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HomeMy WebLinkAboutCOM 0689.000 2016-2018 �,•�� ,,, , Wil Okabe n yl r,;;. �\�, •� Managing Director Harry Kim • • :t Mayor - -" ' _ �.,; Barbara J.Kossow ......................... Deputy Managing Director • �tEH c Offitr of fI i 41aavor 25 Aupuni Street,Suite 2603 • Hilo,Hawai`i 96720 • (808)961-8211 • Fax(808)961-6553 Q-t KONA: 74-5044 Ane Keohokalole Hwy.,Bldg.C • Kailua-Kona,Hawaii 96740 (808)323-4444 • Fax(808)323-4440 ;tea December 21, 2017 Valerie T. Poindexter, Council Chair and Members of the County Council County of Hawai`i 25 Aupuni Street Hilo, HI 96720 Dear Chairman Poindexter and Members: SUBJECT: State Land Use Boundary Amendment (SLU 17-000050) Applicant: Hawai`iCommunity Development Island Corporation (HICDC) Request: Agricultural to Urban Tax Map Key: 2-4-001:184 As required by Chapter 7, Sec. 6-7.5 (a), Hawai`i County Charter, transmitted herewith for the County Council's consideration and action are the Windward Planning Commission's letter and enclosures regarding the above-referenced request. Sinc- , RRY ,4 Mayor MTransCouncilHICDCS LU 17-050 Enclosures ppmn,. ]�(J No. cc: Planning Department Ref. To: -VC .- < 16i tl e .) Ref. Late JAN 0 5 2ps County of Hawaii is an Equal Opportunity Provider and Employer. -0-,51517.,°f H .. ;.'. Gregory Henkel, Chair Harry Kim : • ` . „` , Joseph Clarkson;Vice Chair Mayor � r1"� * ` � * Donn Dela Cruz t. Donald Ikeda 4rF7,1. ''. Myles Miyasato Thomas Raffipiy County of Hawaii WINDWARD PLANNING COMMISSION Aupuni Center • 101 Pauahi Street,Suite 3 • Hilo,Hawai`i 96720 �y Phone(808)961-8288 • Fax(808)961-8742 UEC 2 1 2017 Valerie Poindexter, Council Chair and Members of the County Council County of Hawai`i 25 Aupuni Street Hilo, HI 96720 Dear Chair Poindexter and Council Members: SUBJECT: State Land Use Boundary Amendment(SLU 17-000050) Request: Agricultural to Urban Applicant: Hawaii Island Community Development Corporation (HICDC) Tax Map Key: 2-4-001:184 The Windward Planning Commission, at its duly held public hearing on December 7, 2017, voted to recommend for your approval the proposed legislative bill to change the State Land Use district from Agricultural to Urban for approximately 6.569 acres of land. The property is located at the northwest corner of Mohouli Street and Komohana Street in the Waiakea Cane Lots, Waiakea, South Hilp Hawai`i. The Commission concurs with the following Planning Director's reasons for recommending favorable consideration of the request: The applicant, the Hawai`i Island Community Development Corporation(HICDC), is requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land, which is the future site of Phase 3 of the Mohouli Senior Neighborhood Project. The applicant is currently requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land to continue developing 92-units affordable senior housing units as Phase 3 of the Mohouli Heights Senior Neighborhood Project, which aims to provide affordable housing and related senior services on four adjoining parcels in South Hilo, which were made available by Governor's Executive Order No. 4224. Phase 1 of the project consisted of 60-units and was completed in 2014. Phase 2 consisted of 30-units and received final inspection in October 2017. Additionally, the Hilo Adult Day Center Hawai`i County is an Equal Opportunity Provider and Employer f ' Valerie Poindexter, Council Chair and Members of the County Council Page 2 facility is under construction and is scheduled for completion in the spring of 2018. The project was initially separated into four(4)phases for fmancial reasons. Phase 3 originally consisted of 60-units and Phase 4 originally consisted of 32-units. However, when financing was awarded for the combined 92-units, Phases 3 and 4 were consolidated and will be referenced as Phase 3 throughout this report. The approval of the reclassification from the State Land Use Agricultural to the Urban District for approximately 6.569 acres will not be in violation of Section 205-2, Chapter 205,Hawaii Revised Statutes, nor will it be inconsistent with the Land Use Commission Rules, the County General Plan and the Hawaii State Plan. Under the Land Use Commission Rules, one of the standards for considering an area for urban reclassification states that, "In determining urban growth for the next ten years, or in amending the boundary, land contiguous with existing urban areas shall be given more consideration than non-contiguous land, and particularly when indicated for future urban use on state or county general plans." The project area conforms to this standard as it is situated adjacent to existing urban-designated lands to the north, is currently considered Multiple- Family Residential (RM-3)per County of Hawai`i Resolution No. 536-16 and is designated as future urban growth(Medium Density Urban) on the County's Land Use Pattern Allocation Guide (LUPAG) map in the General Plan. The applicant's request to designate 6.569 acres into the Urban District reflects the intent of the County of Hawai`i Resolution Nos. 709-08, 328-10, 311-15 and 536-16 and the Governor's Executive Order No. 4224 to set aside and develop the land for elderly, affordable rental housing and related purposes for the Mohouli Heights Senior Neighborhood Project. The Urban District request would be consistent with the goals and policies of the Land Use and Housing elements of the General Plan. The Urban District request would be consistent with the goals,policies and standards of the Land use-Multiple Family Residential and the Housing Elements of the Hawai`i County General Plan by encouraging the construction of specially designed facilities or communities for elderly persons needing institutional care and small home care units for active elderly persons in the South Hilo district. The LUPAG Map component of the General Plan is a representation of the document's goals,policies, standards and courses of action. It is also a graphic depiction of the physical relationship between the various land uses. The LUPAG Map establishes the basic urban and non-urban form for areas within the County. The Urban District request conforms to the General Plan Land Use Pattern Allocation Guide (LUPAG) Map, which designates this area as Medium Density Urban. Thus, the area under consideration is consistent with the urban form established for this section of South Hilo as depicted on the LUPAG Map. Valerie Poindexter, Council Chair and Members of the County Council Page 3 The urban classification conforms to the standard that the development is within reasonable proximity to centers of trading and employment and to basic services such as schools, police and fire protection, transportation systems and water. Access is from Mohouli Street onto Kupuna Place(an approximately thirty-foot paved area within a fifty-foot wide roadway parcel owned by the State but managed by the County under the EO No. 4224) then onto a paved portion within an approximately 70-foot wide road and utility easement leading to the subject property. There is an existing 10-feet wide no vehicular access easement on the subject property fronting both Mohouli Street and Komohana Street. There is an emergency access gate between the Mohouli Heights Senior Neighborhood project and the end of Kahikini Street in the adjacent Sunrise Ridge Subdivision, which will remain closed unless an emergency access is required. County water can be made available to the site with improvements. The applicant shall comply with the requirements of the Department of Water Supply. The Department of Environmental Management Wastewater Division(DEM) commented that the applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. The applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require,which the sewer study may indicate are advisable for mitigation of impacts of the proposed project. The City and County of Honolulu revised Volume 1, Wastewater Collection Systems in July 2017. Existing sewer studies shall be updated to reflect requirements under the new Design Standards. Police, fire protection and emergency medical services are located in Hilo, less than two miles from the property. Electricity, cable and telephone are available to the site. Urban Districts shall include lands characterized by"city-like" concentrations of people, structures, streets, urban level of services and other related land uses. The project site is located in an urban-like setting adequately served by transportation and utilities. Commercial establishments and other amenities are available within close proximity. The reclassification will allow the property to be used for the development of a total of 92- affordable senior housing units as Phase 3 of the Mohouli Heights Senior Neighborhood project. The reclassification action would conform to the following goals, objectives and/or policies of the housing element articulated in the Hawaii State Plan. The request would be consistent with the following goals, objectives and/or policies articulated in the Hawai`i State Plan as it will provide greater opportunities for Hawai`i's elderly to rent an affordable unit in an area in which housing has become scarce and costly. I ' Valerie Poindexter, Council Chair and Members of the County Council Page 4 • Promote alternatives to institutional care in the provision of long-term care for the elderly populations. • Seek to use marginal or non-essential agricultural land and public land to meet housing needs of low and moderate-income and gap-group households. • Effectively accommodate the housing needs of Hawai`i's people. • Promote design and location of housing developments taking into account the physical setting, accessibility to public facilities and services, and other concerns of existing communities and surrounding areas. Thus the proposed project is consistent with the policies outlined in the Hawai`i State p P Plan. The property has no severe geological or topographical problems which cannot be properly rectified or which would render the land unusable. According to the Department of Public Works—Engineering Division, the subject parcel is in an area designated as Zone X on the Flood Insurance Rate Map (FIRM) by the Federal Emergency Management Agency(FEMA). Zone X is an area determined to be outside the 500-year floodplain. All development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared and the recommended drainage system shall be constructed meeting the approval of the Department of Public Works. All earthwork activity, including grading and grubbing, shall conform to Chapter 10, Erosion and Sedimentation Control, of the Hawai`i County Code. Any improvements to the subject property must comply with Chapter 27 of the Hawai`i County Code, relating to Floodplain Management. Thus, the reclassification meets the standard which states that the lands included within the urban district, "...shall be those with satisfactory topography and drainage and reasonably free from the danger of floods,tsunami and unstable soil conditions and other adverse environmental effects." The Hawai`i Right to Farm Act, HRS Chapter 165, was enacted to protect farming operations on land in the State Land Use Agricultural District when adjacent land is reclassified out of the Agricultural District. A condition of approval will require the applicant notify prospective purchasers, tenants or lessees of the Hawai`i Right to Farm Act. Therefore, the reclassification of this 6.569-acre area from the Agricultural to the Urban designation will not be detrimental to the reduction of this area from the agricultural land inventory in the Valerie Poindexter, Council Chair and Members of the County Council Page 5 County of Hawai`i. Furthermore, an Urban classification would complement the existing and future land use pattern of the surrounding area in view of the urban uses already in existence in close proximity to the subject properties. Based on the above, the approval of the State Land Use Boundary Amendment from the Agricultural to the Urban District complements the State Land Use District Regulations and County General Plan and is supportive of the Hawai`i State Plan. The accompanying draft bill to amend the State Land Use Boundaries Map is provided for your favorable consideration. Please note the proposed conditions of approval attached to the draft bill. We are enclosing copies of the staff Background, Planning Director's Recommendation, Powerpoint presentation and a draft transcript of the hearing for your information. Also, enclosed is supplemental information the Planning Commission considered in making their recommendation. Sincerely, q71 Gregory Henkel, Chairman Windward Planning Commission LHICDCSLU17-050wpc2 Enclosures cc: Hawaii Island Community Development Corporation(HICDC) Brian T. Nishimura, Planning Consultant Department of Public Works Department of Water Supply Amy Self, Esq., Corporation Counsel BHawai`ilslandConununityDevelopmentCorporation(HICDC)SLU.doc-shw 11/28/2017 • COUNTY OF HAWAII PLANNING DEPARTMENT BACKGROUND REPORT HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC) STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 17-000050) HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC) has submitted an application for a State Land Use Boundary Amendment from Agricultural to Urban for approximately 6.569 acres of land. The property is located at the northwest corner of Mohouli Street and Komohana Street in the Waiakea Cane Lots, Waiakea, South Hilo, Hawai`i, TMK: (3) 2-4-001:184. PROPOSED ACTION 1. Applicant's Request: The applicant is requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land, which is the future site of Phase 3 of the Mohouli Heights Senior Neighborhood Project. (Planning Department (P.D.) Exhibit 1 —State Land Use Boundary Amendment (15-acres or less) Application dated October 5, 2017) Reasons for the Request: The applicant is currently requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land to continue developing 92-units affordable senior housing units as Phase 3 of the Mohouli Heights Senior Neighborhood Project, which aims to provide affordable housing and related senior services on four adjoining parcels in South Hilo, which were made available by Governor's Executive Order No. 4224. Phase 1 of the project consisted of 60-units and was completed in 2014. Phase 2 consisted of 30-units and received final inspection in October 2017. Additionally, the Hilo Adult Day Center facility is under construction and is scheduled for completion in the spring of 2018. The project was initially separated into four(4) phases for financial reasons. Phase 3 originally consisted of 60-units and Phase 4 originally consisted of 32-units. However, when financing was awarded for the combined 92-units, Phases 3 and 4 were consolidated and will be referenced as Phase 3 throughout this report. 1 3. Timeframe and cost: Phase 3 is expected to begin construction in May 2018 and be completed in October 2019. The total cost of the proposed project is estimated at $26.4 million. 