540 $2,455,300 Customer Accounts $0 $0 $0 $954,100 $0 $954,100 - Administrative and General $1,175,470 $475,190 $350,140 $450,180 $50,020 $2,501,000 Taxes $250,557 $101,289 $74,634 $95,958 $10,662 $533,100 Subtotal Operating Expenses $11,011,112 $5,084,438 $1,211,090 $1,500,238 $186,222 $18,993,100 Ref: Final Report, Water Rate Study for County of Hawaii Department of Water Supply, March 2001 "..;1 By R.W. Beck 1302 / 11-00598-10101-0101 R. W. Beck 3-3 EXHIBIT "F" Hydraulic Calculations Up Node Kaiaoa Node 2 Dn Node Node 2 Node 3 Length 3504 1475 Diameter 12 8 "C" 110 110 Flow 1183 1020 Velocity 3.35 6.51 Head Loss 16.5 38.2 Kalaoa Node 2 2450 12 1 110 1183 3.35 11.5 Node 2 Node 3 1599 8 110 1163 7.42 52.8 Node 3 Node 4 1970 12 110 1134 3.22 8.7 Node 4 Node 5 1725 8 110 1094 6.98 50.9 Node 5 Node 6 1977 8 110 545 3.48 19.6 Node Node 2 Elevation 1736 Flow 1183 Pressure 27.1 HGL 1798.5 Zone 1-A 1475 1020 123.6 1760.3 Node 2 1728 1183 32.7 1803.5 Zone 1 1505 1163 106.5 1750.8 Zone 2 1300 1134 138.3 1619.2 Zone 3 1036 1094 132.2 1341.1 Zone 4 818 545 137.9 1136.3 ]O=BIT "G" USDA -RD Form RD 442-7 (Rev. 11-96) Position 3 OPERATING BUDGET Form Approved OMB No. 0575-0015 Schedule 1 Name Department of Water Supply, County of Hawaii Address 345 Kekuanaoa St. Suite 20 Applicant Fiscal Year, From July 1, 2002 To June 30, 200.3 County County of Hawaii State (Tncluding7_1P Code) Hawaii 96720 OP l?A � INCOME 1 User charges 9 112 19 2003 12 200 First Full Year (t) (2) (3) (4) (5) 164,957.00 2 3. 4. 5. Miscellaneous 6. Less: Allowances and Deductions 7: Total Operating Income (Add Lines I through 6) QPERA'I'ING EXPFNSES 8 Source of supply ( ) ( ) ( ) ( ) ( ) 164,957.00 (5,386.00) 9. Purification,Power,Pump (102,812.00) 10. Transmission & distrib (8,365.00) 11. Maps & records 12Engineering��office (892.00) (3,442.00 ) 13. Customer accts, Adm (14,458.00). 14. Taxes (3,082.00) 15. Interest (RD) 16. Depreciation 17. Total Operating Expense (Add Lines 8 through 16) is. NET OPERATING INCOME (LOSS) (Line 7less 17) NQNQ MRAUiQ 1NCQME. 19. (138,437.00) 26,520.00 20. 21. Total Nonoperatina Income (Add Lines 19 and 20) 22. NET INCOME (LOSS) (Add Lines 18 and 21) /Transfer to Line A Schedule 2 26, 520.00 Budget and vrolectea t-asn r iow ripproveu oy u—i—iis Duuy Attest: According 10 tee Papenyorz Reduction AIX rf 1995, on agency may not conduct or sponsor, and a penman is txn imd w manbe. The valid O.WB control number for this infomration collectiar is 05%.N"1 -The time required to mm rlrrs r the time for reviewing insavctiotu, searching eus ng data sources, gathering and araimanmg the data needed a m� Secretary Date j L) .,Ippropriate Official"1 ' Date rd to a collection rf infor7natiun :rgeas i1 displays a tulid OW contrat ion coilecdon is :stimated to awrop S hours per response, indudirg and reviewing the collection of information. PROJECTED CAMFLOW 19 119 A. Line 22 from Schedule 1 Income (Lass) Add B. Items in Operations not Requiring Cash: 1. Depreciation (Line 16, Schedule 1) 2. Others: C. CashProvidedfrom: 1. Proceeds from RD loan/grant 2. Proceeds from others 3. Increase (Decrease) in Accounts Payable, Accurals and other Current Liabilities 4. Decrease (Increase) in Accounts Receivable, Inventories and Other Current Assets (Exclude Cash) 5. Other:-aszgt 6. D. Total all A, B, and C Items E Less. Cash Expended for: 1. All Construction, Equipment and New Capital Items (Loan and grant funds) 2. Replacement and Additions to Existing Property, Plant and Equipment 3. Principal Payment RD Loan 4. Principal Payment Other Loans 5. Other: 6. Total E 1 through 5 Add F. Beginning Cash Balances a Ending Cash Balances (Total of D minus.E 6 plus F) Item G Cash Balance Composed of Construction Account Revenue Account Debt Payment Account O&M Account Reserve Account Funded Depreciation Account Others: Total - Agrees with Item G Schedule 2 19 2003 19 2004 First FullYear 26,520.00 3,651,600.00 1 948.400.00 149,700.00 3.651.600.00 948.400.00 176.220.00 (3,651,600.00) (948,400.00) (149,700.00) (3,651,600.00) (946,400.00) (149,700.00) $ $ $ 0.00 $ 0.00 $ 26,520.00 26,520.00 $ $ $ $ $ 26,520.00 ENVIRONMENTAL REPORT FCONA COASTVIEW/WONDER WATER SYSTEM IMPROVEMENTS JOB 11: 91 Kalaoa 2" & 3rd, District of North Kona Island of Hawaii State of Hawaii April 2002 Prepared in Partial Fulfillment of the Requirements of the National Environmental Policy Act Prepared For: DEPARTMENT OF WATER SUPPLY County of Hawaii 345 Kekuanaoa Street, Suite 20 Hilo, Hawaii 96720 Prepared By: Inaba Engineering, Inc. 273 Waianuenue Avenue • Hilo, Hawaii 96720 Ph. 808.961.3727 • Fx. 808.935.8033 TABLE OF CONTENTS Table of Contents .......................................... i SECTION 1.0 PURPOSE AND NEED FOR PROJECT (By DWS) ............ 1 1.1 Project History Summary ............................ 1 1.2 Purpose and Need for Project ......................... 3 1.3 Project Description ................................. 5 SECTION 2.0 ALTERNATIVES TO THE PROJECT ACTION ............... 7 2.1 No Action ........................................ 7 2.2 Total Improvement District (ID) ....................... 7 2.3 Combination ID with USDA Funding ................... 7 SECTION 3.0 AFFECTED ENVIRONMENT ............................. 8 3.1 Land Use ......................................... 8 3.2 Flood Plains ....................................... 9 3.3 Wetlands ......................................... 10 3.4 Cultural Resources, Historic / Visual ................... 11 3.5 Biological Resources ................................ 12 3.6 Water Quality Issues ................................ 12 3.7 Coastal Resources .................................. 13 3.8 Socio-economic / Environmental Justice Issues ........... 13 3.9 Air Quality ........................................ 14 3.10 Transportation ..................................... 15 3.11 Noise ............................................ 16 SECTION 4.0 SUN84ARY OF MITIGATION ............................ 18 SECTION 5.0 CORRESPONDENCE .................................... 20 SECTION 6.0 EXHIBITS AND MAPS .................................. 21 REFERENCES ......................................... 22 i SECTION 1.0 PURPOSE AND NEED FOR PROJECT 1.1 PROTECT HISTORY SUMMARY (By DWS) Introduction: The Kona Coastview/Wonder View subdivisions, encompassing Tax Map Keys 7-3-13, 14, 15, 16, 22, 23, & 28, are located in North Kona approximately 2.5 miles north of the Mamalahoa Highway and Palani Road intersection. Kona Wonderview Subdivision (KWS), consisting of 132 RS -7.5 lots, was granted final subdivision approval on October 27,1961. The Kona Coastview Subdivision(KCS), directly adjacent and to the south of the KIVS and consisting of 283 RS -15 lots, was developed in 6'phases. Final subdivision approvals were granted on October 21, 1963(20 lots); May 20, 1964 (52 lots); January 28, 1966(80 lots); July 21, 1967 (52 lots); January 2, 1968 (48 lots); and May 21, 1968 (32 lots). Availability of Water to Subdivisions: As part of the subdivision approval processes for both subdivisions, the County Planning and Traffic Commission, predecessor to the Planning Department, did not require any water system improvements because of the financial hardship of extending the existing waterline 2- %2 miles from the intersection of Palani Road and Mamalahoa Highway. In lieu, potable water to each lot was provided by individual catchment systems. The Department of Water Supply (DWS) extended a 12 -inch waterline in the early 1970°s from the intersection of Palani Road and Mamalahoa Highway to Kalaoa, thereby, malting water available to both subdivisions. As such, the Kona Highlands Subdivision(KHS), directly adjacent and to the north of the KWS with final subdivision approval granted in June 1971, was developed with a County dedicable water system. Consequently, water became available to KWS/KCS and Carl Matsumoto, proprietor of the Matsumoto Water Company, Inc.(MWC), was able to acquire eight (8) meters, consisting of seven(7) 5/8 -inch and one 2 - inch meters. These meters were located along the Mamalahoa Highway and within KHS. In order to provide services to KWS/KCS residences, MWC constructed with its own funds a private water system that consisted of nonstandard polyvinyl(PVC), copper and galvanized pipelines ranging in sizes from 1 1/4 -inch to 2 -inches; along with 6 -inch ductile iron pipelines. This system presently services approximately 158 residences within KWS/KCS. Another private water system, Kalaoa Water Company (KWC), acquired a 1 1/2 -inch meter in 1971 and began service to residences in KCS that presently services 58 residences. Concurrently, beginning in 1971, DWS also began issuing meters along the Mamalahoa Highway and KHS and presently there are 123 residences that have service through the DWS. As of November 1991, DWS has limited the availability of meters connected to the 12 -inch waterline along Mamalahoa Highway and only if space is available along the highway. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 1 Further, only one (1) meter was allowed per lot of record and no meters were available for 'ohana' or 'second dwellings'. As a consequence of the meter being so far removed from the actual residence it services for all these water systems, a myriad of consumer waterlines traverse private property, roadways, drainage ditches, culverts and driveways_ These waterlines or aggregation of waterlines, consisting mostly of PVC or high density polyethylene (HDPE) pipelines, are more commonly referred to as "spaghetti lines." For DWS meters that front the applicant's lot, a "Policy & Conditions for Water Service (Premises not within service limits of the Department)" agreement must be executed by the applicant. This agreement basically notifies the applicant that they are responsible to obtain all necessary easements and permits from any governmental agency or private individual that would be affected by the installation of the applicant's waterline. Matsumoto Nater Company (MWC) Payment History: Since 1973, when MWC began acquiring meters from the DWS, MWC has been simultaneously granting private meters to lots within KCS/KWS and charging monthly consumption fees. DWS has no concrete knowledge on the collection of these fees, and their corresponding rate schedule. Delinquencies owed DWS began to appear as early as 1987and DWS has been consistently sending billings in a prompt manner. In addition, DWS, realizing that the public health and safety of MWC's customers was at stake, has attempted to cooperate with MWC to ensure that its water bills were kept current. On July 18, 1991, a Stipulated Agreement (Civil No. 90-046K), between DWS and MWC, was issued by the Third Circuit Court. This agreement basically noted that all bills were current as of July 31, 1990; no additional customers were to be hooked up; all applicable fees and charges retroactive to April 6, 1987 were to be paid; and bills were to be current. Unfortunately, MWC's delinquencies continued. In an effort to assist MWC since then, DWS has proposed and instituted payment plans, and attempted to secure financing through the mortgaging of MWC's real estate assets, all to no avail. Delinquencies have continued at such a rate that presently, MWC is in arrears to DWS in the amount of approximately $180,000 as of July 2001 Finally, as a last resort, DWS filed and was granted a Summary Judgement (Civil No. 97-197K) against MWC on May 10, 1998 that authenticated DWS's claims against MWC and enabled DWS the right to demand payment of delinquencies and penalties. More importantly, this further allowed DWS, in accordance with Rule 3, Section 3-11(2), DWS Rules and Regulations, the authority to discontinue service for nonpayment of bills. However, the DWS, realizing that discontinuance of service to MWC would ultimately affect the health, welfare and safety of MWC's 158 customers, is reluctant to resort to this final action. As a result of this and the recent untimely expiration of Carl Matsumoto, owner of Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 2 .................. MWC, the situation remains unresolved. 1.2 Purpose and Need for project Governmental and Private Efforts: Since the inception of both subdivisions, water service has either been provided through private catchment, private water systems or from DWS. Realizing that these sources are unreliable, high, in maintenance, expensive and in most cases non -conforming to County standards, efforts have been directed towards installing a County dedicable water system by governmental and private entities. Numerous public/private meetings, Water Commission meetings and discussions / correspondences were held between DWS and concerned residents of KCS/KWS since 1981 in an effort to resolve these issues, with no concerted initiative as a result, The overriding issue remained that the residents, collectively, were not willing to finance. on their own, or the DWS was not obligated by its policies to install a dedicable water system at its own expense. Further, residents took issue to DWS's standards for such a system including the type of construction material, and design specifications. However, it should be noted that these materials and specifications, while making construction costly, have been developed through longterm experience, and are specifid'to.our. island conditions. To accept any hmg less would compromise DWS's ability to provide efficient long term and economic cost effective water service. Formal efforts were first initiated by the County Council with their adoption of Resolution No. 149-93 on January 26, 1994, relating to the construction of permanent water system improvements to County of Hawaii standards by an Improvement District (1D) process, in accordance with Chapter 12 of the Hawaii County Code. This resolution instructed the Chief Engineer to prepare and submit a report that outlined the required affected area, method of assessment, required improvements, and related costs. However, due to administrative concerns, Ordinance No. 95-22, approved by the Mayor on February 9, 1995, amended Chapter 12 of the Hawaii County Code to instead direct the Manager of DWS to prepare and submit such a report. The report (Communication No. 1216) was submitted by the Manager on May 31, 1996. The estimated cost of the improvements was $5.8 million to be assessed equally among the lot owners in both subdivisions. The assessment pro -rata share for each lot under this proposal was approximately $13,700. As a result, the Council adopted Resolution No. 352-96 on September 6, 1996, proposing to implement these improvements through a Council initiated ID. This resolution specified the method of assessment, assessment bond requirements, and affected area. As also required by the resolution, the County Council held a Public Hearing at the King Kamehameha Kona Environmental Report Kona CoastviewlWonder View Subdivision Water System Improvements Page 3 Beach Hotel on November 1, 1996 at 6:30 pm to discuss this proposal, to gain public input, and to determine the resident's willingness to proceed with the improvement district process. If the public hearing did not receive a 50% objection, the improvement district would proceed pursuant to Section 12-18 of the Hawaii County Code. Public reaction was diverse and residents that already have water service objected to any additional assessment, since they have already made substantial investment to get water service. Several residents, realizing the tenuous condition of the private water systems were in favor of proceeding with the improvement district. Other residents were concerned about the high cost to implement .the, improvement district and the method of assessment. No real resolution was gained as a result of the public hearing and efforts to continue with the improvement district stalled, especially since there was a change in council membership. However, DWS, realizing the resident's apathy to the improvement district due to the high pro -rata assessment, the unwillingness of the residents that already have water service, and the imminent demise of the AMC system, took it upon itself to develop a strategic plan to first, reduce the pro -rata assessment and secondly to ensure the repayment of the improvement district bond. As a result of this effort, a two pronged plan was developed with funding through the USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural Development (RD) of USDA, and a Council initiated ID process to ensure the repayment of the loan. Under the RD program, respective portions of the funding would be from a loan, which is to be repaid by the applicant and a grant portion which does not have to be repaid. Eligibility for these funds and the respective portions of the funding, if eligible, are based on the median household income of the residents in KCS/KWS. Eligible applicants include any public entity or non-profit organization that can obtain the legal authority to own, construct, operate, maintain, and be able to ensure the repayment of the loan portion. Based on a determination by RD in 1999, the water system improvements within KCS/KWS were eligible for their program and the median household income for CS/KWS at the time qualified them for a 45% grant and 55% loan. The applicant would be DWS and it would be responsible for the repayment of the loan portion. The RUS loan terms are very attractive with a maximum term of 35 years as required by State Statute at a current rate of 4.5% to 5% interest rate. Based on these terms and a loan of approximately $2.4 million, 416 residents, the pro -rata assessment for each lot owner would be approximately $39 per month, with the understanding that lot owners that already have service with DWS would pay a discounted amount. The ID process would be the legislation authorizing DWS the power to lien any lot that with delinquent assessments. These amounts are subject to change pending finalization of estimates and applications to the USDA. The aspects of this dual plan were presented at a Special Informational Public Meeting, sponsored by the Water Commission on May 25, 1999 at the King Kamehameha Hotel. Environmental Report Kona CoastviewlWonder View Subdivision Water System Improvements Page 4 _........... ......... _ ......._....... ......... ..._..... ......_.. _. __. _ ..... Presentations were made by a representative from RD and Big Island Resource Conservation Development (RCD) of the USDA, DWS, and a private planning consultant versed in the RD loan/grant program. Given the eminent demise of the private -water systems (MWS and KWC) within KCS/KWS, the untimely expiration of Carl Matsumoto, the need for fire protection; it is imperative that a county dedicable water system be constructed within these subdivisions. Also, given that all measures and alternatives have been proposed, and discussed, and that the only feasible, enforceable and affordable plan to implement such a system is through a combined USDA loan grant program and a Council initiated ID; it is incumbent on the Council, DWS, and the residents to ensure that this effort goes forward. Unless this program is implemented in its entirety, there is a strong possibility, if not an eventuality, that service from these private water systems will surely be more expensive or non-existent. 1.3 Project Description The proposed new water system will be built to County of Hawaii Department of Water Supply dedicable standards. All work shall conform to the current Water System Standards Volumes 1 & 2 as amended. Generally, the work shall include but not be limited to the following: • Two 0.10 million gallon reinforced concrete reservoirs • 14,900 lineal feet 6 -inch ductile iron waterline • 9,200 lineal feet 8 -inch ductile iron waterline • Three pressure reducing valve units (PRV) • Thirty three fire hydrants • 211 Type "C" service laterals New water lines will be connected to a 12" waterline which runs along Mamalahoa Highway which is supplied by the Kalaoa 0.30 MG reservoir and the Honkohau Production Well. The waterlines will be installed within existing roadways and new easements. Fire hydrants will be installed and spaced in accordance with Hawaii County Fire Department and Department of Water Supply requirements and standards. Service laterals, pry units and other related work will conform to Department of Water Supply requirements and standards. Reinforced concrete reservoirs will also be constructed to DWS standards and seismic zone 4 Environmental Report Kona CoastviewlWonder View Subdivision Water System Improvements Page S requirements. Reservoir site work will include grading, paving, inlet and outlet piping controls and valves, chain link fencing and landscaping. The sites for the reservoirs will be acquired by the DWS. See Figure 6 for schematic layout of proposed water system improvements. The estimated construction cost of the project is approximately $3,800,000.00. Funding for this project will be through a combination of loans and grants through USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural Development of the USDA, the Department of Water Supply, and a Hawaii County Council Improvement District process for loan repayment. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 6 SECTION 2.0 ALTERNATIVES TO THE PROJECT ACTION 2.1 No action The no action alternative would maintain the status quo for the distribution of water within these two subdivisions. The problems described in Section 1.0 regarding the two private water companies will not be resolved. MWC's financial instability would continue and might eventually shut down. This would leave the approximately 152 residences serviced by MWC with out potable water supply. The questionable future maintenance and viability of the private systems would lead to probable disruption in services putting the health and welfare of the residents at risk. Fire protection would also not be available in the no action scenario. Based upon the current status of the existing water delivery systems, the dire financial condition of the private water company, and the desire to provide fire protection, the Department of Water Supply does not consider the "No Action" alternative to be a viable option. 2.2 New Water System - Total Improvement District (ID) Once the decision to go for new county dedicable water system was made, project funding became the controlling issue. The DWS is not obligated, by its policies to install a dedicable water system and the consensus of the residents was that they were not willing to pay for a new system on their own. County efforts to finance the project through an Improvement District process did not gain support of the residents due to the high pro -rata share of assessment. Therefore, the ID process was dropped. 2.3 New Water System - Combination USDA Funding with ID The DWS, realizing the resident's apathy to the improvement district due to the high pro -rata assessment, the unwillingness of the residents that already have water service, and the imminent demise of the MWC system, took it upon itself to develop a strategic plan to first, reduce the pro -rata assessment and secondly to ensure the repayment of the improvement district bond. As a result of this effort, a plan was developed with funding through the USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural Development (RD) of USDA, and a Council initiated ID process to ensure the repayment of the loan. Under the RD program, respective portions of the funding would be from a loan, which is to be repaid by the applicant and a grant portion which does not have to be repaid. The DWS is in the process of proceeding with this plan to fund the project. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 7 SECTION 3.0 3.1 Land Use AFFECTED ENVIRONMENT 3. 1.1 Affected Environment Land use of theproperties are existing residential subdivisions.. Current zoning for Kona Wonder View subdivision is RS -7.5, residential 7,500 square feet, and consists of 132 lots. Current zoning for Kona Coastview subdivision is RS -15, residential 15,000 square feet and consists of 283 lots. State land use designation is "U" or urban. The County General Plan classifies the area for urban expansion. The project is located outside the Special Management Area (SMA). Approximately 322 of the 415 lots or about 80% of the two subdivisions are currently developed with residential structures. Some of the lots include additional "ohana" cottages. There are also 23 additional condominium (Condominium Property Regime, CPR) units within the Kona Coastview subdivision. Contacted agencies have not indicated the project area to be located in or near Formally Classified Lands to include national parks, natural landmarks, national historic sites and battlefields, state parks, wildlife refuges, or land administered by federal, state, and county agencies. Soils in the area are classified as rPYD & rKED per the "Soil Survey of Island of Hawaii, State of Hawaii," by the Soil Conservation Service. See Figure 5. Symbol rPYD represents "Punaluu extremely rocky peat, 6 to 20 percent slopes" soil series, with erosion factor K=0.02, and falls in hydrologic group "D." The Punaluu series consists of well -drained thin organic soils over pahoehoe lava bedrock. These soils are gently sloping to moderately steep. They are generally at an elevation ranging from near sea level to 1,000 feet and may receive 20 to 50" of rainfall annually. These areas are characterized by rock outcrops occupying 40 to 50 percent of the surface of this soil. This soil is low on the leeward side of Mauna Loa. The peat is rapidly permeable whereas the pahoehoe is very slowly permeable. Runoff is slow and the erosion hazard is slight. These soils are generally used for pasture. The natural vegetation might consist of koa haole, Christmas berry, guinea grass, natal redtop, and sand bur. Symbol rKED represents "Kaimu extremely stony peat, 6 to 20 percent slopes" soil series, with erosion factor K=0.02, and falls in hydrologic group "A.". The Kaimu series consists of well -drained thin organic soils over Aa lava. These soils are gently sloping to moderately steep. They are generally at an elevation ranging from near sea level to 1,000 feet and receive 40 to 60" of rainfall annually. Permeability is rapid, Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements ........ ........ ...... 1.11 1111 ._.. ........ Page 8 .........._.......... _... . _ . runoff is slow, and the erosion hazard is slight. This soil is not suited for cultivation. Small areas are used for pasture. The natural vegetation might consist of Christmas berry, guava, guinea grass and lantana. No agricultural lands information -was provided by NRCS in its response letter dated March 22, 2002. 3.1.2 Environmental Consequences Pipelines and appurtenances are proposed to be installed in existing right-of-ways (approx. 24,000 lineal feet). The existing roadways consist of approximately 16' wide pavements with grassed shoulders, and drainage ditches along the roadways. One water tank is proposed to be located on a vacant lot (Tmk: 7-3-22:46, 18,280 sf) and on a portion of property adjacent to Kona Coastview subdivision, south end of Kauwila Street. (Tmk: 7-3-05:90 portion, tank site will require approximately 18,000 sf). These reservoir would need to be acquired by the DWS. This project will not cause a change in the existing use of the land which is already subdivided and in use as residential subdivisions. The installation of a new water system will provide a dependable and safe distribution network and fire protection which will complement and enhance the existing land use. There will not be adverse impacts to existing land use as a result of this project. 3.1.3 Mitigation No mitigation measures are anticipated. 3,2 Flood Plains 3.2.1 Affected Environment Project site is likely located in Panels *0682 C and *0701 C of the Flood Insurance Rate Maps. For these panels, the Federal Emergency Management Agency (FEMA) notes , "*Panel not printed - Area All in Zone X." These areas are considered "Other Areas Zone X" and are defined as Areas determined to be outside 500 -year flood plain. Per Atlas of Hawaii, the area is categorized as Hualalai Undissected Upland, which is defined as slopes with little or no established surface drainage. No major drainage structures are evident within the two existing subdivisions. Existing facilities include unpaved swales and ditches along the paved roadway and culvert (18" to 24" diameter) crossings at intersections. Runoff would appear to be Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 9 generated from local areas such as roadways and house lots. The surface runoff runs along the roadways downhill west and probably percolates and ponds along the way and then flows off the properties at the western or makai end of the subdivisions. Properties downslope of the project are undeveloped. 3.2.2 Environmental Consequences & Mitigation This installation of pipelines within the existing roadways will not alter any drainage ways or flood plains. The reservoirs will be designed and graded to minimize effects to adjoining properties due to rainfall runoff. Negative effects such as silt and debris runoff after rainfall would be related to construction activity and would be short term and temporary in nature. 3.2.3 Mitigation Construction of improvements will be required to conform to all State environmental and pollution control requirements, County of Hawaii grading ordinances, erosion and pollution control requirements and best management practices plans. No impacts to flood plains or drainage ways are anticipated as a result of this project. The County of Hawaii Department of Public works commented that waterlines be placed a minimum of 12 -feet from the property lines to provide clearance for possible future drainage structures within the road right-of-ways. 3.3 Wetlands 3.3.1 Affected Environment The project area is not within or near areas designated as wetlands or near any rivers, streams lakes or ponds. 3.3.2 Environmental Consequences The U.S. Fish & Wildlife Service did not indicate any designated wetlands in the immediate vicinity of this project per their response letter of March 27, 2002. 3.3.3 Mitigation Impacts to wetlands are not anticipated as a result of this project therefore no mitigation measures are anticipated.. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 10 ..................... 3.4 Cultural Resources, Historic / Visual 3.4.1 Affected Environment No archaeological or cultural features are known to exist within the road right of ways and easements, and reservoir sites where the proposed improvements are to be installed. These areas have been previously disturbed and therefor the presence of archaeological features are unlikely. The proposed reservoir site TMK: 7-3-22:46 is vacant and may not have been disturbed. Based on the draft environmental review by State Historic Preservation Officer the following is recommended. If the location has not been grubbed/graded, it should be checked by an archaeologist to determine the presence/absence of historic sites. If historic sites are present, an archaeological inventory survey will need to occur to document the site, evaluate the significance, and propose mitigation recommendations for any significant sites. Funding for the project will be obtained through the United States Department of Agriculture (USDA). The use of federal funds requires compliance of Section 106 of the National Historic Preservation Act. The above are key steps for compliance. These tax map keys are not listed in the county general plan as areas that have visual significance. 3.4.2 Environmental Consequences Waterlines will be installed in existing road right-of-ways which have been previously disturbed. The concrete water tanks will be approximately 37 -feet in diameter and 16 -feet high located on a vacant subdivision lot and on adjoining property that has been cleared and graded for farming. The reservoir site #1 is currently vacant may be disturbed for the first time. Reservoir Site #2 has been previously graded and is used as macadamia orchard. Tank installation will likely affect about six or less macadamia nut trees. 3.4.3 Mitigation To minimize the visual effects of the concrete reservoir, it will be painted with a color to blend in with the environment and the site will be landscaped to provide planting screens. If during the course of clearing and excavation work any evidence is uncovered indicating bones, cultural or archaeological significance, work shall be stopped immediately and the Department of Water Supply and the State historical Preservation Division shall be notified. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 11 3.5 Biological Resources 3.5.1 Affected Environment The natural vegetation of the area and in the vacant lots consist of koa haole, Christmas berry, guinea grass, natal redtop, and sand bur guava and lantana. At least 335 of the 416 total lots or over 80 percent of the lots in the two subdivisions are developed with homes. As such, much of the vegetation on the houselots are introduced plants and grass planted as landscaping by the residents. Since the area is highly residential in nature and about 80% built out, faunal presence would be typical of highly developed areas. Cats, dogs, mongoose, rats, mice and common birds would likely make up the types of animals present. No formal biological. or faunal survey was conducted for this report. 3.5.2 Environmental Consequences Most of the work will occur within existing roadways and previously cleared or graded areas. Reservoir Site 1 will be located in a vacant subdivision lot and Reservoir Site 2 will be located in property that has previously been cleared and graded for farming. It is currently planted with macadamia nut trees. No adverse impacts to biological resources are anticipated as a result of this project. In its comment letter dated March 27, 2002, the USFWS indicated that there are no federally endangered, threatened, or candidate species, nor any designated or proposed critical habitat directly within the proposed project sites and because these areas are already developed, the Service does not anticipate significant adverse project related impacts to fish and wildlife resources. 3.5.3 Mitigation No mitigation measures are anticipated. 3.6 Water Quality Issues 3.6.1 Affected Environment There are no known water quality issues associated with this project. The project area is within the Keauhou aquifer which along with the Kiholo aquifer makes up the Hualalai Aquifer Sector. Potable water is supplied from the Honokohau Production Environmental Report Kona Coastview/Wonder View Subdivision Wntvr .Cvctvm rmnrnvamcnt.c Pn ve 7 2 .............. I ...... Well and is distributed through the DWS water system up to the water meters. 3.6.2 Environmental Consequences Hydrotesting and chlorinated water will be discharged following pressure testing and disinfection of the new pipelines and reservoir. There will also be a drainage sump at each tank site which will be used to dispose of site rainfall runoff, reservoir overflow, and reservoir washout during reservoir maintenance procedures. The drainage sump will not exceed 8 -feet in depth. These activities are not anticipated to adversely impact environmental resources along the pipeline alignment and at the tank sites. The Department of Water Supply standards for disinfection include flushing the system adequately with chlorinated water of at least 50 mg/1 concentration, retaining the chlorinated water inside the pipe overnight, and exposing interior surfaces of the pipe with chlorinated water 300 mg/l for three hours. 3.6.3 Mitigation The discharge and disposal procedure of flushing, hydrotesting and chlorinated water will be performed by the contractor in accordance with current State of Hawaii Department of Health environmental requirements. To minimize soil erosion, runoff, and sedimentation, the contractor will be required to employ necessary measures to insure compliance with the county of Hawaii grading ordinance, and the applicable State Department of Health Pollution Control Standards. The contractor shall also be required to implement and maintain a Best Management Practices Plan (BMP) to minimize effects to the environment. 3.7 Coastal Resources 3.7.1 Affected Environment This project is located approximately 3 1/2 miles away from the shoreline and is not located within the Special Management Area (SMA). 3.7.2 Affected Environment Impacts to coastal resources are not anticipated. 3.7.3 Mitigation No mitigation measures are anticipated. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 13 3.8 Socio-economic / Environmental Justice Issues 3.8.1 Affected Environment The project site is located in the Kalaoa Census Designated Place (CDP) identified as Census Tract 215.01 of which the area generally starts just north of Kailua and proceeds north to about the North Kona district boundary and is bounded by Mamalahoa Highway and the shoreline. Data from the 2000 census indicates a population of 9,505 and 2,541 households. Income data is not yet available for the 2000 census. Based on 1990 census income data for the whole Hawaii County, median income in 1989 dollars for households was $29,712 and 14.2% of persons below poverty level. For Census tract 215.01, median income in 1989 dollars for households was $37,500 and 9% of persons below poverty level. 3.8.2 Environmental Consequences The overall social and economic impacts associated with the proposed action are expected to be positive as the proposed infrastructure improvements will benefit the health, welfare and safety of all existing and future residents of the KCV and KWS subdivision. Construction of the proposed infrastructure will not generate any direct increase in population since the project area is already developed and subdivided to its zoned density. The future population of the project area will be limited by the maximum build out of the subdivisions lots. During public meetings much of the concern by residents were about the pro -rata cost to be assessed to each lot owner. The proposed program of funding through the USDA's Rural Utilities Water and Waste Disposal Loan and Grant Program administered by Rural Development (RD) of USDA, and a Council initiated ID process to ensure the repayment of the loan greatly reduces the pro -rata share of each lot owner. Since this project is being funded by the end users of the water system, a majority of the people affected must give their approval for the project to proceed. The proposed project will have positive direct indirect impact upon the economy of the area in terms of short term construction jobs and economic benefits related to a large construction project in the area. 3.8.3 Mitigation No mitigation measures are anticipated. Environmental Report Kona Coastview/Wonder View Subdivision Water Svstem Improvements Page 14 ..................... 3.9 Air Quality 3.9.1 Affected Environment There are no known air quality monitoring stations in the vicinity of the proposed project. The State Dept. Of Health operates a monitoring station in Kealakekua over 20 miles away. Generally, air quality in the project area would be considered good. Depending upon climatic conditions, the area may be affected by "vog" or volcanic smog caused by emissions from Hawaii's active volcanoes. These intermittent vog conditions vary and may affect large portions of the island at any given time. Other sources of air pollution are motor vehicle emissions from nearby and local roadways and agricultural activities. Agricultural sources of air pollution may include the burning of vegetation, spraying of insecticides and herbicides and farm equipment emissions. 3.9.2 Environmental Consequences Short term impact to air quality will occur either directly or indirectly as a result of construction activity. Ambient air quality will be affected by equipment emissions and construction generated dust. 3.9.3 Mitigation Fugutive dust will be managed by the contractor using water sprinkling, limiting exposed areas and covering the exposed trench areas with trench plates as soon as practicable. Equipment must be properly maintained to assure efficient operation in terms of fuel combustion to assure the cleanest possible exhaust emissions. The contractor will also be required to comply with pollution control regulations of the State Department of Health and the County of Hawaii. 3.10 Transportation 3. 10.1 Affected Environment Kona Coastview and Kona Wonder View Subdivisions each have a primary access from the Mamalahoa Highway (State Highway) on the eastern or mauka end of the project. As you proceed makai or west, the two subdivisions are connected by three cross connector roads, Kiekie, Holu, and Kauwela Streets, with Kiekie also connecting to the Kona Highlands subdivision to the north. Ahikawa and Ahilani Street runs the length of the Coastview subdivision and are dead ends at the makai or east boundary, and Loloa Drive runs the length of Wonder View subdivision and also dead ends at the makai or east boundary. The roadways generally consist of pavement Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 15 widths of 16 -feet with unpaved shoulders and drainage ditches. While the roadway widths are considered narrow by current standards, access to lots would be considered good with the multiple cross connector roads and a connection to Kona Highlands subdivision. 3.10.2 Environmental Consequences Short term unavoidable impacts to transportation will occur due to the construction activities in the right-of-ways. These activities will lead to traffic detours, result in travel delays, and general inconvenience to local traffic within the subdivision. During working hours, typically only one lane of through traffic will be allowed while work is being done in the roadway. Residents would have to take alternate routes with possible delays in access to homes to avoid the work area closures. 3.10.3 Mitigation Traffic impacts will be mitigated by instituting a traffic control plan approved by the County of Hawaii Department of Public works and the State Department of Transportation for work within their respective jurisdictions. Construction road work and material deliveries need to be scheduled to minimize disruption to traffic. Other measures to be used include traffic cones and/or directional devices to guide vehicles around work areas, posting of flagmen for traffic control, backfilling or covering trenches daily, posting adequate safety barricades and devices for the duration of construction and coordinating driveway crossings with affected homeowners. These impacts would be construction related, unavoidable and. temporary in nature, and once the project is complete there will be no impact. The County of Hawaii Dept. of Public Works indicated that a permit for work within the County right-of-way is required and that at least one lane be open to public traffic at all times and two lanes shall be open from the hours of 3:30 pm to 8:00 am, and that property owners should receive one week notice prior to disruption of driveway access. 3.11 Noise 3.11.1 Affected Environment Existing noise levels would be typical of a single family residential setting which is affected primarily by vehicular traffic on residential roadways. Some traffic noise would come from the Mamalahoa Highway to the east which is a two lane roadway Environmental Report Kona CoastviewlWonder View Subdivision Water System Improvements Page 16 .. ........................ having a speed limit of 45 mph. To the west is the Keahole Kona International Airport located over three miles away. There does not appear to be any other significant noise generating activity near by. 3.11.2 Environmental Consequences Noise impacts will occur from general construction activities of the proposed project and are unavoidable. The right-of-way is bounded by residential uses. Construction noise will vary by the type equipment used for the different phases of work being done. Noise sources would include heavy equipment and machinery, pneumatic impact equipment, construction and delivery vehicles. Maximum noise exposure would likely occur during the site excavation, trench excavation and backfilling stages of the work. 3.11.3 Mitigation Mitigation measures by the contractor would include maintaining all equipment with appropriate mufflers and sound suppressors/attenuators, keeping equipment with motors in good operating condition. Exposure to excessive noise may be mitigated by allowing heavy equipment operations only during normal working hours (8:00 am to 3:30 pm) Mondays through Fridays. If necessary, the contractor will be required to obtain a noise permit from the State of Hawaii Department of Health and be responsible to comply with all conditions and requirements attached to the permit. Environmental Report Kona CoastviewlWonder View Subdivision Water System Improvements Page 17 SECTION 4.0 SUMMARY OF MITIGATION The proposed Kona Coastview/Wonderview Subdivision Water System Improvements will not substantially change land use, is not in a flood plain, wetlands and area of known cultural resources. No known rare, threatened or endangered flora or fauna are anticipated to be affected by the improvements. The pipeline will be underground within existing rights -of - ways and will not affect scenic resources or vistas. The construction of two 0.10 mg concrete reservoirs will not substantially affect scenic resources or vistas. No significant long term major impacts are expected as a result of this project. Impacts to the surrounding environment as a result of this project will temporary and short term in nature and related to construction activities. Construction of the proposed waterlines, concrete water tanks and appurtenances will create such temporary impacts as noise, fugitive dust, potential silt and debris runoff after rainfall and traffic flow and access delays. These impacts would occur only during the construction phase and would cease at the completion of the project. Construction documents will require the contractor conform to all State environmental and pollution control requirements, County of Hawaii grading ordinances, erosion and pollution control requirements and implement and maintain a best management practices plans (BMP) for the duration of the project. The contractor will be required to discharge and dispose of all flushing, hydrotesting and chlorinated water in accordance with current State of Hawaii Department of Health environmental requirements for water pollution control to protect the environment and public health. To minimize soil erosion, runoff, and sedimentation, the contractor will be required to employ necessary measures to insure compliance with the County of Hawaii grading ordinance, and the applicable State Department of Health Pollution Control Standards. Fugutive dust will be managed by the contractor using water sprinkling, limiting exposed areas and covering the exposed trench areas with trench plates as soon as practicable. Equipment will be properly maintained to assure efficient operation in terms of fuel combustion to assure the cleanest possible exhaust emissions. Traffic impacts will be mitigated by instituting a traffic control plan approved by the County of Hawaii Department of Public works and the State Department of Transportation from work within their respective jurisdictions. Construction road work and material deliveries need to be scheduled to minimize disruption to traffic. Other measures to be used include traffic cones and/or directional devices to guide vehicles around work areas, posting of flagmen for traffic control, backfilling or covering trenches daily, posting adequate safety barricades and devices for the duration of construction and coordinating driveway crossings with affected homeowners.. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 18 .1.1 ................. Noise impact mitigation would include maintaining all equipment with appropriate mufflers and sound suppressors/attenuators, keeping equipment with motors in good operating condition. Limit noise exposure by allowing heavy equipment operations only during normal working hours (8:00 am to 3:30 pm) Mondays through Fridays. If necessary, the contractor will be required to obtain a noise permit -from the State of Hawaii Department of Health and be responsible to comply with all conditions and requirements attached to the permit Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 19 SECTION 5.0 CORRESPONDENCE List of Letters received: ► United States Departmerit-of the Interior Fish and Wildlife Service Pacific Islands Ecoregion ► United States Department of Agriculture Natural Resources Conservation Service Kealakekua Service Center ► State of Hawaii Department of Land And Natural Resources State Historic Preservation Divsion ► Planning Department County of Hawaii ► Department of Public Works County of Hawaii Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 20 03/27/2002 15:33 13 INABA ENGINEERING PAGE 03 Mar -27-02 02:08pR Fro; -PACIFIC ISLANDS WILDLIFE OFFICE 1a Reply Reft ra WS Jason,Imba baba g 273 Waiauuenuc Ave. Flo, SSI 96720 308 5413470 United States Department of the Interior 14SH AI+Yi? VM -MME SERVICE 1Pwific bbnds Fzh ard Wildlife Office Soo Ala Moana Bodlevard, Roos 3-12.2 Box 50088 Honolutxi, l iaW a 46550 Re: .lea Coast View / Wonder View Water System Improvements, Kal.aoa, T-509 P,002/002 €-317 am The U.S. Fish ind Wildlife Service (service) has reviewed she inforimation you provia proposed waxer syssern improv is for the Kona Coast View and Wonder View sial projoa proponents me the U.S. Depart of Agriculture Rural Utilities tic and Hawaii Dep=nent of Water supply. This leer has been prepmed under the authorii accordance with pmvisions of the Fish and Wildlife Coordination Act of 1934 •[16 Stat, 4011, as wnended (INCA), the Endangered. Species Act of 1973 116 U.S.C.153 884], as amended (BSA), and other authorities mandating Service cone for environ These comm&= am also corasisaent with`the National Environmental Policy Act of 1{ 4321 et seq.; 83 Stat. M), as amended (1�"A). Based on These authorities, the Serer; foll®wing comments for your consideration. Hawaii d to us regarding ivisions. The ie County of of and in 661 et seq.; 48 et-seq., 87 Stas. e;l vis, 9 142 U.S.C. of the The project vuill generally involve installation of six-inch and elft -inch iron w - along existing roadways, construction of two 100,000-glillon concrete reservoirs, iwtallation of fim hl fd=ts> and other rclawd wow. The waxer system improvements will serve a torsi of 416 lots that aroma ,ip the Kona Coast View and Wonder 'View subdivisions. . Based on our review of information contained iD our files, including maps prepared h] Heritage Progr=, these are no federally endangered, thrcatcned, or candidate spedes, designated or proposed critical habitat directly within the proposed project sites. Beca project sites = loud in meas dw arc already developed, the Servi= does not antici adverse project -related unpacts to fah and wildlife resources. The. Service appreciaws the oppQrtunity to comment on the proposed project. U you regarding these, comments, please contact Fish and Wildlife Mologist Gordon Smith Sincerwy, ( I Paul Denson Meld Supervisor Ecological Services SAwaii MY she proposed Sig anificant I \ ��J Natural Resources United States I f Department of v Conservation Service Agriculture P.O. Box 50004 Our People... Our Islands ... In Harmony Honolulu, HI 96850 Phone:808-541-2600 FAX: 808-541-1335 r M March 22, 2002 rte, 2 "t AAZA U.