4. Landowner: County of Hawai`i. BACKGROUND INFORMATION 5. Governor's Executive Order No. 4224 (EO No. 4224): Effective June 24, 2008. By Section 171-11 of the Hawai`i Revised Statutes, EO No. 4224 set aside 15.948 acres for the public purpose of elderly, affordable rental housing and related purposes on TMK: (3) 2-4-001:168, to be under the control and management of the County of Hawai`i, identified as the Mohouli Heights Senior Neighborhood. On February 22, 2008, the Board of Land and Natural Resources recommended issuance of EO No. 4224 to the Governor. (P.D. Exhibit 2 - Governor's Executive Order No. 4224) 6. Resolution No. 709-08: Effective August 13, 2008. This resolution authorized the Director of Finance to negotiate a seventy-five (75) year lease with the Hawai`i Island Community Development Corporation(HICDC), a non-profit affordable housing developer with extensive experience in the development of subsidized senior housing for the purpose of planning, developing and operating affordable rental housing for senior citizens. (P.D. Exhibit 3 - Resolution No. 709-08) 7. Resolution No. 328-10: Effective April 20, 2010. This resolution authorized the exemption of certain code requirements, pursuant to Section 201H-38 of the Hawai`i Revised Statutes (HRS) for the proposed Mohouli Heights Senior Housing Program in South Hilo. By 2010, the original 30.396-acre parcel was already subdivided into three (3) separate parcels 177 (15.948 acres), 176 (5.003 acres) and 168(9.091 acres) with a road lot parcel (0.354 acres)under Subdivision No. SUB 08-000713r. HICDC proposed to continue construction of an affordable housing program for seniors on land dedicated for that purpose and transferred to the County of Hawai`i by EO No. 4224 in South Hilo, Hawai`i, identified as TMK: (3) 2-4-001:177. The requested exemptions consisted of the State Land Use designation from Agricultural to Urban for the upper fifteen(15) acres of the subject property, change of county zoning from Agricultural One 2 N Acre (A-la) to Multi-Family Residential Four Thousand (RM-4) for the upper fifteen (15) acres of subject property and reduction of the parking requirements from one and one quarter (1.25) per unit to one (1.0) per unit. Phase 1 comprised of the first sixty (60) affordable senior housing units. (P.D. Exhibit 4 - Resolution No. 328-10) 8. Resolution No. 311-15: Effective November 3, 2015. This resolution authorized the exemption of certain code requirements, pursuant to Section 201H-38 of the Hawai`i Revised Statutes for the proposed Mohouli Heights Senior Neighborhood Project Phases 2 and 3 in South Hilo. TMK: (3) 2-4-001:184, consisting of 9.572 acres, was subdivided from TMK: (3) 2-4-001:177 to separate the Phase 1 portion of the Project for financing purposes. HICDC proposed to continue development of Phases 2 and 3 of the Project, situated at TMK: (3) 2-4-001:184, in accordance with the requirements of the EO. The requested exemptions consisted of the State Land Use designation from Agricultural to Urban and to allow the standards and requirements of the Multiple Family Residential One Thousand Five Hundred (RM-1.5) zoning(not to exceed a total of 160 units between all phases of the Project). (P.D. Exhibit 5 - Resolution No. 311-15) 9. Resolution No. 536-16: Effective June 3, 2016. This resolution authorized the exemption of certain code requirements, pursuant to Section 201H-38 of the Hawai`i Revised Statutes for Phase 4 of the Mohouli Senior Affordable Housing Project in South Hilo, Hawai`i. The HICDC proposed to develop an additional 32 affordable housing units on land by EO No. 4224 to provide decent, safe and affordable housing for qualified low- and moderate-income residents in the County. HICDC expressed their desire to continue development of Phases 2, 3 and 4 on TMK: (3) 2-4-001:184, in accordance with the requirements of the EO. The requested exemptions consisted of an approval to increase total unit count for the Project to 182 units and the zoning classification shall be changed from Agriculture One Acre (A-1a) to Multiple Family Residential Three Thousand (RM-3). (P.D. Exhibit 6 -Resolution No. 536-16) 10. Current Application: By the time of this current application, the subject property was created by three (3) separate subdivisions, with the most recent Final Subdivision No. SUB 16-001625. The applicant sought the above-mentioned Resolutions for the separate 3 project phases to provide exemptions for certain code requirements, pursuant to Section 201H-38 of the Hawai`i Revised Statutes for the Mohouli Heights Senior Neighborhood Project in South Hilo. Meanwhile, the Planning Department was unaware that a project under HRS 201H could not exempt a State Land Use Boundary Amendment for parcels over 15 acres and that the State Land Use Commission (LUC) needed to review and approve those amendments per HRS 201H-12(a)(3)(b). The Planning Department was also unaware that the Land Use Commission did not receive any formal notification during the 2009 environmental assessment review period for the project that encompassed a land area of over 15 acres. Phases 1 and 2 of the project subsequently began and were completed in 2014 and late-2017, respectively. Realizing the oversight sometime in 2016, the Planning Department informed the applicant that a State Land Use Boundary Amendment was required. The applicant submitted an•application on • October 5, 2017. Through recent discussions with the Planning Department,the State Land Use Commission agreed to allow the County Planning Department to process the State Land Use Boundary Amendment for the subject parcel at the county level through the Planning Commission with the understanding that similar future projects will follow the proper procedures and shall be reviewed and approved by the State Land Use Commission, as required by law. (P.D. Exhibit 7 - Section 2O1H-12 and 38 of the Hawaii Revised Statutes) STATE AND COUNTY PLANS 11. State Land Use Designation: Agricultural. 12. General Plan LUPAG Map Designation: Medium Density Urban. These are areas of village and neighborhood commercial and single family and multiple family residential (up to 35 units per acre) and related functions. 13. County Zoning: A-la. According to Resolution No. 536-16, the zoning is considered RM-3. 14. Hilo Community Development Plan (CDP): The Hilo CDP, adopted as Planning Commission Resolution No. 1 on May 21, 1975, identifies the property for agricultural purposes. 4 15. Special Management Area (SMA): The Special Management Area (SMA) is a part of the Coastal Zone Management Program and regulated by the County. The project site is located over 1.4 miles from the shoreline and is not situated within the SMA. DESCRIPTION OF PROPERTY AND SURROUNDING AREAS 16. Subject Property: The slightly trapezoidal shaped 6.569-acre subject property is located at the northwest corner of Komohana Street and Mohouli Street, at approximately the 300-foot elevation above sea level gradually sloping downwards towards Komohana Street. The subject property is vacant and covered with vegetation. 17. Surrounding Zoning and Land Uses: Surrounding properties are zoned A-1 a, RS-10 and UNV. The adjacent single-family residential district includes the Sunrise Ridge Subdivision to the north. Adjacent agriculturally zoned properties to the west consist of Phase 2 of the Mohouli Heights Senior Neighborhood. A large property directly across of Komohana Streets is both agricultural and single-family residential zoning. The property located at the southeast corner of Komohana Street and Mohouli Street is designated UNV, for use by the University of Hawai`i at Hilo. Other land uses within a half-mile radius of the subject property include medical offices and the University Park, which houses a number of research and technical support facilities for the U.S. Department of Agriculture Pacific Basin Agricultural Research Center and the astronomical observatories on Mauna Kea. 18. Agricultural Lands of Importance to the State of Hawaii (ALISH): Unclassified. 19. Flood Zone: The subject parcel is in an area designated as Zone X on the Flood Insurance Rate Map (FIRM) by the Federal Emergency Management Agency (FEMA). Zone X is an area determined to be outside the 500-year floodplain. All development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared and the recommended drainage system shall be constructed meeting the approval of the Department of Public Works. All earthwork activity, including grading and grubbing, shall conform to Chapter 10, Erosion and Sedimentation Control, of the Hawai`i County Code. 20. U.S.D.A. Soil Survey: The property is classified as Keaukaha Series, Keaukaha 5 extremely rocky muck with 6 to 20 percent slopes (rKFD) and Pahoehoe lava flows (rLW)by the U.S. Department of Agriculture Soil Conservation Service (SCS) Soil Survey, U.S. Soil Conservation Service 1973. The Keaukaha soil series consists of well-drained thin organic soils overlying pahoehoe lava bedrock. The soil above the lava is rapidly permeable. The pahoehoe lava is very slowly permeable, but water runs rapidly through the cracks. Runoff is medium and the erosion hazard is slight. 21. Land Study Bureau Soil Productivity Rating: The subject property is classified as "D" or "Poor" soils. 22. Archaeological/Historical/Cultural Resources: In a letter dated November 17, 2008, the State of Hawai`i Department of Land and Natural Resources-Historic Preservation Division accepted the Archaeological Assessment by Haun (Haun 2008; Archaeological Assessment, Portion of TMK: (3) 2-4-001:168, Land of Waiakea, South Hilo District, Island of Hawai`i, H&A Project No. 587-100708). The survey covered approximately half of the 30.396-acre parcel. No new historic sites were found during the survey. There is no evidence of any traditional and customary Native Hawaiian rights being practiced on the site,nor existence of any known valued cultural, historical or native resources in the area. 23. Flora/Fauna Resources: According to the U.S. Fish and Wildlife Service (USFWS) in the 2009 Final Environmental Assessment, the federally threatened Newell's shearwater, Hawaiian petrel, Hawaiian hoary bat and the Hawaiian hawk have all been observed in the project vicinity. The USFWS stated that outdoor lighting can result in seabird disorientation, fallout, and injury or mortality. There is no federally designated critical habitat located in the vicinity of the project. According to USFWS, "potential impacts to seabirds can be minimized by: 1) shielding outdoor lights associated with the project, particularly when used during each year's peak fledging period (September 15 through December 15); 2) avoiding night-time construction; and 3) providing all project staff with information regarding seabird fallout. To avoid impacts to the endangered Hawaiian hoary bat, woody plants suitable for bat roosting should not be removed or trimmed during the bat birthing and pup rearing season (April to August). If this avoidance 6 measure cannot be implemented, bat surveys should be conducted and, if this species is found, our office should be contacted for further assistance." 24. Public Access: There is no known record of a designated public access to the shoreline or mountain areas that traverses the property. 25. Traffic: A Traffic Impact Analysis Report (TIAR)was prepared for the project, which was proposed for the original 15.948-acre parcel in December 2008. This report was later revised in 2011 to address traffic impacts that would be generated with the addition of the Hilo Adult Day Center, along with 150 multi-family residential units for seniors. The Phase 3 project will increase the total number of senior residential rental units by 32 units over what was considered in the 2011 Traffic Study. Based on this increase, there will be three additional trips during the AM peak hour and four additional trips during the PM peak hour and is not expected to negatively impact traffic. According to the Department of Public Works (DPW), the applicant shall install streetlights and traffic control devices as may be required by the DPW Traffic Division. The applicant shall be responsible for the design, purchase and installation of such devices. 26. Waiakea Pond/Alenaio Stream/Waiakea Stream: The Waiakea Pond is the closest body of water to the proposed project area, situated downstream approximately 1.3 miles to the east. The nearby intermittent Alenaio Stream is located about 1,500 feet to the northwest and the Waiakea Stream located over 600 feet to the southeast and downslope of the subject property. According to the 2009 Mohouli Heights Senior Neighborhood Final Environmental Assessment, the proposed project is not expected to have any direct impact on any streams, wetlands, aquifer resource or marine waters. PUBLIC SERVICES AND FACILITIES 27. Access: Access to the subject property is from Mohouli Street onto Kupuna Place (an approximately thirty-foot paved area within a fifty-foot wide roadway parcel owned by the State but managed by the County under the EO No. 4224) then onto a paved portion within an approximately 70-foot wide road and utility easement leading to the subject property. There is an existing 10-foot wide no vehicular access easement on the subject property fronting both Mohouli Street and Komohana Street. There is an emergency 7 access gate between the Mohouli Heights Senior Neighborhood project and the end of Kahikini Street in the adjacent Sunrise Ridge Subdivision, which will remain closed unless emergency access is required. 28. Water: At the time of this writing, no comments were received from the Department of Water Supply(DWS) Engineering Division. However, after contacting the DWS on November 22, 2017, staff mentioned that their comments are forthcoming. Their comment letter will be included as an addendum to this report once received. 29. Wastewater: The Department of Environmental Management Wastewater Division (DEM) commented that the applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. The applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require, which the sewer study may indicate are advisable for mitigation of impacts of the proposed project. The City and County of Honolulu revised Volume 1, Wastewater Collection Systems in July 2017. Existing sewer studies shall be updated to reflect requirements under the new Design Standards. 30. Solid Waste: The applicant indicated that the solid waste generated by the proposed project will be disposed at appropriate sites designated by the Department of Environmental Management. 31. Other Utilities/Services: Electricity, cable and telephone are available to the site. Police, fire protection and emergency medical services are located in Hilo, less than two miles from the property. AGENCY COMMENTS 32. Department of Public Works Engineering Division: P.D. Exhibit 8— November 27, 2017 memo. 33. Police Department: P.D. Exhibit 9—October 31, 2017 memo. 34. Fire Department: P.D. Exhibit 10—November 8, 2017 memo. 35. Department of Environmental Management: P.D. Exhibit 11 — October 31, 2017 memos. 