^" `EERING, INC Mr. Jason K. Inaba, P.E. Inaba Engineering, Inc. 273 Waianuenue Avenue Hilo, Hawaii 96720 Dear Mr. Inaba: Subject: Environmental Assessment (EA) - Environmental Review for Kona Coast View/Wonder View Subdivision ; Water System Improvements, DWS Job No. 2001-790; Kalaoa, North Kona, Island of Hawaii We have reviewed the above mentioned document and offer the following comments: We recommend that erosion and localized runoff control be installed in the event of high rainfall events during project implementation. Since the wet season starts in April and runs through August, caution should be exercised during that period when installing the water system improvements. Thank you for the opportunity to review this document. Sincerely, KENNETH M. KA ESHIRO State Conservationist Cc: Mr. Glenn Ahuna, Department of Water Supply, County of Hawaii, 25 Aupuni Street, Hilo, Hawaii 96720 The Natural Resources Conservation Service works hand -in -hand with the American people to conserve natural resources on private lands. AN EQUAL OPPORTUNITY EMPLOYER Mar -28-2002 02:03pm From -STATE Historic Preservation 808 692 8020 T-344 P.001/002 F-712 Post -its Fax Note�— �+ F co ept. Co' Phone bPhone Fax _ Fax# G� RAFT �13®Ar— Nb • March 27, 2002 Mr. Jason K. Inaba Inaba Engineering, Inc. 273 Waianuenue Avenue Hilo, Hawaii 96720 Dear Mr. Inaba: LOG NO: 29412 DOC NO: 0203PM13 SUBJECT: Environmental Review for Kona Coastview/Wonder'View Subdivision Water System Improvements (DWS Job No. 2001-790) Kalaoa, North Kona, Hawaii Island TMK: (3) 7-3-22,23, & 28 and 7-3-13,14, 1S and 16 Thank you for your letter of March 7, 2002 and the opportunity to participate in the environmental review process for the proposed project in the Kona Coastview and Wonder View Subdivisions. The purpose of the proposed project is to provide a new water system and fire protection for these two subdivisions. We have no record of archaeological sites in the subject parcels, which do not appear to have ever been surveyed, however_ In a phone conversation with staff archaeologist Patrick McCoy on March 22, 2002 you indicated that both subdivisions were built in the 1960s. This might explain the lack of archaeological surveys, which were not routinely done at that time. Your letter indicates that most of the proposed improvements will take place within existing right-of-ways, except for the two reservoirs. It is unlikely that the project would have an adverse effect on historic sites in the road right -of ways because of previous disturbance. On March 22, 2002 you indicated that one or perhaps both of the reservoir locations may be undisturbed. If these locations have not been grubbed/graded, they should be checked by an archaeologist to determine the presence/absence of historic sites_ if no historic sites are present, an archaeological assessment will need to be submitted to our office documenting these findings. If historic sites are present, an archaeological inventory survey will need to occur to document the sites, evaluate their significance, and propose mitigation recommendations for any significant sites. Mar -28-2002 02:03pm From—STATE Historic Preservation 808 692 8020 T-344 P. 002/002 F—T12 2 In your letter you indicate that funding for the project will be obtained through the United States Department of Agriculture (USDA). The use of federal fiends means that the requirements of Section 106 of the National Historic Preservation Act must be complied with. The above site identification steps are key steps in this compliance. If you should have any questions about this project please contact our Hawaii Island archaeologist, Patrick McCoy (692-8029). Aloha, GILBERT COLOMA-AGARAN State Historic Preservation Officer PM: amk C. Chris Yuen, County of Hawaii Planning, Department Kai Embler, County of Hawaii Department of Public Works MAH -28-2002 THU 02:47 PM AWy Kim Mayor March 27, 2002 Mr. Jason K. Inaba, P.E. Inaba Engineering, Inc. 273 Waaianuenue Avenue Hilo, HI 96720 Dear Mr. Inaba: dilank Of afvaYt PLANNING DEPARTMENT 25 Aupuai Street, Room 109 • Rue, Hawaii 96720-4252 (808)961-8285 • Fax(808)961-8742 SUBJECT: Environmental Review for New Wanter System Improvements (DWS Job No. 2001-790) _ Kalaea'North Kona, Hawaii IslandTMK: 7-3-22, 23, 28 —Kona Coastview Subdivision TMK: 7-3-13.14,15,16 — Dona Wornderview Subdivision (:ty Gopher J. Yuen Director Roy R. rakemoto DvN(+Direcu r This letter is in response to your request for comments on the zoning and land use of the proposed project. The following information is provided in our capacity as the agency responsible for implementing the Hawaii County General plan, pursuant to Haw. Admin R. 11- 200-9(a)(1). The properties are not located in the County's Special Management Area (SMA); and are therefore, not subject to the regulatory criteria or review of the Hawaii County Planning Commission's SMA Rule 9. Except where noted, the parcels of both subdivisions also have the same zoning, state land use, and County General Plan land use designation. These are listed below. County Zoning: Agricultural (A -5a) State Land Use:Urban (Except for 2.009 acres where the State Land Use is Agriculture of Tlv(:K: 7-3-23: 10, Lot 78-A). MAR -28-2002 THU 02:47 PH Jason K. Inaba, P.E. Inaba Engineering, Inc. Page 2 March 27, 2002 General Plan (GP) Designation: Urban Expansion (low, medium, high density, industrial, and open) P. 02 An urban state land use indicates that land use regulation is subject to the authority of the County of Hawaii. Public utility and governmental agency transmission lines and public utility substations that supply water are authorized permitted uses in any zone district of Hawaii County, pursuant to County Zoning Code sec. 25-4-11. Consequently, the proposed installation of water lines and other water system improvements in both subdivisions to comply with County water standards of the Department of Water Supply (DWS) with the purpose of famishing running water and fire hydrants for fire protection are permitted uses consistent with sec. 25-4-11. The GP Urban Expansion designation allows for a mix of densities, described above, in areas where new settlements may be desirable but where the specific settlement pattern and mix of uses have yet to be determined..The proposed water system development is consistent with the urban expansion land use concept. The proposal is also consistent with the GP's North Kona course of action for the public utility water element. GP at 38. The proposed water system is consistent with the course of action for water to pursue groundwater source developinent in areas like the given subdivisions that would provide for anticipated growth and efficient and economic system operation. Finally, the proposal is consistent with the GP's public utilities goals and policies and the policies and standards of its water element. Thank you for the opportunity to comment on the proposed water system development. Any questions on this matter can be referred to staff planner Earl Lucero at 961-8288. Sincere . G CHRISTOPHER J. N Planning Director F&IL:pak Wpwin6O\CZ)vl\Lctrcrs\LlnabaU WS cc: Planning Department - Kona MAr1—ZD'UL MUN UIJI:jl YM Yubllc Ylorks tng !lona PRA:Jub J27 J7J� Harry Kim Afayor X';10 Ubou1ty laf afvaii DEPARTMENT OF PUBLIC WORKS March 22 2002 25 Auppni Street. !Room 202 • Hilo, Hawal` 96720-5252 (808)961-8321 - Fax (su) 96(•8630 Jason K. Inaba, P.E. Inaba Engineering, Inc. 273 Waianuenue Avenue 'Silo, HI 96720 Subject: Environmental Review for Kona Coastview/Wonderview Subdivision Water System Improvements DWS .lob No. 2001-790 Lalaoa, N. Kona. HI TMK: 7-3-22,23 & 28 (Kona Coastview) TMX: 7-3-013,14,15 & 16(Kona. Wonder View) We received your request for comments on the subject and they are as follows: PAGE 1 Dennis K. W. Lee Drrcctor Ronald Ueoka Deputy Direew 1. A permit is required for work within the County right-of-way, in compliance with Chapter 22 of Hawaii County Code. Among others, a condition of the permit requires that at least one lane be open to public traffic at all times and two lanes shall be open from the hours of 3:30 PM to 8:OOAM. Property owners should receive one week notice prior to disruption of driveway access. 2. Excavations may encounter voids and private waterlines, Contingency plans should be made an item in the specifications regarding proper procedures to be followed by the contractor. Private waterline service should be maintained. The water mains in the right-of-way shall be located at least 12 feet, preferably more from the property limes. This will provide for clearance to install drainage structures in the future. If possible, valve boxes should be located to prevent impact noise from vehicles. 4. If waterlines are to be substantially in the traveled way, resurfacing of entire County road traveled way should be included in the project. Thank you for the opportunity to comment. If you have any questions, please contact Kiran Emler at our Kona office at 327-3530. If—Ben Ishii, Acting Division Chief Engineering Division KE c: ENG-RILO/KONA SECTION 6.0 EXHIBITS AND MAPS Figure 1 Island Location Map Figure 2 USGS Vicinity Map Figure 3 USGS Vicinity Map Figure 4 Tax Map Key Map Layout Figure 5 Portion Soil Survey Map Figure 6 Schematic Layout of Proposed Water System Improvements Photo 1-5 Photographs of Project Site Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements Page 21 160' 15T 158' 157' 156' 155' NIIHAU KAUAI OAHU KALAE PT. ISLAND OF HAWAII KONA COASTVIEW/WONDERVIEW SUBDIVISION WATER SYSTEM IMPROVEMENTS Figure 1 - Island Location Map LOCATION MAP Not To Scale Environmental Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure I MOLOKAI 21*- p AN )& 'Q LANAI MAUI / KAHOOLAWE C HAWAII 20' O STATE OF HAWAII ti 19' UPOLU PT. -\ Howi ][� Honokoo Kowoihae LAUPAHOEHOE PT. Waikoloa Poouilo �® Waimea Honomu PROJECT LOCATION HAMAKUA CHOLE PT. Hilo NORTH Koiluo KCONA �� �(� � IIIId) Keoau Keouhou PUNA KUMUKAHI Hawaii Volconoes Pohoo Notional Pork Pohoiki Hookeno KAU Kolopono IJ l Poholo. KALAE PT. ISLAND OF HAWAII KONA COASTVIEW/WONDERVIEW SUBDIVISION WATER SYSTEM IMPROVEMENTS Figure 1 - Island Location Map LOCATION MAP Not To Scale Environmental Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure I Environmental Report: Kona Coastview/Wonder View Subdivision Environmental Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure 3 „TO WAIMEA C)! # ” V) 0 � 2 m r 1J �)e Y m i w 0 z 0 a z 0 � e h h b I�L7�J I.J Q � i o � O i ■�■ � 4 C � b g v 9i r " t M O(YZ w W �ZE)Ad 1^ 0. cr- (n tz, [ R r.csae<44s .wxerr KfEKI� - N `rar U) O O ! OWz gee O � W �! IY W d. O' N a° 4•Wl� 1 A 1 ¢ ,cul QW� a s a- W W cy3w a ,4 >— z 0- w LU Q ru V .'y �Inwe A W w M �..• � Y � � M O g }rv�� r ' '• •1 3-1 1— z z � � 1 177 W p O Wv z CJO w O X O Ol F—U <� V) a h a O LU W `rr.«.r :i: � � � ,'..�we� ,per' f6..• 1 srw�� k x< UJ Fp U O ,O O E >— z 0- w LU Q 4L Q 1p O g z o_ O �' 1— z z a W p O Wv z CJO w O X O Ol F—U <� V) a h a O LU W x b x< UJ Fp U O ,O O E —9 Figure 5 - Portion SOIL SURVEY MAP Sheet 66 & 67, Soil Survey of Island of Hawaii Environmental Report: Kona Coastview/Wonder View Subdivision Water System Improvements Figure 5 HIGHWAY /n ®?� k —..---TO WAIMEA E12..` NooKa V u O 1 1— O ' R-1 fi r' I, D�° «, cr " 4 CL W 1�0 !B � 1 4 ata4 q 0 w z Q z O Y. U kIE�PTRE P �G O V ()� 00 L, J N Ln �Lj j i� or O i W rui r 1-- U- < a CLO cn 0 z 2 W x 1W-- Z 1 Z � �g � I z Cir �.• a p� _ i) a.m" 5 ~ � CSO wO 0 i z = �i'-1dpN R+VvT� e O O � � r r�qy -.J z J X •; �• 'd' W W wv � 1 O O U Z0 ow r= 00 on Oma- 0 3 M I N— u O 1 1— O ' R-1 fi r' I, D�° «, cr " 4 CL W 1�0 !B � 1 4 ata4 q 0 w z Q z O Y. U kIE�PTRE P �G O V ()� 00 L, J N Ln �Lj j i� or O i W rui r 1-- U- < a CLO cn 0 } z 2 W x 1W-- Z W C) 1.1N �g O I z Cir �.• a p� _ i) a.m" =^w ~ � CSO wO 0 i z = �i'-1dpN R+VvT� e O O ; � � i•�n�,q.•q.«'�& 0 re+nrw��� `l• b R' V �('� a ,r, •'�„�. e. ....... ,.t, a r�qy z J r n 'd' W W wv Y6g 8� X06 ffifX 8�. - Iffi am 4w 2� 9! O } z 2 W x 1W-- Z W C) 1.1N �g O I 0 Q N zz =^w ~ � CSO wO 0 w z = ' O O 1 R' p z J r n 'd' W W wv �a g O O U Z0 ow r= 00 on Oma- 0 3 M I N— a N o v� S r O Q L,JF W w00 x U O Ln�2 V)M Nr Z W> ui>: Ocr a-> Li z 1W-- W C) U I O I O W N zz fY W Z � CSO wO 0 Qr cnW = Ocr a-> Li 1 I f I 1 1 1 1 1 � 1 LLJ ' 1 z J N n 'd' W W W W W ZN Z0 Z'o Zp 00 on Oma- O< N— N— N— N O WF' 0 WF- O WP Q L,JF or_Ci w00 cy-O Wtp V Ln�2 V)M Nr W> ui>: W> W> 0- w Q w fl, .. a- w W fr f ....:. .v..%[rS'Ffrd'.- � a . oat p x q'� f 5 � f 2}l`iLyo-w 3U .x a rte,}, .;,%.6G N f} Y .. .... .. .. .. � a . x f. �r 5 � f yfa Y � RY ;nQ { � f yfa Y � RY ;nQ { �, � t >� ,, �. ^�'> � s F+ K •fit , c X +r' 6-M t KU 0 REFERENCES \ CES Atlas of Hawaii, Second Edition, 1983, Department of Geography, University of Hawaii Flood Insurance Rate Map, Hawaii County, Hawaii, 1994, Federal Emergency Management Agency The General Plan Hawaii County, November, 1989, County of Hawaii Keahole to Kailua Development Plan, 1991, by R.M. Towill Corporation for Planning Department, Hilo, Hawaii Soil Survey of Island of Hawaii, State of Hawaii, December 1973, United States Department of Agriculture Soil Conservation Service, In Cooperation with University of Hawaii Agricultural Experiment Station. Staff, Department of Water Supply, County of Hawaii, Hilo, Hawaii Staff, Planning Department, County of Hawaii, Hilo, Hawaii Staff, Department of Research and Development, County of Hawaii, Hilo, Hawaii, Census Data Provided. Volcanic and Seismic Hazards on the Island of Hawaii, U.S. Department of the Interior, U.S. Geological Survey, Christina Heliker. Water System Standards, 1985, State of Hawaii, County of Hawaii, Volumes 1 & 2. Environmental Report Kona Coastview/Wonder View Subdivision Water System Improvements ... ......................................... Page 22 ..................... V DEPARTMENT OF WATER SUPPLY e COUNTY OF HAWAII 345 KEKUANAOA STREET, SUITE 20 • HILO. HAWAII 96720 TELEPHONE (808) 961-8050 • FAX (808) 961-8657 March 29, 2002 To: Christopher Yuen, Planning Director From: Milton D. Pavao, Manager PREAPPLICATION FEDERAL WATER AND WASTE DISPOSAL GRANT AND LOANPROGRAM LONA COASTVIEW/WONDERVIEW IlWROVEM ENT DISTRICT PROJECT The County of Hawaii Department of Water Supply (DWS) is preparing a preapplication to the federal Water and Waste Disposal Grant and Loan Program, which is administered by Rural Economic and Community Development (RECD), U.S Department of Agriculture. RECD requires that preapplications be made available through the Presidential Executive Order 12372 notification and review process. Your agency was identified as the local contact for this review process. DWS is submitting this application for federal funds to make improvements to the deteriorating system at the Kona Coastview/Wonderview Subdivisions, which is part of the North Kona Water System. Enclosed for your review are the federal application form (SF 424.2) and environmental assessment. Any comments should be submitted by April 26, 2002 directly to: Mr. Ted Matsuo, Chief Rural Utilities Service Rural Economic and Community Development U.S. Department of Agriculture 154 Waianuenue Avenue, Room 311 Hilo, HI 96720 Thank you in advance for your assistance in this request. If you have any questions, please call Glenn Ahuna of our Water Resources and Planning Branch at (808) 961-8070 X260. ... Water Lnq-4 progre,4j... Christopher Yuen Page 2 March 29, 2002 Sincerely yours, tic, J Milton D. Pavao, P.E. Manager GGA Copy: w/o enc. - Ted Matsuo, Rural Utilities Service DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII 345 KEKUANAOA STREET, SUITE 20 - HILO, HAWAII 96720 TELEPHONE (808) 961-8050 - FAX (808) 961-8657 March 29, 2002 Mr. David W. Blane, Director Coastal Zone Management Program Office of Planning Department of Business, Economic Development and Tourism P.O. Box 2539 Honolulu, 111 96804 PREAPPLICATION -- FEDERAL WATER AND WASTE DISPOSAL GRANT AND LOAN PROGRAM LONA COASTVIEW/WONDERVIEW IMPROVEMENT DISTRICT PROJECT The County of Hawaii Department of Water Supply (DWS) is preparing a preapplication to the federal Water and Waste Disposal Grant and Loan Program, which is administered by Rural Economic and Confimunity Development (RECD), U.S. Department of Agriculture. Since this application will provide federal assistance to a local agency under the Rural Development Act of 1972, this application is being submitted for CZM consistency review. DWS is submitting this application for federal funds to make improvements to the deteriorating system at the Kona Coastview/Wonderview Subdivisions, which is part of the North Kona Water System. Enclosed for your review are the federal application form (SF 424.2), CZM assessment form, and environmental assessment. Any comments should be submitted directly to: Mr. Ted Matsuo, Chief Rural Utilities Service Rural Economic and Community Development U.S. Department of Agriculture 154 Waianuenue Avenue, Room 311 Hilo, HI 96720 Thank you in advance for your assistance in this request. If you have any questions, please call Glenn Ahuna of our Water Resources and Planning Branch at (808) 961-8070 X260. ... Water Ling] prooreM... David W. Blane Page 2 March 29, 2002 --Sincerely yours, xu�� A - OL_Iu� .� r%Milton D. Pavao, P.E. / Manager GGA Copy: w/o enc. - Ted Matsuo, Rural Utilities Service U112111M., if LMN I MUSM I .s>:: Project/Activity Title or Description: Coastview/Wonderview Improvement District Hawaii 3rdn-3-13,14, 105,106,022,023,028 July 2003 Island �° imp Key X0 Est. Start Date: AP7PLICANT OR AGENT Name $ Title Milton Pavao, Manager Agency/Organization Dept of Water Supply, Cty of Hawaii Telephone (808) 96.1-8660 Address 25 Aupuni Street, Hilo, IN Ziv 96720 TYPE OF APPLICATION (check one only) [ ] I. Federal Activity (state nt "all) 'Mw proposed activity is consistent with and will be conducted in a manner consistent to the maximum extent practicable with the Fawaii Coastal Zone Management Program." Signature Date [ J II. Permit or License (statement "b") "Tle proposed activity complies withHawaii's Coastal Zone Management Program and will be conducted in a mer consistent with such a program." Signature [ l III. OCS Plan/Permit [X ] IV. Grants & Assistance - 39 - Date 901.1 1 .. • 4 ' A f M�. Objective: Provide coastal recreational opportunities accessible to the public. Policies 1) Improve coordination and funding of coastal recreation planning and management. 2) Provide adequate, acre -Bible, and diverse recreational opportunities in the coastal zone manag:.ent area by: a) Protecting coastal resources uniquely suited for recreational activities that cannot be provided in .other areas; b) Requiring replacement of coastal resources having significant recreational value, including but not limited to surfing sites and sandy beaches, when such resources will be unavoidably damaged by development; or requiring reasonable monetary compensation to the State for recreation when replacement is not feasible or desirable; c) Providing and managing adequate public access, consistent with conservation of natural resources, to and ,along shorelines with recreational value; d) Providing an adequate supply of shoreline parks and other recreational facilities suitable for public recreation; e) Encouraging expanded public recreational use of County, State, and Federally owned or controlled shoreline lands and waters having recreational value; f) Adopting water quality standards and regulating point and non -point sources of pollution to protect and where feasible:, restore the recreational value of coastal waters; g) Developing new shorelin recreational opportunities, where appropriate, such as artificial reefs for.surfing and fishing; and h) Encouraging reasonable dedication of shoreline areas with recreational value for public use as part of discretionary approvals or permits by the land use commission, board of land and natural resources, County planning commissions; and crediting such dedication against the requirements of section 46-6. Check either "Yes" or 'No" for each of the following questions. --- Yes 1. Will the proposed action invoiiie or be near a dedicated xx public right -of -ray? x 2. Does the project site abut the shoreline? 3. Is the project site near a State or County park? x 4. Is the project site near a perennial strew? x S. Will the proposed action occur in or affect a surf site? x 6. Will the proposed action occur in or affect a popular x fishing area? x 7. Will the proposed action occur in or affect a recreational or boating area? x 8. Is the project site near a sandy beach? 9. Are there swimming or other recreational uses in x the area? e Discussion The proposed replacement water system will be within the existing public road right-of-way: - 31 - -2- 0 HISTORIC RESOURCES Objective: Protect, preserve, and where desirable,. restore those natural and man-made historic and pre -historic resources in the coastal zone management area that are significant in Hawaiian and American history and culture. Policies 1) Identify and analyze significant archaeological resources; 2) Maximize information retention through preservation of remains and artifacts or salvage operations; and 3) Support State goals for protection, restoration, interpretation, and display of historic resources. Check either 'fes" or tPNo" for each of the following questions. Yes No 1. Is the project site within a historic/cultural district? x 2. Is the project site listed on or nominated to the Hawaii or National register of historic places? x 3. Does the project site include undeveloped land which has not been surveyed by an archaeologist? � x 4. Has a site survey revealed any information on historic or archaeological resources? x 5. Is the project site within or near a Hawaiian fishpond x or historic settlement area? Discussion The project will be within an existing road right-of-way and two reservoir sites-- there will be no impact on known archaeological resources or undeveloped area. An archaeological study surveyed the reservoir sites as part of the EA. SCENIC AND OPEN SPACE RESOURCES Objective: Protect, preserve and,_ where desirable, restore or improve the quality of coastal scenic and open space resources. Policies 1) Identify valued scenic resources in the coastal zone management area; Z) Insure that new developments are compatible with their visual a-nviro nt by designing and locating such developments to minimize the alteration of natural landforms and existing public views to and .along the shoreline; 3) Preserve, maintain and, where desirable, improve and restore shoreiiW open space and scenic resources; and 4) Encourage those developments which are not coastal dependent to locate in inland areas. Cock either "Yes" or "No" for each of the follawing questions. Yes No 1. Does the project site abut a scenic landmark? x Z. Does the proposed action involve the construction of a x multi -story structure or structures? 3. Is the project site adjacent to undeveloped parcels? x 4. Does the proposed action involve the construction of structures visible between the nearest coastal roadway and x the shoreline? S. Will the proposed action involve construction in or on x waters seaward of the shoreline? On or near a beach? Discussion Except for the two reservoirs, the proposed water system project is entirely underground and within an existing right-of-way. - 33 - -4- COASTAL ECOSYSTIM Objective: Protect valuable coastal ecosystems from disruption and minimize adverse impacts on all Coastal ecosystems. Policies 1) Improve the technical basis for natural resource management; 2) Preserve valuable coastal ecosystems of significant biological or economic importance; 3) Minimize disruption or degradation of coastal mater ecosystems by effective regulation of stream diversions, channelization, and similar land water uses, recognizing competing water needs; and 4) Promote water quantity and quality planning and management practices which reflect the tolerance of fresh water and marine ecosystems and prohibit land and water uses which violate State crater quality standards. Check either "Yes" or "No" for each of the following questions. Yes NO 1. Does the proposed action involve dredge or fill activities? x 2. Is the project site within the Shoreline Setback Area x (20 to 40 feet inland of the shoreline)? 3. Will the proposed action require some form of effluent discharge into a body of water? x 4. Will the proposed action require earthwork beyond x clearing and grubbing? 5. Will the proposed action include the construction of special waste treatment facilities, such as injection wells, discharge pipes, or cesspools? 6. Is an intermittent or perennial stream located on or near x the project site? 7. Does the project site provide habitat for endangered species of plants, birds, or mammals? x x 8. Is any such habitat located nearby? x 9. Is there a wetland on the project site? 10. Is the project site situated in or abutting a Natural x Area Reserve? 11. Is the project site situated in or abutting a Acarine Life Conservation District? x 12. Is the project site situated in or abutting an estuary? x Discussion Construction of the replacement waterline will not impact any endangered species or sensitive environmental area. - 35 - -6- ECONCMIC USES Objective: Provide public or private facilities and improvements important to the State's economy in suitable locations. Policies 1) Concentrate in appropriate areas the location of coastal dependent development necessary to the State's economy; 2) Insure that coastal dependent development such as harbors and ports, visitor industry facilities, and energy generating facilities are located, designed, and constructed to minimize adverse social, visual, and environmental impacts in the coastal zone management area; and 3) Direct the location and expansion of coastal dependent developments to areas presently designated and used for such development and permit reasonable long-term growth at such areas, and permit coastal dependent development outside of presently designated areas when: a) Utilization of presently designated locations is not feasible; b) Adverse environmental effects are minimized; and c) Important to the State's economy. Check either '°Yes" or "No" for each of the following questions. 1. Does the project involve a harbor or port? X 2. Is the project site within a designated tourist X destination area? 3. Does the project site include agricultu= _ lands or lands designated for such use? x 4. Does the proposed activity relate to commercial fishing or seafood production? x S. Does the proposed activity relate to energy production? � X 6. Does the proposed activity relate to seabed mining? X Discussion The Project does not involve any of the facilities or economic activities identified above. COASTAL HAZARDS Objective: Reduce hazard to life _and property from is , storm waves, stream flooding, erosion, and subsidence. Policies 1) Develop and commmicate adequate information on storm wave, tsunami, flood erosion, and subsidence hazard; 2) Control development in areas subject to storm wave, tsunami,flood, erosion, and subsidence hazard; 3) FRnsure that developments comply with requirements of the federal Flood Insurance Prograw; and 4) Prevent coastal flooding from inland projects. Check either "fes" or "No" for each of the following questions. Yes No 1. Is the project site on or abutting a sandy Mach,? x 2. Is the project site within a potential tsunami inundation area as depicted on the National Flood Insurance Programs. flood hazard map? x 3. Is the project site within a potential flood X inundation area according to a flood hazard zap? 4. Is the project site within a potential subsidence hazard area according to a subsidence hazard map? x S. Has the project site or nearby shoreline areas experienced X shoreline erosion? Discussion The project is not located within a coastal hazard area. - 37 - -8- 1 P � .: Objective: Improve the development review process, communication, and public participation in the management of coastal resources and hazards. Policies 1) Effectively utilize and implement existing last to the maximum extent possible in imaging present and future coastal zone development; 2) Facilitate timely processing of application for development permits and resolve overlapping or conflicting permit requirements; and 3) Communicate the potential short- and long-term impacts of proposed significant coastal developments early in their life cycle and in terms understandable to the general public to facilitate public participation in the planning and review process. (heck either "Yes" or "No" for each of the following questions. Yes •'do 1. Will the proposed activity require more than two (2) permits or approvals? 2. Does the proposed activity conform with the State and X County land use designations for the site? 3. Has or will the public be notified of the proposed activity? X 4. Has a draft or final environmental impact statement or X an environmental assessment been prepared? Discussion The environmental assessment will notify the public of the project and provide opportunities for comment. Project/A+ctivi'7 Title or Description • CoasrviewlWonder+iew Improvement District Hawaii 3W7-3-13.14. 105,106.=023,= July 2003 Island Tax Map Key No. Est.- Std Date. APPLICANT OR AGOT to € ii tle Dalton Pavao, Manager Agency/Organizatim Dept of Water Supply. Oy. of Hawaii Teiepa (808) 961-8660 Address 25 Aupuni Stree4 HBO, M Zip 96720 TYPE OF APPLICATTON (check one only) I. Federal Activit7 (star t flail) ' proposed activity is consistent uith and will be conducted in a consistent to the maxim= extent practicable with the Hawaii C tal Zoe management Program." Signature Date j I II. Pest or License (statement "b") 'tae proposed activity, complies with Hawaii's Coastal Zone yManagement Pro and will be cc acted in as crosisteut . with such a p og ." Signature Date j 1 0 `•s j III. OCS PLM/+t t ( X 1 IV. Grants & Asustance - 39 - PUBLIC PARTICIPATION Objective Stimulate public awareness, education, and participation in coastal management Policies 1) Maintain a public advisory body to identify coastal management problems and to provide policy advice and assistance to the coastal zone management program, 2) Disseminate information on coastal management issues by means of educational materials, published reports, staff contact, and public workshops for persons and organizations concerned with coastal -related issues, developments, and government activities, and 3) Organize workshops, policy dialogues, and site-specific mediations to respond to coastal issues and conflicts Discussion Not applicable to the Project since the objectives and policies seem directed to public agencies involved with overall coastal zone management responsibilities. BEACH PROTECTION Obiective: Protect beaches for public use and recreation Policies l) Locate new structures inland from the shoreline setback to conserve open space and to minimize loss of improvements due to erosion, Z) Prohibit construction of private erosion -protection structures seaward of the shoreline, except when they result in improved aesthetic and engineering solutions to erosion at the sites and do not intert�ere with existing recreational and waterline activities, and 3) Minimize the construction of public erosion -protection structures seaward of the shoreline Discussion The Project is located inland of the shoreline setback area. The Project does not involve any shoreline construction or erosion -protection structures. -11- MARINE RESOURCES Objective Implement the State's ocean resources management plan Policies 1) Exercise an overall conservation ethic, and practice stewardship in the protection, use, and development of marine and coastal resources, 2) Assure that the use and development of marine and coastal resources are ecologically and environmentally sound and economically beneficial, 3) Coordinate the management of marine and coastal resources and activities management to improve effectiveness and efficiency, 4) Assert and articulate the interests of the State as a partner with Federal agencies in the sound management of ocean resources within the United States exclusive economic zone, 5) Promote research, study, and understanding of ocean processes. marine life, and other ocean resources in order to acquire and inventory information necessary to understand how ocean development activities relate to and impact upon ocean and coastal resources, and 6) Encourage research and development of new, innovative technologies for exploring, using, or protecting marine and coastal resources Discussion The Project does not propose to use any marine resources. -12- - _ aloha kakou You are cordially invited to a community meeting presenting a proposed Water Improvement District for Kona oastview and Konaonderview DEFT. R LY ..� c �► -P Department of W�Lter Supply Matter Brings Progoress! Hawaii County Council Kealakehe Intermediate School Thursday, March 21, 2002 6:00 - 8:00 P.M. AGENDA 6:00 p.m. Welcome ........................................ Councilman Curtis Tyler 6:10 p.m.. Remarks ........................................ Mayor Harry Siva 6:20 p.m.. Project Presentation ......................... Milton Pavao & Glenn.Ahuna Department of Dater Supply 6:40 p.m. USDA/RUS Loan/Grant Programa ..... Lorraine Shin & Ted Matsuo USDA Rural Development Office 6:55 p.m_ Improvement District Process ......... Rory Flynn LegisladveAuditor's Office 7:10 p.m. Questions from community residents 7:50 p.m. Closing Remarks ........................... John Tolmie Fater Commission James Y. Arakakiy Chair & Curtis Tyler Hawaii County Council KONA TVI.EW/WoiM DERVIE BW SUDIVISI j,., ;4 MI SM 41 0-F :7 H u s .. IV! P, Im, ST - Kona Wonderview S.ubd. Kona Coastvi,ew- s-Lrbd. I R E HYDRANT S PRESSURE ::,EDUC,NG �/,AUVE- 10SMG CONC- RES. r�_ 2 E. 5 ZO!',JE 4 iAL fp cn TAS 1 WATER SYSTEM INSTALLATION COST ESTIMATE Kona Coastview & Kona Wonderview Subdivisions TMK 7-3-013, 014, 015, 016, 022, 023, & 026 ITEM QTY UNITS UNIT PRIG AMOUNT A. CONSTRUCTION COST Zone 1 (Elevation 1615' to 1628') 6" DI pipeline 3,000 If 80 $240,000 8" DI pipeline 2,200 If 90 198,000 Appurtenances (5%) 21,900 Zone II (Elevation 1628' to 1300') 4" DI pipeline 100 If 60 6,000 6" Of pipeline 1,400 If 80 112,000 8" DI pipeline 5,000 If 90 450,000 0.10 mg reservoir 1 ea 300,000 300;000 Appurtenances (5%) 43,400 Zone III (Elevation 1300' to 1165') 6" DI pipeline 3,800 If 80 304,000 8" DI pipeline 2,000 If 90 180,000 PRV 3 ea 20,000 60,000 Appurtenances (5%) 27,200 Zone IV (Elevation 1165' to 840') 6" DI pipeline 6,800 If 80 544,000 0.10 mg reservoir 1 ea 300,000 300,000 Appurtenances (5%) 42,200 For entire subdivision Fire hydrants 33 ea 4,000 132,000 Type "C" service laterals 219 ea 2,000 438,000 Chlorination 1 ea 50,000 50,00& - CONSTRUCTION COST $3,448,700 Contingency (10%) 344,900 TOTAL CONSTRUCTION. COST $3,800,000 B-. RIGHT -0E -WAY ACQUISITION Land for 2 reservoir sites. & transmission line (includes appraisals & title search) R 300,000 TOTAL RIGHT:OF-WAY ACQUISITICK $300;000 C. OTHER COSTS Design and survey (8%) 304,000 Engineering and inspection (0%) 0 Environmental Assessment 20,000 Reserve fund (12%) 350,000 Legal fees (3%) 90,000 Bond printing 3,000 Miscellaneous costs (3%) 114,000 TOTAL OTHER COSTS $900,000 D. TOTAL E IMATE IMPROVEMENT DISTRICT COST PRO -RATA SHARE OF IMPROVEMENT DISTRICT ASSESSEES Kona Coastview & Kona Wonderview Subdivisions TABLE 22 100% RD GRANT/ LOAN ITEM AMOUNT ESTIMATE OF IMPROVEMENT DISTRICT COSTS $5,000,000 ESTIMATE OF MONTHLY ASSESSMENT RD Grant (42%) $2,100,000 RD Bond $2,900,000 Annual Debt Service (35 year term @ 4.75% interest) $169,100 Monthly Debt Service $14,100 Number of Assessees 438 Monthly Assessment "_ .... - $32 FACILITIES CHARGE FOR IMPROVEMENT DISTRICT ASSESSEES Existing Customers of Dept of Water Supply $0 or New Customers of Dept of Water Supply Facilities Charge (Subject to change) $1,190 Drop-in Meter Fee $75 $1,265 TABLE 3 100%. MARKET RATE ID BOND. ITEM AMOUNT ESTIMATE OF IMPROVEMENT DISTRICT COSTS $5,000,000 ESTIMATE OF MONTHLY ASSESSMENT Bond Amount $5,000,000 Annual Debt Service (20 year term @ 7% interest) $468,100 Monthly Debt Service $39,000 Number of Assessees 438 Montly. Assessment $90 FACILITIES CHARGE FOR IMPROVEMENT DISTRICT ASSESSEES' Existing Customers of Dept of Water Supply $0 or New Customers of Dept of Water Supply Facilities Charge (Subject to Change) $1,190 Drop-in Meter Fee $75 $1,265 KONA COASTVIEW/WONDERVI.EW WATER SYSTEM IMPROVEMENTS Proiect Schedule Weston Event . .. Target Completion late RD Applieation'EAJ?relimmary E :mering Report April 2002 RD Letter o.-ICConditions April 2002 Resolution proposing I.D. June 2002 public hearing July 2002 P-,eso uticn. Of - determination August 2002 Construction documents November 2002 Big December 2002 i Assessment ordinance February 2003 ,ssue I.D. bond August 2003 Close RD loam August 2003 Start constnact on 'August 2003 Substantial completion February 2005 I-Iookuv April 2005 I',- 0 O O CD Z3 CD n C� : G 0 CD.CDS v N C? '- CD Z2 o w CD n w. IC.'1 CD �' J• � •" = Cr Cr• 0 fv G' am/ �.�.'• C7 n G� CD CDg _ �• ^ CD CD CD ('0 C6 00 CD fD CD � — „ w !•� c N Ca-CDn c yCD — r' —_ =Izi N N „� •— �. S C CD _ < �=Cr CD 0 c - LO• Cl) O G CD CD v r. CD = % �. G c• CD N CD CD C? CD p G Cr CD p CD p O '_-. :.� << CD — CD CCD `e !q �" l.h O 3- O CD y = —C, It o 90 pa N C w.ccrf + fes• �. 0 =J 9 0 Im 0 0 :� 0CD SD. 0� cD 0.• cno CD w n' w _ _ e O. = O I N =' c p CD 0 CD CD CD �. �,. O ., mrA O K = y CCD CD O,= p v p p �i m O y �< O . 0 N= CD n a cu �' �° o _- �< z O �C' p 'Z7 Cl) CD N O ,= W p �CD G1. co n CD r• •-y .O,. COD Z, CD O ° O CD CCD .� , C=D "O O 'S� R rn co CD CD 0 2 CD �n Cy N CD rJ`"' ,�,, O O O CD CD C) CD Cl) CD r CD cl) cCDD = Cl) n? w N=" CD CD fD�e U P cy w CM CD _ 0 c o ov R I-3 c CDc g, CD 0 C=C -D = G a C + w Cl n N a, CD (D p C, CD O CD cn CD " G v CD Z3 CD n C� 0 c• CD.CDS v N C? '- CD Z2 o CP 10 CD IC.'1 CD �' J• � •" = Cr Cr• C = CD Q. fv G' am/ �.�.'• C7 _ �. N O^ p +. CD CD CDg _ �• ^ CD CD CD ('0 C6 00 CD fD c N Ca-CDn c yCD — r' —_ =Izi N N „� •— �. S C CD _ < �=Cr CD 0 c - LO• Cl) O G CD CD v r. CD = % �. G c• CD N CD CD C? CD p G Cr CD p CD p O '_-. :.� << CD — CD CCD `e !q �" l.h O 3- O CD y = —C, It o 90 pa N C w.ccrf + fes• �. 0 =J 9 0 Im 0 0 :� 0CD SD. 0� cD 0.• cno CD w n' w _ _ e O. = O I N =' c p CD 0 CD CD CD �. �,. O ., mrA O K = y CCD CD O,= p v p p �i m O y �< O . 0 N= CD n a cu �' �° o _- �< z O �C' p 'Z7 Cl) CD N O ,= W p �CD G1. co n CD r• •-y .O,. COD Z, CD O ° O CD CCD .� , C=D "O O 'S� R rn co CD CD 0 2 CD �n Cy N CD rJ`"' ,�,, O O O CD CD C) CD Cl) CD r CD cl) cCDD = Cl) n? w N=" CD CD fD�e U P cy w CM CD _ 0 c o ov R I-3 c CDc g, CD 0 C=C -D = G a C + w Cl n N a, CD (D p C, CD O CD cn CD " G v 1703 . mw CD Z3 CD w CD CD CD CD CD.CDS v N C? '- CD Z2 CP 10 CD IC.'1 CD �' J• � •" = Cr Cr• C = CD Q. fv C �✓ r, G am/ �.�.'• C7 _ �. N O^ p +. CD CD CDg _ �• ^ CD CD CD ('0 C6 00 CD fD CD � — „ << O < r•EL 1703 . mw ° Ir cc ^ J w fn a; _ E CU u � � E 3 cZ r �. G. J E o f vj CO CIO z n may., ECdl ti ¢w C, c gam, v, N N on; ca c6 m S CL cz •., 30 cd" a O u O U U 0 cd txo on' ° �E-o�❑fig O� -Co .. >•,Tu't G V 3 yid _to O m pk V2 co 20 cu a) N ca� I co p a id C7 ti 0 �_ Rs-r,x°°n tw2Ei o_0 a 0 al 0 0Y�0L6 6 ��_�o•� C,c Q �ivQw Jam_ ooct rn K o o ° � 4 v �p'cs0O. �o t0IL)0.0. y' �� UCO O. rol) ZMV co to ,. �y C t r. R" y x UCC ii =o °�� U :E .One .� o a� o .n w to ten. c; a er as ,s�s � o ztv (d M b w 3 =Cd 93 0 W o° o co o 00v�3 ofC33x >' a041 0 ° ` o :Q UIQ °" R s c O U N D O United States Department of Agriculture USD Rural Development i Hawaii State Office - Western Pacific Region Room 311 Federal Building 154 Waianuenue Avenue Hilo, Hawaii 96720 H-1 I B; IT Mr. Milton Pavao, Manager Department of Water Supply _ County of Hawaii 25 Aupuni Street Hilo, Hawaii 96720 Dear Mr. Pavao: Rural Utilities Service (RUS) Rural Housing Service (RHS) Rural Business - Cooperative Service (RBS) Subject: Kona Coastview/Wonderview Water System Letter of Conditions Telephone: (808) 933-8301 FAX: (808) 933-8327 April 9, 2002 This letter establishes conditions, which must be understood and agreed to by the Department of Water Supply (DWS) before further consideration may be given to the application. This offer of financial assistance is made to the Department of Water Supply, County of Hawaii. Any changes in project costs, source of funds, scope of services, or any other significant changes in the project or applicant must be reported to and approved by'Rural Development, by written amendment to this letter.. If significant changes are made without obtaining such approval, Rural Development may discontinue processing of the application. This letter does not constitute loan and/or grant approval, nor does it ensure that funds are or will be available for the project. The docket may be completed on the basis of a loan not to exceed $2,776,400 -and a grant not to. exceed $1,823,600. The interest rate be the lower of either the rate in effect at the time of loan approval or the time of Than closing. If you do not want the interest rate changed to the rate at loan closing, you should submit a written request to Rural Development at least 30 calendar days before loan. closing.. The loan will be considered approved on the date a signed copy of Form RD 1940-1, Request for Obligation of Funds, is- mailed to you. Please complete and return the attached Form RD 1942=46, Letter of Intent to Meet Conditions, and Form RD 1940-1, Request for Obligation of Funds, within the next 14 days if you desire that further consideration be given your application. Within 180 days of this letter, you must meet all of the conditions set forth which can be met prior to calling for construction bids. If you have not done so, Rural Development reserves the right to discontinue the processing of your application. The docket may be completed on the basis of the following: 1. REPAYMENT SCHEDULE (a) The loan will be repaid over a period not to exceed 33 years from the date of loan closing. In order to accommodate the construction phase, the first principal payment will be deferred for 12 months after the date of loan closing during which USDA Rural Development is an Equal Opportunity Lender, Provider, and Employer. Complaints of discrimination should be sent to: ....... --. ___ err,.,, -,(--;I rs.,:, I>;-" .. VV , k:.,.,t,.., n (- ')n7cn_oai n or nail r7n71 77n-Go6d (VnirP and TT)lll Mr. Milton Pavao, Manager March 1, 2001 Page 2 time interest only will be paid. The principal and interest will be amortized annually over the remaining 34 -year term of the loan, with payments due 24 months from the date of closing, and each year thereafter until the loan is paid in full. Rural Development will utilize the Preauthorized Debit,Payment (PAD) process to allow loan payments to be electronically withdrawn from DWS's bank- account on the day the payment is due. Form SF -5510, Authorization Agreement for Preauthorized Payments, will be used to formalize authorization of this process. (b) The agreement shall require that if at any time it shall appear to the government that DWS is able to refinance the amount of indebtedness then outstanding, in whole or in part, by obtaining a loan for such purposes from responsible cooperative or private credit sources, at reasonable rates and terms for loans for similar purposes and periods of time, DWS will, upon request of the government, apply for and accept such financing in sufficient amount to repay the government and will take all actions as may be required in connection with such loan. Graduation is required by section 333 (c) of the Consolidated Farm and Rural Development Act (7 U. S_ C. 1983(c)). 2. CONTRIBUTIONS BY DWS (a) A contribution by DWS is not necessary for this project, based upon cost estimates. However, if actual costs exceed the estimates, a contribution by DWS may be necessary. (b) DWS will certify prior to loan closing that a minimum of 438 residential users are connected to the water system. (c) Attached is RUS Bulletin 1780-12, Water or Waste System Grant Agreement, for your review. You will be required to execute a completed form at the time of grant closing. Grant closing will be simultaneous with the closing of the loan. (d) After providing for all authorized costs, any remaining Rural Development project funds will be considered to be Rural Development grant funds and refunded to Rural Development. (e) DWS shall use all its Rural Development ,loan funds scheduled on this project before grant funds are requested. - (f) Multiple advances or interim financing will be required until completion of the project. Interim financing for an amount equal to the Rural Development loan will be required, if available. 3. SECURITY (a) DWS will execute the attached RUS Bulletin 1780-27, Loan Resolution (Public Bodies). (b) DWS will evidence the loan with a General Obligation Bond. The bond will be dated as of the date of loan closing. DWS, through its bond counsel, is to provide Rural Mr. Milton Pavao, Manager April 9, 2002 Page 3 Development a complete bond transcript for the single instrument general obligation bond issue. The opinion from the bond counsel that is to accompany the bond transcript must show that the bond is a valid obligation of DWS. (See section 1780.83 of RD Instruction 1780.) - (c) DWS must present satisfactory evidence that it has obtained or can obtain any and all lands, rights-of-way, easements, permits and franchises as are required by the engineering plans. The following attached forms may be used for such purposes: (1) Form RD 442-20, Right -of -Way Easement (2) Form RD 442-21, Right -of -Way Certificate, with map attached (3) Form RD 442-22, Opinion of Counsel Relative to Rights -of -Way (d) Based on the proposed budget, the average annual user charge for residential connections will be $840 per connection. It is anticipated that charges will be collected by monthly service billings. Should a revision in the budget or user rates be necessary, Rural Development concurrence should be obtained. (e) DWS will conform with the provisions of Rural Development's Debt Collection Policies, explained through the provisions of Form RD 1910-11, Application Certification, Federal Collection Policies for Consumer Commercial Debts, prior to loan Closing. (Executed copy on file.) 4. BUSINESS OPERATIONS (a) DWS is a legally organized. public body under the state statutes and will be operated and managed under applicable state statutes. (b) DWS will be required to maintain adequate records and accounts and submit Statistical and financial reports annually, in accordance with subsection 1.780.47, of RUS Instruction 1780. (c) All residents in the service area, regardless of race, color, religion, sex, handicap, familial status, or national origin, must be offered an opportunity to become users of the facility. 5. INSURANCE AND BONDING . (a) Property Insurance: Fire and extended coverage in a minimum amount to be recommended by the consulting engineer will be required on all above -ground structures, including DWS owned equipment and machinery housed therein. This requirement does not apply to water reservoirs, standpipes, elevated tanks and other structures built entirely of noncombustible materials if such structures are not normally insured. (b) Workmen's Compensation: DWS will be required to carry workmen's compensation insurance for all its employees in accordance with state laws. (c) Adequate Liability and Property Damage Insurance including vehicular coverage, if applicable, must be obtained and maintained by DWS. DWS should obtain amounts of coverage as recommended by its attorney,, consulting engineer and/or insurance provider. (d) Fidelity Bond: The positions of officials entrusted with the receipt and disbursements of funds and the custody of any property will be covered by a fidelity bond of approximately the total annual debt service. The United States will be named as co -obligee in the bond. Form RD 440-24, Position Fidelity Schedule Bond, may be used for this purpose. 6. PLANNING AND PERFORMING DEVELOPMENT (a) The engineer should not be authorized to commence work on final plans and specifications until a determination has been made that the project can be planned and constructed within the estimated cost shown under Cost of Facility of this letter. When this determination has been made, Rural Development should be so advised by letter. The engineer may thenproceed to develop final plans and specifications and prepare bid documents. Rural Development is prepared to furnish the necessary guide to follow to keep the project plans. and documents within our guidelines and requirements. The the protect. (b) The following documents will be submitted to Rural Development for review and must be concurred with by Rural Development prior to advertisement. for construction bids: (I) Final plans and specifications. (2) Contract documents and bid documents, with DWS's letter on efforts to encourage small business and minority-owned business participation. (3) Legal Service Agreements_ (4) Engineering, Agreements (EJCDC).. Revisions in these documents will be subject to Rural Development concurrence. Any agreements, contracts, etc., not reviewed and approved by Rural Development will not be eligible for payment from project funds or revenues from facilities financed by Rural Development. 