8 36. DLNR-Engineering and Land Divisions: P.D. Exhibit 12—November 16, 2017 memos. AGENCY/ORGANIZATIONS —NO WRITTEN RESPONSE 37. At the time of this writing, no written comments were received,from the Department of Public Works- Building Division, Office of Planning, Land Use Commission, Department of Water Supply, Department of Health and United States Department of the Interior—Fish and Wildlife Service. Any comment letters received prior to the public hearing will be included as an addendum to this report. APPLICANT'S RESPONSE TO AGENCY COMMENTS 38. P.D. Exhibit 13: October 24, 2017 letter from Brian T. Nishimura, Planning Consultant, responding to Planning Department comments regarding Hawaii County Council Resolution No. 536 16. 39. P.D. Exhibit 14: November 21, 2017 letter from Brian T. Nishimura, Planning, Consultant, stating that the applicant will comply with applicable requirements for floodplain management, county sewer and fire code. PUBLIC COMMENTS 40. As of the date of this writing, the Planning Department has not received any objections from the general public or adjacent landowners on the subject application. 9 STATE LAND USE BOUNDARY AMENDMENT APPLICATION (15 ACRES OR LESS) COUNTY OF HAWAII PLANNING DEPARTMENT (Type or legibly print the requested information) PETITIONER: Hawaii Island Community Development Corporation (HICDC), PETITIONER'S SIGNATURE: tU24tDATE: 53114) 17" ADDRESS: 100 Pauahi Street, Suite 204, Hilo, Hawaii, 96720 -o C7 oz gi Zz .�.7) C.,, PETITIONER'S INTEREST IF NOT OWNER: Lessee O p --l7 ..33 TELEPHONE:(Bus.)(808) 319-2428 (Res.) (Fax) (808) 935-691 V 4 ..c LANDOWNER(S): State of Hawaii krn .7, LANDOWNER SIGNATURE(S): DATE: a�t 17 7z--1- ( ay be by letter) ADDRESS: 1151 Punchbowl Street, Honolulu, Hawaii, 96813 TAX MAP KEY:(3) 2-4-001:184 STREET ADDRESS OF PROPERTY: Kupuna Place, Hilo, Hawaii, 96720 ZONING: RM 1.5 SIZE OF PROPERTY: 6.569 CURRENT STATE LAND USE DISTRICT CLASSIFICATION: Agriculture REQUESTED STATE LAND USE DISTRICT CLASSIFICATION: Urban AGENT: Brian T. Nishimura. Planning Consultant ADDRESS: 1174 Awiki Place, Hilo, Hawaii, 96720 TELEPHONE:(Bus.) (808) 896-0593 (Res.) (Fax) Please indicate to whom original correspondence and copies should be sent. ORIGINAL: HICDC COPIES: Brian T. Nishimura (See InflidAVeit RDyrptSide) Exhibit_ � . STATE LAND USE DISTRICT BOUNDARY AMENDMENT APPLICATION(fifteen acres or less) BACKGROUND REPORT APPLICANT: Hawaii Island Community Development Corporation(IHCDC) REQUEST: State Land Use Boundary Amendment Agriculture to Urban TAX MAP KEY: (3)2-4-001:184 A) SUBJECT REQUEST 1) Details of the Proposed Development: a) Project description: The property is located on the northwest corner of Komohana Street and Mohouli Street at an elevation of approximately 300 feet above sea level. The 6.569-acre parcel is identified as tax map key number(3)2- 4-001:184, situated in Waiakea, South Hilo,Island of Hawaii. HICDC is requesting a State Land Use Boundary amendment from Agriculture to Urban for the subject property. The applicant is proposing to continue the development of the Mohouli Heights Senior Neighborhood Project(Project)providing affordable housing and related senior services which began with the completion of the 60-unit Phase 1 project for low-income seniors in 2014. The 30-unit Phase 2 project is currently under construction and scheduled for completion later this year. The Hilo Adult Day Center is also under construction and is scheduled for completion in the Spring of 2018. This application is for Phase 3 of the Project which will include development of 92 additional affordable housing units and related uses. (Please see attached Figure 1 showing the three phases of the Project) b) Statement of objectives and reasons for the request: In 2010,the applicant went through a pre-emption process with the County of Hawaii (County)to change the State Land Use designation of 15 acres of land(which included the subject 6.569 acre parcel)from Agriculture to Urban as well as a change of zone from Agricultural one acre(A-la)to Multi-Family Residential Four Thousand (RM-4). The pre-emption process, authorized by Hawaii Revised Statutes (HRS), Section 201H-38, in conjunction with HRS 46-15.1, is intended to expedite the approval of affordable housing projects, and has been utilized to obtain State Land Use boundary amendment and Change of Zone approvals. County Resolution No. 328 10 approved the requested changes on April 20, 2010. After the development of Phase 1 of the Project, a second pre-emption resolution, Resolution Number 311 15 changed the zoning designation of the remaining 9.572 acres to Multiple Family Residential one thousand five hundred(RM 1.5) in 2015. More than 56%of the original 15 acres have either been developed or is currently under construction to provide affordable rental units for low-income senior citizens as well as an adult day care facility. The applicant proceeded with plans to develop Phase 3, based on the allowances of the pre-emption resolutions, however,the County indicated that the State Land Use amendment, approved by County of Hawaii Resolution No. 328 10 has been called into question by the 1 State of Hawaii. To (1) eliminate any uncertainty regarding the State Land Use Boundary designation and(2)maintain the development timeline,this application is being submitted for review and approval through the standard process. c) Timeframe and cost: The proposed Phase 3 project is expected to begin construction In May 2018 and be completed in October 2019. The total cost of the proposed project is estimated at approximately$26.4 million. d) Traffic impacts: A Traffic Impact Analysis Report was prepared for the Project which was proposed for the original 15.948 acre parcel in December 2008. This report was later revised in 2011 to address traffic impacts that would be generated with the addition of the Hilo Adult Day Center to the property, along with 150 multi-family residential units for seniors. In summarizing its findings,the report states,the following: "The proposed Mohouli Heights Senior Neighborhood is forecast to generate less than 100 trips during the morning and afternoon commuter peak hours,which is considered to be a relatively small number of trips. The additional traffic in itself would not require mitigating measures beyond those roadway improvements proposed by the Wailani Center. The Wailani Center project is adding traffic lanes at the Komohana Street/Mohouli Street intersection to accommodate the future growth in ambient traffic. The traffic forecast generated by Wailani Center project also identified the need for traffic mitigation at the currently unsignalized Komohana Street/Kukuau Street intersection. Traffic signals may be warranted at this intersection in the future as a mitigation measure. The currently unsignalized intersection at Mohouli Street/Kukuau Street will not require mitigation in the future due to the increases in ambient traffic. The project access roadway intersection on Mohouli Street can remain stop sign controlled." It should be noted that, although the Phase 3 project will increase the total number of senior residential rental units by 32 units more than analyzed in the 2011 Traffic Study,this will result in only three additional trips during the AM peak hour and only four additional trips during the PM peak hour. As such,the findings in the 2011 Traffic Study will not be affected by the difference in the number of units. It should be further noted that, although it was not required and was not deemed necessary by the traffic study,the applicant has made a$500,000 contribution to the County, Department of Public Works-Traffic Division towards the installation of a traffic signal at the intersection of Mohouli Street and Kupuna Place,which serves as the entry/exit point of the Mohouli Senior Neighborhood Project. Discussions with the Traffic Division indicate that installation of this traffic signal is anticipated in 2018 which will occur prior to the anticipated completion of the Project. A complete copy of the Traffic Impact Analysis Report is attached as Appendix A. B) CONFORMANCE WITH STATE/COUNTY PLANS 1) State Land Use designation: The subject property is situated within the State Land Use Agricultural district. The proposed State Land Use boundary amendment from 2 the Agricultural to the Urban district is in conformance with the proposed use. The proposed reclassification conforms to the following standards for determining the Urban district boundaries: • The project area is in close proximity to centers of trading and employment. • The project area is served by basic services including schools,parks, solid waste disposal, drainage,water, transportation systems,public utilities and police and fire protection. • The project area includes lands with satisfactory topography and drainage, is reasonably free from the danger of any flood,tsunami,unstable soil condition and other adverse environmental effects. • Land contiguous with existing urban areas shall be given more consideration than non-contiguous land, and particularly when indicated for future urban use on state or county general plans. • The project area is in an appropriate location for new urban concentrations as evidenced by the County General Plan Land Use Pattern Allocation Guide (LUPAG)Map designation as Medium Density Urban. • Approval of the proposed reclassification will not result in spot urban development necessitating unreasonable investment in public infrastructure or support services. 2) Applicable goals/policies and objectives of the General Plan: The proposed project is consistent with the following goals,policies,and objectives of the General Plan. Economic Element • Provide residents with opportunities to improve their quality of life through economic development that enhances the County's natural and social environments. • Economic development and improvement shall be in balance with the physical, social and cultural environments of the island of Hawaii. • Strive for diversity and stability in its economic system. • Provide an economic environment that allows new, expanded, or improved economic opportunities that are compatible with the County's cultural, natural and social environment. Land Use Element • Designate and allocate land uses in appropriate proportions Sand mix and in keeping with the social, cultural, and physical environments of the County. • Zone urban-and rural-types of uses in areas with ease of access to community services and employment centers and with adequate public utilities and facilities. • Allocate appropriate requested zoning in accordance with the existing or projected needs of neighborhood, community,region and County. 3 • Encourage the development and maintenance of communities meeting the needs of its residents in balance with the physical and social environment. • Zoning requests shall be reviewed with respect to General Plan designation, district goals,regional plans, State Land Use District,compatibility with adjacent zoned uses, availability of public services and utilities,access and public need. Housing Element • Attain safe, sanitary, and livable housing for the residents of the County of Hawaii. • Attain a diversity of socio-economic housing mix throughout the different parts of the County. • Maintain a housing supply that allows a variety of choices. • Create viable communities with affordable housing and suitable living environments. • Seek sufficient production of new affordable rental and fee-simple housing in the County in a variety of sizes to satisfactorily accommodate the needs and desires of families and individuals. • Make affordable housing available in reasonable proximity to employment centers. • Encourage a volume of construction and rehabilitation of housing sufficient to meet growth needs and correct existing deficiencies. • Encourage corporations and nonprofit organizations to participate in Federal, State and private programs to provide new and rehabilitated housing for low and moderate income families. • Increase rental opportunities and choices in terms of quality, cost, amenity, style and size of housing,especially for low and moderate income households. • Accommodate the housing requirements of special need groups including the elderly,handicapped,homeless and those residents in rural areas. • Work with, encourage and support private sector efforts in the provision of affordable housing. 3) General Plan designation: The General Plan Land Use Pattern Allocation Guide (LUPAG) Map designation for this section of the South Hilo District is Medium Density Urban. 4) Applicable goals/policies objectives and priority guidelines of the Hawaii State Plan: The proposed project is consistent with the following goals,policies, objectives and priority guidelines of the Hawaii State Plan. Goal(to achieve) 4 • A strong,viable economy, characterized by stability, diversity, and growth,that enables the fulfillment of the needs and expectations of Hawaii's present and future generations. • Physical, social, and economic well-being,for individuals and families in Hawaii, that nourishes a sense of community responsibility, of caring, and of participation in community life. Objectives and Polices for Population • Promote increased opportunities for Hawaii's people to pursue their socio- economic aspirations throughout the islands. • Plan the development and availability of land and water resources in a coordinated manner so as to provide for the desired levels of growth in each geographic area. Objectives and Polices for Socio-Cultural Advancement—Housing • Greater opportunities for Hawaii's people to secure reasonably priced, safe, sanitary, and livable homes, located in suitable environments that satisfactorily accommodate the needs and desires of families and individuals,through collaboration and cooperation between government and nonprofit and for-profit developers to ensure that more affordable housing is made available to very low-, low- and moderate-income segments of Hawaii's population. • The orderly development of residential areas sensitive to community needs and other land uses. • Effectively accommodate the housing needs of Hawaii's people. • Stimulate and.promote feasible approaches that increase housing choices for low- income, moderate income, and gap-group households. • Increase homeownership and rental opportunities and choices in terms of quality, location, cost,densities, style,and size of housing. • Promote design and location of housing developments taking into account the physical setting,accessibility to public facilities and services, and other concerns of existing communities and surrounding areas. Affordable Housing Priority Guidelines • Seek to use marginal or nonessential agricultural land and public land to meet housing needs of low-and moderate-income and gap-group households. • Encourage the use of alternative construction and development methods as a means of reducing production costs. • Encourage public and private sector cooperation in the development of rental housing alternatives. • Give higher priority to the provision of quality housing that is affordable for Hawaii's residents and less priority to development of housing intended primarily for individuals outside of Hawaii. 5 Population Growth and Land Resources Priority Guidelines • Priority guidelines for regional growth distribution and land resource utilization: • Encourage urban growth primarily to existing urban areas where adequate public facilities are already available or can be provided with reasonable public expenditures, and away from areas where other important benefits are present, such as protection of important agricultural land or preservation of lifestyles. • Make available marginal or nonessential agricultural lands for appropriate urban uses while maintaining agricultural lands of importance in the agricultural district. • Utilize Hawaii's limited land resources wisely,providing adequate land to accommodate projected population and economic growth needs while ensuring the protection of the environment and the availability of the shoreline, conservation lands, and other limited resources for future generations. 5) Zoning: The zoning designation for the subject property is Multi-Family Residential 1,500 SF/Unit(RM-1.5). 6) Community Development Plan: The Hilo Community Development Plan(CDP) was adopted on May 21, 1975 and has not been updated since that time. The subject property is situated in Planning Area 10 of the Hilo CDP which is labeled "University"and is 1,060 acres in size. The land use designation of the project area in the Hilo CDP is Agricultural one acre(A-1a), which reflected the existing zoning at the time of the plan adoption. The Hilo CDP included the nine considerations in determining future agricultural boundaries as follows: • Areas of high agricultural suitability • Areas of existing agricultural use • Location of the state agricultural district • Location of the agricultural homesteads on Hawaiian Home lands • Providing opportunity for both small scale and large scale agricultural operations • Areas of low urban suitability • Areas which has open space value as well as agricultural suitability • Application of agricultural zoning as a holding zone for possible future urban expansion of areas which are not in agricultural use, do not have high agricultural suitability and which are not yet required for urban uses. • Use of agricultural zones for"large lot development"e.g., one acre, single family residential. Given the fact that the Project area is considered an area of low agricultural suitability, it appears that the final two considerations were the determining factors in keeping the Agricultural one-acre zoning designation for the project area when the Hilo CDP was adopted in 1975. The urban uses which have been established in the surrounding area over the past 42 years indicate that urban expansion of the project area is now appropriate. It should be noted that at the time that the Hilo CDP was 6 adopted the Mohouli Street Extension from Komohana to Waianuenue Avenue was not in existence. This additional roadway greatly increased the usability of the area. In addition to the senior complex the Fire Department has secured a 5 acre site mauka of the senior complex for a 911 call center, fire administration,training, and a fire • station. 7) Special Management Area(SMA): The subject property is not situated within the SMA boundary. C. PHYSICAL CHARACTERISTICS AND ENVIRONMENTAL SETTING OF THE PROPERTY AND SURROUNDING AREA 1) Description of the subject property: The property is located on the northwest corner of Komohana Street and Mohouli Street at an elevation of approximately 300 feet above sea level. The 6.569 acre parcel is identified as tax map key no. (3)2-4- 001: 184, situated in Waiakea, South Hilo,Island of Hawaii. The Phase 3 project site is located makai of two projects currently under construction. These are the 30-unit Mohouli Phase 2 project providing one-bedroom rental units for low-income senior residents and the Hilo Adult Day Center project,which will provide adult day care services for approximately 80 clients. The Sunrise Ridge single-family residential subdivision is situated to the north, and single-family residential homes are situated to the east along Mohouli Street. Vacant property to the south is designated for use by the University of Hawaii at Hilo. Other land uses within a%Z mile radius of the subject property include medical offices,the University Park,which houses a number of research and technical support facilities for the astronomical observatories on Mauna Kea as well as the U.S. Department of Agriculture Pacific Basin Agricultural Research Center. 2) Lava Hazard Zone: The volcanic hazard as assessed by the United States Geological Survey for the project area is "3" on a scale of ascending risks—9 to 1 (Heliker 1990). Zone "3" includes the lower slopes of Mauna Loa which are "gradationally less hazardous than Zone 2 because of greater distance from recently. active vents and/or because the topography makes it less likely that flows will cover these areas." It should be noted that the entire city of Hilo is situated within Zone 3. 3) Distance from the coastline: The coastline is situated approximately 1.5 miles east of the subject property. 4) Agricultural Lands of Importance to the State of Hawaii(ALISH) designation: The subject property has not been included in ALISH system. 5) U.S.D.A.Natural Resources Conservation Services Soil Service Report soil type: The soils of the project area are classified as Keaukaha extremely rocky muck with 6 to 20 percent slopes(rKFD)and Pahoehoe lava flows(rLW)by the U.S Department of Agriculture Soil Conservation Service Soil Survey. The Keaukaha soil series consists of well drained thin organic soils overlying pahoehoe lava bedrock. The Agricultural Capability Subclass rating of this soil is VIIs, which includes soils 7 having very severe limitations that make them unsuited for cultivation and that restrict their use largely to pasture or range,woodland, or wildlife. 6) Land Study Bureau soil rating: The overall master productivity rating for the soils of the subject property is Class D,which is described as"poor". 7) Existing drainage ways or improvements: There is an existing County drainage ditch along the entire southern boundary of the subject property. The proposed project will adhere to County and State requirements for disposing of runoff and addressing drainage concerns. 8) Air/noise/water quality: The air quality of the subject property is primarily affected by pollutants derived from the volcanic emissions from the ongoing Kilauea eruption. The only other source of air pollution affecting the project site is vehicle exhaust emissions from surrounding roadways. The ambient air quality of the project area meets all federal and state standards as evidenced by its designation as an "attainment"area by the State Department of Health,Clean Air Branch. Existing noise levels in the vicinity of the subject property are typical of a residential area. Noise studies done for the Hilo International Airport indicate that residential areas in Hilo have background ambient noise levels from 45 to 55 Day Night Average Sound Level(DNL). The major noise generator in the vicinity of the project area is the Hilo International Airport, which is situated approximately 2 miles away. Noise contour maps developed for the airport indicate that the project area is beyond the limits of noise impact contours which range from 75 DNL down to 55 DNL. Based on general observations at the project site, the site is not subject to current or projected noise levels that exceed 65 DNL (day-night average sound level, in decibels). The closest water body to the project area is the Pacific Ocean,approximately 1.5 miles east of the project site. As such,the proposed boundary amendment and change of zone is not anticipated to have any impact on water quality. 9) Existing archaeological, cultural or historic sites on National Register or Hawaii Register: An archaeological assessment was prepared by Haun&Associates in 2008 for the original 15.948-acre parcel which included the subject property. The State Department of Land and Natural Resources—Historic Preservation Division(SHPD) accepted the above-described archaeological assessment as final in a letter dated November 11, 2008. The letter states, in part,the following: "No archaeological sites or features were identified by the survey and no Land Commission Awards are present within the parcel based on a review on tax maps. No further archaeological work is recommended based on the negative survey results." A complete copy of the Archaeological Assessment along with the letter from the SHPD is attached as Appendix B. 10)Existing floral/faunal resources(any native or exotic plants; any listed or candidate for endangered species): An Environmental Assessment(EA)was prepared for the original 15.948 acre parcel in 2008. The U.S. Department of the Interior, Fish and Wildlife Service (DOI-F&WS) submitted a comment letter dated December 9,2008 as part of the preparation process of the EA. The comment letter 8 • states in part,the following: "We have reviewed the information you provided and the pertinent information in our files, including data compiled by the Hawaii Biodiversity and Mapping Program and the Hawaii GAP Program. Land cover information indicates that the proposed project area has classifications of open ohia forest and native uluhe shrubland. The federally threatened Newell's shearwater(Puffinus auricularis newelli), federally endangered Hawaiian petrel (Pterodroma phaeopygia sandwichensis), Hawaiian hoary bat(Lasiurus cinereus semotus) and Hawaiian hawk (Buteo solitaries)have been observed in the project vicinity. There is nofederally designated critical habitat located in the vicinity of the project." hi addition,the letter provided the following recommendations to help avoid and minimize project impacts to listed species: "Outdoor lighting can result in seabird disorientation, fallout, and injury or mortality. Potential impacts to seabirds can be minimized by: 1) shielding outdoor lights associated with the project,particularly when used during each year's peak fledging period(September 15 through December 15); 2)avoiding night-time construction; and 3)providing all project staff with information regarding seabird fallout." "To avoid impacts to the endangered Hawaiian hoary bat,woody plants suitable for bat roosting should not be removed or trimmed during the bat birthing and pup rearing season(April to August). If this avoidance measure can not be implemented, bat surveys should be conducted and, if this species is found, our office should be contacted for further assistance." It should be noted that since the EA was completed in 2009,the entire parcel has been cleared of vegetation, 60 one-bedroom apartments were completed in 2014, 30 additional apartments and an adult day center are currently under construction. During the course of developing the property,the applicant has complied with the recommendations provided by the DOI-F&WS. The entire letter from the DOI- F&WS dated December 8,2008 is included as Appendix C. 11) Scenic or coastal resources: The predominant scenic views in the vicinity of the project area are of Mauna Kea,Mauna Loa and Hilo Bay. These views will not be adversely affected by the proposed boundary amendment and rezoning. There are no coastal resources in the immediate vicinity of the subject property. 12) Social settlement pattern for the area: The project area is predominantly residential in character although there are other vacant properties in the adjoining area. Adjacent properties to the north and east are primarily developed as single- family residential subdivisions. The two adjacent parcels to the west are currently being developed as the second phase of the Project which will have 30 one-bedroom apartment units for low-income senior residents and an adult day care center. In addition,the parcel immediately adjacent to these parcels was developed as Phase 1 of the Project which consists of 60 one-bedroom apartment units. Vacant property to the south is designated for use by the University of Hawaii at Hilo. Other land uses in the within a%2 mile radius of the subject property include the University Park,which houses a number of research and technical support facilities for the astronomical observatories on Mauna Kea as well as the U.S. Department of Agriculture Pacific Basin Agricultural Research Center. 9 The proposed project is not situated within an Federal Aviation Administration designated civilian airport Runway Clear Zone,within a military airfield Clear Zone or Accident potential Zone. The closest airport is the Hilo International Airport situated approximately 2.5 miles east of the project site. The proposed project is not situated within one mile of a NPL("Superfund")site, nor within 2,000 feet of a Comprehensive Environmental Response, Compensation and Liability Information System site,nor adjacent to any other known or suspected sites contaminated with toxic chemicals or radioactive materials. 13)Economic resources of the area: The County's population based on the 2010 census was 185,079, an increase of 24 percent since 2000. The population of the South Hilo District was 47,386 in 2000 and the 2010 census population was 50,927, which represent a 7.5%increase over the ten-year time period. The State's Housing Policy Study, 2006: Housing Issues for Senior Citizens (2006 Study)found that in 1990, 13.9%of the population in the State was over 62 years of age. In 2000,the percentage had grown to 15.3%and in 2010 it was forecast to be 18.9%. (The actual 2010 census data indicated that those 60 and older represented • 21.8% of the County population.) This growth in the elderly population is projected to continue at a rate of over two percent per year as compared to the overall population growth rate of one percent per year. The 2011 Hawaii Housing Planning Study reported that there were approximately 34,123 households with elderly members (at least one member 60 years or older) residing in the County. This amounts to 41%of all families in the County. The City of Hilo is the largest population center on the island with the main offices of the county government,branch offices of federal and state agencies located there. The island's major deep draft harbor and international airport are also located in Hilo. In addition to industrial, commercial and social service activities,the University of Hawaii at Hilo and Hawaii Community College, and affiliated research programs play an important role in Hilo's economy. Hilo and the rest of the east Hawaii communities are adjusting to the loss of the sugar industry in the mid 1990's. Industrial activities that remain include quarrying, construction material manufacturing and fabrication, storage,wholesaling facilities, garment manufacturing,processing and packaging of agricultural products and supportive services to businesses. Although the district enjoys some economic benefit from tourism,much of it is indirect through the spin-offs from the primary tourism activity in West Hawaii. 