7. CONSTRUCTION CONTRACT (a) All development will be completed by contract. The construction contract will - conform to the Engineers Joint Contract Documents Committee (EJCDC) "Standard Form of Agreement Between Owner and Contractor for a Stipulated Price" and "Standard General Conditions of the Construction Contract." Such documents must be approved by Rural Development prior to advertising for bids. Mr. Milton Pavao, Manager April 9, 2002 Page 5 (b) The planning, bidding, contracting and constructing of the project will comply with the provisions of Subpart C of RD Instruction 1780. (c) The water system must provide water of a_quality that meets the current primary drinking water regulations, in compliance with the Safe Drinking Water Act, after completion of any proposed improvements. A review of the plans and specifications will be required from the State Department of Health. Evidence of such review must be provided to the Rural Development, and will accompany the final design plans and specifications when submitted to the State Director for review. 8. DISBURSEMENT OF PROTECT FUNDS (a) A construction account for the purpose of disbursement of project funds will be established by DWS prior to start of construction. The position of officials entrusted with the receipt and disbursement of Rural Development project funds will be covered by a Fidelity Bond, with USDA, Rural Development as co -obligee, in the amount of construction funds on hand at any one time during the construction phase. (b) During construction, DWS shall disburse project funds in a manner consistent with subsection 1780.76 of RD Instruction 1780. Form RD 1924-18, Partial. Payment Estimate, or similar form approved by Rural Development, shall be used for the purpose of documenting periodic construction estimates, and shall be submitted to Rural Development for review and acceptance. (c) Form RD 440-11, Estimate of Funds Needed for 30 -day Period Commencing from the date construction begins, will be prepared by the applicant and submitted to Rural Development in order that a periodic advance of federal cash may be requested. (d) Monthly audits of the applicant's construction account records shall be made by Rural Development. 9. COST OF FACILITY (a) Breakdown of Costs: Development $3,793,600 Engineering 3237500 Adnunistrative and Legal Expenses/Land 3671700 Contingencies 115,200 TOTAL (b) Financing: RUS Loan RUS Grant TOTAL $4,600,000 $2,776,400 1,823,600 $4,600,000 Mr. Milton Pavao, Manager April 9, 2002 Page 6 10. COMPLIANCE WITH SECTION 504 OF THE REHABILITATION ACT OF 1973: 11 12. 13. 14 15 DWS will be required to comply with Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), in order to make sure no handicapped individual, solely by reason of their handicap, is excluded from participation in the use of the water system, be denied the benefits of the water system, or be subjected to discrimination. CIVIL RIGHTS ACT OF 1964 Compliance with Title VI of the Civil Rights Act of 1964, as amended, is required. DWS shall adopt the provisions of Form RD 400-4, Assurance Agreement. (Executed copy on file.) DRUG FREE WORKPLACE ACT OF 1988 (P. L. 100-690) DWS shall conform to the provisions of Form AD -1049, Certification Regarding Drug - Free Workplace Requirements (Grants). (Executed copy on file.) DEBARMENT SUSPENSION AND OTHER RESPONSIBILITY MATTERS Executive Order 12549 requires the following certifications: (a) Form AD -1047, Certification Regarding Debarment, Suspension, and Other Responsibility Matters. DWS must certify it is not debarred or suspended from government assistance. (Executed copy on file.) (b) Form AD -1048, Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion. This form is to be used by DWS to obtain a certification from any person or entity with which it contracts exceeding. $25,000 in regard to this facility. EQUAL OPPORTUNITY Compliance with Executive Order 1.1246 is required. DWS shall conform with the provisions of Form RD 400-1, Equal Opportunity Agreement.. (Executed copy on file.)' RESTRICTIONS ON LOBBYING (a) DWS will conform with the provisions of'RD Instruction 1940-Q, Exhibit A-17 Certification for Contracts, Grants and Loans. (Executed copy on file.) (b) DWS will complete Standard Form LLL, Disclosure of Lobbying Activities, if DWS has made, or agreed to make, payment using funds other than Federal appropriated funds, to influence or attempt to influence a decision in connection with the contract. Mr. Milton Pavao, Manager April 9, 2002 Page 7 16. TRANSACTION CLOSING (a) The loan and grant will be closed subject to applicable Rural Development Instructions; legal requirements of the Office of the General Counsel, US Department of Agriculture- bond counsel; availability of funds; and this Letter of Conditions. (b) The Office of General Counsel will be required to write closing instructions in connection with this loan. Conditions listed therein must be met by DWS. 17. ACCOUNTS RECORDS AND AUDIT REPORTS An annual audited financial statement as of the end of the DWS's fiscal year must be submitted to Rural Development each year. The annual audit must be received by Rural Development within 150 days following the period covered by the audit. 18. Posters The PUC will post in a public place appropriate USDA posters, especially "And Justice for All" and Equal Employment Opportunity is the Law." Any contractor, during the construction period, shall also post such posters. 19. Compliance Reviews In order for Rural Development to assure compliance by all recipients of Federal financial assistance of all Civil Rights requirements, the agency will perform a Compliance Review (Form RD 400-8). The PUC should have, for the agency review, racial and ethnic data showing the extent to which members of minority groups are beneficiaries of Federal assistance programs. Should you have any questions, please contact Mr. Ted K. Matsuo, Rural Utilities Program Director, at (808) 933-8310. Sincerely, fIi LORRA VINE P. SHIN State Director Enclosures (See Attached List) List of Enclosures for Leiter of Conditions 1. RD 440-11, Estimate of Funds Needed for 30 -day Period Commencing 2. RD 440-24, Position Fidelity Schedule Bond S. RD 442-20, Right -of -Way Easement 4. RD 442-21, Right -of -Way Certificate 5. RD 442-22, Opinion of Counsel Relative to Rights-af-Ways 6. RD 1940-1, Request For Obligation of Funds - 7. RD 1924-18, Partial Payment Estimate 8. RUS Bulletin 1780-12, Water or Waste System Grant Agreement 9. RD 1942-46, Letter of Intent to Meet Conditions 10. RUS Bulletin 1780-27, Loan Resolution (Public Bodies) 11. Form AD -1048, Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions 12. SF Form LLL, Disclosure of Lobbying Activities 13. Form SF -5510, Authorization Agreement for Preauthorized Payments Note: Pre -approved EJCDC documents of the Funding Agency Editions of the "Standard Form of Agreement Between Owner and Engineer For Professional Services Funding Agency Edition," "Standard Form of Agreement Between Owner and Contractor for a Stipulated Price," "Standard General Conditions," and instructions on how to obtain them are found on the NSPE Web site, www.nspe.or under the Resource Catalog button. See also RUS Bulletin 1780-26 for guidance on the use of EJCDC documents. Water .firings Pr®gressl You are cordially invited to a community meeting presenting a proposed Fater Improvement District for Kona Coastview and Kona W3'onderview — Department of dater Supply Hawaii County Council Kealakehe Intermediate School Thursday, March 21, 2002 6:00 - 8:00 p.m. 6:00 p.m. Welcome ........................................ Councilman Curtis Tyler 6:10 p.m. Remarks ........................................ Mayor Harry Kim 6:20 p.m. Project Presentation ..................... Milton Pavao do Glenna Ahuna Department of Fater Supply 6:40 pan. Improvement Distract Process ......... Rory Flynn Legislative Auditor's Office 6:55 p.m. USDA/RUS Loan/Grant Program ... Lorraine Shin & Ted Matsuo USDA Rural Development Office 7:10 p.m. Questions from community residents 7:50 p.m. Closing Remarks ........................... John Tolmie Water Commission Jaynes Y. Arakaki, Chair & Curtis Tyler Hawaii County Council t 'A' H I B I T-" C'' 1 f� RK C RmK r c m-• D 2oa. Foc �a c_rscma=mate: _- .7"- o�REc_<? sem= �R R --_ Vim- V ...-.<ro =c � SSD 6�mJ�"�D ^�yCcxn aceto °'_� ,r m,c _pfd Rcn GR v�cL RA (n CL CD CD CD e®6 v�k 0 M 0 CD Q C'D^ V! � C IT 0 m Q -0 m -0 O O CD CD CL Q CD D CD 2 N CD Cn CD 3 0 .D O CD 3 CD W W W W w w N N N N N N N N N N -� --� -� Cn •P W N --� O C O �! O Cn •4a W N O O OV N O U7 .A W N --• O CO1-411111 W N -a V 11 V V V 11 V -I V -;I -;I �I '�l V 'J V V W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0 0 0 o_ o_ o_ o 0 0 0 0 o_ 0 0 0 00 0 0 0 0 0 0 0 0 0 0_ C3 666 o_ o W W W W W _o W W W _0 W W W C.J W W W W W W W W W W W W W' W W W W W W _ -W _ W w w c o o 6666660 0 0 0 0 0 0 0 0 0 0 0 600 0 0 0 0 0 0 0 0 0 0 0 W W W W W W N N N N N N N N N N -� �• •--� 0 0 0 0 0 0 0 0 0 .l W Cn Aa W N i O C,O i -4 W Cn A W N . O p W. W 1p A W N -� 0 0 0 0000000 0 0 0 -0 0 0 0 0 0 00000 O Q O 0 0 0 Q 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 C. 0 0 0 O O O O O O O 0 0 0 0 0 C) ^ O O O O O O O O 0000000 0 0 0 0 0 0 0 O O O Q O O -O. O 0 O 0 -0 0 O O 00 O 00000 O O O O -O O O O O O O O O O O O O O. O. 6 O O O O Q O O O O rr0x m rix m W DD <��Z' �fn��OOT--IrOD o m W KnnD�7 g: <<'�{�°03 03 C-) C m v, to v, c C o g. c sv -O n O o m v -, ro o m 7 �i h- =r v o O 0 7 m N -; n 0 - 3 m O O m O O o O' c O O O m m 3 m --- O m �. CA CD 'P v �. T. to CQ CD CD m CO CO -s a m o n m CQ m CO m Cn m CD -. cQ m. n cn o O o- o -3 5. m CD O O N m .c ^' CD CD -} O CD =. 7 N CD CD 0 �. O 7 O O CD 7 ca C CD m Z 3 o D m m m m� m 0 C— C-- 00C--XC�C-0x�C-r�C—SD«����<Cnpc)0G)O C) 2a : k-nmRz n v o v G O =� N CD W CD D o°' "� CD cr CD _< pj m ,7 m `� CD CCD D T. °° O 3 °', v, ID D - m (Q a) Q �; a) n) 7 O 7 O 7 m in = CD �r� Q �, D . CD C m "O Y3 7 =� 'CS ,z :l �r�� 7 O 5 3 oc0 C T. S S CD - N O a -C1 lu O 0 0 f- w a- m ? m 0 • cn C/) -I m c m Uv, cpm l7 m l CD m� �� o m o m m 0 o='({0` Do FD' F � 0 m y oma) m r m m m a) I D> m o 1 CD m m N CD _ c) 0 cn CD o f m T a x :3 P o o D 0 0 m co d °� F m m C/) 3 v 0 C v V 'p A -• -1 M W 'i) v V v -1 �l -4 -1 -4 oo W O-4 v V -) v v v '� v v v V V -� V v -J v V D O W Oow O W OPI) -4 W W - W CJ) W W �„ w W �,x 0 0 CD w K) W Cl) W W _,_,_, W W w �cn0 W W W U) w w -� rn!, W -W CW W ,,L W Q p) N N W N W - W � N -� --> -+ O O T� -� N N N N N N_ (n W N N OD N N' •P N N N N N 6) O 0 m M O O D O Co 0 s` OD N Cb OD w OD C4 O -V> o O O O O -+ O O N N N M W W W W W A 4 `-4 X •O r CO X fD X W X (D-4 •A CJ) O OV N OO C 0 -OD N J. C3) OD N? C X O N O -O to N� 0) co O m O N m O -T o r W X m s r C.S r r r r r r N O r r S? r_ r� o 0 r r r Cn Cn C= c" o U, w 0 v 0 Ln o o ro m O_ 4 o_ O o �. m o o 0 o_ 0 o_ 0 o_ o 0 0 o r m o 0 O w o o 0 0 0 0 `0 0 0 0 0 0 O 3 CD 3 CD D O a) O_ C 0 m OHO O m O m 3 0 m 0 m O m O m (� C)0-0— m m O m o m 0 m 0 m 0 a) y OR O m m N M O m 0 m Cn o m m O m O m m ni ai C m Q O 000 0000 m S 0 00000 O� �ppw 0 000 C CD Q - -. Q , -, Q Q CD m N CL 0 O 0 C) D 0 0 cAT3:SD TKxmMXx TAX XX X0)T��ST��TST�XT.T��C� LI). CU, 3_ 0 a) O n O O) 07 a) a) O 0) m M M 0• 0 O a) d m 0) m a) 0)_ Q m v m m A) ill O m M 01 v v, --1 C C 0 C C C C C C C- C C• C O C C C C C C C 0) C C C C C C p C C C C C N m tll. O_ a) O a) m N a) a) 0 m 0 a) S a) m a) a) a) m N �y a) m m m a) 91 a) a) a) a) m cn CD CO - X0 m 0 3 TiT�0 A;r,xXT�E Co AX TAX X;rXCOT�A7\A;Kx TX i.x7T o 0 o 0 o - CO 0 0 0 0 OO O O 0 0 O O O O O O 0 0 0 0 0 0- O D>> 0 0 0 0 a) 0 a) 0 2 c m 2 CD < 0 a) 0 m 0 m 0= m— 0 m w 0: a) 3 m— S 0 a) 0 a) 0 a) 0>> m a) m 0 m C 0 a) 0 m 0>> m M M 0= a) I— 0 a) m a) m a) 2_S_Cfl 0 0 DrnS>C (D 552S10ZSO1, m 10O�' N QS SSSSS C SCA mC)) zCSzS =O T- mO m N co _rn O N j CO CO O O O O C C O coCD CD O co CD CC CO CC, CO CO CO coCOOCO O) (.0 a) CA C Q0 m0) OCOa) n O O OOO v ti ti 0)OS)O -J v v v O v J O:r O- O:z O --4 A O v v O v A OQA ) v SA v v -PA -4 v -P -.P v A� A A A A -P 4b. A. v .p V A? V V y J� v A ti A v 4A v -? 410000 O O o co v •v 0 Ul O O c..� CC O OOCOo O- Q O m OO O C0 00 O Ul OO O O0 CO O C)C) -O! C O O O O O Q O C40000 O — 000 0 0 0 C Q� 0 0 C O � Q O Q O 0 0? O O� C OO O O Q O O C C O O O O O o 0-4 0 0 O Q Cn O o 0 0 Q C Ui O O O Q o 0 O 0 O Q O O O C co O o cc Cfl 0 0 0 0 0010 OCfl O O O 000 0 0 0 m Q -0 m -0 O O CD CD CL Q CD D CD 2 N CD Cn CD 3 0 .D O CD 3 CD V W O A r O W Cn O O 0 O V -( W r O 66X A O W A r O O 0 o V V C� O A O W W r -O O 0 0 V - W r O_ A O W N 0 O 0 0 V - rV W O_ A i O W r 0 o- 0 0 V O W O_ A r O w O 0 O 0 0 m O W O A O N O- 0 O 0 0 d CO W r O_ A r O "Ili CD r 0 O -O 0 d W r O_ A r O V r 0 O 8 0 O O W O_ A r O N 4) r 0 O 0 o O C W O_ •A O N Cn -O O 0 O O W O_ A O N A r 0 o o O� W W V W r O_ A i O N W r 0 O O 0 O N W r O A r0 N -N r 0 d O o O + W O_ A �C.) N t r .O-, O O O O O V Cd O_ -A r O N O(0 O 0 -O 0 Cn V W 0 A i O _ O 0 0 o Cn CO V W 0 A r 0 W O 0 0 O Cn V W 0 A 0 -+-+ V O 0 O O V W 0 A 0 Cn r O O 0 o C V GJ r 0 A 0 --+� A i O d O o V r W r 0 A r 0 -� W r O O 6 O WNO V r W 0 A r 0 N O o d d V C+J r 0 A r 0 -•� -� O 0 0 o nW --4 W r 0 A 0 -� O O 0 O 0 V r W r 0 A rO0 00000000 CO O 0 -O 0 CD V r W 0 A CSO O 0 O o A V GJ 0 A r 0 V r O 0 O 000 A rV W 0 A r 0 M O 0 O A m V W O_ A r0 - o 0 O -Al C iV W O_ A 0 W 0 0 O o A A V W O_ A r 0 N 6 0 O O A W �I W O_ .? r 0 i O 0 o d Ar C.J O C,J O A- N 0 O ,C) G8 Ar W O W r O A -� 0 Off�`++- 0 o A 71 OtiW W O W r o -Al' O 0 0 U o W co 14 w OO _ W --O W CD r :O CO, 0 W 00 W r _ W O W W O O 0 O W V -4 w O W r O W -1 O O 0 o OCnA VV w W O W W O O 0 0 ---{ —•s 0 cn n ii) T. m -i'W G7 -< E, m K m W w n 0 ---i m K _o W r ro m� x 0 C T. -u 0 �; �u r - o :o M < O c W o O m o r.1 m CD v, m x m CD W c n' n o 0 C m m O� n 3 m CQ a- c E. W m < CD O m 3 N c C o CD N N. m m W CD CD@ 7. 3 .- 0 M -+ CD C). 'D �n .� N 3 v (� o 0 m a w Cr -CD Cl -�-: a y m O• Cn C L-LD `GCD W (o CD 7 7@ C 7 � m w O O a r m p ID Z O (D (n = - - W . c > N m W O �m w>z D 0-rD 0C-Wx 0_ C`cnwC-<S`nDC7G�mm >�Ic�G� i3 rt n °'• w. _ M O' �. :4 g N N - O N oLY C 3 �. & �- p @ O <_ -I m 7. e `< 0- � C' ` C C) O CD CD n -„ CD O 0 -• W W CD, m m �� o< f'1 G o m 7 m rn CD m S Ocn 7 CD W 3 CD (n O- m m '� r(n c? D m c v`;` rn ;i7 D m 0) [x (yD� vi (�D Ci Cn )r r rcn C- m0 (D fi G7 o m m. CD SZO Z ? �� m o cn0c�' �°) D 0 m m cD Cl) v n 0 0 D O O 7J m Cn -1 V CD V V (4V V W A W '� -J W `p 0 V V W --� O V W V W V W 'p 1] O V W V W V V '� N V � '� "p V V W V W '� -1 V W V --4 W D W A O -'. W O N ? va N N O W. W -� �. j --� --' CAJI j o W O O� W N N O' N N j rJ N �< CD C CD n W p A 0 x (') N W A 0 Cn Cn O N A N O O o )K to OD d N d O) O CAJI D V N 0 W 0 W 0 C•> W W W p m A CA O T V r^ Cn (-I m m r V r ', c w X Cn Cn r CwD p 3 r- K r Z Z X Cn N CN r •A r r 3 W r- X d X Cn X 0 •A 'a Cn r � r X N cn r ...� r CO r U) r cn fn CD (D C M. O O� 0 O 0 m (v V W O O O O - C O O • 5 'O m o m o V OD O O- O O O O a O V V O A O o O w b o 0 0 CD CD O W 6 0) -(D .II m D O (U O. m C2 W C O m CVS o h m CD O W p� m = N O m O m O m m p W CD m W m m W m Cncn-•pp < i7p� y O CT 00m W Ov 0000 0 (D (D l -� -. CD a CD CD N N 4t m w N co o) C) CD N (n O ;rl% (nST.Tcn;K 7z d N. W N M. = W N 4J, CD C O m W W 9)- W t� m m m m m m d W m -m m m O o W m v 0) Q) Q7 0) v C m C m 'p C W C -m m �. m C m C m O �< C m C m w C Clt C W r2 C W C W C m c m C- -m c- W: C' m- c m c m c m c m C m C m C W C W c m c" m m C W C W m m 0 o p m iT�C 3l;' S* XXN� N �X0 %7,O 7,xx3:T.� IT.7za7,�Q a i. 3 xS.T.��{ 0 0 0® T 0 -0 W (D S 0 0 0 c CD n 0 O- 0 n 0 0 0 0 0 3 0 0 0 0: 0 0 0 o 0 0 0 C) o 0 O 0 S S O 0 o 0 0 0 0 0 o 0 0 0 O 0 o 0 D -I SS 0 T_pD1-0 Cn m TSoTT<SSTZ m D SU W m m m m m ST m m !II m m D m m SS m W a:TMM m m W m W m S m N (fl pojS__T�� co CO CD CD CO N co CD (.0 co (D CD CD 0 CO �SSCOS 0 (D (D (n CD (D NCD N CD co co CD CD co CD CO 0) 0) V 0) vO o co 0) 0 O n 0 CA O a >CD Jg W 0) a)q (A 0) a) 0) A(n q (.), ( v0) V0)w v � 0) A O A o O 0 A 0 A O Q0N A 0 4t!. 0 OO 0 t,. O A o O d A dp A O A o -P 0 A Cn A Ul -P. 0 A 0 A 0 A 0 A O -P Cil O O o o A 0 -9 0 A 0 -0� Cn A O A O A O A O O 0 0 0 0 o O O O O o OO o0 o 0 0 o 0 0 A Om o o O 0 O o O O O N W (o -A o o 0 0 0 0 0 D -O O O O O. O 0 O 0 O 0 O 0 o 0 O 0 0 0 0 0 0 0 0 o O W 0 0 0 O o o m V o 0 0 0 0 0 of 000 O 0 0 O O 0 0 N O. 0 0 0 0 0 OD 00 0 O O O O O O- O O O O O O 0 (n (D tl D 'n (D N 3 CD 0 0 3 a 0 (D 3 CD O 0 ltv1 O O y D cn CD Cn cn0 CD a �0000000000cocococococo(ocococ000waoow j mwwoo 00 -4V V 1-1 j 0 O (b V O Cn A W N --� O co 00 V 0) (n A W N --�' O O O V 07 (n .A w N c0 00 V CA -;I �4 V V �1 '� 1 •J V V -;I -�l- J -;I V V 14 V -Zl 14 V 74 V V � 1 V V V V l V V- V V V W Cn w w W W Co W w W C� C.J CW w w w CW W W GJ W W W W W w W CW Go W W W W W W CW 0 0 0 0 0 0 0 0 0 0 0 0 0 _O O O O O -0 O O O O O_ O O O O O O O O O O O Cn Cn T cn Cil Y, Cn r I r al r to r Cn Ul r Ul cn tJl cn r Cn CT m Cil Cn r to to Cn i e i Cn cn Cn to r cn cn r UT A A _O A A A O O O O O O O O O O O O O O O O O O O O O O_ 0 0 0 0 0 0 0 0 0 O r 0 0 r 0 0 w W N N N N N N N N N N > -+ -� 00000 0000 A W W W -+ O O N V CA Cn -A W N --�. O O O V Cn A W N -+ O (D w V w N A W N --� O -CO 00 V 666666666666 s r 0 0 0 r 0 0 0 0 0 0 0 r 0 r 0 r 0 0 0 r 0 r 0 r 0 6 i O 0 0 0 r 0 0101010 O O O O 0 0. 0 O c� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 0 0 0 g 00 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Cl -O O 10181 O Tr0co=a:-ic22 W Dl •--}C7CC3N Cn � 0-<= wwmC)000 W C)SSz�;U� .""1 N d `< �• C N N CD Cy (D O p n CD C N N CD N d `< - 3 -�. R CU N C -p (D -- 7' O N CD Cr N N �. p 3 N (n N CD -x N -� N. �_ O O CD ;m Cn CD (D N C O C1 `< CQ O (n CD C [1 CD — - 0 N - C O N n 7' _s O p O N N— CO rm CD N O• p Cfl CD (D N C `< (D CD d CD N O (D N N C - 4) N -� Q (n 3 cnn D c C m C (-� -0C-) ED > m o o z-uDTDx-v�-Ir-gODC/)co �m W TDc-G�x�rr 0 0 tD 0 s N 0 o Q =- CD m N$ N < N 7= N C Q) C :3 7 CD <, 0) p '< 0 C L Sv 7 N a. N -� CD N CD N M. CD rss o CD 0 3 Q 'Q O Q `� Q p< N C1 CD -O O _• - C'D p Q Q- ClCD O Q `< n �. C'3' CD 7 CD �9 �o `D N Cna� CD `3m `QG x2� .N•. m r-0) -� 0 CD � M. m X00 > > ca 0 .. D W p. -i CD CD N CC CO C- ;i m CD w N C) (7 D_ C7 0 s 0 m m O O M. a A >> :3 0 O. d y 0 fD f n m (n m cn V V T V V V V V V V V V •0 V V V V V V A 000 W ONO Cn W W W _._. CD W W W Cl) W O�_.�L W W W W (A c,O��AO W W N W W W N O Cn w V v��0 w N co W W -' OD U1 W -a (D O O O M 8— ...a- CJD —t X w _a � jv0 O W w O Cn N C7 o p 0 O W° W X o o -4 -° o -a o o� m - o co p 0 o 0 0 o 0 -3j °x o 0) o K a -N rn m x 8 0� i m X X V CO CD N W CD Cn w A O N O (D N - -->< 6, OD 6cn �i Co O A = r O (- O 1- 0 r- C" P" i- Ca (- r r ' a l O. I • 0 O ? N r- r- C- N m CA N 3 O CO W Cp A .� 3 O O O 0 X 0 0, 0 0 0 O 0 O 0 O O O O O O O I ._ y, ._. 0== w N O O O O O O C V 9l CD 0 N N N N C1 N N N N N N N N NII C N N N -. WO 0 0�0 00000 0000 DSD O 0000 N �'" CnD 4t: (n CD < CD d C (nn N W (D O T.;r�%mx x;r\�T.xmx711,x;rN x7,x xxxx2x C-) N N 0) N. Q. 4)• W N N N d 3 W 0) M N C 0) O C M N. N N. N. 7. N N- N• O v d v_ O N N a) $$ N• 0 N• 7 -i C C C (p C C C N C N C N C N C- NIN N C N 0? N C N C N C N C N C N C N S C N C N C N p C CIC p C p -[ N N C C N N N w N C cn � ox b7 � S. � a 0 � S. � � � lO T� x � n * N X S. i. Cp 7 S. b � � � � � � C i` C I 0 7 0 7 0 7 0 p N 0 o 0 0 o o 0 7 0 7 0 7 0 3 0 3 0 Q 0 7 0 Q 2 O 7 O 7- I O 7- O Q O C 0 7 0-n C 2 N N N N `G N N� N N N N N- N N N - a1 N N N- S — N N N ry N v N •- 0 N — -- SSTSS� SSSS2D2?-Iz22M2222CD2.22oy 222CDN 522210 m O (O O O D O CD O O O W <D Ot Cfl Co CD j CD Co Co (D - (fl o (o T (o Co �2 co Co to 00 O W m 0) 0) O m O (D m 0) m -(A Cn m (5 0) 0) CA O 0) 0) m 0) 0) w 0) m O Co 0) V V V V CO V V V V V N V V 4 V V V V V V V O V V V O cn V V 0) V V V O V ,A A A A A O A -!a A A A 0) 0, A A A A O A A A A A A A V A A O V A. A A Cl A O Cn Cn (r O CD O Cn O O OO O O O O O 0 0 0 0 0 Cn O O CS) O O CD A Cn 0 0 0 0 0 O O O W O O O O O0 O O O O O O O C) 0 O 0 O 0 O O O O O O O N 0 0 O CD CA O O O C O 0 CD O O O O O O O O O Cn O 0 O 0 O 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 O 0 O 0 O O O O O O O w O O O O O O O O O O O O O O 00 0 0 0 O W N 3 a 0 (D 3 CD O 0 ltv1 O O y D cn CD Cn cn0 CD Cn O V W O N 0 N O O 00000 00 000 .p O V W O N s 0 1 CO 6161-0 .p Cb V W O N s 0 CO 00 .p V V W s O N 0 . . 0 �.! A O VI W OI N 0 Cr 0 0 0 .,Q Cn V W 0 N 0 0 0 0 0 0 A •P V W 0 N i 0 ...> i 0 0 0 0 1 .P W V W s 0 N 0 1 W i< 0 0 0 0 1 .A N V W 0 N 0 N 0 O. 0 0 1 .P s V co 0 N 0 s -� 0 O. 0 0 1 .A O V CO s 0 N s 0 1 O 0 O 0 0 1 W CO V GJ 0 N s 0 Co 0 O 0 0 W W V W 0 N 0 O ()o � -O -O 0 0 W V V W 0 N 0 O V O O 0 0 W M V (a 0 N s 0 C11 O� O` 0(O 0�0 W Ln V W 0 N 0 O Cn i O O W ? V W O N O O A O O o 0 W W V W O N Cl W O O 0 0 W N V W s O_ 0 N s O O o 0 W -+ V W Cl_ 0 s s -O O c 0 W O V W 0 _ 1 0 0 s 0 O o 0 N GO V GJ 0 s 0 O s 0 O. 0 0 1 N OD V W 0 1 0 1 fb s 0 O 00 0 1 N �l V W 0 1 s 0 1 V s 0 O 0 N O) •v W 0 1 0 1 CA s 0 O 0 0 N Ui V W 0 1 s 0 1 C. s 0 O 0 0 N V W 0 1 0 •. s 0 o 0 0 N W ;1 W s 0 1 0 1 W- s 0 -O 0 0 1 N N V W 0 0 1 N s 0 O 0 0 1 N -� V W s 0 s 0 1 -a 0 O 0 0 1 N O- V- W O_ s 0 O O�" � O. O. 0 0 1 -� Q0 W s O a 0 O O 0 CD ..,f -+ W W O 0 0 si Q ca ..1 1 V W O --� e 0 0 O) � O O 0 -+ M W O1 R s O 0 CT (n O.-� .�! -+ C77 CA s O T R s O 0 A O. CD � 4A W O 0— CD 0 C.0 i O 0 O 1 W W O 0 0 N -O 0 O 1 1 N W O -->• s 0 0 i O Cl O �r- C r-7 D> 0 -4 0(41)D ti" -03: ZEz g-i(j)mw�: n`<S D3 i-D"�< X a: 0 o =s �<q NN CD AN 0) o N O W '0 p O 0CQ N � ? 00 CD p. N 3 0) O CD. 7 ca .6Q =*GaO= y� =i 07 C(Q A O @I n0) 3 W 0 7 C0 ! CD WCD S N Q W co C o m 2T2vQ�D�3 l��C7T� n �D� fll �G7 W-!�Z(n7:0C7�T.�- -i0 C7�i7-n W CD CD !n W o co W -+ o er o �..: — W < W < CD =' �. CD < 0 a m CD W �. W m 0 o -, n = o c8 m W W o CS m = o 0) @. a `< m 0 o y W O a=S�w : -r7 CD C ° CD M. _-•� iia m Q O_ A- 0) ,�„ _• CD O =< CD Q. '� W = rn m =• r A CDD = = W CD CD CD W MCD A .< cD ��m CD (n - i m -® 0 �. p — CD I W` W `< j m 0 v a) r CCD w = W CD ` r v z _ CD W a 0 co c CD D AD CD cr = m C ZE m CL CD m r r CD_ ET o n � O = o 0 0 0 N m c � Cc CD p 0) V j V W V "0 Q V 1 V W -4 W V W V Cl) V W W G LJ Q i7 0 -4 CJ V W W _? V W V W V W V CJ Q W V W W W V w -0 Q V C j V W V W V W v W V-4 W W V N o Cn v Q OCT i W W O Q X •y —W W -' N N N N W w N N- '0 0 0 0 0( 0 0 'p N 07 O N N N c) O O O W N O p M M o CD CD O 00 D o 0 N W -0 w CSD m Cn O O 0) D N p CO N N N- 00 co D° 00 p '� X C O N O X4� 00 N A CJD N p X X CO N C O V W (D Cn X N�? X- 00 V W Cn OD O N O x .p X m - T. DDD -•DDDDDD= v -4-P.>Dc C:i N � �_ r ° C -- � 0 O rN ° Dr 0 0 0 0 _9' °° Op N N co V— wv�5F5.5 =' = �' ?? c— _' _ S '�c S S DVo)� S S v o o 0 0 0 0 0 CD 1 --c 0 0 o Cl ac S o 0 0 0 0 0 0 �, o CD W W a 0 0 0 � W � W W W ° <" W W W W W W � W 0 2 W W W W W W (n 3 W W W W W W W W W W W CD ® O O O C• G® Q 0 Cn Cn (n fn (n (n (n Cn CO l CO c W ,< W CT .. (D CD (D CD Com, fD CD fD (D CD O Q CD v v W M W W W N W W, p� W Cp W, 0 CD N W W W W v T. 0 v v W 41 T Cy 9I: .L Lm. O= O O a) W C C C C- C C C C C. C p C C �' C C C= C C C C C C C C C C C C O' C -� CCD . W p ^_ CO W W- W W O W W p ,= W W W W W W W W W 0 c N W c �N T�T.C: S.%%T�T.SSc Tf x7f x7,x7`�_ �-i W D D 0 = 0 _ 0 = 0 0 0 = 0 _ 0 _ 0 _ 0 _ 0 = 2 0 0 2 0 0 0 = 2 W 3 0 = 0 _ 0 > 0 > 0 _ 0 _ 0 = S 0 > 0 > 0 _ 0 = 0 0 0 = 0 _ 0 _ 0 2 -a x W 2 = O co W W W W W W W W W W— W— W W— W W- W W W W W— W W W W W W W W W— V— W N o-222-_-----_rn 2 m_2S_m D 2------m-2 2_2 T_— Ln m O W CD 0) CD CA CD CA O m O- m (0 C) 8 C4 CT O 0) C4 O � O 0) A CD W CD M S° c0 O O 0 CS) CD W 0 O C4 Ch CQ O CD O) co CD CA CD CA (0 CS) -Co _d7 co CA Co O Co C Co CA (D CA M-4CD N I � „ CD C] O-' O V V V V V V V W 00 CD �p U9 V OAA A d> •P ? .p •? O .P. 4� O N -P ? ? -A ? •P ? O .A -A 41 .? A A A .ta O W A V 000000OO OOO c 00000 0000Cn00O0 Cn-00000 00.00 Ln W 0 0 0 O cc O O O O 0 00 0 O.O 0 0 O 0 0 O 0 O O 0 O O O O O N O O O O 0io O W O C O O O O 0 O 0 O 00 0 0 0 0 V cn O O O O 0 0 0 0 0 0 0 0 O O O O O O O 0 Cl 0 O 0 O 0? N O 000 O 0 000 V 0 0 O 0 O 0 0 0 0 0 co 0 0 O -CD O. 0 A 0 _ W 0 0 W ZD X � o W o CD m D ;,3CD N rn m yCD Tp.. 3 0 Cn wCn V ww C cnw CT A W N O CD 00 V w Cn A w N T O CO w V 0) Gl A W NW 1 'IJ -;I V -;4 ';4 � J -�I V -�I �J 1 �l -�l ' � I i4 -�I V -;4 7I -�l V 'J V �l V -;I V ;J J �4 'J -�1 V V 1 -I --j W W W w W le W W W w W w W CW W W W W W W W w C4 w CGJ W W W W W W W W W W W W W O O O 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 a 1 0 1 0 F C) 1 0 I 0 1 6 0 1 0 0 0 1 0 1 0 0 0 O 1 O 1 O. O O 1 O N N N N N N N N N N N N N N N N N N N N N N N N N N N N IV N N N IV N N N" Na N N N N 1 N 1 N 1 N � N r N N N N 1 N r N 1 N 1 N 1 N 1 N N -N N 1 N N f N N N 1 N 1 N 1 N N 1 N 1 N 1 N i N N N N N O O O O O O O O O O O O O O O O O -O 0 0 0 0 0 0 0 0 0 0 0 0 00 O O 1 1 O. O 1 O O Cn w u) Cn Gn .A A A •P A A A A A A A A W w W W W w co w co W N N N N N N N O w V w T A W N 1 •-> 1 O 1 O 1 O 1 co 1 w 1 V 1 w (9TPI Cn A 1 W 1 N 1 -+ 1 O 1 CO w V w w M Ln A W N 1 0 1 0 0 1 0 1 0 1 0 1 6 1 0 0 1 0 0 0 -O O O O O -O. 0 0 0 0 0 0 0 0 O. 1 O O 10 1 O 1 O 0 0 F 0 0 0 1 O O O O O' O O O O O a 0,= O O O O O O -0 0 0 0 0 0 0 0 0 6 0 0 0 0 a 0 0 0 O O O o 0 o o 0 o 0 0 o 0 a a a o o o O.o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :0 0 0 O N -� O O x 0 0 0 O O O O O N O O O O 0 0 0 0 0 O O G O O N ->• O O O O O -0 -0 0 � 0 f�K0 z£�(�r'Krrz0wF- xztntnDD v i6 D) o a) o a) `< G 0 CD z) v 0 CD c a m M o y D Z m g 0 w c v c 9 m voi c co N -• n m e ca v< �' v a 3 < a c : w N v N to << O <� CO 7 to o o to v p S O C0 - Cfl 0� O O m 3 M M `< �'` -3 w O O� O 3 0 [v _� Ct0i n0i `< N � a) p to CD 0 3 7� O O g CD O O' 0 CD =. zt7 CD 00 CD 00 p 3 CA S << 0i � —1 :Ef a) � a)co v m m to o 0 n = _ m v > C1 0 0 > Q 0 0 M 0 00 Cl) Up -n C/) z 03 1 0 1 -1 0• M ;r T - C- o o C- C- o m c 7 v < v c CD c C2 -0 ,C 0• N v � D .a<' ^* Cl) CD 0 c CO CD < =' = o o < Cn v 0 -n,- v < O C7 ai o m �.. �. -9 a) N X 0' CD Q v m m 0 � o Q m CD S 3 rn sp a-0 - m 5: 3 m ro C'' a) nwi � � ,< o v m ® � X CD � Q � m 0) y � � �� �7 S Q [7 v v, D ,< 0 � 0 n 0 j cn d v 3 ? ra �° sp c en zr T m o° b m m m o v m CD << a=) O' - -I v 0 a m v Z o D CA v r D CD Q O O O C1 m -0V- O N O y O O C N C N c N N <o m m g 0 CCD 0 p m 7 00 0 7 (� N n 0 =r W 0 O ai O 0) O of O A V V n 0) V V W 'Q V W V W V W W V-0 p n O w V W V W V w V W '1) V V w W N V W T w W +` (7 V V V V O V D Cn V W W 0 7 V 00 W L !