14) Land values: Real property tax records indicate that the assessed land value of 6.376 acre parcel utilized for Phase 1 project is $722,100 or approximately $113,250/acre. One acre parcels zoned A-la are valued at approximately$200,000 while 10,000 square foot residential parcelsare valued at approximately$150,000. 10 15)Land use: The character of land uses of the surrounding area is predominantly urban. Uses on three sides of the subject property is primarily residential. Other land uses within a'/2 mile radius of the subject property including medical offices, support facilities for the astronomical observatories on Mauna Kea, as well as the U.S. Department of Agriculture Pacific Basin Agricultural Research Center. 16) Zoning: Parcels to the north and east of the subject property are within the State Land Use Urban district and zoned Single Family Residential. The Phase 2 project and the adult day care center currently under construction are situated immediately west of the subject property and zoned Multi-Family Residential 1,500 SF/Unit(RM- 1.5). The parcel to the south designated for University use is zoned Agricultural one acre (A-la). D) PUBLIC FACILITIES AND SERVICES 1) Description of access: Access to the project site will be from Mohouli Street through a fifty-foot wide roadway dedicated to the County,named Kupuna Place. A 30-foot wide access driveway from Kupuna Place provides access to the subject property. There is a gate between the Mohouli Heights Senior Neighborhood project and the end of Kahikini Street in the neighboring Sunrise Ridge Subdivision. This gate is for emergency access only and will remain closed unless emergency access is required. 2) Availability of water: Water is available from an existing 12-inch waterline within Mohouli Street. Phase 1 of the elderly housing project connected to the 12-inch waterline from Mohouli Street and was extended into the access driveway—providing access and utilities to the remaining phases of the Project. In addition,the County Department of Water Supply required the applicant to connect a waterline from the end of the existing 6-inch waterline on Kahikini Street,with a looped connection to the 8-inch waterline installed in Phase 1 to provide adequate flow for the full build- out of the development. 3) Sewage disposal: The Project has connected to the County's existing wastewater system serving the adjacent Sunrise Ridge Subdivision. The sewer main was extended from Kahikini Street through a road and utility easement to service the first phase of the elderly housing project. Additional connections are dependent on submitting a sewer study to be reviewed and accepted by the County Department of Environmental Management(DEM)—Wastewater Division,which evaluates and confirms that the existing collection system is capable of accepting additional wastewater flows from the proposed development. 4) Solid waste: There is no municipal collection system for solid waste in the County. All waste generated by the proposed project will be disposed at appropriate sites designated by the DEM. 5) Protective Services: There are two existing fire stations within two miles of the subject property. The police station is situated approximately one mile away and the hospital is situated approximately two miles away. - 11 6) Schools: The project area is served by the Hilo High and Hilo Intermediate School complexes situated approximately one mile north of the project area as well as the Chiefess Kapiolani School located approximately one mile east of the project site. 7) Parks: Two neighborhood parks, Mohouli and University Heights are situated less than%2 away from the subject property. Hilo is blessed with numerous recreational facilities including tennis,basketball,baseball, swimming pool,beach parks and passive parks within 2-3 miles of the Project. 8) Other utilities and services (telephone/electricity): The subject property is served by electrical and telephone lines along Mohouli Street which have been connected to the Project. E) ENVIRONMENTAL ASSESSMENT AND ANALYSIS 1) Relationship between local short term uses of environment and maintenance and enhancement of long term productivity: Most of the project area has been covered by the lava flow of 1881 and was characterized by rocky soils with secondary growth of ohia trees and uluhe ferns. The site was not in any productive use from at least the time of the lava flow. As such, approval of the subject State Land Use Boundary amendment will allow a more intensive use of the property, which will result in a more efficient utilization of the land. 2) Mitigative measures proposed to avoid,minimize, rectify or reduce impact: Impacts resulting from the proposed State Land Use Boundary amendment are expected to be minimal. Any potential impacts can be mitigated by complying with all applicable code requirements. With regard to the recommendations provided by the DOI-F&WS in 2008,the applicant has complied with those recommendations throughout the development of the project to date. 3) Alternatives to the proposed development: In the event that the State Land Use Boundary Amendment and change of zone application are denied,the Agricultural designation will remain in place. The subject property will likely remain vacant without any productive uses. 4) Irreversible and irretrievable commitments of natural resources that would be involved if the proposed action is implemented: The project area is not highly valued for any natural resources and not included in any designation by the ALISH classification system. 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IPI l APPENDIX A TRAFFIC IMPACT ANALYSIS REPORT 1 :0I Traffic Impact Analysis Report 1 for ,_.4 Hawaii Island Community Development Corporation Mohouli Heights Senior Neighborhood Project _I Hilo, Island of Hawaii, Hawaii l Tax Map Key Number (3)2-4-001: 177 i First Revision 1_ SEPTEMBER 2011 ( , l __I Prepared for: I Hawaii Island CommunityDevelopmentCorporation Cor oration 1 100 Pauahi Street, Suite 204 Hilo, Hawaii 96720 •1 J Prepared by: { ) AECOM \ i 1001 Bishop Street Suite 1600 Honolulu, Hawaii 96813 i PIL -; i 1 ' H1 • HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT f—i Hawaii Island Community Development Corporation Mohouli Heights Senior Neighborhood Project Hilo, Island of Hawaii, Hawaii ri Traffic Impact Analysis Report ri TMK: (3) 2-4-001 : 177 First Revision September 2011 -- 61NS ED • J PROFESSIONAL i ENGINEER 1 * NO. 3893—C I ._j Expiration Date: April 30, 2012 _.1 This work was prepared by me or under my direct supervision. 1 i 1 at". *1 A.",,--,,, ) September 8, 2011 SignatureDate 1 AECOM 1 I 0 . I AECOM PAGE i 60221434.0300 September 2011 HICDC Mohouli Heights Senior Neighborhood TIAR First Revision _I 1 J HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT I Table of.Contents '.i SECTION . PAGE r Engineer's Stamp and Signature i Table of Contents ii List of Figures iii 1 List of Tables iii Project Description 1 Existing Conditions 2 I Existing Roadways 2 Traffic Volumes 4 Proposed Roadway Improvements , 6 Traffic Forecasts 7 • # Ambient Traffic Forecast 7 1 Project Generated Traffic 10 Total Forecast Volumes 13 -`— Level of Service Analysis 13 I Conclusions 18 References 1 Figures Tables "l Appendices --i Appendix A: Traffic Turning Movement Counts Appendix B:. Existing Traffic Level of Service (LOS) Calculations Appendix C: Ambient Forecast Level of Service (LOS) Calculations Appendix D: Total With Project Forecast Level of Service (LOS) Calculations C . AECOM PAGE ii 60221434.0300 September 2011 HICDC Mohouli Heights Senior Neighborhood TIAR First Revision i 11 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT I j5-- List of Figures FIGURE NUMBER TITLE I Figure 1 Location Map IFigure 2 Existing 2009 Traffic Volumes Figure 3 Comparison of Traffic Volumes at Komohana Street/Mohouli 7_..1 Street Intersection Figure 4 Historical Trend in Daily Traffic Volumes on Komohana Street at .-j Puainako Street Figure 5 Hourly Traffic Volumes on Komohana Street I . Figure 6 Hourly Traffic Volumes on Mohouli Street Mauka of Komohana Street Figure 7 2017 Background Traffic Forecast I Figure 8 2017 UHH Projects Generated Traffic Forecast Figure 9 2017 Fire Administration Support Complex (Phase 2) Traffic Forecast )L___.; Figure 10 2017 Wailani (Phase 1) Traffic Forecast Figure 11 2017 Ambient Traffic Forecast 9 , 1 Figure 12 2017 Project Generated Traffic Forecast I Figure 13 2017 Total with Project Traffic Forecast 1 I List of Tables TABLE f NUMBER TITLE Table 1 Trip Generation and Trip Distribution Analysis 1 Table 2 Signalized Intersection Level of Service Analysis _ I 9 Y Table 3 Unsignalized Intersection Level of Service Analysis 1 1 1 1 CC ? AECOM PAGE iii 60221434.0300 September 2011 HICDC Mohouli Heights Senior Neighborhood TIAR First Revision 4 I I I HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT 0 TRAFFIC IMPACT ANALYSIS REPORT for the HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION' MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT FIRST REVISION The Hawaii Island Community Development Corporation (HICDC) is proposing an elderly affordable housing project in Hilo, Hawaii. A Traffic Impact Analysis Report, prepared in December 2008, identified the traffic impacts of the proposed project and recommended mitigating measures. The HICDC is proposing to include an adult day care center to the project. This First Revision report documents a study that was conducted to identify the traffic impacts of the redefined project and to recommend any mitigating measures. PROJECT DESCRIPTION • The HICDC is proposing to develop the Mohouli Heights Senior Neighborhood Project, an elderly affordable housing project and adult day care center, in Hilo, Hawaii. The 15.948-acre project site is on Mohouli Street, mauka of Komohana Street, as shown on Figure 1. The proposed project site is identified as Tax Map Key (3) 2-4-001: 177. The proposed project would include up to 150 residential units in multi-unit structures around a central seniors' activity core. It would be developed in two or three phases. Construction of the first phase with 60 units is expected to begin in the summer of 2012 and be completed by the end of 2013. The remaining one or two phases would be completed by 2017 for a total of 120 to 150 residential units, respectively. The adult day -j care center would be relocated from the former Hilo Hospital Building and would be ready for use in 2013 with an estimated enrollment of 100. There would also be 20 to 25 employees on-site depending on the attendance level for the day. The proposed project does not require rezoning and does not meet the concurrency requirements of AECOM - PAGE 1 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT C) County of Hawaii Ordinance No. 07-99. The study analyzed 2017 as the only r forecast year. Access to the project site would be from Mohouli Street through a 50-foot roadway right-of-way (ROW) identified as Tax MapKey (3) 2-4-001: 178 that is on the western 9 Y boundary of the site. This roadway would be shared with the County of Hawaii Fire Administration Support Complex. An emergency access will be provided through a gated connection to Kahakini Street. Vehicular and pedestrian access will be blocked and opened only for emergency situations. Other roadways in the area include Komohana Street and Kukuau Street. The major intersections in the vicinity that would be affected by project generated traffic include the Komohana Street, project access roadway, and Kukuau Street intersections with Mohouli Street, and the Komohana Street/Kukuau Street intersection. Figure 1, j Location Map, shows the project site in relationship to the four study intersections. C}' EXISTING CONDITIONS __ A survey of the existing roadway and traffic conditions was made in September 2009 S and August 2011. Existing Roadways The roadways of interest in the project area are Mohouli Street, Komohana Street, and Kukuau Street. Mohouli Street and Komohana Street are two-lane County roadways classified as major collectors while Kukuau Street is a minor collector roadway. Mohouli Street provides mauka to makai access between Kaumana Drive and Kilauea } Street. The older portion of the roadway, makai of Komohana Street, runs through a, 1 residential neighborhood and has a posted speed limit of 35 miles per hour (mph). The roadway was extended mauka from Komohana Street to the Kaumana Drive/Ainako Avenue intersection in 2002. The newer section of roadway has wide shoulders that p —1 AECOM PAGE 2 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision I] . HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT .i could be used to widen Mohouli Street to four lanes and has a posted speed limit of 45 mph. The lands adjoining this section of roadway are currently mostly vacant. The new section of roadway provides residents of Kaumana Drive and Ainako Avenue with an alternate access route to the south and west sections of Hilo. Komohana Street runs in a general north to south direction between Waianuenue _1 Avenue and Ainaola Drive. The portion of roadway south of Puainako Street generally Ipasses through residential areas while the northern section adjoins vacant lands. The posted speed limit is 45 mph. Komohana Street serves as a commuter route for -I residents in the south and west sections of Hilo to reach downtown Hilo, Hilo Hospital, `I and Hilo High School. r- Kukuau Street is a two-lane County minor collector road. The older roadway section, 1 makai of Komohana Street, runs through a residential neighborhood and intersects with i Kapiolani Street. The newer roadway, mauka of Komohana Street, provides access to - a mauka residential subdivision. The extension of Mohouli Street created a new (..,-; intersection on this roadway. The posted speed limit on Kukuau Street is 35 mph. P P ---1 ___.1The Komohana Street/Mohouli Street intersection is signalized with protected left-turn -1 movements on the Mohouli Street approaches and protected/permitted left-turns on the Komohana Street approaches. The northbound Komohana Street and eastbound 1 Mohouli Street approaches have separate left-turn, through, and right-turn lanes. The southbound hbo d K omohana Street and westbound Mohouli Street approaches have i separate left-turn and shared through/right-turn lanes. . i The Komohana Street/Kukuau Street intersection has stop sign controls on the Kukuau -, Street approaches. Both Komohana Street approaches have separate left-turn and 1 shared through/right-turn lanes. The Kukuau Street westbound approach has a shared t through/left-turn .lane and separate right-turn lane. The Kukuau Street westbound i approach also has a single shared lane. 1 t . 