� � 'A A Ul 0 M V V= O 11.) O O O w L i L L O W � O_ O � W W W 1p a + W :a —� 03 A CO ..a ..s N Q' .�a 0 A D w 0 -sS G) �- W O -_��-. (n O �* CD V= -��• CA Cn 0- X n ••e 0 -e 0 O m O X X _O X to C Cn -v Cn W A CO A Cn o X W -4 w CO CCD n A 0) 0 X m a) O Cn O CnICn A� w CA N O CA CA ;Cl m Cc,)- DSsv - Cn (D 0 - DDS^' = w D 3 D�r�,� 0• C v O N6)Ny O W Cn DDDD �- = � =r NDDM V � DA -a V ADD•DDaoDcn !Ju-. CDD v O 0 m a' a x -5F 3F 77 s ,:,, DDDCD - �• nGnGn� w .CD 7 �cr7c°wsc �c .< C7 r.'N�In m m s- �l5'x-a � O' � O o s a) r N D) S -. CD m `< m `2 v d a) CO <<< CD CD CD O -` _ m v. m m -` N m Gn n a) `< w N `< a) Cfl a) O N O N a1 a) N C CL a) N a) v N m N g m 6) a1 ? v (n W In Cn CA Cn Cn Cl) CA Cn co N Cn Cn (n Cn Cn W Cn Q cn ci% m o d CD CD CD 0 N N O O (nTT �iTTT 27.T�G7T� 7.CnCnfn m7,A;r )x7xx7NTT.-nTTfn 7\X X x000 d d n) m < v W. o v w v v v 0 0 0 w 0- 0 a) v_ w v m _. v v m R m v m N . n N • N N -- v • 0 v - -i 0 CD C C m C C C 0 p C C Cn C C c c c O 3 C 0 C C C E C C C .' p' C C o C C- C C c ? C 0 N w a) fn a) N a) C a) a) Cn N a) 7 no. �- a) -C) a) N -N 0 M N M a) a) a) w a) N 0 N a) �DT.� CLAN;. c T.3<xxr-Irr a) a) a) p: N T� ��T.�T.�T.O x- T. T. C, N 7,xA W xCn -1 0 0 0 0 0 0 0 m o 0 0 0 0 0 5>> 0 o v o o . 7r� x- c S O 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u, 0 0 0 0 0 0 0 0 0 0 o 0 v 0 o 0 D = n 0 a) D v w m - v m C m sv COca m o (7 0_ o n o d a) m y m D m m D v d l v- n n) M 1.0 DSS v 0) D=� D: TSTz_S_S_�`S_S_N =_TS_S_v S_m 4 N CO CO O to O coa=_S_S_C,30) CO CO- �S_S_� D CO CO O O O N Co ? Cfl -N O O Cfl O CO co co CWO Cfl Co Ul (0 (O! CO w 0 CO � V O M V w V C-nO M V 0) V w V Cn M V w V CO Cn w V w V CD CD CD O N W M VCn -i w- V w V w V to V w V w V M V V CSS V m V pV M V w I 0 V V T V0 Cn w V w Cn A A A A A O A A CD A F- 0 0 Ci OW AO O O AA Ui O O A A A A A A ACOO a0 000 0 000 0000000 CAC>004�oCn C)0(DCOCD DDD 0000000 O 00000000 0tH o 0O oo0 o0no 0W 0 C) 0 0 0 o 0 o O 0 rn 6) rn O o O 0 0 0 0 0 0 0 0 0 o 0 o a o 0 0 o D 0 O O 0 0 0 O O 0 0--- O O 0 0 0 0 O O O O O O O Cl OI O 0 CO O O O O O O O O O Cn O Cn O Cn O a O O O O O O O O O O O O A O O O O w O O O O O O O O O V, 0 0 Cn CD Q ChN CD Cn Cn 3 O 0 0 _s O a cn y co w 3 CD 0 N N N N N N N N Na N O w V m ... CA A •--� W --* N -* O 00 CO co I O I V O 41 C (n O A C W O N O j O C O Co (o co C V CD C O Cn C A (fl W N O to O qD (o po 0o po V co C �J V V V V -;I V `� 1 V V '�1 -;1 V V V- ---J -1 -4 -1 -,JV V -I1 V V- .4 J 1 71 i4 -1 ... l . ! V VVW W W W W W W W W W W W Ca Ca Ca W W W W63 W W W W W W W W W W W W W W W W W -� 0 0 0 0 O 0 O O O O O O 0 0 0 0 0 0 0 666 O O 0 0 00002 O O O. O O O� N N N N) N N N N N N N N N N N -N- N- N N" N N N N N N N N N N N -N N N N N N N N N N N -►J N N N N N N N N 11.) N N N N N N N N N N N N N N N N N N N N 000000000000 i i i 0 i 0 i� 0 0 0 0 0 -O) 000 O O 0 0 0 0 0 0 0 0 0 i 0 Co 0 0 Co Co Co Co V V V V V V V V V V-4 V (A O CA d1 O m m C 6) O) O 6) O cn U) cn cn U) Cn Cn W N O' Co (p V CJ) A W W W N O CO -Cb Oo O v V V W Cn •P W N -� 0 _O w -.1 � m U) A W C O i C ^ - O 0 0 0 0 0 i 0 i 0 O i O O O O e O i C C o o O i O O O O O -C O O C C -o C O O O 0 O 0 O 0 Co. C 0 O 0 0 0 C 0 C 0 C 0 0 0 0 0 0 '00 C O0 O O 0 O 0 O O O O O O. C co O O O O O O o O O O O O O. C C O O O. O C O C�-O O O 0 O O O O O C O O C O O N -a 0 0 0 O. O N O N O O O O O C O O ,8. O 0 0 0 co I- CU cl)0 00 <c> n � �c�c�G�zG��O� SD -i r- n 0 (� CD X, N 3 n- C CS O< 3 m* O W o m = m o m o 3' O co p 3 O ^�" c - Cn CD 3 >> a a .o m 0 m 0 07 0 '+ 4 O CD m- < CC m n) (D S � _0w N O '0) O C�� CD N D (n iii O 7- K rr Cl (D CD ;v x N CO j Cn O' �• O. o o _ m .tn+ c^ • O to �, � W m m m W < CD CD � acDi m 3 cn m m n n `� CD m = m m 3 < < � 0 c 3. 3 3 = Z `� `� `° `° c K < a a 0 0 < < m m N m fA co TD K 0 0 K W K ;uK W KKKXC?>KFRc- Z -n 3" S 3' C N (D O• D (D (D m 0) _+ 0 < C O 0_j m x <_ -• N (D �. CD' - p -SD o OR 55 3 a) 3 m 3 0) O 7 m (=D � . fD 7C0) D D m m CD �. •� a � m@ m m m 3 3 3 CD- � .CD 3''p m CCD 3 m fn —A ch (n Z cl)KM �� m� n� a� m ��x® oo =r SpRoGjK) Q° mo d o` i�jCCD o me —1D (n fn 7 m '0 m O C) �+ C m m �- -� K of uci O' O nj p '-i m = a3) z m CD cn r c m 3 (n 0c l) � O ° r ° w 3 -- p O CD F m o n — ' c') 'm D m v ° C 3 3 m H y n d O N V V W V W V W "D V W V W V W A V V W V W V W V w V w C7 p -0 N V Ln N) C.0 V CA V W V W C7 p V V V cn V W V W V W V V W V ct) D OO Cr pJ a 0 ..sW .p p —A 0 T7 A (n A W V X AALn N O) O D U W nAA O A ,P A A OX m Ww Co b W (o O O O O X A p X ;OOPiOp CD N A x 0) pW W?NCn O W -4 p cW,Npi,� j m DDDCfl DDD�Dx D K m '� "Da.m zO Arm. K DD -• Dcn m DD DD tbSSScn X Scn 3 • O" C S C s C CA CD 3' C O' C 7 C O C v. CD CD Cn A O -n - =' CD 3 -_ O, p to �- ? C D 3' w U) �' C O CO r ? C s C O' C �' G O. O Cn O 0 O CD 3 N O �mmm Wlmm�m3.WmW X, x po������� �����0�� 7 �_ 0 0 0 D c� cn fn !n (n Cn Cn rn d S2 m Cn �. 3- ccn D (n (n cn cn c c c c o p a o cn -D cn (n (n (n W D a m x x x?� x x x S x x x x x S m x x x x x x x x x x U) x x v x x x x x x: x x C7 m 3 m c 0) c N c CD °) Iv 0) c N c O y m c W c W c m c m c O � m M. m c 0) a) a) 0) (D W c W W m m• C CD w c m C m C C m c 0) m c T. SI m a) W C Y) m m W W 0) W m o O a C m= m C_ m C. m v C m a) m C m C m m i n m m W C m C w j> m C m xxxmxxx 0 0 0 xxxxx 0 0 0 0 0 m Qx— o 0 xxx o o o x7m o o x xx o 0 0 x7z o o xxxm o 0 0 x o o x7,c, o 0 D 7 7 C- m 3 m 7 X 7 7 7 3 3 J.. 0 3 _C 7 m 7 m 7 m 3 m 7 m 0 m > n m �. o 7 3 S 3 p _ 0 W 3 3 n 7 3 �SS_5�22�i�SSSZS m m m m m m m W W W m n m V m m m m m m Im m m •p (o Co (fl co (o (o (o N Co Co (o (D �DSwSSS N N Co (D Co (o SS= Co (fl O SSX_S2�SSSZS7SS_SN O Co Co Co V Co Co to o co_� w cm O W W 5 V C V m V CA V m V m V W V I (o AV m m V O V m V O V (n O N O) V m V O) V C V O V O V CA V d1 V (P V V Co CV CS) V CT V Cp N) O V O V W V o) V O)- -4 C V p) CH V a1 V w -P' A O A C A O Ln C A O A C A C O O A o A C A O A o A C N A Ln A C A C A O A C A C Cn C3 A O A cn C A O A C C A O A o A _)C Cn A co. A O A Cn A O w O C o O O 0 O O O C O O O C C O O C C C Co C o Q Co I O C O w cn 0 0 0 0 0 0 O O 0 O O O O O 0 O O O O O O O O O C C O O O O w o O 0 O 0 0 N 0 O O C C -i-�C W O O O O O V 5 5 5 O 0 0 C O O O O 0 0 0 W 00 0 O O C m 5 0 O 0 _s O a cn y co w 3 CD 0 V N N V W 0 N It, 0 0 VV 0 N in �I W 0 N W 0 0 CA 0 O 0 O N A V W 0 N W 0 0 Cn 0 O 0 N N A v W 0 N W O O U7 i P"I V W 0 N W 0 O Cn 0 0 o0o O N A V W 0 N W 0 O A 0 0 O N A V W 0 N W 0 O W 0 0 O N A V W 0 N W 0 O 0 O O O N A V W 0 N W 0 O 0 O O O N A �1- W 0 N P:.) 0 Cn i 0 O 0 O 11", A N V W 0 N N 0 Ja 0 O 0 O N A --s �l W o N N 0 W 0 O 0 O 110, A O V W 0 N N o N 0 -O 0 O N W O V W 0 N N O -a 0 0 0 O N W tl0 V W 0 N N - O O 0 0 0 O N W V V W 0 N N 6 Co O 0 0 0 O N W CS) V W 0 N N 0 co ao 0 0 0 O N W Cat �1 CJ 0 N N 0 O V- t 0 0 0 N— N W A �l W 0 N N 0 Co V i 0 0 0 �l W 0 N N cc Co V 0 O 0 0 W 1"i" W V W 0 N N Cts O i 0 O. 0 0 N W N W -O N N 66 O Cr t 0 O 0 0 N W s W 0 N N O A 0 O 0 0 N W O V W 0 N N 0 O W 0 -O 0 0 N N O V W 0 :N N 0 to N 0 O 0 Cl N N m �l W 0 N N 0 Co 0 O 0 0 N N V V CA 0 N -NV O' co O Oj O, 0� O N N O V W 0 N. I 0 Co Co 0 O O O N N Cn V W o- N 66 Co CO O. O. O. C N N A V W 0 -N N 00 V s o O O O N N W V W 0 N N. 0 Ow O 0 O O O N N -N W 0 N C O Ch 0 p C--0 00 N N -> 'V W 0 N. N 0 'Co A .0 O N N NO V W 0 N 0 00 A O O O V W O N N O OD A OO O0 OO O --{ *0mC)0C)C-);7C)0a-i K9:W9:O;rN� tlz�� a'2 WCA liC) O W nCD S� m m m d o o m m 0 m v m 0 r, c 0 X X O B o 3. o o m v X m o N Cn to to < ui m �; m 'G � v n in Cn 0 cm Cr Inp O, << (D m B to O O `< CD m CD CD 3 CD CD 7 CD 7 (D CD 'c S O' 3 m- 3 m Q. ^' 3 0 3 3 rn 3 w N m Q CA CD CD (D 7 O m C C O_ — 2 (D m p Cn o O O_ p O 0 O o 5• 0 n C) C) m m > m C p CL 3 O C :e O n 0 C-- 0 0 C- :0-0r- rd X r-'- W W - C- < K z x 0 0>c -_K G)G) Ti m M 9 C -D-1 --h 0 p CD p) CD CD m € o ST m 3 m 1 v '� m (D (D Cf m 1 o o 7' m C)0 N A (D l m 9 n m py =s Cp (D 7 1 (D (_ CC G CC `� (D C' m 1 (1 Q fD 9 > N 7. C3 > O to CT m CS m � iC• .,C n m p CD �. O CD •O CD x 0 p ,D' u: p' -m �7 'm m (n -'� CJ CD m Cn m Cn O CD 1 = 7C- 1 > o ° 3 �` 0 CD C- N -. m 3 r. Q D CD p. go QD - L ` C- Z = n� �� m� 3 =u'�� v 3 � Q, m CD Q° Qo � - :� m _ v m CD c> m 5 c 0 CL m a m m CD CD 3 CD CD (DCD N 0 ° 0 0 0 0 m 3 Cr T7 �' ° D m D o o _ v m `D °CD m ( c Cf) Doi O n ;z � CD CD C 3 N V V V -D Ln n V N V V W 'p `CJ V -0 V 'p 'U 'D -0 -V 'p C) V O V V N V V V V V V V V D W W WO AO0 =46) W 0 C11 W W OOWOWOinKWTWWC W WleW7WWGWOO N OLn 0 ( CoCL j CA N Co N W W W O Cn XO mn O OONWW �0 O N 0 X X N O X Cn 0 X X 0sCo XNV 'N N . V O (n W O 00 O )( V W O cn -s x- W O A00 Co Xm m WON V D� SSD �NSND �-4 S- K DDDD DDKDDR >03 W U) DD �2.> ppm =0 0,rno rn=n0-� -4 (D -4 �� �� �3m v �! NCn t) r7F C? (M D� m 7rs m x -K �(n0 Cn c: 0)W {' wv LA CD c m G 0 c� v c c sc c nc m >>o(u () m `2 m `Z o m m O Cu m ni o42 o m` 3 m m N m m to - m c c 1 m m m N -' n m p m 3 m C �. Cl) N _� N ~ — � Cn Cn Cn Co O Cn .... (n Cn , a �fp�o f^nnp CO D� .. m .-« 0— — o CA fn (n (D W NCCD CIO - CO v CoC D- (n N s 3 A (D TTT p m K 7TTTcnTTT xK7\ x TTTTT�Z x Ax C) m 0I 9I, p- m 0 0) m m a) 0) N N v N m, j m 07 m m_ m m, w- m N m 0 v C m t_v tv m C C C N cc (D Zo C C C C C C C C C C w C -= C C m C C v C C C C C. C C C C C -� m m m o 0> m y m m D m m m m m m m m v m m 3 m m m m m m m m m m m T� XX�m ---nTT.o T.�i.i.�X=� �n �T.T.ST 0 0 0 o O D o D 0 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 7 C 0 o. O 7 O 0 o 7 0 0 0 0 m 1 0 n 0 0 0 p 0 m 0, 7 0 0 0 0 0 3 0 n D m N 07 N X 0 m o m m C7 D m m m m m m m N m m m m m m m m m m m mfm m m m 222 �C7 S V _22(D W SS2SS2ySS2 � � SSS O SD2_222 � 5222 N Co Co CD O = O41CA (D fo (D CD CD Co to. CD Co O O O Co O � 0) O I 0) to 6) to CS) 0 (o W 0 O (o 0 Co (o O (o m CO m (D (o O V CA V O V (n CA V O V 0) V O a) CA V O V 0 V 0) V O . V O V 0 V Cn O V .CSS V V V A p O V A V A(n Cn O V V V A (s) V V V -4 O V O V A A A O O C A O O A 0 A o W A Cn A � A O A c n A O A (n A Ln CS) W A 0 A 0 A 0 o A 0 0 A O A O O A O A O A 0 A 0 A Co A Cn 0 0 0 O 0 p 0 0 0 0 CD O O O O (St O O O O O CD (D O Cn O O O Q Cl Co O O O O ,A O C) CA O O O O o A — A — O W O 0 0 0 O O O O O O 0 0 O O V O O O V O O O O 0 C. 0 O O O O O O O O -� O O O Co O O O 0 0 0 O O O O X 0 O O En Cn Cn CD w 3 CD b Tl O N W V W 0 N W O W W 0 0 0 O N W O -) W 0 N W O W N 0 o 0 O N V 0 ti W 0 N W O W --� 0 a 0 O N V W V. W 0 N W O W O o o 0 O N V V V W. 0 N W O N CO O 0 0 O N V W �J W 0 N W O N W O 0 0 a N V Ul v W 0 N w O N V O 0 a 0 N V .P V W 0 N W O N fA- O 0 a 0 N V W V CJ 0 N w O N Z31 o N V N V W 0 N W O N A o o 0 000000"— N V l W 0 N W O N W a 0 0 N V O v W 0 N W O N. N o 0 0 N CA O- V W 0 N w O N --s 0 0 0 -1-1 CA W V W -O N W -O N O 0 o 0 N W V V w 0 N- W O O 0,0 al0 010 N O C3) V W 0 N w O - -� W N O Ci1 V W 0 N W O - W 0 o a V W O N W 666 -� W 0 0 0 Co N V W O -N W -� V 0 0 0 N N 0) W V W O -N w -+ V 0 0 0 -� V W 00006 N W OOOOO V 0 O 0 O N O N V co N W CA 0 O 0 O N O -> V W N W - 0 0 o 0 o N 0) O V W N W - -P 0 0 0 N N U1 CD V W N w - �P 0 0 0 V W O N W 66 - la 66 0. a O N Ul W V W O N W -� W O' N N Ul V V W O N W O W O o o -� V W O N W O W O $ 0 N Gil W 71 W O N W '066 -> 0 0 N Ul Ul V W O N W 0 0 0 N N Cn A -74 w O N W 0- 0 0 o . W O N W 666 O 666 a 0 N Cn W W O N W CO a 0 N Ul N W- O N W W o 0 x �zox7\ w--i arC:rD'-1mo=ww4)G) O =• o o m 0 g 0 -` in>> -, - ;o ;o goon oucu00 W =- o o s– �; m� CO (D W c G <_' c < CD t Al _= c c o o N < – 3 m O m 0== m n 0 0 0 01 -.-SU __ m m= tll 0 /� Cn CD [D d 3 'G O m m = LD (] 7 CO O N N Cn CD N x= o _= Sv Q a a 3 O= 3' 4) [v M W to < iii Z9 _ t�5 _ m _ m 0 0 O O -1 O fn p N � c 2ID = w w m CD N M Cr 0' m CD c Z O 0 0 a s N = _ a K -n -n CD OO Cfl c :< m 0)w mm 0 3 3 dm m r r ci a m L co r- wnC- o"v C-R- C)G� CO Dww T�- ` m �- rt CD 0_ m p) _' O O CD m 9) m C C ='02 2 CD- LD m 'L N fD O . N- m Cn- to a 3 v m D to O -, w 7 O m CD m m = CD fn —i Gl. n'U�yC7wln N j Q CD CD Q '< �* X x `—Dz CA x m CD w =DcD < o� Q �� m o m� v- x D m C'D O 7 m CD x °) � r ;J- C=D v CD CCD N -n D 0 0 O o o p d O 0 N N f d to m Dv C N n C m N CD 0 m OCD y CD O 3 m to d s m Cu CD � n p W D -4 V p V- 4 -4 V V V V M i n-4-4-4 O-4 V -4 -4 -4 D V n V W C.) -4 V D Orn -> Ow W0, W0 VC(nA Ow w'0 w0 wO flW w w w Ul0 W 0 W G) W :3 p CO W W 0w 1 pWO W W p OD oDW=�- 0�]p 1W-+ �W , —Cii U --= w 0 m -- 0 o 0 aWO O w 0 O- NwO- O0r V V Q. o Z X U) �b o W W << Ul Ul A co p A O V V V 0NV W p W 0 Lin p O N O A p CO U) O O O O W Ul )C V W 0 w a) N a) N CO X CA 0 0 0 g Ul W N X N K W X o C V X_ M 7 X N CA M ' ns>o wD>>O 0 >DD co? wDv DDDsv _UDDNDm = or-) m �N ND) D D� O m w -. -. W -. -. x' -. T 0 -c 0 c 7c 7c' – W = A* as X 7: av, X -CD �, � am=r0 7C` CA T CD N c ov N c �-. v, o - PCn W D 3-=- � T G) 0 7c C)) w Z7 T. p r2 Sf) �2 N<< N m 0) 'J3 co M CD -� N d O l2 '� fL 01 r2 W N O V - Q (D R -3 8i D1 9= SU Ch C W 0 = (� CSD.. N C _ CD fU N O N tD N 0) il) N N N -� N to D) co �' ? O 0 o 0 N CD D to Cn C1J (A CA fn cn cn CA fA cn cn w CD a 0 Cl) -- =r o CD w M CD T ACS m x x< x x x x= 2 x x x 2 x x x x x 0 0 x x 7 0 CD _3 0' v 0) CD N CU. 0) Q) O 0 N W 0). O N. N. N, 0) v, a) 4), d. 0) N. 07. N. 0. O m•_ o m N 0) -I n p C C O C C C C p p C C cc c m C C C c c C c c– C C C = p C C c _0 v cQ v m l w- v sU n) iv c v sv m v m m sv ry v m m w n) iv a) v E X, m oxxrn xxXxc c xxx0 xx xxx xxxxx 0 0 0 0 xc x7' x�m x xx� F – 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m c O o D 0 = N _ m x __ sv tv _ m = y S m = tv an _ d _ m _ y _ w v _ v _ sv _ v _ m :3_ sv n) _ m :3(m m 0 2 - = m rn m cn sv m = m Z3-1 m 0) rn 2 M -4 2 S 2 T M M - - - - - - - Z - - - m — w 0) _T n () - N 0 A CnW(0 V CO 4h. 0 w Cfl CD CO Cfl N co - CO (0 C9 N fl m C W fl A O W O A Cfl A m coCO A A C 0) co C 0) N D 0) CO D CO C.0Vp A CVO CVO V O A A WV A W W A NN W A W I V O Ln V - ND N W AW Cil 0 O 0 -P 0 � 0 w 0 A Ln -P O O A 0 O 0 Cl 0 .? 0 A 0 tl n O 0 -P Ul ? O -A O A o -A 0 ? O A O ? O .P Cil 4A co A 0 O 0 ? 0 Cl 0 0 O -P, Ln CA N W Ni Ul 0 O O CD 0 Ln 0 cc 0 O 0 0 0 0 o p op O O a W - O O O 0 O 0 O 0 0 O 0 O 0 O 0 O OpA (0 O 0 0 W W f s O Co 00 o 0 A 0 0 o o a 0 0 0 0 0 0 0 0 o W o 0 0 0 o a n 0 -. w 0 0 0 0 o O O 10 O O O O 100 O W O -00 0 0 0 0 0 O O O C 0 O O rs-; 0 0 N CD CZ D NU) N N 3 0 O Q0 W W W w w W W W W W W W W co W N N N N N Na N N N N IV N N N N N N N O 00000 0 0 0 Cl 0 0 0 0 0 0 co O CD O Cb W O co CO co 00 00 A W N O Co 00 V 0 CA A W N s 0 O O V 0 Cn d� W N O Co CO V O CA A W N l 1 V V V V . 1 1 4 4 1V V V I V I VV �I V 71 V J V _;4 V W W 1 W 1 W I W W W W W W 1 W 1 W I CA r l le 1 W 1 W 11 1.13 W W I W 1 W I W 1 W I W W W W 1 W W W W- 1 W 1 W 1V- W W W O o O O O O O 00000 1 0 0 0 0 0 0 0 0 0 O O O O o 0 0 O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N N IV N N N N N- N N N N N W 1 W W 1 W 1 W W 10 W W I W I W 1 W 1 W 1 W 1 W 1 W 1 W I W W 1 W 1 CW 1 W 1 W W 10 W i w 1 W 1 W I W C.0 W W W W.W W W O O O O O O O O O O O 00000 0 0 0 00 0 0 0 0 0 0 1 O 1 O O C? I O O O O 0 CA CSS O O CA C)1 U7 C)7 CA N CA cn -CJ1 CA •A A •A •P A A ? A A -P W W- W W w w W W W W W W I W 1 N 1 -� 1 O F (o 0 V 1 M CA 4A 1 W 1 N 1 -a I O 1 Co 1 W 1 V 1 O 1 CA 1 A W 1 N I -� 1 O Co 5 OD 1 CU i co �.I V V O CA A CD O O -O O O O -CD O 0 O 0 0 0 O O O O CD O O o O 0 O 0 O 0 O 0 O 0 O 0 -O 0 O 0 O. 0 O 0 O 0 0 O 0 o 0 0 0 0 0 0 0 O 0 O 1 O O 1 O O O O O O O :0 1 O O O O O O 0 0 0 0 0 O O -0 O O 0 O 0' O O O O 0. O O 00 0 0 0 -O 0 0 O -0 O O -O O O N - 0 Cl 0 0 0 0 0 0 0 0 0 0 0 'O 0 0 0 0 0 CO O O O O N --� CD N j 0 0 0 0 C7wnngw� 0 0 0 ��OMOE(7nnDDfnw5p-n���0pTK<ZE00Z c c m-; c c m� x m m= m c m m 3 m 0 o ;: 9 ww< n a 0 n O 0 0 0 0 m Q. m 2 co p5 (`p 3< �. �, 3 m sv c m m ? �, 0t 0 � 3 0 o m 0 m v`i -..- ,- c) 9i _ W N v vi 0 (n N < Z a s m < 3 m Z c> 3 (fl 3 m 0 D_ @ cn << cn . 3 w 0 w 0 m � * g m a= CD m m o m m m m �' cti cti 0 0 D a s o o Q) o ori p n�i 0 S 0 o c E3 c c m -i m w CD m o o � m w m m 0 c N o p;pm5o 0 0 `< '< -n�- T.0 CD CD 0 m M3:XC m m, 0 a) C -0zDG)G)C/)>a (D m` 0CD D ZZS �5 < w m `G 7= O o 3 CD m R (D O� �-, ? (0 a cr (D O- - 3 a �L c 3? CD 7 y C- (D a Q � CD m m m -� �� ��0CD TS �J � CD �7C�� co p r T`D70� C@ CC l m ZZ�D rn 3Q° C� m �t @ m CD (D - S D =r m 0 n n v O w o p 0 £ f m D CD co o a O o m m x CD v v x cn c r CL O CD tap r n V C) V p V W -D V-0 V V 'p -p V N .A A V N M V V V V V M V V V V W CO 0 W p Ap W'pp?O W--• s WOpWWpWWWOWWWv`< 0) W-`2 W`2 W7c p^ prCn N 0- 00 O Tr, 1p jo' 0 oWjz� ^'W m .p 0 - O O .� N m A 0 -NO O C-, O O OV K oxMoXAX 0 -W* x N* >> �x co OOOX tOWox a,Dv co w�v-0 mP 3D Doi DNDADW 3"O DDaDo 3 W � � co . n -W DDD RC (D ; C — CC n � u XA m . x3 ;c >t W x�'. x"• ' m n a m D c mmW ?. (n ?. (n D m CO cn cn .m [nnn o c c D m m m _ Cn cn < Cn W � 0 n V) (j) n C/) 0 cn (1) cn cn n CD C) m m cn _ m .. m 0 CCD 0 x� 4 c o w cn ;r\ 7� ;5�=;\-cn0 S (n ;r, �S�a: 7zxx7.mx7,7,Ax T.T.T. X�;n m m q? 0 M. m 0 0) 0 w d, 0) v 3), O m m p LU, m O� N N� m O N flI N v N 07 fly 0) v M m, C C C^ C C C '- C C C C (O G -3 C C C C C C C C C C C C C. C C C C C C7 m m m m m 0 3 m m m w= m m m m m 3 ill m m m m m m m m m m m m m m m m m m ;rN T0 °� T.0 C5 �0 Tex 0 TT n 3 T.� p °' TTTTXo TT T.7:S T�T.R 3�T.T. '{ 0 o— 3 Co o 3 5 0(a 3 m o 3 5 0 3 0 3 =. 0 7 0 0 I D m 0 m= 0 i o 3 m 5 0 3 0 3 0 3 0 3 0 3 5 0 3 0 3 0 3 0— 3 Co 0 3 0 3 0 3 0 3 0 3 0 3 C-) m rn m — m 0 m m m o m m o 1zSSSSS n m — m m m m m— m m m m rn m m m m m m m DSw DNS�S_SX2 — 7:2SZw MSS S_SSN N O A 0 O O j N Co W N co Co O N -(O 0 Co 0) V Co Co OS N) 03 CO CD 0) V OD (j CO 0 Co O (o 0 CO m N Co 0 CO 0 CD 0 Co A O Co Co Co Co Co CO Cj 0 V 0 O V V 0 N V 0 O V V coCn N -I V A O V Co V (0 O (-,� v 0 C)t 0 - V V V V 0 V V V O V C3 O O �i 6) V 0) V o) V O V 67 V O A 0 0 ,P. O O O A -O 0 A 0 0 �A 0 -A 0 W A CA O 0 0 Cn CA .V A O 0 O -A O. A O A Cl A O A O A O •P O A cn Cl A 0 A 0 A 0 IN O A O -P O O O 00 0 O 00 O O O O O W O O.0 O 0.00 0 0 0 ,Wp O O O P O O O Cl O O O O 0 O 0 O 0 O 0 0 0 0 O O 0 O 0 0 O W 0 O 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O Cl CO 0 Cl O 0 O 0 A 0 0 O O Cr O 0 0 0 0 0 0 O O CO 0 m o � � o m .0 o C) cn CD . CD D Z_ y CD CDy y d m (D 3 0 •p — O CD 3 CD 3 9 W Cn O W A O W A CO W A V W A Cw W A Cn W I W A W W A N W A •-•� W A O W W O W W W Cl) W V W W m W W Cn W W A W W W W W N W W --� W W O W N O W N W W N V C.O r%) (A W N C37 W N A W N W GJ Na N W N s CA N 0 W CO W -* C D Co --a V W W W CTs V �l V 1 �I 74 V '�l -;4 -�l v •J V 1 V 1 V 1 V �I V V 1 'V V 1 V 1 V- V 1 V 1 -moi- V V I �1 �J V- 1 W W W W W W W W W W W W W W It, W W W W W W W W W W W W W W W W W -W W W: W W W O O O O O� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 O O O O O' 66 6A N N N N- Nj N N N N N N N N N N N N N N 'N N N N N N N -N N N N N N N N N N N N W W W W W Cd W W Cwt W W- W W W W W W W W W W W W W W W CJ CW W W W CO W W W: W- - W W 1 0 1 0 0 � 0 0 000000000 1 Y 1 I 1 0 1 0 1 0 1 0 0 1 0 0 1 0 1 o 1 o 0 0 1 o 1 0 0 0 1 0 0 i O. f O 1� O: -O 1 O O co V to W co (n Cfl A co A O A O W w N o s O 0 0 w W w V 1 w CA ! W w W A I W CJ W N— 1 O 1 W O 1 V CD V w 1 V V N T V (n- 1 V A 1 V W -J N 1 V a -V O M (fl: -0 o 0 V Cr- O O CJC (M A -m A 1 0 0 0 1 0 1 0 0 0 1 0 1 0 0 O o 0 0 0 0 0 0 0 0 0.0 00 0 0 0 0 o Y O 0 : 0 1 0 CC 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 o o 0 0 O 0 O 0 O 0 -N 0 --+ 0 00 0 0 0 0 0 0 0 0 0 0 0 00 O O 0 O0 Cl 0 0 0 0 00 0 0 00 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 coo o o O O o O O CS o N 0 0 '0C w -)0;r, C, o <? 0 O m ro0 v vmi G1�twwN-1 ro CD ro w 0 cnn O 3 ro 0G)0:CC a ::r M O C y m w ro O ro C 3 3 0 7C w w�� '4 7 m 3 O fD 7 C ro a Cn L1 m -.a- O co T� coCn � CO 3 0 <. ? CD � �' 3. � O ro N CD w CD ro ro to Co w O l w 3 7 ro =r CD @CD pt p C7 (7 z 7 3 0 p �- N d C C ro CO ,%, 1 ;D O O _� O C c `CD G w w 0 O CD CD G f0 N CACD D ro W W (CCD ro x G) m � m > ri Co o r' m m � � � � � '�11 �1 ZJ � � � O n � _i o <I � ' µ{i K 0 -n CD ami C cD C O c nt sp -: 3- co 3 3 a< a0i CD m a s v; D o o 3 Q R� 55 Cn ® O a� O 7 w Ci C C— a O `CL K 3 w r� Cl) O w o. a N w a `G (0 -R0 CD CD Sy = p K m 00 ^ v zw Zm Q0 P. cn3D�m G �7�G 90 CD -I z Cn6 o m m� �rn <3 cn <3 m � �` 3 m 3 Q w CD a _' CD n CD n CD c- w n o CD m 2 - - D CDCQ rn -• of r cD D 0 0 0 0 n V D C7 c X o 0 v � c ( D 0 c N o D N 7 D 0 O C D ` C) O a N V V V -4IAV V V V V -p OWx Vwww'0 Owwwww�T V V V V V m(D V'0"C7N V V-OV D Ops Ul -.000 �w("t 0�oo ) �OOO ',W ^,W -ow- oAAN- x x cuOooa OCN Nww 00', -.O-w--0Cx�w ..:, 0:.� 000 0- D V -+-�t)DwC��LlocuoG ...s W O CO O x O x O O (n w CD V p X CU- o Vj T� C N N CA. V W W p X CP CTI --+ O — OD (0 O x W O W Cn W O A O A A LU O D W O p X p X (b V N -p x CO O p x p x 0 •� j n °0 cwi DDDNNw W W D2 DADj A S- O *0 p DDDDNDcD = = 3' O =r o�DDDD�•S�NW 3 3' ZT -D C W � DN:w 3^ (n ANN A � �; n 3• C =r C C A A a. ro 3• C � w T C -� N C -N ro CD - Cn ill C C � C C W -C N C C C C C— CU Cl) C 'O N V N s W I c- C W Ul A N -+ CD N �. d 'C' '�' 0) 3. a N ?. 3- ill �. N �. v �. N 2. •� D N ?. -W 3. 0 ?. 0 2. N 3. ? CD a) =1 N M- ,e 0 N — cn Cn — cn to cn cn a° c) CD a Cn (n cn cn cn cn Cn Cn cn w ro ro Cn m CL Cl) � x o CD � a T1S;r; m;rl 7r,xxX=27z<Tz7�T.;r,iC2 D%T,Ss S,;r,;r 22 n N �- upi ai w �w w w w• ; 0 Cl) m w "Dt w Cl) �" S11• o O 0 r d n) N w w m w• O CD w T. O w w W Sat O C o C a w C w C w O- O C w CU w C w C w C w CD p p C w C w C w C w w w C w 2_.w Z C w C w C w C- w C w 2 2 C w C w C C" w w C w :C w w w .{ C p O T�STT��� 23CXT�T�T�T.CpCoT�� C i.T�T.�S. o i.�C ppj si D 0 7 0 3> 0 cr v o— 3 CO 0 O 0 7 0 C 2 �., .O 0 0 7 0 3 0 3 0 3 0 3 m V m V 0 O C7. O 3 o 3 0 33 0 0 M 0 V 0 (St 0 3 0 O^ 2 0 0 0 0 0 0 o D ro w w w N- w O w w w �- m w w w w w w N N. w D w w w w w N j w w ow w w -w ^— NT_22C7n _2 S_2 _210 W A Mi2222o02�22225� 2_2�z1�2%co N aj CO (D COI D D Co O CO CO O ? (p O O O CD (D Co" (o O O O O. co O) A (D co CA CO O (0 W O O 00 (D (o (.0 Co �- CO to CO N N -0 O W V CA V O V CO C,,,> O GJ CA V O O Ch V (St V CA V A W O CA Ot N O V CA V CSt V- CA V O O V .... O CT V V V C7t V CA V O O O V V O V 0) V CSS V- O V (n Ut O O A O A O A O ,�• A A A A O O O A O A (-n A O 0 O 0 O 0-4 0 0 A O A O A O A En A O A Cat A O A O A O A O A O A O A (n O O.ol L+� A O A CTs A - O 0 0 0 0 O O 0 O 0 V 0 V 0 O O O O O O O O Op 0 0 0 00 0 O. -O O O O O N 0 0 0 0 0 0 O CC O 0 O 0 O 0 O�CO O A 0--0 O ".O O O 0 O 0 O 0 O 0 O O O 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O 00-0 CA O O '0 O O 0 0 CLCD D U) CD (n (n 3 CD :3 w O m V r w 00000000 N T 00000000 W N O 0 0 0 W (b N V r W N T T W t O 0 0 0 W W A V� r W r N O i W O r O 0 0 0 W 00 w 4 (A r N- d r N O O 0 0 0 W O N V r y r N O N N -0000 0 0 0 W w V i w N T N V( r 0 0 0 W W Q V r W N i T N r 0 O 0 W V W �l W N OD r N 1N 0 O 0 W V OD V r W 0 N 00 r 0 N A O 0 O 00000 W V V v W- 0 N 00 0 N W r O 0 d W V CA v W 0 N Cb 0 N N r O 0 Q W V N J W 0 N 00 i 0 N r O 0 O W V A v w 0 -N OD 0 N O r O 0 C W V W v W r 0 N" OD 0 -•1 O i Q 0 Q- N w V N V r w r 0 OD i 0 -� CD r Q 0 O V r w r O N T r _O O r O 0 C 0 w V -> V r w r O N T r O 00 r O 0 O 0 w V O V r w r o N w r O �! O 0 O 0 w O CD V r W r 0 N W r O CA O 0 O 0 w CA 00 V r r y 0 N r T O -� N r O 0 O 0 w CA V V r w r 0 N T i O •-� A r O 0 O O W CA CA V r w i 0 N T r o W r O 0 C. O w CA N V r w r 0 N O r 0 N r O 0 C O w CA A V i W r 0 N OD r 0 -� -* O 0 O O w O W V GD i 0 N CSO 0 -> C r O 0 O O Cl) 0) N V W 0 N T 0 O Cfl r O -O O -O Cl) QT v W 0 N OD 0 o O0 r O 0 O C Cl) 6) O V W r 0 N r T 0 O V i O 0 O d W N CO V- r w 0 N 00 i 0 O- W O 0 O 0 W N Cb V r w r 0 N T OI -O' N C Cl - 0 w N V V r w i 0 N OD O O A r O 0 O 0 w N Q V- w r 0 N w O O- W 0 0 O 0 w N N e�R W r 0 !V T r C� 8 N Cl 0 O' d w Cn A V r w r 0 N T r O O -O 0 -O O w N V co r N N W -00 O O r O O O O w N v w r 0 N W co Cfl O O O O w N v w r 0 N w Cp Cb i Co P O O ---0 9: TO 9:0(j) o d 0�ICACn�C-` c c v ,ni3TX v:> maoC) Q o o D x c)��� o c • dip v DNn�C3c� c m �, g o c U (D c 3 c m N m O �, v �, m o o ro° v cQ c cD m x m cn w s w o v, y cn - N m .p � a) Cr CD N, p O M p a1 C7 (7 -� ? - u In Ch 3 t° _ CD 0) 3 m � n zo 7 to O O -I p m u°, � 0 m 0 v, En o> O N G p 0 0 f m 3 d 0 w 0 w T. O T-nxL>;uKC-0 N cn��(�`��D a) O� c c xwX-i��7(� `G nD�D xmm -n (D 7 CD 7 p' 3 O -'S n ? n O' N 3 v O 7 O p O CD v c)° 3, s N C CD 3 M O -N CL `G < `G n a. ? W CD CL p SrO =r p f1 7" CD � 0 N 3 =r =r O �. CL m � C=AD N �• CD LU w CD ,C 0 Q�� O �C� KN CD N rrCD CD -C, QD s N 3 a) COD 3 3 � C-ce� C, a CD �QQ 3- W -� PO 3 CD (D C. Cn CA c D�r0 a -. C- -n z D T -i j D j Q CD fl m o Sp QO m QO N v v v m CL a) v= a) CD a cn Q n d 0 r M 0a m m � n O p O O O cn r K 9 o m ru G. m cxx m 0= OD c w m Ti o °' a n O = w N Co rn CD o m - cil V V V 00 W V -� V V V V '® n CO V 'p A V V V V V V N V 'D •� V V V- V 'Ci 'D D W �o 00 W OmyDOo.n6,0� CP ()) V W M W W W W O� p N W �OQc-ni A N A A A A -� A .