1 AECOM PAGE 3 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision I I HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT The Mohouli Street/Kukuau Street intersection has stop sign controls on the 1 Kukuau Street approaches. Both Mohouli Street approaches have separate left-turn and shared through/right-turn lanes while the Kukuau Street approaches are single shared lanes. Traffic Volumes The current morning and afternoon peak hour traffic volumes are shown in Figure 2 with volumes rounded to the nearest five vehicles per hour (vph). Traffic counts were taken during the morning (6:30 to 8:30 AM) and afternoon (3:30 to 5:30 PM) peak periods. Traffic turning movement counts require a traffic surveyor to observe traffic flow and record the movements of each vehicle crossing the intersection as through or turning movements at 15 minute intervals. The worksheets for these three traffic counts intersections are included in Appendix A. The traffic counts for the Komohana Street/Mohouli Street intersection were taken in 2009, while those for the two Kukuau Street intersections were done in 2007 for another study. Traffic counts were not taken at the two study intersections of Kukuau Street in 2009 since they serve stable neighborhoods and little traffic change was expected at these intersections from 9 the traffic counts taken in December 2007. The 2007 volumes were adjusted slightly to match with the current (2009) traffic volumes at the adjoining intersections. The adjusted volumes are shown in bold in Figure 2. The 2009 and 2007 traffic counts are still timely for 2011 given the small amount of land use changes in the area. The U.S. Department of Transportation Federal. Highway 1 Administration has issued a paper "Growth Factor for 2008 — 2010" that shows that traffic volumes on rural roadways across the State of Hawaii have decreased from 2008 to 2010. Also, the high fuel prices experienced in 2011 have caused .a yet undetermined decrease in auto travel. 1 Traffic turning movement counts were taken at the Komohana Street/Mohouli Street intersection in December 2007, October 2008, and September 2009 for this and other studies. The morning and afternoon peak hour traffic volumes for each year's counts AECOM PAGE 4 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT are shown on Figure 3. During the morning peak, the northbound volumes declined from 2007 to 2008 and then returned to the 2007 level in 2009. The southbound volumes stayed level or declined slightly. Both northbound and southbound volumes in the afternoon peak remained steady from 2007 to 2008 and increased slightly in 2009. The main directions of travel in the morning peak are northbound on Komohana Street and makai bound on Mohouli Street. The main directions of travel reverse in the afternoon peak hour. The morning northbound traffic flow on Komohana Street is currently constrained by the backup of traffic from the Ponohawai Street intersection, which is the next signalized intersection to the north. j The traffic volumes on the Kukuau Street approaches can be described as light. The main direction of travel in the morning is makai bound out of the subdivision. The afternoon direction of travel shifts to mauka bound into the subdivision. The current J ...J traffic operations at the four study intersections are discussed in the Level of Service Analysis section. The State of Hawaii Department of Transportation (HDOT) used to take traffic counts B L every two years at selected roadway sections on the island of Hawaii under their previous counting program. One of these count stations is at the Puainako Street/Komohana Street intersection (Station 18-Z), about a half mile south of the Mohouli Street intersection. Five daily traffic volumes were available for the ten year period from 1994 to 2004, with data for the year 2000 not reported. The data shown on Figure 4 gives the historical trend of daily traffic at this location on the north leg of Komohana Street and the makai leg of Puainako Street before the mauka extension of Puainako Street was completed. The graph shows a gradual increase in traffic from = 1994 to 2004. Daily two-way traffic volumes on Komohana Street increased 14.8% in 10 years for an annual compound growth rate of 1.39%. This growth rate has decreased in recent years based on the observations discussed for the Mohouli Street intersection. j AECOM PAGE 5 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision jjf HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT J HDOT presently takes traffic counts on State and County roadways around the island. The patterns of hourly traffic volumes at two locations on Komohana Street in 2009, north of Puainako Street and south.of Waianuenue Avenue, are shown in tabular and graph form on Figure 5. The morning northbound traffic flow has a steep one hour peak at 7:00 AM, and remains at a lower but relatively stable level until 6:00 PM. The steep peak is due in part to the one-way traffic pattern implemented on Waianuenue Avenue from 7:00 to 7:45 AM. This one-way pattern forces traffic going to the Hilo Hospital and Hilo High School to travel northbound on Komohana Street to reach Waianuenue Avenue. The southbound traffic shows a small morning peak, a moderate midday peak, and a high afternoon peak at 4:00 PM. The HDOT also took a one time traffic count at the Komohana Street/Mohouli Street intersection on July 23, 2002. The pattern of hourly traffic volumes on Mohouli Street is shown in tabular and graph form on Figure 6. There is a sharp makai bound peak in the morning and a sharp mauka bound peak in the afternoon. PROPOSED ROADWAY IMPROVEMENTS The FY 2011-2014 Statewide Transportation Improvement Program (STIP) does not include any improvements in the immediate vicinity of the proposed project. The HDOT is pursuing the realignment and widening of Puainako Street from Komohana Street to Kanoelehua Avenue about a half mile south of the project site. Their efforts are being expended in a generally mauka to makai direction. The first phase involves the realignment of Puainako Street between Komohana Street and Kawili Street to the north so that the new roadway, which would be north of residences lining the existing roadway, would become a local street. The,STIP shows pre-ROW work in FY 2013 and 1• right-of-way acquisition programmed in FY 2014: The second phase would involve widening Puainako Street makai of Kawili Street. This project would not affect traffic volumes within the study area. ii C_ - AECOM PAGE 6 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 1. t 2 L HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT The County of Hawaii approved the Wailani Center project in 2010. The development is a large mixed-use project which includes a medical office, commercial retail and business (technology) park facilities, and single family, multi-family and elderly residential units. The project will be developed in three phases through 2030 and is required to implement mitigating traffic improvements as the project develops. The Wailani Center project site is about a half mile north of the Mohouli Heights Senior Neighborhood project location, between Komohana Street and Mohouli Street; therefore, its traffic improvements would have an impact on this project. The first phase of the Wailani Center project, scheduled for occupancy in about 2015, is required to widen Komohana Street to four through lanes at the Mohouli Street intersection and add a second left-turn lane on the westbound approach of Mohouli Street. These improvements were included in the ambient and total with project forecast analyses of this study. TRAFFIC FORECASTS The proposed project is scheduled for full occupancy in 2017. During the eight-year period from the 2009 traffic count date to full occupancy, ambient traffic on the area •roadways can be expected to increase due to regional growth and new projects in the ' area. The traffic that would be generated from the proposed project was added-to the ambient traffic forecast to obtain the total with project traffic forecasts for the one study } forecast year. Ambient Traffic Forecast Ambient traffic on the study area roadways will increase due to regional growth in the 1. I adjoining areas and new projects in the study area. A multi-step process was used to develop the different components of the ambient traffic forecasts: 1. Background traffic forecast based on regional traffic growth and several committed projects. • 2. Traffic which would be generated by ,proposed development at the University of Hawaii at Hilo (UHH). AECOM PAGE 7 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 4 1 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT 3. Traffic which would begenerated bythe Countyof Hawaii Fire Administration `1 Support Complex. 4. Traffic which would be generated by the Wailani Center. " 1 1. Background traffic forecast - The existing traffic volumes shown on Figure 2 were increased by 8.3% to represent the background regional growth. This number represents a 1.0% annual growth rate over an eight-year period. This 1.0% growth rate is. lower than the 1.4% annual traffic growth rate previously observed on Komohana Street from 1994 to 2004, but higher than the projected population growth for Hilo. The 9 P P r current County of Hawaii General Plan forecasts that population in the South Hilo District will increase from 46,273 in 2005 to 49,791 in 2020, a 7.6% increase in 15 - years. The 7.6% population growth rate for South Hilo represents an annual 0.5% growth rate and is lower than the 36% island wide growth rate forecast in the General Plan. - The traffic, which would be generated by three County-approved projects on Ponohawai - ' Street, was also included in the background traffic forecast. These projects are forecast 9 :� to generate totals of 29 and 35 trips per hour in the morning and afternoon peak hours, __i respectively. Only six or less vehicles per hour (vph) would be added in each direction -`) of travel on Komohana Street. 3 __.; The two components of background traffic were combined to form the 2017 background I .. traffic forecast volumes shown on Figure 7, with volumes rounded to the nearest -, five vph, except for volumes less than five. 1 2. UHH traffic forecast - Traffic which would be generated onto Komohana Street by three proposed UHH projects as forecast by their traffic studies were included in . this study: { - • China-U.S. Center • U.S. Department of Agriculture Pacific Basin Agricultural Research Center 1 • UHH Ka Haka `Ula 0 Ke`elikolani Hawaiian Language Building J AECOM PAGE 8 • 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 1 1 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT Although plans for the China-U.S. Center are changing, the new project is expected to generate a similar magnitude of trips as initial trips. The traffic forecast volumes from these three projects were then distributed along Komohana Street, Mohouli Street, and Kukuau Street in proportion to the existing traffic volumes. The results of the forecasts are shown on Figure 8 with volumes not rounded. The UHH Mauka Lands parcel across Mohouli Street from the project site was assumed not to be developed by 2017 and is not included in this analysis. 3. County of Hawaii Fire Administration Support Complex traffic forecast - The proposed County of Hawaii Fire Administration Support Complex would be developed on the adjacent property west of the proposed project. It was to be developed in three phases with expected openings in 2010, 2017, and 2027, but has been deferred indefinitely due to lack of funding. For this study, it was assumed that the second phase :: would be operational by 2017; a forecast based on. this assumption suggests that 48 trips will be generated during the morning peak and 62 trips will be generated during the-afternoon peak. The traffic assignment for the second phase of the project was taken from the traffic impact analysis report prepared for the Countyof Hawaii Fire P Y P Administration Support Complex and is shown on Figure 9. This project would utilize the existing roadway parcel (Tax Map Key-(3)2-4-001: 178) accessing Mohouli Street which would be developed as a County-dedicated road. 4. Wailani Center traffic forecast - The first project phase of this proposed mixed-use project is scheduled for occupancy in about 2015 and would include 100,000 square feet (sf) of medical office buildings and 100,000 sf of commercial center (retail) space. It is forecast to generate 400 hourly trips in the morning peak and 1,000 hourly trips in the afternoon peak. The traffic assignment for the first project phase was taken from the traffic impact analysis report prepared for the Wailani Center and is shown on Figure 10. The first project phase would access Komohana Street only and will not - generate additional traffic on the mauka portion of Mohouli Street. AECOM PAGE 9 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision -_i HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT The project generated traffic assignment forecasts for UHH (Figure 8), the Fire Administration Support Complex (Figure 9) and Wailani Center (Figure 10)were added to the 2017 background traffic forecasts (Figure 7) to obtain the 2017 ambient traffic forecast shown on Figure 11. The traffic operations for the ambient forecast conditions at the three study intersections and project access roadway are discussed in the Level of Service Analysis section. • "1 Project Generated Traffic The traditional three-step process of trip generation, trip distribution, and trip assignment was used to forecast future traffic that would be generated by the proposed project. The trip generation step forecasts the number of new trips that would be produced in each of the two study periods. The trip distribution step allocates these new trips by direction of travel. Finally, the trip assignment step assigns the trips to the specific turning movements at the study intersections. Separate analyses were conducted for the two project components: elderly residences and adult day care center. . The trip generation step forecasts the volume of vehicle trips that would be generated by the proposed residential component during the morning and afternoon peak periods. `^ / The trip generation rates for a Senior Adult Housing-Attached (Land Use Code 252) as found in the Institute for Traffic Engineers' (ITE) Trip Generation (Seventh Edition, 2003) report were used for the proposed project. The ITE report describes this land use as: . "Senior adult housing consists of apartment-like residential units, including retirement communities, age-restricted housing and active adult communities. Attached senior adult housing may include limited social or recreational services, but typically lack centralized dining or medical facilities. Residents in these communities live independently, are typically active (requiring little or no medical ' supervision) and may or may not be retired." Chu AECOM PAGE 10 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision I HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT Since the proposed project could include 120 to 150 retirement units, the higher number of units was assumed for this analysis. The 150 multi-familyunits are forecast to generate 12 trips in the morning peak and 17 trips in the afternoon peak when project is fully occupied in 2017. The Trip Generation report also provides information on the percentage of inbound and outbound trips in each peak hour. The trip generation analysis is summarized on Table 1. The trip distribution step divides the generated trips by directions of travel to/from the project site. The proportion of trips to each of the four major travel corridors in the study area were based on the volume of existing trips entering and leaving the residential areas on Kukuau Street and are summarized on Table 1. The resultant number of trips to each study corridor is small (four or less) since the proposed project is not expected to generate many trips. The combined total volumes may not add up to the sum of the 3 individual components of generated trips due to rounding. The three-step forecast process was also conducted for the adult day care center. The Trip Generation report does not have triprate information for adult daycare centers. A P traffic count was taken at the entrance to the current day care center site at the former Hilo Hospital building on Tuesday, August 9, 2011, to develop a trip rate data. During the morning peak hour from 7:30 to 8:30 AM, there were 38 inbound and .26 outbound trips. During the afternoon peak hour from 3:00 to 4:00 PM, there were 29 inbound and 37 outbound trips. These results include vehicle trips to drop-off/pick-up attendees and by commuting employees. The number of inbound and outbound trips for attendees was relatively balanced in each time period. The imbalance in total number of trips was caused by more inbound employee trips in the morning and more outbound employee • trips in the afternoon. The trip rates derived from these traffic counts are based on the -J 71 attendees present that day and summarized in a format similar to that of the Trip Generation report in the table on the following page. 1 . AECOM PAGE 11 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision } :_1 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT r- Number of Trips Trips per Percentage Distribution (%) 1 Inbound Outbound Attendee Inbound Outbound 1 AM Peak Hour (7:30 AM to 8:30 38 26 0.90 59 41 AM) PM Peak Hour (3:00 PM to 4:00 29 37 0.93 44 56 PM) Although the current day care center enrollment is 100 attendees, daily attendance range from 62 to 79 since the attendees have different daily attendance schedules. The 1 higher attendance value of 79 was used for this analysis. The trip generation analysis summarized on Table 1 shows that the adult day care center will generate considerably more trips than the elderly residences. Trip distribution factors were developed based on the following information provided by cj the adult day care operator: • Attendee residences location distribution. t- • Approximately half of the drivers dropping off attendees are retired. These drivers usually come from home and return to home after both morning 1 drop-offs and afternoon pick-ups. •--1 • The other half of drivers are working and travel between their residence, the day care center, and their work location. The trip distribution for these worker trips were the same trip distribution factors used for the elderly --: residential units. e The resultant trip distribution factors and analysis are shown on Table 1. F The project generated traffic volumes for both components were assigned to the study I area network based on the directions of travel and the access routes. Slightly more. 3 than half of the adult day care center generated trips (45+ vph during both peak hours) I would utilize the south leg of Komohana Street and would travel to/from Puainako iStreet. This volume of traffic would not have any significant impact on the traffic Ci- i AECOM PAGE 12 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision I i i --_$ J ri , HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT rri operations of Puainako Street. The results of the traffic assignment analysis are shown `� on Figure 12, with the volumes not rounded. Total Forecast Volumes The project generated traffic assignment volumes from Figure 12 were added to the _ ambient traffic forecasts from Figure 11 to obtain the total with project traffic forecasts shown on Figure 13. The traffic volumes are rounded to the nearest five vph except for ,--] volumes less than five. The traffic operations for the total with project forecast conditions at the three study intersections and project access roadway are discussed in the Level of Service Analysis section. s 4 LEVEL OF SERVICE ANALYSIS IThe concept of level of service is used to quantify the quality of traffic flow on roadway facilities. The Transportation Research Board (TRB) has developed procedures to calculate level of service value(s) by measuring traffic volumes against the capacities of Cl...' different types of roadway facilities. Their Highway Capacity Manual 2000 (HCM 2000) I , describes the various procedures'developed for freeways, highways, signalized and t —i unsignalized intersections, etc. The SYNCHRO computer software program was used to analyze the traffic operations for the 2009 current volumes and 2017 ambient and total with project forecasts. SYNCHRO is a computer software program used to model, optimize, and analyze traffic - i signal timings in a roadway network. It also analyzes unsignalized intersections. The i -1 program's mathematical calculations are based on the HCM 2000 and include the -i effects of traffic signal coordination and traffic actuation. , The Komohana Street/Mohouli Street intersection is currently signalized. The I methodology for analyzing signalized intersections calculates the levels of service for individual movements, approaches, and the intersection as a whole based on the .4 average stopped delay per vehicle. The results range from level of service A (best with -_; AECOM PAGE 13 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 3 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT 1-17 average delays less than ten seconds) to F (worst with average delays longer than 80 seconds) as described in the following table: SIGNALIZED INTERSECTION LEVEL OF SERVICE • LEVEL OF CONTROL DELAY SERVICE PER VEHICLE (Seconds/Vehicle) A < 10:0 B 10.1 to 20.0 C 20.1 to 35.0 35.1 to 55.0 55.1 to 80.0 F > 80.1 .1 The County of Hawaii considers levels of service A to D as acceptable for signalized c.) intersections, with levels of service E and F indicating the need for mitigating measures. For signalized intersections, the major streets may be designed to have a higher level of -s service than the minor streets or turning lanes. Level of service E conditions are sometimes tolerated for minor traffic movements such as left turn movements if they maintain acceptable levels of service on the major street. j The level of service analysis for this intersection is shown on Table 2. It is operating at 1 a minimally acceptable level of service D in the morning peak. The through lanes of the two approaches with the highest volumes, Komohana Street northbound and Mohouli Street eastbound, are operating at levels of service D and E, respectively, indicating the possible need for mitigating measures. The primary reasons for these poor levels of service are the high volumes of vehicles on single lanes of traffic. The intersection is operating at level of service D in the afternoon peak due to three problem movements. The high volumes of left-turns from the westbound approach of Mohouli Street are operating at level of service F and require more green time or an additional traffic lane. The left-turn movement from the northbound approach of j AECOM PAGE 14 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 1 t j HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT --- Komohana Street is operating at level of service E. The high volumes of southbound through vehicles on Komohana Street are also operating at level of service E. The intersection is forecast to improve to level of service C in the 2017 ambient forecast AM peak hour with the proposed intersection widening. All of the movements are forecast to operate at level of service Dor better, indicating acceptable conditions. The intersection is forecast to continue operating at level of service D in the 2017 ambient PM peak with the proposed roadway improvements. The Komohana Street southbound through movement would improve from level of service E to D, and the Mohouli Street westbound left-turn movement would improve from level of service F to E. The level of service E on two left-turn movements could be tolerated since they help maintain the acceptable level of service for the intersection. For the morning peak period, the relatively small amount of traffic generated by the proposed project would have little impact on traffic operations as evidenced by the small C.) increases in delay with no changes in levels, of service between the ambient and total with project forecasts. Only two movements show changes from level of service C to D r with the project since the ambient forecast delay value is on the threshold between changes in levels of service. During the PM peak hour, the Komohana Street southbound through movement (and approach) changes from level of service D to E since the ambient forecast delay value is on the threshold between changes in levels of service. • _. The two study intersections on Kukuau Street are currently unsignalized. The procedure used for analyzing unsignalized intersections calculates vehicle delays and - ") levels of service based on the distribution of gaps in traffic on the major streets and s driver judgment in selecting gaps through which to execute turns. For two-way stop intersections where only the minor street traffic is controlled by a stop sign, levels of service are calculated for the critical turning movements including outbound movements from the stop-controlled approach, and left-turns from the major street to the minor street. The procedure does not calculate an overall intersection level of service. AECOM PAGE 15 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision Z iyi .1 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT The HCM 2000 defines the relationship between level of service and delay (in seconds/vehicle) for unsignalized intersections as shown in the following table: 71 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE LEVEL OF DELAY ;._ SERVICE (SecondsNehicle) A < 10.0 B 10.1 to 15.0 C 15.1 to 25.0 • D 25.1 to 35.0 E 35.1 to 50.0 1 F > 50.1 The County of Hawaii considers levels of service A to D as acceptable for unsignalized intersections. Level of service F (with average delays longer than 50 seconds) is considered undesirable for unsignalized intersections and would indicate the possible need for mitigation. Level of service F conditions could be tolerated if the delays are not g much higher than 60 seconds, traffic queues are short, and there are no reasonable mitigating measures available. Table 3 summarizes the unsignalized intersection level of service analysis for the two study intersections on Kukuau Street. The traffic exiting the Kukuau Street eastbound approach at Komohana Street is •_I currently operating at level of service F in both peak periods, indicating the possible . existing need for mitigation. The traffic exiting from the westbound approach at Komohana Street is currently operating at level of service C and E in the morning and afternoon peak periods, respectively. Since the high traffic volumes on Komohana Street occur for only a short period of the day and there are no reasonable mitigating actions, the existing traffic operations could be tolerated. C:: AECOM PAGE 16 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 7 PR � HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT 11 -KJj With the increase in ambient traffic to 2017, the outbound movements from both Kukuau LStreet approaches are forecast to operate at levels of service F in both peak periods with very high levels of delay. Traffic mitigation measures would be required at this intersection. Traffic signals could be warranted at this intersection in the future. The traffic impact analysis report for the Wailani Center calls for extensive improvements on Komohana Street to accommodate its future traffic, including widening Komohana Street to four lanes and identifying the possible need for traffic signals at this 1 intersection. These improvements would reinforce the need for mitigating measures at this intersection to help traffic exit from Kukuau Street. The small number of trips generated by the proposed project and driving though this intersection would not have any noticeable effect, as indicated by no changes in levels of service between the ambient and total forecast conditions. Traffic mitigation • measures would be required for either forecast scenario. All four of the Mohouli Street/Kukuau Street intersection approaches are currently operating at acceptable levels of service in both peak hours. The increase in ambient traffic would cause the level of service on the Kukuau Street eastbound approach to change from C to a minimally acceptable D in the AM peak hour, while all the other l approaches in both peak hours would remain unchanged at acceptable levels of service in both 2017 peak hours. The proposed project would generate small volumes of traffic such that it would not cause any changes from the ambient forecast conditions in both z peak hours. This indicates that the proposed project would not have an adverse traffic impact on this intersection. The proposed project access roadway intersection on Mohouli Street is expected to be stop sign controlled. This roadway would be shared with the County of Hawai`i's Fire Administration Support Complex which is deferred indefinitely. This study assumed that the second phase of the project would become operational in about 2017. With only the fire complex generated trips in the 2017 ambient traffic forecasts, the roadway is forecast to operate at level of service B for the outbound right-turn movement and level AECOM PAGE 17 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision 1 HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT of service C for the left-turn movement in both peak hours. The small number of trips generated by the proposed project would not cause changes in the above levels of service in the morning peak hour. The outbound left-turn movement is forecast to 3I change from level of service C to D during afternoon peak hours, which is considered minimally acceptable. Hence, mitigating measures may be unnecessary at this intersection. .. CONCLUSIONS 1The proposed Mohouli Heights Senior Neighborhood is forecast to generate less than 100 trips during the morning and afternoon commuter peak hours, which is considered to be a relatively small number of trips. This additional traffic in itself Would not require mitigating measures beyond those roadway improvements proposed by the Wailani I Center. The Wailani Center project is adding additional traffic lanes at the Komohana 1 ` Street/Mohouli Street intersection to accommodate the future growth in ambient traffic. 