-+ A --� A A -� A -� A_ A 0 A 0 A 0 -P 0 A 0 A 0 A 0 A O A O A O A O W co w O W O W O W O W tD W O W O W CD W- CD W CD co co W 00 (b IN O O W -.1 O Cn A W N --� O O co- Co V Cn CT+ A W N -+ O (D W V M cn A W N N -s•: O C9 CO V V�l V V V �1 �J V V V 'V 11 'J V 'J V -I V �! V V �! V �1 -� if �l -J 'V V -•� C� W W W W W W W W W W Ce W w W W Ca W W W W W W W W W W W W W W W W W W W 0 0 0 0 0 0 0 0 0 0 0 0 0 CO 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N N N 00 Cb O 00 (b Cb a0 W Cb 47 Cb W OJ OD W Cb 00 OD OD 00 00 co 00 OD 00 W OD- 00- N OD co W W 00 OD O d) o d1 0 0) 0 O 0 05 0 O 0 CA 0 CYf 0 CT 0 0 0 cn 0 cn 0 cn Cl Ln 0 0 0 CA 0 CTI :0 Cif c A o A o A O A?? o 0 0 A 0 A 0 A 066 co W W OOO000 W W-�W W co W N A w 0 N- 0 0 O 0 OD V 0 O 0 Uf A A o •A W 0 N 0 -+ o O o O V O O O Cif o A 0 W o N 0 -+ 0 O 0 CD O Cb O Cb O- W O V LCr' O CP A W o 0 O 0 O O 0 O ) 0 0 0 0 0 0 0 O' 0 0 0 0 Q� cG:' O O O O O O O O 0 0 0 0 0 0 O O O O O p O O O O O 0 O CO O 0 O 0 O 0 O 0 O. 0 O 0 0 0 0 0 0 0 0 0 N 0 --� 0 O CJ O O O Cl O O O O O O O O O 0 0 0 0 0 0 0 O 0 O 0 O O O O N O --� O O O O -O O O O O O O -OCA co -<F<< >5F-n-n-ni K •-6 x -p -0 -V 25% 0 -1 X K Q Z Q x;r\zx9! 91 Cn G) D mZ� W 3 O CD O N W Cn. W W -W N W co7 . CD J W W W -n cn C p 0) Q c C) W C W CD C W LT to 3 0 W_ J (D O W N 7' 0 '+ 0 CrCS 0 0 CD D CCz CCD rn 7 `< o -, CD 7: CO N CD CD O O, nn. CO C O s= Cn CD p- N J 7 7 CD Q 7 CD O O CD CL 7C` :7 O 3 () to <. CD W `G ` ) m W 3 3 a CD rn 7 U) n =s W W a<< a sCD W Z m C C d W W < CD D a CD 7c CD � W rn 7 Cn � CD (D D W O CCD 0)p -i - - c c 9:CD p 3 3 N N N Vml y 4m1 y -o --W r- O c)cncnr ((D W Q_�_ _ c Cf) cnD mC- vm d W `o mm 5 0 = CD CCD C7 O' Cpn �• A 7' y C CS• O W O w- fD 7 CD W n O• C) 7" W 7 CD CD < (L2 (D C) W 7 W J 7 C G N N 5y Cn W Cn .� (n W N W a (D C=D C2 W N W (D W CD CD J .,C O '; 0 V -. W - S 3 d '� N 3 0 in � W C1 W 2 �=� C- ` a m S r Z �� W QD -2 ZS m Q_ Q° W C7� m OCL O > W 7 O• CD T (�D m (D t� t� W y W CL W 7 Dm m 7 �` w cocnm ,9 Ca W D W - Cn (n W i CD n T n CT C7 p J (D O = 3 � 0 � m n � D J' CD o m O O m Z J c m c N CD (D m o n V W A N 'V V W "p •0 CJf G7 M O N ..a 'p A A V W V W V W 'U V W Cn O V N V W V W N CA C7 V W V T 'p V W V co W W — V V W A M V -• 0 0 n� p "#�I V W V W V W D O .p. N W Z O -' Cn O O W O co W O O W V �4 CD O O O CD w O W o V N W O N) N ' 0. O V O O U j O CTC V O W 0 O O 0 -4 i� Cn V Ln C0 CD O V 0 O W O W o O CD O CD CD O Uf W W O d W 0 0 0 0 O O O O. -0 O O �4 M. O N hf O -� O p 0 m D Cn (/) W O Qp Ln O: O A pD m 0 0' O X L X cnrn X Sw'��p X X T DDD X D `* W W O Z w< D W W V D�-'DO-0 CD X O tD , o CD W � CD Dc) -• J< A CP V M X UrN X DDD(n =r Z O cn A N O A W fl1 V 0(D O p 0 :y= X" 7C -T X' -O T" O O C W J' Cn 0 X 7 pf V W =r 0 c 3 W CD AfW N� N O 3 G C C W O Cif -+ 00 N O CP _'� Cp D CD •dam O �3 W W v W m W N CO W 7 �CD CD J n W c v = Co C CfI W N C W _p 0 (D O O N W T W O S i�D m W a Al 7 N 7 DCD CD 0) CO (n r' 2.@ W?.,3 ' Cl) p�' U) (n .« (n< v (n (n us m Cn fn ^. CZ D (n Cn ... � m W C<D COD CD IMOD N T CD N CL w a o 0 T. TT�rT�rSS2! fiTT�T.��DT� T��iTT�XT X�O wx7\�T7\7 �;Kx0 W v W W 0 O co W O 0 W =ra W- W W W W W Cp W W y v W W W LI) W W Cp CD W W 3 CD W W 9> W N. W C C C: W = W is O W O C W O C O C W. 3 W? CCDD o C- W T� '- W T. C W r W O! W N CO ' : C W C W N D C W C W C W C p C W C W X �. 0 O -0< CD C W � _0 O O C W x C W % C• W x C W T� G W % C W x -� W W �- 0- - Z C C CD 0 0 0 0 0 CD o O< 0 0 0 W 0 o CD C7 O CR C2 O 0 0 0 0 0 O O- S o J o S T z S J J J J O w 0 y 0 J J J J S a 0 ' p� 0 0 0 n D W (0 W D W D CD — W W W W W-- < O W W O. W W W W W(0 W W n W W W W �.vSCDSO X00 O -4M -----DO S SC) 0) m 10 i-4OO SD <S - - SS - N CD N O CD W V O M DWNS O COr O) OAO Ds D A coco A O W O O m A O OND OA co O co m CAQ T CD O) CAD OI 0) "p O N V V V V 3 V V V w V VOOV NO V O CO V V -I V J V O O n O Ul O O 00 0C O VA wUOOOO C7 CP O O ACOVN,MOOM OOC) 00 OO L Op 0 000 000 0 0 0 00 0 0 OO o (D AO NJ CD OO O O0 OO O O con OOCC" O O O O 0OO 0 0 0 0 0 0 O CO O O O -� N O O O O O O N O 0 0 O O O O O O O O O O O O V W O O O 0 0 O O -O O O O O R-9 0 '0 O Cn CD y Cn CDcftW 3 CD O W W V -�1 020000 N N 0 W -+ O 000000 O O W V co p O O O O W V N W V Cfl O O O W �J N oo VVV p p O O W -I N Co v 0 O. N W y N do V 0 O -� ti O N co V V O OO O p W d O N w V CD O O 0 W -�1 0 N co V Cl O OOO 0 O N V 0 N oo O 0 O N 00 V 0 N (b p. 0 O N V -;4 O N. W O O.O.O-:'OO O ORO N O -;4 C) N f9 O .d, N Clt 'J (D N Or V -O- O. A N .fi 0 N" O O 0, O O A N W O.O -m CD O O C, 'J O I A N N v N m O o) V O O Cl I I A N O N b O O CA O O Cl O --i D D D D i co cu i o co co u `ti lA Cl) m a 3 Q sz c p� v fl1 O a) Cl) Cl) m m 2 � x x o m m m x m m a> -� co `� c o D —— o K =rm 0 vT, -U p 0 p iJ o o � �7 0 g: w m ami `- CL < < aa) 2 S r M not not °� �_ p? m CD �. m a a m �_ n m CD c v v; to _ c�`L CDe � Z `- D 3 D = to n D F0 3 m o` z 0 0 0 0 CD E Q m O < o o co D O m F � o m CL Lo m m m m (ten x WW90CO(oCD V V V oWWWWO0 0 W 0 N W A WW ; IP ON W W w o-0 v W W CO , - W �_00 ill ND Dov m m KDX DDDx O- D wx -U'_o ^)m Z x C c o O m c- c? c w- c W� - • c N N j ;U �1 .� 0 7- 7 7= 0 7 - CO 0 0 -• CD a O. Q -. -. -. -. 0) x _. Cn '. N co In In Cl) Cn D fn ;u fn Q -0 D aa) m 0- O u V O W o�Ammm <xn C 7 a) G a a a CL 3 O d_ C CD m C m C v_ C 0 v. 0 L 9). cD T. C a�<v�000 a��vva,�a��, O C p C Ia��,3: O -� (n co m o > o >> o v, �c * o > CD cn 0 =3 a> 0 :3 m 0 =3 m S O 2 o o ow ''' 'V W 0 o D d X m v* 2 D D D v S D 2 2 2 -' 1 v 2� sv o 1 < S N _S2 CD co Co O co co (D O -co O (o - O - (o - O -co •- Co N _S C.Dtco OW -0 Mb K - CO _ � O V V, N m V A 0) V A O N O N O N m V O (+� O m V A O V O V O O O V N W 01)j 6) V V CJi O O N D 6) V A O CD O 00 0) m O CA O -P 0 0 0 A 0 A 0 A O A A A of -O O A O 0 0 0 0 0 0 0 0 0 0 CO A O O (o OO O Cl)N -N O O 0 0 0 0 0 v O O O C) CD fJ� O A 0 O C) O O 0 n� 0 0 m Co i o El o Z N CD CDN M co m r.. � o -o 0 CD 3 CD DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII 345 KEKUANAOA STREET, SUITE 20 • HILO, HAWAII 96720 TELEPHONE (808) 961-8050 • FAX (808) 961-8657 February 12, 2002 CD TO: Mr. Rory Flynn, Legislative Auditor Assistant Office of the Legislative Auditor ,- I a 0 FROM: Milton D. Pavao, Manager •• =-I � n SUBJECT: KONA COASTVIEW/KONA WONDERVIEW IDENTIFICATION OF LOT OWNERS TO BE CREDITED FOR PRIOR PAYMENT OF FACILITIES CHARGES Please find enclosed the list of lot owners to be credited the facilities charge for the first connection. Out of 123 accounts previously listed, four belong to the Matsumoto Water Company; therefore, we have not included them. For your information, the tax map keys that are shaded are lots that we found to be CPR. Should there be any questions, please call our Water Resources and Planning Branch at 961-8070. SHK:jkh Enc. Sincerely yours, ^D.Pavao, Manager T I/Vccter bris2aj proc�rejj... .............. 1 TMK: 7-3-013:001 OWNER: OMAYA, FRANCISCO & ANGELES ADDRESS: 73-1240 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1240 LOLOA DR DWS ACCT #: 933-62180 2 TMK: 7-3-013:002 OWNER: CARTER, MATTHEW A & NORIKO ADDRESS: 73-1238 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1238 LOLOA DR DWS ACCT #: 933-62200 3 TMK: 7-3-013:003 OWNER: BULLOCK, ELISABETH & HARRY II ADDRESS: 73-1236 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1236 LOLOA DR DWS ACCT #: 933-62150 4 TMK: 7-3-013:004 OWNER: BENTO, FRANCIS DRAKE JR ADDRESS: MILLER, DOROTHY KAPUWALANI ADDRESS: 73-1234 LOLOA DR TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1234 LOLOA DR DWS ACCT #: 933-62270 5 TMK: 7-3-013:005 OWNER: DANIELS, ALLEN N JR ADDRESS: 73-1232 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1232 LOLOA DR DWS ACCT #: 933-62260 6 TMK: 7-3-013:006 OWNER: VILORIA, MAGDALENA C ADDRESS: 73-1260 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1260 LOLOA DR DWS ACCT #: 933-62170 7 TMK: 7-3-013:007 OWNER: YONEMURA, DAVID P ADDRESS: PENDERGASAT-GALVIN, KAREN ADDRESS: 73-1226 LOLOA DR TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1226 LOLOA DR DWS ACCT #: 933-62300 8 TMK: 7-3-013:008 OWNER: MULHALL, MARJORIE K ADDRESS: 78-7253 PUU PELE RD ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1224 LOLOA DR DWS ACCT #: 933-62210 9 TMK: 7-3-013:009 OWNER: ROBBINS, C ALLAN & DEIDRE L ADDRESS: ROBBINS, ELLEN G & ROBBINS, HOMER D ADDRESS: 73-1222 LOLOA DR TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1222 LOLOA DR DWS ACCT #: 933-62320 10 TMK: 7-3-013:010 OWNER: ALMONTE, DANIEL & PAMELA J ADDRESS: 73-1220 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1220 LOLOA DR DWS ACCT #: 933-62190 11 TMK: 7-3-013:013 OWNER: BILOG, DOMINGA C ADDRESS: 73-1212 LOLOA DR KAILUA KONA, HI 96740 TMKADDRESS: 73-1212 LOLOA DR DWS ACCT #: 933-62310 12 TMK: 7-3-013:015 OWNER: GOMEZ, VICTORINO P & CARIDAD ADDRESS: 73-1206 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1206 LOLOA DR DWS ACCT #: 933-62155 13 TMK: 7-3-013:020 OWNER: PIHI, ALBERT J ADDRESS: PO BOX 998 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1194 LOLOA DR DWS ACCT #: 933-62160 14 TMK: 7-3-013:021 OWNER: SLADE, HARRY & MARIA L ADDRESS: 73-1192 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1192 LOLOA DR DWS ACCT #: 932-53324 15 TMK: 7-3-013:022 OWNER: MENDEZ, JOSEPH R & PANSY L ADDRESS: 73-1188 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1188 LOLOA DR DWS ACCT #: 932-53111 16 TMK: 7-3-013:023 OWNER: HOFFER, ROBERT E & MONSERAT M ADDRESS: 73-1186 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1186 LOLOA DR DWS ACCT #: 932-53086 17 TMK: 7-3-013:024 OWNER: NAKAGAWA, LYNN M ADDRESS: 73-1185 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1185 LOLOA DR DWS ACCT #: 932-53323 18 TMK: 7-3-013:027 OWNER: KUBISCH, GEORGIAM; ALCOS, DANIEL ALCOS, MILTON L, ALCOS WALTON N GREIMANN, JENNIFER F; KILBREATH, ANGELA P ADDRESS: PO BOX 3558 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1191 LOLOA DR DWS ACCT #: 932-53115 19 TMK: 7-3-013:029 OWNER: BUTCHER, CHRISTINE ADDRESS: PO BOX 1047 MT VIEW, HI 96771 TMK ADDRESS: 73-1195 LOLOA DR DWS ACCT #: 932-53142 20 TMK: 7-3-013:030 OWNER: ROBISON, RANDI L ADDRESS: PO BOX 221655 ANCHORAGE, AK 99522 TMK ADDRESS: 73-1199 LOLOA DR DWS ACCT #: 933-60090 21 TMK: 7-3-013:031 OWNER: KULUWAIMAKA, JERRY K ADDRESS: PO BOX 825 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1201 LOLOA DR DWS ACCT #: 933-60100 22 TMK: 7-3-013:033 OWNER: HAYES, THOMAS D ADDRESS: 4001 EPANOW AVE SAN DIEGO, CA 92117 TMK ADDRESS: 73-1207 LOLOA DR DWS ACCT #: 932-53330 23 TMK: 7-3-013:035 OWNER: LIM, JOHN D JR & MICHELLE L ADDRESS: 73-1213 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1213 LOLOA DR DWS ACCT #: 933-60120 24 TMK: 7-3-013:036 OWNER: CABRINHA, DAVID L & KIM, LORAINE ADDRESS: 73-1215 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1215 LOLOA DR DWS ACCT #: 933-60110 25 TMK: 7-3-013:037 OWNER: LOANDO, GILBERT & MARILYN T ADDRESS: 73-1219 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1219 LOLOA DR DWS ACCT #: 933-60050 26 TMK: 7-3-013:038 OWNER: RIZZI, CHRISTOPHER & DEBRA S L ADDRESS: 73-1221 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1221 LOLOA DR DWS ACCT #: 932-53335 27 TMK: 7-3-013:039 OWNER: HENERALAU, ROSELANI V ADDRESS: 73-1225 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1225 LOLOA DR DWS ACCT #: 933-60070 28 TMK: 7-3-013:040 OWNER: COLUMBAN, ALFRED & KALUA S TRS ADDRESS: PO BOX 2632 ADDRESS: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1229 LOLOA DR DWS ACCT #: 933-60060 29 TMK: 7-3-013:041 OWNER: PUOU, RICHARD K SR TR & ANNELIESE TR ADDRESS: 73-1231 LOLOA DR ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1231 LOLOA DR DWS ACCT #: 933-60080 30 TMK: 7-3-013:042 OWNER: KEMA, RACHEL M & KEMA, LEE ANN ADDRESS: KOBAYASHI, JAY J ADDRESS: 73-1235 LOLOA DR TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1235 LOLOA DR DWS ACCT #: 933-60061 31 TMK: 7-3-014:001 OWNER: DAMRON, ROY R ADDRESS: 73-4334 LIPINE PL KAILUA KONA, HI 96740 TMK ADDRESS: 73-1184 LOLOA DR DWS ACCT #: 932-53110 32 TMK: 7-3-014:002 OWNER: GOOLD, BRUCE E & JOSEPHINE M ADDRESS: PO BOX 6 HOLUALOA, HI 96725 TMK ADDRESS: 73-1180 LOLOA DR DWS ACCT #: 932-53112 33 TMK: 7-3-014:004 OWNER: KAAWALOA, EDMUND P & SHANDRY ADDRESS: PO BOX 877 OWNER: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1176 LOLOA DR DWS ACCT #: 932-53118 34 TMK: 7-3-014:007 OWNER: LAMB, DANIEL W & LOLITA P ADDRESS: PO BOX 2817 TMK ADDRESS: FREMONT, CA 94536 TMK ADDRESS: 73-1168 LOLOA DR DWS ACCT #: 932-53084 35 TMK: 7-3-014:020 OWNER: LIM, JOHN D & BRIDGET R J ADDRESS: 73-4223 HOLU ST OWNER: KAILUA KONA, HI 96740 TMK ADDRESS: 73-4223 HOLU ST DWS ACCT #: 932-51143 36 TMK: 7-3-014:022 OWNER: JGP ORGANIZATION ADDRESS: PO BOX 390975 TMK ADDRESS: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1143 LOLOA DR DWS ACCT #: 932-51145 37 TMK: 7-3-014:023 OWNER: BENDER, ARLENE F ADDRESS: 73-1145 LOLOA DR OWNER: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1145 LOLOA DR DWS ACCT #: 932-51140 41 TMK: 7-3-014:034 OWNER: COATS, ELAINE F & LORI D ADDRESS: 73-4216 KIEKIE ST OWNER: KAILUA KONA, HI 96740 TMK ADDRESS: 73-4216 KIEKIE ST DWS ACCT #: 932-53088 42 TMK: 7-3-014:035 OWNER: TAVARES, MICHAEL P & DAWN E ADDRESS: 73-4214 KIEKIE ST OWNER: KAILUA KONA, HI 96740 TMK ADDRESS: 73-4214 KIEKIE ST DWS ACCT #: 932-53087 43 TMK: 7-3-014:037 OWNER: RABEN, ROBERT W JR ADDRESS: 1221 VICTORIA ST, APT 2601 OWNER: HONOLULU, HI 96814 TMK ADDRESS: 73-4213 KIEKIE ST DWS ACCT #: 932-53116 44 TMK: 7-3-014:038 OWNER: MALUYO, GENE E SR & BARBARA J ADDRESS: 73-4215 KIEKIE ST OWNER: KAILUA KONA, HI 96740 TMK ADDRESS: 73-4215 KIEKIE ST DWS ACCT #: 932-53114 45 TMK: 7-3-014:041 OWNER: CHONG, BENJAMIN & PATRICIA M ADDRESS: PO BOX 1661 OWNER: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1183 LOLOA DR DWS ACCT #: 932-53113 38 TMK: 7-3-014:025 46 TMK: 7-3-015:004 OWNER: FISHER, JEFFREY EARL OWNER: CRAIG, SHANNON M ADDRESS: 431-B COSTA MESA TERRACE ADDRESS: 73-1134 LOLOA DR SUNNYVALE, CA 94086 KAILUA KONA, HI 96740 TMK ADDRESS: 73-1151 LOLOA DR TMK ADDRESS: 73-1134 LOLOA DR DWS ACCT #: 932-51117 DWS ACCT #: 932-51142 39 TMK: 7-3-014:031 47 TMK: 7-3-015:009 OWNER: MATTHEWS, ANTHONY & MASANGKAY, MARIA L S OWNER: HART, TODD ADDRESS: 73-1165 LOLOA DR ADDRESS: PO BOX 4511 KAILUA KONA, HI 96740 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1165 LOLOA DR TMK ADDRESS: 73-1109 LOLOA DR DWS ACCT #: 932-53085 DWS ACCT #: 932-50992 40 TMK: 7-3-014:032 48 TMK: 7-3-015:015 OWNER: CRAWFORD, WILLIAM L OWNER: IZUMI, ALVIN H & ALMA ADDRESS: 73-1167 LOLOA DR ADDRESS: PO BOX 13 KAILUA KONA, HI 96740 HOLUALOA, HI 96725 TMK ADDRESS: 73-1167 LOLOA DR TMK ADDRESS: 73-1096 LOLOA DR DWS ACCT #: 932-53083 DWS ACCT #: 932-50906 49 TMK: 7-3-015:017 OWNER: UINA, NANCY ADDRESS: 73-1093 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1093 LOLOA DR DWS ACCT #: 932-50905 50 TMK: 7-3-015:018 OWNER: CHIRI FAMILY TRUST C/O CHIRI, ANDREW E & BARBARA ADDRESS: 73-1095 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1095 LOLOA DR DWS ACCT #: 932-50901 51 TMK: 7-3-015:019 OWNER: TRUSEL, DAVID E ADDRESS: 73-1099 LOLOA DR KAILUA KONA, HI 96740 'TMKADDRESS: 73-1099 LOLOA DR DWS ACCT #: 932-50904 52 TMK: 7-3-015:021 OWNER: ANDREE, DAVID J ADDRESS: 7931 TALBOT RD EDMONDS, WA 98026 TMK ADDRESS: 73-1105 LOLOA DR DWS ACCT #: 932-50945 53 TMK: 7-3-015:024 OWNER: HEU, EDMUND M Y C & CHERYL L ADDRESS: 73-1117 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1117 LOLOA DR DWS ACCT # 932-51129 54 TMK: 7-3-015:030 OWNER: DYKES, JOHN DELMON JR ADDRESS: PO BOX 5619 KAILUA KONA, HI 96745 TMKADDRESS: 73-1137 LOLOA DR DWS ACCT #: 932-51128 55 TMK: 7-3-015:031 OWNER: KAIAWE, JOHN M & EARLENE Y ADDRESS: PO BOX 188 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1139 LOLOA DR DWS ACCT #: 932-51118 56 TMK: 7-3-016:001 OWNER: HARRISON, DANIEL BRETT ADDRESS: PO BOX 3204 KAILUA KONA, HI 96745 TMKADDRESS: 73-1090 LOLOA DR DWS ACCT #: 932-50903 57 TMK: 7-3-016:003 OWNER: REDIGER, CLAUDE & WILMA ADDRESS: PO BOX 800 LONGVIEW, TX 75771 TMK ADDRESS: 73-1086 LOLOA DR DWS ACCT #: 932-50878 58 TMK: 7-3-016:011 OWNER: MASSEY, KENNETH & LYNDA C ADDRESS: 73-4227 LOLOA WAY KAILUA KONA, HI 96740 TMK ADDRESS: 73-4227 LOLOA WAY DWS ACCT #: 932-50874 59 TMK: 7-3-016:014 OWNER: SHIPP, DEAN E ADDRESS: 73-4224 LOLOA WAY KAILUA KONA, HI 96740 TMK ADDRESS: 73-4224 LOLOA WAY DWS ACCT #: 932-50879 60 TMK: 7-3-016:021 OWNER: MC COLLUM, GARY B ADDRESS: 73-1083 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1083 LOLOA DR DWS ACCT #: 932-50898 61 TMK: 7-3-016:022 OWNER: NEWLON, WENDY M ADDRESS: 73-1087 LOLOA DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1087 LOLOA DR DWS ACCT #: 932-50907 62 TMK: 7-3-022:002 OWNER: O'BRIEN, MEGHAN & MANESTER-WARREN, OLIVIA ADDRESS: 73-4260 MAMALAHOA HWY KAILUA KONA, HI 96740 TMK ADDRESS: 73-1240 AHIKAWA ST DWS ACCT #: 933-66020 63 TMK: 7-3-022:003 OWNER: HANSON, ELMER H & CAROLYN A ADDRESS: 1416 PORTAL DR BELLINGHAM, WA 98226 TMK ADDRESS: 73-1236 AHIKAWA ST DWS ACCT #: 933-65981 64 TMK: 7-3-022:004 OWNER: HAMILTON, JEFFERY S & AILEEN T & KATHLEEN ADDRESS: 3616 PUUKU MAKAI DR HONOLULU, HI 96818 TMK ADDRESS: 73-1232 AHIKAWA ST DWS ACCT #: 933-65980 65 TMK: 7-3-022:005 OWNER: DUDLEY, ROBERT T & NAN TEMKIN ADDRESS: 73-1228 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1228 AHIKAWA ST DWS ACCT #: 933-65960 66 TMK: 7-3-022:008 OWNER: AU, HARRY S ET AL ADDRESS: AU, BRENDA O AU, CHRISTOPHER K W TMK ADDRESS: AU, ROSE Y Y TRS DWS ACCT #: TRUJILLO, JOLEEN Y P AU, KENDALL W H ADDRESS: 5605 HALEPA PL HONOLULU, HI 96821 TMK ADDRESS: 73-1214 AHIKAWA ST DWS ACCT #: 933-65971 67" TMK: 7-3-022:009 OWNER: SCHWARTING, DAVID P & MARY K ADDRESS: 73-1212 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1212 AHIKAWA ST DWS ACCT #: 933-65972 68 TMK: 7-3-022:014 OWNER: AHN, AARON & TOMIE ADDRESS: 73-1194 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1194 AHIKAWA ST DWS ACCT #: 933-71012 69 TMK: 7-3-022:015 OWNER: KNOTT, ROGER W & JULIETTE E ADDRESS: 73-1190 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1190 AHIKAWA ST DWS ACCT #: 933-71014 70 TMK: 7-3-022:018 OWNER: HOOD, HERSHEL P ADDRESS: 73-1180 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1180 AHIKAWA ST DWS ACCT #: 933-65998 71 TMK: 7-3-022:026 OWNER: DICKERSON, THOMAS B & JEAN ADDRESS: 73-1146B AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1146B AHIKAWA ST DWS ACCT #: 933-65985 72 TMK: 7-3022 040 OWNER: KONA COASTVIEW CONDOS - CONDO MASTER C/O PAULS, VERNON C VIRGINIA D ADDRESS: 1127 CRAIG AVE SOUTH LAKE TAHOE, CA 96150 TMK ADDRESS: 73-1181 AHIKAWA ST DWS ACCT #: 933-65989 73 TMK: 7-3-022:044 OWNER: MARSH, NANCY ANN ADDRESS: 73-1197 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1197 AHIKAWA ST DWS ACCT #: 933-71013 74 TMK: 7-3-022:045 OWNER: VAN VALIN, SHARON D ADDRESS: 73-1201 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1201 AHIKAWA ST DWS ACCT #: 933-62351 75 TMK: 7-3-022:047 OWNER: DEBINA, FIRPO & PEARL ADDRESS: PO BOX 163 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1207 AHIKAWA ST DWS ACCT #: 933-62450 76 TMK: 7-3-022:048 OWNER: MACK, BUD R ADDRESS: 73-1213 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1213 AHIKAWA ST DWS ACCT #: 933-66000 77 TMK: 7-3-::Q22;05':1„ OWNER: HANSEN, BARBARA ADDRESS: 73-1221A AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1221A AHIKAWA ST DWS ACCT #: 933-65983 78 TMK: 7-3-022:052 OWNER: SAKAI, EUNICE MICHIKO ADDRESS: 45-564A KEAAHALA RD KANEOHE, HI 96744 TMK ADDRESS: 73-4252 HOOKUMU ST DWS ACCT #: 933-62400 79 TMK: 7-3-022:053 OWNER: CHEE, NORMA J TR ADDRESS: 73-4251 HOOKUMU ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-4251 HOOKUMU ST DWS ACCT #: 933-62410 80 TMK: 7-3-022:054 OWNER: CHEE, JOSEPH A JR & CARYN V S ADDRESS: PO BOX 5276 ADDRESS: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1237 AHIKAWA ST DWS ACCT #: 933-62415 81 TMK: 7-3-022:055 OWNER: MULVIHILL, MATTHEW E & JUDY A ADDRESS: 75-1027 HENRY ST #111A MSC #416 KAILUA KONA, HI 96740 TMK ADDRESS: 73-4247 HOOKUMU ST DWS ACCT #: 933-62390 82 TMK: 7-3-022:056 OWNER: TANSEY, LAWRENCE J TR ADDRESS: 73-4243 HOOKUMU ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-4243 HOOKUMU ST "DWS ACCT #: 933-62373 83 TMK: 7-3-022:057 OWNER: SOMA, MARK W & SIMMONS, CYNTHIA A ADDRESS: 73-4239 HOOKUMU ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-4239 HOOKUMU ST DWS ACCT #: 933-62370 84 TMK: 7-3-022:059 OWNER: ABBOTT, CECILE D TRUST ADDRESS: 73-4246 HOOKUMU ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-4246 HOOKUMU ST DWS ACCT #: 933-62380 85 TMK: 7-3-022:061 OWNER: WALLWIN, MIRIAM H ADDRESS: 73-1212 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1216 AHULANI ST DWS ACCT #: 933-66040 86 TMK: 7-3-022:067 OWNER: COAST VIEW VILLAS - CONDO MASTER C/O SANTIAGO, JOSE ADDRESS: PO BOX 135 KEALAKEKUA, HI 96750 TMK ADDRESS: 73-1190 AHULANI ST DWS ACCT #: 933-65982 87 TMK: OWNER: ADDRESS: TMK ADDRESS DWS ACCT #: 7-3-022:069 COLLINS, MARK A 234 HOOHALE PL KIHEI, HI 96753 73-1182 AHULANI ST 933-62360 88 TMK: 7-3-02:073. OWNER: MACK CONDO - CONDO MASTER ADDRESS: C/O MACK, WILLY & CARLA ADDRESS: 73-4244 KIEKIE ST TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-4244 KIEKIE ST DWS ACCT #: 933-65988 89 TMK: 7-3-022:082 OWNER: DE PONTES, THOMAS & GINAMARIE H ADDRESS: 73-1141 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1141 AHULANI ST DWS ACCT #: 932-51119 90 TMK: 7-3-022:089 OWNER: HIGASHI, DEREK K & ELAINE F ADDRESS: 73-1171 MAHILANI DR KAILUA KONA, HI 96740 TMK ADDRESS: 73-1171 AHULANI ST DWS ACCT #: 932-53117 91 TMK: 7-3-022:090 OWNER: FREEMAN, JON ADDRESS: 73-1173 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1173 AHULANI ST DWS ACCT #: 933-65997 92 TMK: 7-3-022:091 OWNER: BUTTERWECK, JOSEPH ADDRESS: 73-1177 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1177 AHULANI ST DWS ACCT #: 933-65999 93 TMK: 7-3-022i092- OWNER- PAULS, CHARLOTTE M ADDRESS: 124 ROXBURY ST APT 2 SANTA CLARA, CA 95050 TMK ADDRESS: 73-1181 AHULANI ST DWS ACCT #: 933-65987 94 TMK: 7-3-022:094 OWNER: PALACOL, NOLAND W & DIANE ADDRESS: 73-1189 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1189 AHULANI ST DWS ACCT #: 933-65970 95 TMK: 7-3-022:096 OWNER: BRANDT, MICHAEL D & VICKY L ADDRESS: 73-1197 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1197 AHULANI ST DWS ACCT #: 933-62290 96 TMK: 7-3-022:097 OWNER: HO'OMAU CONDO - CONDO MASTER ADDRESS: C/O MURPHY, JEFF ADDRESS: PMB 102, 75-027 HENRY ST TMK ADDRESS: KAILUA KONA, HI 96740 TMK ADDRESS: 73-1201 AHULANI ST DWS ACCT #: 933-62321 97 TMK: 7-3-022:099 OWNER: KOMINE, BARBARA S TRUST ADDRESS: PO BOX 703 KAILUA KONA, HI 96745 TMKADDRESS: 73-1207 AHULANI ST DWS ACCT #: 933-62185 98 TMK: 7-3-022:101 OWNER: OXLEY, JAMES J III ADDRESS: 73-1215 AHULANI ST KAILUA KONA, HI 96740 'TMKADDRESS: 73-1215 AHULANI ST DWS ACCT #: 933-62250 99 TMK: 7-3-022:102 OWNER: MCKEE, LAWRENCE & MARIE-LUISE P ADDRESS: PO BOX 2657 KAILUA KONA, HI 96745 TMKADDRESS: 73-4236 HOOKUMU ST DWS ACCT #: 933-62330 100 TMK: 7-3-022:103 OWNER: BUSHMAN, ROBERT W & GERALDINE ADDRESS: 73-4232 HOOKUMU ST KAILUA KONA, HI 96740 TMKADDRESS: 73-4232 HOOKUMU ST DWS ACCT #: 933-62240 101 TMK: 7-3-022:104 OWNER: MC KEE, LAWRENCE H/M L P & MARIE-LUISE PAULA ADDRESS: PO BOX 2657 KAILUA KONA, HI 96745 TMKADDRESS: 73-4231 HOOKUMU ST DWS ACCT # 933-62280 102 TMK: 7-3-022:105 OWNER: HOWERTON, LARRY D & BETTY LOU ADDRESS: 73-4535 HOOKUMU ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-4235 HOOKUMU ST DWS ACCT #: 933-62340 103 TMK: 7-3-023:0,Q5 OWNER: COASTVIEW SCENIC - CONDO MASTER ADDRESS: C/O NOMOTO, TERUO & KATSUMI ADDRESS: 19 -GO 7 -BAN 1 CHOME SHINMEI TMK ADDRESS: MINAMI ADACHI-KU T121 TOKYO DWS ACCT #: JAPAN TMK ADDRESS: 73-1118 AHIKAWA ST DWS ACCT #: 933-65984 104 TMK: 7-3-023:010. OWNER: ONEONE VIEW - CONDO MASTER C/O PARKER, BARRIE ETAL ADDRESS: PO BOX 2435 KEALAKEKUA, HI 96750 TMK ADDRESS: 73-1098 AHIKAWA ST DWS ACCT #: 933-65995 105 TMK: 7-3-023:011 OWNER: CHAPMAN, HENRY G K ADDRESS: PO BOX 2016 ADDRESS: KAILUA KONA, HI 96745 TMK ADDRESS: 73-1094 AHIKAWA ST DWS ACCT #: 933-71632 106 TMK: 7-3-005:096 (FORMERLY 7-3-023:012) OWNER: CHAPMAN, ROBERT G ADDRESS: 78-7047 MAMALAHOA HWY ADDRESS: HOLUALOA, HI 96725 TMK ADDRESS: (73-1090 AHIKAWA ST) DWS ACCT #: 933-71631 107 TMK: 7-3-023:013 OWNER: COASTVIEW ONE - CONDO MASTER COASTVIEW DEVELOPMENT LTD ADDRESS: 130 KAILUA RD, STE 110 KAILUA, HI 96734 TMK ADDRESS: 73-4258 KAUWILA ST DWS ACCT #: 933-65990 108 TMK: 7-3,023:014 OWNER: ARECA HALE - CONDO MASTER C/O FOLEY, STEPHEN M/KATHLEEN ADDRESS: 73-1082 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1082 AHIKAWA ST DWS ACCT #: 933-65992 109 TMK: 7-3-023:018 OWNER: BANANA COVE - CONDO MASTER C/O GILL TRUDI O TRS ADDRESS: 73-1066 AHIKAWA ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1066 AHIKAWA ST DWS ACCT #: 932-50899 110 TMK: 7-3-023:028 117 TMK: 7-3-023:090 OWNER: HILL, BILLY A & CHERYL K OWNER: SERAFINO, ANTHONY G & SUGA, SATOSHI ADDRESS: 167 SPRING RUN ADDRESS: PO BOX 4412 VERSAILLES, KY 40383 KAILUA KONA, HI 96745 TMK ADDRESS: 73-1045 AHIKAWA ST TMK ADDRESS: 73-1093 AHULANI ST DWS ACCT #: 933-65986 DWS ACCT #: 932-50871 111 TMK: 7-3-023;037 118 TMK: 7-3-028:049 OWNER: KALAOA MOUNTAIN HALE - CONDO MASTER OWNER: KONA COASTVIEW, LOT 31 - CONDO MASTER C/O POLICE, ALBERT & TIARE C/O MARRACK, JANET H ETAL ADDRESS: 73-1081 AHIKAWA ST ADDRESS: PO BOX 1878 KAILUA KONA, HI 96740 KAMUELA, HI 96743 TMK ADDRESS: 73-1081 AHIKAWA ST TMK ADDRESS: 73-1009 AHIKAWA ST DWS ACCT #: 933-65993 DWS ACCT #: 933-65991 112 TMK: 7-3-023:061 119 TMK: 7-3-028:038 OWNER: BOLTON, RONALD W & MARILYN K OWNER: BIG ISLAND VENTURES' ESTS - CONDO MASTER ADDRESS: PO BOX 251 BIG ISLAND VENTURES INC HOLUALOA, HI 96725 ADDRESS: C/O 75-5742 HUALALAI RD 'TMK ADDRESS: 73-1094 AHULANI ST KAILUA KONA, HI 96740 DWS ACCT #: 932-50900 TMK ADDRESS: 73-989 AHULANI ST / 73-990 AHULANI ST DWS ACCT #: 933-65994 113 TMK: 7-3-023:062 OWNER: MC COY, CHARLES P & ELEANOR M ADDRESS: 73-1090 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1090 AHULANI ST DWS ACCT #: 932-50873 114 TMK: 7-3-02,3,063 OWNER: COASTVIEW THREE - CONDO MASTER COASTVIEW DEVELOPMENT LTD ADDRESS: 130 KAILUA RD, STE 110 KAILUA, HI 96734 TMK ADDRESS: 73-1084 AHULANI ST DWS ACCT #: 932-50908 115 TMK: 7-3-023:087 OWNER: FLEMING, LOUISE NAM C/O A JOEL CRIZ & ASSOCIATES ADDRESS: 700 BISHOP ST STE 1004 HONOLULU, HI 96813 TMK ADDRESS: 73-1079 AHULANI ST DWS ACCT #: 932-50869 116 TMK: 7-3-023:089 OWNER: PRIES, LARRY J & GLORIA M ADDRESS: 73-1089 AHULANI ST KAILUA KONA, HI 96740 TMK ADDRESS: 73-1089 AHULANI ST DWS ACCT #: 932-50870 Harry Kim Mayor County of Hawaii William Takaba T ,;," Finance Director /'fir � ,�. `'r ,�` ancy E. Crawford Deputy Director 01 AUG 21 AM 1.52 DEPARTMENT OF FINANCE - REAL PROPERTY TAX 865 Piilani Street • Hilo, Hawaii 96720-4679 • Fax (808) 961-8415 Appraisers (808) 961-8354 • Clerical (808) 961-8201 • Collections (808) 961-8282 75-5706 Kuakini Highway • Suite 112 • Kailua-Kona, Hawaii 96740 • Fax(808)327-3538 Appraisers (808) 327-3542 • Clerical (808) 327-3540 August 24, 2001 To: Connie Kiriu, Legislative Auditor From: Gary M. Kiyota, Real Property flax Administrator Subject: Confirmation of correct land and building values for the proposed Water System Improvement District -Kona Coastview & Wonderview subdivisions Attached please find a detailed listing of the properties in both of the subdivisions for the water system improvement district. There are 415 tmks plus 23 condo units within the subdivisions. Condo masters, government parcels, and roadways have been excluded. We hope that this information is acceptable. Thank you. A recap of the totals is provided below. 2001 Land $25,145,990 2001 Bldg. 35,133,000 2001 Total $61,278,990 nHIBIT TMK BLDG ASD LAND ASD TOTAL SITUS SUBTOTALS 7-3-013-001-0000 57900 45100 103000 73-1240 LOLOA DR BY PLAT 7-3-013-002-0000 54900 45700 100600 73-1238 LOLOA DR 7-3-013-003-0000 53400 45000 98400 73-1236 LOLOA DR 7-3-013-004-0000 65300 45200 110500 73-1234 LOLOA DR 7-3-013-005-0000 40800 45200 86000 73-1232 LOLOA DR 7-3-013-006-0000 83800 45000 128800 73-1260 LOLOA DR 7-3-013-007-0000 80200 46300 126500 73-1226 LOLOA DR 7-3-013-008-0000 40100 45600 85700 73-1224 LOLOA DR 7-3-013-009-0000 75100 45000 120100 73-1222 LOLOA DR 7-3-013-010-0000 53500 45000 98500 73-1220 LOLOA DR 7-3-013-011-0000 44600 45000 89600 73-1218 LOLOA DR 7-3-013-012-0000 79600 45000 124600 73-1214 LOLOA DR 7-3-013-013-0000 50000 45100 95100 73-1212 LOLOA DR 7-3-013-014-0000 42300 45000 87300 73-1208 LOLOA DR 7-3-013-015-0000 122600 45000 167600 73-1206 LOLOA DR 7-3-013-016-0000 42300 45000 87300 73-1204 LOLOA DR 7-3-013-017-0000 43600 45000 88600 73-1202 LOLOA DR 7-3-013-018-0000 68200 45000 113200 73-1198 LOLOA DR 7-3-013-019-0000 55400 45000 100400 73-1196 LOLOA DR 7-3-013-020-0000 61700 45000 106700 73-1194 LOLOA DR 7-3-013-021-0000 66900 45000 111900 73-1192 LOLOA DR 7-3-013-022-0000 42900 45000 87900 73-1188 LOLOA DR 7-3-013-023-0000 42400 45000 87400 73-1186 LOLOA DR 7-3-013-024-0000 133400 47700 181100 73-1185 LOLOA DR 7-3-013-025-0000 0 46400 46400 73-1187 LOLOA DR 7-3-013-026-0000 47300 47200 94500 73-1189 LOLOA DR 7-3-013-027-0000 49300 46600 95900 73-1191 LOLOA DR 7-3-013-028-0000 55200 46000 101200 73-1193 LOLOA DR 7-3-013-029-0000 56600 45400 102000 73-1195 LOLOA DR 7-3-013-030-0000 55800 45000 100800 73-1199 LOLOA DR 7-3-013-031-0000 42900 45200 88100 73-1201 LOLOA DR 7-3-013-032-0000 74100 45100 119200 73-1203 LOLOA DR 7-3-013-033-0000 73400 45000 118400 73-1207 LOLOA DR 7-3-013-034-0000 0 45100 45100 73-1209 LOLOA DR 7-3-013-035-0000 56500 45000 101500 73-1213 LOLOA DR 7-3-013-036-0000 121800 45000 166800 73-1215 LOLOA DR 7-3-013-037-0000 40900 45100 86000 73-1219 LOLOA DR 7-3-013-038-0000 88700 45100 133800 73-1221 LOLOA DR 7-3-013-039-0000 48900 45000 93900 73-1225 LOLOA DR 7-3-013-040-0000 111200 45000 156200 73-1229 LOLOA DR 7-3-013-041-0000 51100 45000 96100 73-1231 LOLOA DR 7-3-013-042-0000 42300 45000 87300 73-1235 LOLOA DR 4420000 7-3-014-001-0000 49700 45000 94700 73-1184 LOLOA DR 7-3-014-002-0000 40200 45000 85200 73-1180 LOLOA DR 7-3-014-003-0000 120900 45000 165900 73-1178 LOLOA DR 7-3-014-004-0000 47600 45000 92600 73-1176 LOLOA DR 7-3-014-006-0000 42300 45100 87400 73-1172 LOLOA DR 7-3-014-007-0000 38100 45100 83200 73-1168 LOLOA DR 7-3-014-008-0000 42300 45200 87500 73-1166 LOLOA DR 7-3-014-009-0000 61900 45900 107800 73-1164 LOLOA DR 7-3-014-010-0000 53700 47800 101500 73-1162 LOLOA DR 7-3-014-011-0000 66200 45000 111200 73-1158 LOLOA DR 7-3-014-012-0000 78700 45000 123700 73-4221 NANAINA WAY 7-3-014-013-0000 51700 46900 98600 73-4423 NANAINA WAY 7-3-014-014-0000 115300 45800 161100 73-4226 NANAINA WAY 7-3-014-015-0000 49700 45700 95400 73-4224 NANAINA WAY 7-3-014-017-0000 61900 46100 108000 73-1150 LOLOA DR 7-3-014-018-0000 79700 45600 125300 73-1148 LOLOA DR 7-3-014-019-0000 78800 45300 124100 73-1146 LOLOA DR 7-3-014-020-0000 111800 45700 157500 73-4223 HOLU ST 7-3-014-021-0000 0 45300 45300 73-1144 LOLOA DR 7-3-014-022-0000 42900 46100 89000 73-1143 LOLOA DR 7-3-014-023-0000 135000 44800 179800 73-1145 LOLOA DR 7-3-014-024-0000 44800 45300 90100 73-1149 LOLOA DR 7-3-014-025-0000 46000 45000 91000 73-1151 LOLOA DR 7-3-014-026-0000 82900 45000 127900 73-1155 LOLOA DR 7-3-014-027-0000 51800 45000 96800 73-1157 LOLOA DR 7-3-014-028-0000 37200 46200 83400 73-1159 LOLOA DR 7-3-014-029-0000 0 42100 42100 73-1161 LOLOA DR 7-3-014-030-0000 0 41600 41600 73-1163 LOLOA DR 7-3-014-031-0000 108700 46000 154700 73-1165 LOLOA DR 7-3-014-032-0000 61200 45400 106600 73-1167 LOLOA DR 7-3-014-033-0000 0 45700 45700 73-1169 LOLOA DR 7-3-014-034-0000 51600 45100 96700 73-4216 KIEKIE ST 7-3-014-035-0000 46700 45000 91700 73-4214 KIEKIE ST 7-3-014-037-0000 75200 45200 120400 73-4213 KIEKIE ST 7-3-014-038-0000 57400 45300 .102700 73-4215 KIEKIE ST 7-3-014-039-0000 0 45700 45700 73-1177 LOLOA DR 7-3-014-040-0000 106000 46300 152300 73-1181 LOLOA DR 7-3-014-041-0000 44700 47500 92200 73-1183 LOLOA DR 3906400 7-3-015-001-0000 76800 45100 121900 73-4224 HOLU ST 7-3-015-002-0000 0 45700 45700 73-1140 LOLOA DR 7-3-015-003-0000 40800 45300 86100 73-1136 LOLOA DR 7-3-015-004-0000 54800 45200 100000 73-1134 LOLOA DR 7-3-015-005-0000 97700 45100 142800 73-1130 LOLOA DR 7-3-015-006-0000 0 45000 45000 73-1128 LOLOA DR 7-3-015-007-0000 0 45200 45200 73-1124 LOLOA DR 7-3-015-008-0000 63300 45100 108400 73-1120 LOLOA DR 7-3-015-009-0000 57000 45500 102500 73-1116 LOLOA DR 7-3-015-010-0000 91800 45400 137200 73-1112 LOLOA DR 7-3-015-011-0000 56900 45000 101900 73-1108 LOLOA DR 7-3-015-012-0000 52400 45000 97400 73-1106 LOLOA DR 7-3-015-013-0000 74800 45000 119800 73-1102 LOLOA DR 7-3-015-014-0000 62400 45000 107400 73-1100 LOLOA DR 7-3-015-015-0000 41700 45100 86800 73-1096 LOLOA DR 7-3-015-016-0000 83700 45000 128700 73-1094 LOLOA DR 7-3-015-017-0000 54300 45000 99300 73-1093 LOLOA DR 7-3-015-018-0000 48900 45000 93900 -1095 LOLOA DR 7-3-015-019-0000 45800 45000 90800 73-1099 LOLOA DR 7-3-015-020-0000 49300 45000 94300 73-1103 LOLOA DR 7-3-015-021-0000 165500 45000 210500 73-1105 LOLOA DR 7-3-015-022-0000 64900 45000 109900 73-1109 LOLOA DR 7-3-015-023-0000 75600 45200 120800 73-1113 LOLOA DR 7-3-015-024-0000 82700 46900 129600 73-1117 LOLOA DR 7-3-015-025-0000 70700 45200 115900 73-1121 LOLOA DR 7-3-015-026-0000 46100 45100 91200 73-1125 LOLOA DR 7-3-015-027-0000 77200 45200 122400 73-1129 LOLOA DR 7-3-015-028-0000 0 45300 45300 73-1131 LOLOA DR 7-3-015-029-0000 0 45300 45300 73-1135 LOLOA DR 7-3-015-030-0000 53800 45200 99000 73-1137 LOLOA DR 7-3-015-031-0000 81900 45000 126900 73-1139 LOLOA DR 3171900 7-3-016-001-0000 82300 45000 127300 73-1090 LOLOA DR 7-3-016-002-0000 0 46500 46500 73-1088 LOLOA DR 7-3-016-003-0000 84500 45900 130400 73-1086 LOLOA DR 7-3-016-004-0000 64400 45100 109500 73-1084 LOLOA DR 7-3-016-005-0000 43000 47000 90000 73-1082 LOLOA DR 7-3-016-006-0000 50700 45400 96100 73-1080 LOLOA DR 7-3-016-007-0000 92700 45300 138000 73-1078 LOLOA DR 7-3-016-008-0000 116300 45100 161400 73-4225 LOLOA WAY 7-3-016-009-0000 87000 45100 132100 73-4223 LOLOA WAY 7-3-016-011-0000 87300 45000 132300 73-4227 LOLOA WAY 7-3-016-012-0000 57900 45100 103000 73-4228 LOLOA WAY 7-3-016-013-0000 59400 45000 104400 73-4226 LOLOA WAY 7-3-016-014-0000 60000 46000 106000 73-4224 LOLOA WAY 7-3-016-015-0000 0 45100 45100 73-1064 LOLOA DR 7-3-016-016-0000 81800 45100 126900 73-1062 LOLOA DR 7-3-016-017-0000 43100 47600 90700 73-1061 LOLOA DR 7-3-016-018-0000 52900 46500 99400 73-1063 LOLOA DR 7-3-016-019-0000 50000 47700 97700 73-1065 LOLOA DR 7-3-016-020-0000 51300 49300 100600 73-1069 LOLOA DR 7-3-016-021-0000 43700 45400 89100 73-1083 LOLOA DR 7-3-016-022-0000 75000 45000 120000 73-1087 LOLOA DR 2246500 7-3-022-002-0000 113300 72700 186000 73-1240 AHIKAWA ST 7-3-022-003-0000 178700 66300 245000 73-1236 AHIKAWA ST 7-3-022-004-0000 101600 69100 170700 73-1232 AHIKAWA ST 7-3-022-005-0000 148100 69100 217200 73-1228 AHIKAWA ST 7-3-022-006-0000 0 69100 69100 73-1224 AHIKAWA ST 7-3-022-007-0000 0 69100 69100 73-1220 AHIKAWA ST 7-3-022-008-0000 161000 70700 231700 73-1214 AHIKAWA ST 7-3-022-009-0000 98600 69800 168400 73-1212 AHIKAWA ST 7-3-022-010-0000 149200 69300 218500 73-1208 AHIKAWA ST 7-3-022-011-0000 110200 67100 177300 73-1204 AHIKAWA ST 7-3-022-012-0000 63100 66600 129700 73-1202 AHIKAWA ST 7-3-022-013-0000 81100 67300 148400 73-1198 AHIKAWA ST 7-3-022-014-0000 135100 68200 203300 73-1194 AHIKAWA ST 7-3-022-015-0000 99600 67900 167500 73-1190 AHIKAWA ST 7-3-022-016-0000 78800 66900 145700 73-1186 AHIKAWA ST 7-3-022-017-0000 61700 66000 127700 73-1182 AHIKAWA ST 7-3-022-018-0000 42300 64500 106800 73-1180 AHIKAWA ST 7-3-022-019-0000 0 64700 64700 73-1176 AHIKAWA ST 7-3-022-020-0000 102200 67400 169600 73-4259 KIEKIE ST 7-3-022-021-0000 76700 68500 145200 73-4266 KIEKIE ST 7-3-022-022-0000 76300 68200 144500 73-1162 AHIKAWA ST 7-3-022-023-0000 75600 68800 144400 73-1158 AHIKAWA ST 7-3-022-024-0000 110200 69300 179500 73-1154 AHIKAWA ST 7-3-022-025-0000 89200 69200 158400 73-1150 AHIKAWA ST 7-3-022-026-0001 101100 51500 152600 73-1146 AHIKAWA ST 7-3-022-026-0002 92100 53100 145200 - LYNDAN HAWAII 7-3-022-027-0000 47100 69400 116500 73-1142 AHIKAWA ST 7-3-022-028-0000 56200 69700 125900 73-1138 AHIKAWA ST 7-3-022-029-0000 104500 68500 173000 73-1137 AHIKAWA ST 7-3-022-030-0000 51200 67900 119100 73-1141 AHIKAWA ST 7-3-022-031-0000 165200 67000 232200 73-1145 AHIKAWA ST 7-3-022-032-0000 190000 66600 256600 73-1149 AHIKAWA ST 7-3-022-033-0000 226400 66700 293100 73-1153 AHIKAWA ST 7-3-022-034-0000 51600 66700 118300 73-1157 AHIKAWA ST 7-3-022-035-0000 0 66700 66700 73-1161 AHIKAWA ST 7-3-022-036-0000 76900 67000 143900 73-4250 KIEKIE ST 7-3-022-037-0000 111600 65400 177000 73-1171 AHIKAWA ST 7-3-022-038-0000 49300 65600 114900 73-1175 AHIKAWA ST 7-3-022-039-0000 59300 65600 124900 73-1179 AHIKAWA ST 7-3-022-040-0001 107400 50500 157900 - 7-3-022-040-0002 89600 50100 139700 - 7-3-022-041-0000 72400 65600 138000 73-1185 AHIKAWA ST 7-3-022-042-0000 0 65600 65600 73-1189 AHIKAWA ST 7-3-022-043-00000 125000 65600 190600 73-1193 AHIKAWA ST 7-3-022-044-0000 61800 65900 127700 73-1197 AHIKAWA ST 7-3-022-045-0000 110600 66300 176900 73-1201 AHIKAWA ST 7-3-022-046-0000 0 66900 66900 73-1205 AHIKAWA ST 7-3-022-047-0000 34300 67800 102100 73-1207 AHIKAWA ST 7-3-022-048-0000 328300 67200 395500 73-1213 AHIKAWA ST 7-3-022-049-0000 51000 67200 118200 73-1215 AHIKAWA ST 7-3-022-050-0000 0 69100 69100 73-4248 HOOKUMU ST 7-3-022-051-0001 113400 48900 162300 - COASTVIEW VISTAS 7-3-022-051-0002 113400 48900 162300 - COASTVIEW VISTAS 7-3-022-052-0000 41600 63200 104800 73-4252 HOOKUMU ST 7-3-022-053-0000 116300 63000 179300 73-4251 HOOKUMU ST 7-3-022-054-0000 78800 63000 141800 73-1237 AHIKAWA ST 7-3-022-055-0000 111000 67700 178700 73-4247 HOOKUMU ST 7-3-022-056-0000 168200 68000 236200 73-4243 HOOKUMU ST 7-3-022-057-0000 111700 68400 180100 73-4239 HOOKUMU ST 7-3-022-058-0000 0 69900 69900 73-4242 HOOKUMU ST 7-3-022-059-0000 85000 69100 154100 73-4246 HOOKUMU ST 7-3-022-060-0000 146400 66200 212600 73-1216 AHULANI ST 7-3-022-061-0000 99100 66300 165400 73-1212 AHULANI ST 7-3-022-062-0000 0 66400 66400 73-1208 AHULANI ST 7-3-022-063-0000 93700 67000 160700 73-1204 AHULANI ST 7-3-022-064-0000 238600 67700 306300 73-1202 AHULANI ST 7-3-022-065-0000 120300 67100 187400 73-1198 AHULANI ST 7-3-022-066-0000 48500 66000 114500 73-1194 AHULANI ST 7-3-022-067-0001 183900 50300 234200 - 73-1190A AHULANI ST 7-3-022-067-0002 171000 50300 221300 73-1190 AHULANI ST 7-3-022-068-0001 104400 50300 154700 73-1186 AHULANI ST 7-3-022-068-0002 110100 50300 160400 73-1186 AHULANI ST 7-3-022-069-0000 114500 65600 180100 73-1182 AHULANI ST 7-3-022-070-0000 57400 65600 123000 73-1178 AHULANI ST 7-3-022-071-0000 0 65600 65600 73-1174 AHULANI ST 7-3-022-072-0000 0 65500 65500 73-1172 AHULANI ST 7-3-022-073-0001 131100 49300 180400 - 7-3-022-073-0002 151200 51700 202900 - 7-3-022-074-0000 69300 65900 135200 73-1162 AHULANI ST 7-3-022-075-0000 92600 65900 158500 73-1158 AHULANI ST 7-3-022-076-0000 58300 66100 124400 73-1154 AHULANI ST 7-3-022-077-0000 52200 66900 119100 73-1150 AHULANI ST 7-3-022-078-0000 118800 67300 186100 73-1146 AHULANI ST 7-3-022-079-0000 47100 67200 114300 73-1142 AHULANI ST 7-3-022-080-0000 52900 67600 120500 73-1138 AHULANI ST 7-3-022-081-0000 49900 66800 116700 73-1137 AHULANI ST 7-3-022-082-0000 60800 67200 128000 73-1141 AHULANI ST 7-3-022-083-0000 161900 68200 230100 73-1145 AHULANI ST 7-3-022-084-0001 55700 52600 108300 73-1149 AHULANI ST 7-3-022-084-0002 88500 50000 138500 73-1149 AHULANI ST 7-3-022-085-0000 67000 68700 135700 73-1153 AHULANI ST 7-3-022-086-0000 141200 68100 209300 73-1157 AHULANI ST 7-3-022-087-0000 62900 67200 130100 73-1161 AHULANI ST 7-3-022-088-0000 76900 66600 143500 73-1165 AHULANI ST 7-3-022-089-0000 49600 64200 113800 73-1171 AHULANI ST 7-3-022-090-0000 75500 64600 140100 73-1173 AHULANI ST 7-3-022-091-0000 82400 65200 147600 73-1177 AHULANI ST 7-3-022-092-0000 177700 65900 243600 73-1181 AHULANI ST 7-3-022-093-0000 53400 66600 120000 73-1185 AHULANI ST 7-3-022-094-0000 199100 67200 266300 73-1189 AHULANI ST 7-3-022-095-0000 0 67500 67500 73-1193 AHULANI ST 7-3-022-096-0000 120600 67000 187600 73-1197 AHULANI ST 7-3-022-097-0001 90200 49100 139300 - 7-3-022-097-0002 0 53100 53100 - 7-3-022-098-0000 102500 68500 171000 73-1203 AHULANI ST 7-3-022-099-0000 39100 69300 108400 73-1207 AHULANI ST 7-3-022-100-0000 60600 68600 129200 73-1211 AHULANI ST 7-3-022-101-0000 47100 68700 115800 73-1215 AHULANI ST 7-3-022-102-0000 147700 66200 213900 73-4236 HOOKUMU ST 7-3-022-103-0000 49900 69600 119500 73-4232 HOOKUMU ST 7-3-022-104-0000 136400 69400 205800 73-4231 HOOKUMU ST 7-3-022-105-0000 94300 67200 161500 73-4235 HOOKUMU ST 17269700 7-3-023-001-0000 50500 70200 120700 73-1132 AHIKAWA ST 7-3-023-002-0000 48300 70800 119100 73-1130 AHIKAWA ST 7-3-023-003-0000 84400 71400 155800 73-1126 AHIKAWA ST 7-3-023-004-0000 155100 72100 227200 73-1122 AHIKAWA ST 7-3-023-005-0001 97600 51400 149000 - 7-3-023-005-0002 97600 56500 154100 - 7-3-023-006-0000 139600 71700 211300 73-1114 AHIKAWA ST 7-3-023-007-0000 148200 71500 219700 73-1110 AHIKAWA ST 7-3-023-008-0000 63700 71800 135500 73-1106 AHIKAWA ST 7-3-023-009-0000 108600 72300 180900 73-1102 AHIKAWA ST 7-3-023-010-0001 79100 58300 137400 - 7-3-023-010-0002 119800 110100 229900 - 7-3-023-011-0000 103000 70800 173800 73-1094 AHIKAWA ST 7-3-023-013-0001 129400 50900 180300 - 7-3-023-013-0002 133800 51300 185100 - 7-3-023-014-0001 142400 54900 197300 - 7-3-023-014-0002 71400 48000 119400 - 7-3-023-015-0000 128100 68700 196800 73-1078 AHIKAWA ST 7-3-023-016-0000 38500 69200 107700 73-1074 AHIKAWA ST 7-3-023-017-0001 42400 54000 96400 - 7-3-023-017-0002 81400 50900 132300 - 7-3-023-018-0001 83100 56300 139400 - 7-3-023-018-0002 72700 49400 122100 - 7-3-023-019-0000 113600 70200 183800 73-1062 AHIKAWA ST 7-3-023-020-0000 61700 69800 131500 73-1056 AHIKAWA ST 7-3-023-021-0000 92900 67900 160800 73-1052 AHIKAWA ST 7-3-023-022-0000 0 80500 80500 73-1048 AHIKAWA ST 7-3-023-023-0000 0 78700 78700 73-1044 AHIKAWA ST 7-3-023-024-0000 134500 76900 211400 73-1040 AHIKAWA ST 7-3-023-025-0000 113400 75000 188400 73-1036 AHIKAWA ST 7-3-023-026-0000 212600 64500 277100 73-1037 AHIKAWA ST 7-3-023-027-0000 75800 63700 139500 73-1041 AHIKAWA ST 7-3-023-028-0000 0 63500 63500 73-1045 AHIKAWA ST 7-3-023-029-0000 83900 63300 147200 73-1045 AHIKAWA ST 7-3-023-030-0000 83100 63600 146700 73-1053 AHIKAWA ST 7-3-023-031-0000 46800 63100 109900 73-1057 AHIKAWA ST 7-3-023-032-0000 55400 63200 118600 73-1061 AHIKAWA ST 7-3-023-033-0000 75000 63200 138200 73-1065 AHIKAWA ST 7-3-023-034-0000 177000 64200 241200 73-1069 AHIKAWA ST 7-3-023-035-0000 51100 64100 115200 73-1073 AHIKAWA ST 7-3-023-036-0000 0 65100 65100 73-1077 AHIKAWA ST 7-3-023-037-0001 92400 57200 149600 - 7-3-023-037-0002 31100 43600 74700 - 7-3-023-038-0001 139000 52900 191900 73-1085 AHIKAWA ST 7-3-023-038-0002 131800 51500 183300 - 73-4250B KAUWILA ST 7-3-023-039-0000 115800 70400 186200 73-1091 AHIKAWA ST 7-3-023-040-0000 45300 69000 114300 73-1095 AHIKAWA ST 7-3-023-041-0000 0 69500 69500 73-1099 AHIKAWA ST 7-3-023-042-0000 108700 69900 178600 73-1103 AHIKAWA ST 7-3-023-043-0000 49500 70400 119900 73-1107 AHIKAWA ST 7-3-023-044-0000 0 70800 70800 73-1111 AHIKAWA ST 7-3-023-045-0000 64300 70800 135100 73-1115 AHIKAWA ST 7-3-023-046-0000 0 70400 70400 73-1119 AHIKAWA ST 7-3-023-047-0000 0 69900 69900 73-1123 AHIKAWA ST 7-3-023-048-0000 354900 69400 424300 73-1127 AHIKAWA ST 7-3-023-049-0000 0 64100 64100 73-1131 AHIKAWA ST 7-3-023-050-0000 0 68400 68400 73-1135 AHIKAWA ST 7-3-023-051-0000 0 68900 68900 73-1134 AHULANI ST 7-3-023-052-0000 116300 69400 185700 73-1130 AHULANI ST 7-3-023-053-0000 182900 69900 252800 73-1126 AHULANI ST 7-3-023-054-0000 113100 70400 183500 73-1122 AHULANI ST 7-3-023-055-0000 60200 18290 78490 73-1118 AHULANI ST 7-3-023-056-0000 214100 71100 285200 73-1114 AHULANI ST 7-3-023-057-0000 111800 71300 183100 73-1110 AHULANI ST 7-3-023-058-0000 170700 71400 242100 73-1106 AHULANI ST 7-3-023-059-0000 0 71000 71000 73-1102 AHULANI ST 7-3-023-060-0000 114900 70200 185100 73-1098 AHULANI ST 7-3-023-061-0000 125700 69300 195000 73-1094 AHULANI ST 7-3-023-062-0000 157000 72800 229800 73-1090 AHULANI ST 7-3-023-063-0001 145400 51700 197100 73-1084 AHULANI ST 7-3-023-063-0002 145400 51500 196900 73-4246 KAUWILA ST 7-3-023-064-0001 94700 44800 139500 73-1080 AHULANI ST 7-3-023-064-0002 99600 44800 144400 - 7-3-023-065-0000 48400 66200 114600 73-1076 AHULANI ST 7-3-023-066-0000 47300 65700 113000 73-1072 AHULANI ST 7-3-023-067-0000 97700 66300 164000 73-1068 AHULANI ST 7-3-023-068-0000 81400 65700 147100 73-1064 AHULANI ST 7-3-023-069-0000 59800 66000 125800 73-1060 AHULANI ST 7-3-023-070-0000 144700 65300 210000 73-1056 AHULANI ST 7-3-023-071-0000 121200 64700 185900 73-1052 AHULANI ST 7-3-023-072-0000 0 63500 63500 73-1048 AHULANI ST 7-3-023-073-0000 75700 63800 139500 73-1044 AHULANI ST 7-3-023-074-0000 96800 64000 160800 73-1040 AHULANI ST 7-3-023-075-0000 47900 63100 111000 73-1036 AHULANI ST 7-3-023-076-0000 68900 65800 134700 73-1035 AHULANI ST 7-3-023-077-0000 87000 64900 151900 73-1039 AHULANI ST 7-3-023-078-0000 148900 63900 212800 73-1043 AHULANI ST 7-3-023-079-0000 0 62900 62900 73-1047 AHULANI ST 7-3-023-080-0000 70100 63000 133100 73-1051 AHULANI ST 7-3-023-081-0000 100800 62800 163600 73-1055 AHULANI ST 7-3-023-082-0000 137000 62800 199800 73-1059 AHULANI ST 7-3-023-083-0000 89400 63200 152600 73-1063 AHULANI ST 7-3-023-084-0000 67300 63800 131100 73-1067 AHULANI ST 7-3-023-085-0000 122400 64300 186700 73-1071 AHULANI ST 7-3-023-086-0000 88000 64800 152800 73-1075 AHULANI ST 7-3-023-087-0000 179400 65400 244800 73-1079 AHULANI ST 7-3-023-088-0000 0 66100 66100 73-1083 AHULANI ST 7-3-023-089-0000 80000 67600 147600 73-1089 AHULANI ST 7-3-023-090-0000 170100 67400 237500 73-1093 AHULANI ST 7-3-023-091-0000 165300 68000 233300 73-1097 AHULANI ST 7-3-023-092-0000 113000 68700 181700 73-1101 AHULANI ST 7-3-023-093-0000 93400 69700 163100 73-1105 AHULANI ST 7-3-023-094-0001 55800 51600 107400 - 7-3-023-094-0002 55800 51500 107300 - 7-3-023-095-0000 59900 72300 132200 73-1113 AHULANI ST 7-3-023-096-0000 81700 73800 155500 73-1117 AHULANI ST 7-3-023-097-0000 129200 68300 197500 73-1121 AHULANI ST 7-3-023-098-0000 0 69800 69800 73-1125 AHULANI ST 7-3-023-099-0000 196400 68700 265100 73-1129 AHULANI ST 7-3-023-100-0000 87900 67100 155000 73-4232 HOLU ST 16979190 7-3-028-001-0000 115600 73100 188700 73-1030 AHIKAWA ST 7-3-028-002-0000 583000 73000 656000 73-1026 AHIKAWA ST 7-3-028-003-0000 75500 73100 148600 73-1022 AHIKAWA ST 7-3-028-004-0000 131400 73300 204700 73-1018 AHIKAWA ST 7-3-028-005-0000 150900 73400 224300 73-1014 AHIKAWA ST 7-3-028-006-0000 0 73600 73600 73-1010 AHIKAWA ST 7-3-028-007-0000 S4200 74000 128200 73-2807 AHIKAWA ST 7-3-028-008-0000 0 74400 74400 73-1002 AHIKAWA ST 7-3-028-009-0000 78100 75000 153100 73-998 AHIKAWA ST 7-3-028-010-0000 97000 76200 173200 73-994 AHIKAWA ST 7-3-028-011-0000 81300 77300 158600 73-990 AHIKAWA ST 7-3-028-012-0000 0 78400 78400 73-986 AHIKAWA ST 7-3-028-013-0000 84300 68200 152500 73-985 AHIKAWA ST 7-3-028-014-0000 51600 67900 119500 73-989 AHIKAWA ST 7-3-028-015-0000 116800 67500 184300 73-993 AHIKAWA ST 7-3-028-016-0000 193700 67200 260900 73-997 AHIKAWA ST 7-3-028-017-0000 48300 66800 115100 73-1001 AHIKAWA ST 7-3-028-018-0000 59000 66400 125400 73-1005 AHIKAWA ST 7-3-028-019-0001 122600 50400 173000 - KONA COASTVIEW L 31 7-3-028-019-0002 115400 50700 166100 73-1009 AHIKAWA ST 7-3-028-020-0000 114700 65700 180400 73-1013 AHIKAWA ST 7-3-028-021-0000 66500 65400 131900 73-1017 AHIKAWA ST 7-3-028-022-0000 0 55300 55300 73-1021 AHIKAWA ST 7-3-028-023-0000 134700 64600 199300 73-1025 AHIKAWA ST 7-3-028-024-0000 173300 64500 237800 73-1029 AHIKAWA ST 7-3-028-025-0000 93500 64600 158100 73-1030 AHULANI ST 7-3-028-026-0000 91300 64700 156000 73-1026 AHULANI ST 7-3-028-027-0000 0 60300 60300 73-1022 AHULANI ST 7-3-028-028-0000 0 65100 65100 73-1018 AHULANI ST 7-3-028-029-0000 120400 65400 185800 73-1014 AHULANI ST 7-3-028-030-0000 1111600 65600 177200 73-1010 AHULANI ST 7-3-028-031-0000 1 91100 65800 156900 73-1006 AHULANI ST 7-3-028-032-0000 112100 66100 178200 73-1002 AHULANI ST 7-3-028-033-0000 64300 66300 130600 73-998 AHULANI ST 7-3-028-034-0000 56300 66500 122800 73-994 AHULANI ST 7-3-028-035-0000 50200 66800 117000 73-990 AHULANI ST 7-3-028-036-0000 75600 67100 142700 73-986 AHULANI ST 7-3-028-037-0000 51900 67800 119700 73-4231 NANA ST 7-3-028-038-0001 148600 51400 200000 73-989 AHULANI ST 7-3-028-038-0002 144400 48900 193300 73-989 AHULANI ST 7-3-028-039-0000 65000 67600 132600 73-993 AHULANI ST 7-3-028-040-0000 112600 67600 180200 73-997 AHULANI ST 7-3-028-041-0000 0 67600 67600 73-1001 AHULANI ST 7-3-028-042-0000 87600 67600 155200 73-1005 AHULANI ST 7-3-028-043-0000 92700 67600 160300 73-1009 AHULANI ST 7-3-028-044-0000 146300 67600 213900 73-1013 AHULANI ST 7-3-028-045-0000 68800 67600 136400 73-1017 AHULANI ST 7-3-028-046-0000 58600 67700 126300 73-1021 AHULANI ST 7-3-028-047-0000 0 67700 67700 73-1025 AHULANI ST 7-3-028-048-0000 163600 67900 231500 73-1029 AHULANI ST 7-3-028-050-0000 65900 81200 147100 73-4266 NANA ST 7-3-028-051-0000 61900 81200 143100 73-982 AHIKAWA ST 7-3-028-052-0000 0 79700 79700 - 7-3-028-053-0000 126700 79700 206400 73-970 AHIKAWA ST 7-3-028-054-0001 73600 57900 131500 - MJF DEVELOPMENT 7-3-028-054-0002 92000 57900 149900 - MJF DEVELOPMENT 7-3-028-055-0000 56400 79700 136100 73-960 AHIKAWA ST 7-3-028-056-0000 293200 79700 372900 73-958 AHIKAWA ST 7-3-028-057-0000 160900 76200 237100 73-954 AHIKAWA ST 7-3-028-058-0000 0 70900 70900 - 7-3-028-059-0000 70200 71900 142100 73-955 AHIKAWA ST 7-3-028-060-0000 87900 71300 159200 73-959 AHIKAWA ST 7-3-028-061-0000 137000 70700 207700 73-965 AHIKAWA ST 7-3-028-062-0000 0 70000 70000 - 7-3-028-063-0000 0 69400 69400 - 7-3-028-064-0000 0 68800 68800 - 7-3-028-065-0000 156800 70300 227100 73-4250 NANA ST 7-3-028-066-0000 81500 71100 152600 73-982 AHULANI ST 7-3-028-067-0000 0 69600 69600 - 7-3-028-068-0000 0 70200 70200 - 7-3-028-069-0000 170900 70900 241800 73-970 AHULANI ST 7-3-028-070-0000 141300 71500 212800 73-966 AHULANI ST 7-3-028-071-0000 98700 72200 170900 - 7-3-028-072-0000 173400 72800 246200 73-958 AHULANI ST 7-3-028-073-0000 96200 72600 168800 73-954 AHULANI ST 7-3-028-074-0000 81900 74900 156800 73-953 AHULANI ST 7-3-028-075-0000 79100 73700 152800 - 7-3-028-076-0000 151100 72800 223900 73-961 AHULANI ST 7-3-028-077-0001 54700 53500 108200 - 7-3-028-077-0002 57600 53900 111500 - 7-3-028-078-0000 110800 71100 181900 73-969 AHULANI ST 7-3-028-079-0000 143200 70200 213400 73-973 AHULANI ST 7-3-028-080-0000 0 69400 69400 - 7-3-028-081-0000 46200 70600 116800 73-4232 NANA ST Total: 35133000 26145990 61278990 13285300 61278990