0 The traffic forecast generated by Wailani Center project also identified the need for traffic mitigation at the currently unsignalized Komohana Street/Kukuau Street intersection. Traffic signals may be warranted at this intersection in the future as a _1 mitigating measure. 1 The currently unsignalized intersection at Mohouli Street/Kukuau Street will not require f, mitigation in the future due to the increases in ambient traffic. The project access roadway intersection on Mohouli Street can remain stop sign controlled. 0 . { AECOM PAGE 18 60221434.0300 September 2011 HICDC Mohouli Heights Neighborhood Project TIAR First Revision .3 . , 1 ,.t. _,,_ ..: .=.1L.. , IT i II il _ . , 1 i._,,, i References • 1 _ : 11 ,.: r j,,,_ , ] 7: '' . , ir , I, rt- , Li . . u LI 7-.1 S . . . _ c I;---3 . i .1' 1 i .I - J • 1 1 . . . ii HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT 'CI, References , I 1. Hawaii Island Community Development Corporation Mohouli Heights Senior ,,,-] Neighborhood Project Traffic Impact Analysis Report, M&E Pacific, Inc., December 2008 ]L 2. Statewide Transportation Improvement Program, FFY 2011 through FFY 2014 (FFY 2015-2016 Informative only), State of Hawaii Department of Transportation, '-] revised December 2010. J 3. Letter to Peter Hoffman, Chairman of County Council of Hawaii re: Change of Zone jApplication (REZ 06-000038) Guy Nakao, County of Hawaii Planning Commission, dated July 23, 2007. ` 4. Letter to Peter Hoffman, Chairman of County Council of Hawaii re: Change of Zone Application (REZ 06-000047) Malulani, Inc., County of Hawaii Planning 1 Commission, dated July 23, 2007. 5. Letter to Peter Hoffman, Chairman of County Council of Hawaii re: Change of Zone •C Application (REZ 06-000063) Guy Miller., County of Hawaii Planning Commission, dated May 21, 2007. 16. County of Hawaii General Plan, Appendix A, County of Hawaii, 2005. J 7. Traffic Impact Analysis Report for China-U.S. Center at UH-Hilo, Phillip Rowell and 1 Associates, April 2002. I 8. Traffic Impact Analysis Report for U.S. Department of Agriculture Pacific Basin -- Agricultural Research Center at UH-Hilo, Phillip Rowell and Associates, April 2002 draft. 9. Traffic Impact Analysis Report for the University of Hawaii at Hilo Ka Haka 'Ula 0 -- Ke`elikolani Hawaiian Language Building, SSFM International Inc., September 2007. • 10.University of Hawaii at Hilo University Park Expansion Master Plan, PBR Hawaii, --- December 2005 draft. 11.County of Hawaii Fire Administration Support Complex, M&E Pacific, Inc., February 2008. 12. Traffic Impact Analysis Report for Wailani Center, AECOM, December 2009. 13. Trip Generation, Seventh Edition, Institute of Transportation Engineers, 2003. AECOM PAGE REF-1 60221434.0300 September 2011 HICDC Mohouli Heights Senior Neighborhood Project TIAR First Revision pI ':.]l HICDC MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT TRAFFIC IMPACT ANALYSIS REPORT Ei ,O References ri. 14.Highway Capacity Manual, Transportation Research Board, National Research Council, Washington, D.C., 2000 Edition. 15. Synchro Studio 7, Trafficware Ltd. :_I _.../ 1 I A i • 1 1 .3 1 I , f i i (-.,,---r J I AECOM • • PAGE REF-2 60221434.0300 September 2011 HICDC Mohouli Heights Senior Neighborhood Project TIAR First Revision j I El I I .....--,' j 1 ril ii Figures ? . L a 1 1.- i , 4---a _ 11 U . 1 ILI i ____] I i ] 1 STATE OF HAWAII N ` NIIHAU co.. T MOLOKAI I __=, OAHU f J MAUI .. 4 N _ , o P l KAHOOIAWE . :�� e: �AII ,i ,,,-;:---:17:''',"'441;:.4.0;s--*-..':n':- ' (DA: N �!, , ^t, __. PROJECT I� PACIFIC OCEAN � jir LOCATION SOUTH POW e . • \i( ISLAND OF HAWAII D p� AG to VICINITY MAP '_ o � NOT TO SCALE 6 ata a �J�J ° • °4 • . 7i s' JY'ep Sr S`.._ -- n g oi, 0 .1- ' \ E OP R 15 ,— - ip/ A' ....1 _ PROJECT - Mat.St�� ' 1 LOCATION I .ate Ig LOCATION MAP -_ NOT TO SCALE ri a E Ei A:COM d e Y 1 tI e i 1001 BISHOP STREET,SUITE 1600 •HONOLULU,HAWAII 96913 C-2' II Figure 1 Location Map I °` / STUDY Traffic Impact Analysis Report t,_/ INTERSECTIONS HICDC Mohouli Heights Senior Neighborhood Project TIAR September 2011 L____- i........._n______ 1.....___ L....._ ,...._......' ; ',______i L...____11 1 L..........; tr-). LW.._..i .1 L.._) ,.._. 1 ' • KUKUAU ST KUKUAU to mauka to mauka In o o t 5 in o ,t. t 5 in M N 4- 500 N 4- 295 MOHOULI ST 4-' 1 I-' 1 45 MOHOULI ST 4-' 1 1-0 l - 20 10 ? F, I r MOHOULI ST50 ? 4-1 t r • 230 -; o to Kaumana 435 -► co in co 0 Z N N In 85 Z o in ot 5 in o t 20 o LO t 5 0 0 o t 60 c`i – 1- 170� n in N 310 w 490 — COIn N 580 4-' 1 '-► t 145 4-1 1 1-4 t 25 4-' 1 '-► t 130 4-' 1 1-4 l 20 120 3 -, I r► 10 ? tit r KOMOHANA ST 160 3 h I r► 35 J 4-1 I r 610 -► M 760 -► o ,n o to Ponahawai 280 -+ oo N o 350 -k 405 -1 � 15 7 ,– r. 175 Z M M . 10 1 N MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR EXISTING 2009 TRAFFIC VOLUMES FIGURE 2 'e- o t 5o o t 0 0 0 t 5 1 in LO M 190 CO 195 M 170 4-' 1 t 140 i-' 1 '-, 1 135 l' 1 '-' 1 145 KOMOHANA ST 125 J 4-i t r 105 ? 41 t r 120 . 4, t r 640 -► o 500 -' o 00 610 -► M o00 450 7 335 7 0 ' 0 405 -1 MOHOULI ST MOHOULI ST MOHOULI ST to makai to makai to makai 1 December 2007 October 2008 September 2009 s] AM PEAK HOUR a t 2 Lo to t 10 .4 in in t 5 4- 450 445 — — 4- 490 4-' 1 '-' r 120 4--' 1 '--0 1 110 r-I 1 '-► 1 130 KOMOHANA ST 195 t 4, t r 185 i 4-, t r' 160 ? 4-1 t r' 1 255 -► 000 265 -4 1.0 280 -+h. 000 155 Z M M °' 125 7 N N 175 7 co M .C MOHOULI ST MOHOULI ST MOHOULI ST to makai to makai to makai --1 December 2007 October 2008 September 2009 . '_1 PM PEAK HOUR 4 COMPARISION OF TRAFFIC VOLUMES 1 AT KOMOHANA STREET/MOHOULI STREET INTERSECTION FIGURE 3 5 I 1 _3 i 7 I i i i l I I bTWO-WAY DAILY TRAFFIC VOLUMES Komohana Puainako North of Makai of YEAR Puainako St. Komohana St. `I 1994 15,259 12,502 . J 1996 16,060 13,179 1998 16,251 12,863 i 2000 2002 16,850 12,885 2004 17,522 13,386 Source:State of Hawaii Department of Transportation Station 18-Z Puainako St at Komohana St 20,000 1_, 18,000 16,000 • I W 14,000 0 m 0 12,000 0 `1 LL 10,000 L- g8,000 -.-KOMOHANA ST EL --c—PUAINAKO ST Q 6,000 I cV 4,000 J 3 2,000 0 , 1994 1996 1998 2000 2002 2004 i YEAR i 1 1 HISTORICAL TREND IN DAILY TRAFFIC VOLUMES f ON KOMOHANA STREET AT PUAINAKO STREET L-._.; FIGURE 4 i 1 J J, ...........3 ,..�._ L_ ,��sti...r L__.A �a...___ i.r..� _, ,.w..........J LJ 4r___J b L_..-I ,..,_,-:1 �"`_w�Y �-._. 1 c, ,. ,.,.... , • Hourly Traffic Volumes on Komohana Street Cl) 1,400 North of South of E Hour Puainako St Waianuenue D 1,200 Starting To To To To 'J at North South North South > 1,000 5:00 AM 199 85 139 48 0 Ak 6:00 AM 690 284 415 149 u.u. 800 7:00 AM 1,299 396 878 296Q 8:00 AM 856 433 465 309 d 9:00 AM 567 433 377 276 I— 600 10:00 AM 562 399 423 320 11:00 AM 484 493 406 286 = 400 '�+►` 12:00 PM 602 546 443 310 0 1:00 PM 618 536 462 320 = 200 2:00 PM 613 632 571 477 3:00 PM 588 743 520 533 4:00 PM 579 1,000 537 495 0 5:00 PM 558 816 478 358 4 4 . 4 4 . 4 oP oP oP oP oP oP oP oQ oQ oQ oQ oQ oQ oQ 6:00 PM 268 582 367 271 b•o �o A• �•o �•o Noo p\N• 0. ^•o qo no Co bo to Source: Hawaii State, Department of Transportation HOUR STARTING AT • Dates: North of Puainako St- Sept. 16, 2009 . South of Waianuenue Ave-April 16, 2009 , --•—N of Puainako NB —®—N of Puainako SB —A--Sof Waianuenue NBS of Waianuenue SB HOURLY TRAFFIC VOLUMES ON KOMOHANA STREET FIGURE 5 HOURLY TRAFFIC VOLUMES ON MOHOULI STREET Mauka of Komohana Street (Station 19-D) July 23, 2002 Source:State of Hawaii Department of Transportation Vehicles/Hour Start Makai Mauka 600 of Hour Bound Bound 6:00 AM 337 137 7:00 AM 526 228 =500 8:00 AM 368 213 9:00 AM 276 196 s- 10:00 10:00 AM 215 202 400 11:00 AM 245 253 12:00 AM 278 255 N --*--Makai Bound 1:00 PM 205 219 300 - --Mauka Bound d 2:00 PM 254 267 V 3:00 PM 287 388 '— 4:00 PM 292 515 w 200 5:00 PM 328 428 �. 100 0 i I I I I 00 00 00 0 o co' c• NO• ,�`l.• '�:• D�• Start of Hour HOURLY TRAFFIC VOLUMES ON MOHOULI STREET MAUKA OF KOMOHANA STREET FIGURE 6 u„_,._._.w L_........"--,,,L...__. i,.,.— 1....,_..: 4,...._..,.., b..,..._.- L_.._.J 4—......,.1 's,"'"^'* L.,_..........i L..s_..,+ L___.; 1,..—: U-m--.t is iit KUKUAU ST KUKUAU ST to mauka to mauka Ln o o t 5 in o t 5 `n CO N «- 540 N f-- 320 MOHOULI ST +-' 1 '--► i" 50 MOHOULI ST MOHOULI ST 4--' 1 '--► 1' 20 10 J f-, I r► to Kaumana 50 J 4-1 I r+ 250 -+ 470 -o0 0 co) l() co 0 7 N N CO 85 7 KUKUAU ST KUKUAU ST o Lo. tiC) Lo ") 1 FIRE DEPT 1 FIRE DEPT I SITE 1 SITE o in N M in PROJECT PROJECT SITE SITE in Ln t 5 t 20 o o t 5 • o 0 o t 65 co o t- 190 `c•' `n N +- 340 tLro 4— 535 CO N 4- 635 41 1 '-+ r 155 +I 1 '-► t 25 KOMOHANA ST 4-' 1 '-+ r 140 4-' 1 '-+ .0 20 130 J i, 1 r+ 10 J 4-1 1 r► to Puainako 175 J in t r► 35 J 4-i 1 r+ 665 -► '.o o 1n 825 -► o ,n to Ponahawai 310 --, to I) 0 355 —0 440 7 N v rn 15 1 ~ 190 Z M M 10 1 `� `� N r r T MOHOULI ST KUKUAU ST MOHOULI ST • KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR . PM PEAK HOUR 2017 BACKGROUND TRAFFIC FORECAST FIGURE 7 KUKUAU ST KUKUAU ST to mauka to mauka co 4- 24 f- 12 MOHOULI ST 4-1 MOHOULI ST MOHOULI ST 4-' to Kaumana 3 1 3 .4 32 -4 KUKUAU ST KUKUAU ST N t , .1 LP j FIRE DEPT l� FIRE DEPT t r► SITE t SITE co co PROJECT - PROJECT SITE SITE `N t- 38 f- 32 ,. t- 41 N 4-- 39 ,_, 4J KOMOHANA ST 4-1 4-1 3 1 ti to Puainako 35 1 t-, 5 1 15 -► _ • 15 -+ to Ponahawai 45 --0 40 -,N- 11 ,11 1 `V 27 1 `V MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR 2017 UHH PROJECTS GENERATED TRAFFIC FORECAST FIGURE 8 'v.,..,,...w ,.. ,- ...,...,r..... i ...-.......+ ` J a.-..,,»! ETY l.a.—....-Ji....:...ewJ ^r.i b...�...� p...�...w...J� '�..w.�.�wWJt t i ..I,I'u+�wv.�+ • KUKUAU ST KUKUAU ST to mauka - to mauka ,- 5 4- 3 MOHOULI ST MOHOULI ST MOHOULI ST to Kaumana 1 -4 5 -4, KUKUAU ST - KUKUAU ST t. • in 1 co t 4 1-► 1 5 FIRE DEPT 1-0 1 42 FIRE DEPT r SITE r SITE , CV CO PROJECT PROJECT SITE SITE t 9co t 3 ~ °' 3 m ' 4- 9 N 4- 4-1 KOMOHANA ST 4-I 1 '-+ 26 J I to Puainako 11 J t 1 -► to Ponahawai 9 -' .4 MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR 2017 FIRE ADMINISTRATION SUPPORT COMPLEX (PHASE 2) TRAFFIC FORECAST FIGURE 9 KUKUAU ST KUKUAU ST to mauka to mauka MOHOULI ST MOHOULI ST MOHOULI ST • to Kaumana KUKUAU ST KUKUAU ST FIRE DEPT FIRE DEPT SITE SITE PROJECT PROJECT SITE SITE 4-• 86 4- 105 4- 402 4- 537 c 19 KOMOHANA ST I" 135 r0 to Puainako r+ 230 -o 290 -o to Ponahawai 213 -0 co 271 -0 co MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK.HOUR 2017 WAILANI (PHASE 1) TRAFFIC FORECAST FIGURE 10 ..........-. ... ...M.....� %-_.....-.»..+ ..._. ..-._._..,. ...�._..-.r 1..��.�..� � m+ L...�......dL......1rr.w,...± ':,s..�..md :.....d ' KUKUAU ST KUKUAU ST to mauka to mauka 0 0 o t 5 N o t 5 co MN 4— 570 +- 335 . MOHOULI ST 4-' 1 '-► l 50 MOHOULI ST MOHOULI ST 4-' 1 '-+. 1 20 10 1 +-, t r► to Kaumana 55 1 *, I r► 255 -► 490 --' 0 0 co Ln co 0 1 N N co 85 1 KUKUAU ST KUKUAU ST Lo 0 CD LO LO L t 1 VIM t. 4 I L-► 1 5 FIRE DEPT I L► j 40 FIRE DEPT I r► SITE I r+ SITE LO oL N CNoM PROJECT PROJECT SITE SITE l o t 15 0 0 o t 20 o in Lo t 10 0 0 o t 65 N M ' 4- 315 . 0 "' N 4- 490 `- `- f- 980 CO N - 1210 4-I I I-+ t 175 1 _ '-0 1- 25 KOMOHANA ST 4-' 1 '-► r 275 4-' 1 '-' .0 20 160 1 4-, t r' 10 1 4, t r► to Puainako 220 1 I, t r► 40 1 -, t r 905 -► moil) 1030 to Ponahawai 565 o o u) 675 -4 N 450 1 N 15 7 ' r- 205 Z M M 10 Z MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR 2017 AMBIENT TRAFFIC FORECAST FIGURE 11 i,.,.—,...... w... o.......,...,... 6....._...w7.+. I..�e....,� -...,...J �w...e.o..' Iw=......wa� ��..uc-r r m,......� 1 L.--; • • KUKUAU ST KUKUAU ST to mauka to mauka ,— 6 r- 6 MOHOULI ST MOHOULI ST MOHOULI ST • to Kaumana 6 6 --0 KUKUAU ST KUKUAU ST CC CO t t 6 6 �► t 29 FIRE DEPT L► t 42 FIRE DEPT r SITE SITE N M PROJECT PROJECT SITE SITE t 3 co o t 7 7 •— 3 4 1 KOMOHANA ST 4-1 1 Li 29 J t to Puainako 18 J t 0 4 —► to Ponahawai N 4 -* MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR 2017 PROJECT GENERATED TRAFFIC FORECAST FIGURE 12 . 1L..r._; L.,.x...od {....sww'' I a,—.J 'w...m.' t`__ ( .i KUKUAU ST KUKUAU ST to mauka to mauka 0 0 o t 5 ,n o ,a, t 5 co VI N 575 N *-- 340 MOHOULI ST 4-' 1 '-+ 1. 50 MOHOULI ST MOHOULI ST I-' 1 '-► 1. 20 10 1 *, t r to Kaumana 55 i f, I r 260 -' cn u� 0 495 -' N N coo 85 1 cn 0 1 KUKUAU ST KUKUAU ST LI) in in o t 10 co o t 10 1 i-► l 35 FIRE DEPT 1 1-0 1- 85 FIRE DEPT t r SITE I r SITE 0 M coco PROJECT PROJECT SITE SITE o Ln ,n t 15 0 0 o t 20 0 in o t 15 0 0 o t 65 co M 1- 315 0 "' N4- 490 N N 4-- 980 M N •,-- 4-- 1220 4-' 1 '-, t 175 4-' 1 '-, 1 25 KOMOHANA ST 4-' 1 1 275 1 '-, 1 20 185 . 1 4, t r 10 1 F-, I r to Puainako 240 1 4-, I r 40 1 4-i I r 905 -+ Ln• o In 1035 --,COo ,n ,n to Ponahawai 565 -+ o in Ln 680 -► o 450 1 CO 15 1 `- ' 1.-- 205 1 M M 10 1 1.0 N MOHOULI ST KUKUAU ST MOHOULI ST KUKUAU ST .to makai to makai to makai to makai AM PEAK HOUR PM PEAK HOUR 2017 TOTAL WITH PROJECT FORECAST FIGURE 13 x 2' 4'. g I Tables I r1 U I U . ri Li i iC)1 7] , ' 1 TABLE 1 = TRIP GENERATION AND TRIP DISTRIBUTION ANALYSIS TRIP DISTRIBUTION 'J Direction of Travel Mohouli Mohouli Komohana Komohana _ TRIP GENERATION ANALYSIS Mauka Makai North South 150 MULTI-FAMILY RESIDENTIAL UNITS AM PEAK HOUR T = 0.08X i T = 12 20% 30% 20% 30% 45% in 5 1 2 1 2 20% 30% 20% 30% 55% out 7 1 2 1 2 II PM PEAK HOUR T = 0.11X T = 17 5% 40% 25% 30% 61% in 10 1 4 3 3 10% 32% 25% 33% 39% out 6 1 2 - 2 2 100 ADULT DAY CARE ENROLLMENT = 79 ATTENDANCE • .; AM PEAK HOUR T = 0.90X T = 71 11% 20% 5% 64% 59% in 42 5 8 2 27 16% 25% 12% . 47% 41% out 29 5 7 3 14 i . PM PEAK HOUR T = 0.93.X ! T = 73 16% 25% 12% 47% i 44% in 32 5 8 4 15 11% 20% 5% 64% 5 56% out 41 5 8 2 26 i .z i r. . T CI { J 1 g{ S __3 t_ e TABLE 2 r1 SIGNALIZED INTERSECTION LEVEL OF SERVICE ANALYSIS -1 2009 2017 1 INTERSECTION EXISTING Ambient Total P. Approach/Movement LOS Delay LOS Delay LOS I Delay I AM PEAK HOUR KOMOHANA ST/MOHOULI ST D I 35.9 C 29.1 C 29.6 Mohouli St Eastbound D 52.7 C 34.4 D 35.2 ._.1 Left Turn E 59.8 D 42.0 D 43.1 Through E 64.3 D 44.2 D 45.4 I Right Turn C 28.1 B 16.6 B 17.2 _I Mohouli St Westbound D 42.1 C 30.3 C 30.9 Left Turn E 78.9 D 53.3 D 53.5 Through/Right Turn C 28.4 C 22.1 C 23.0 Komohana St Northbound C , 28.0 C 26.9 C 27.1 Left Turn B . 16.3 B 16.2 B 17.0 1 Through D 42.8 C , 34.7 D 35.0 _1 Right Turn A 9.1 B 14.9 B 15.4 Komohana St Southbound C 27.3 C 28.3 C 28.9 Left Turn C 33.1 D 36.5 D 36.6 _C. ' _Through/Right Turn C I 22.5 C 23.9. C 24.8 ' _i PM PEAK HOUR KOMOHANA ST/MOHOULI ST D I 46.5 D 40.6 D 44.3 Mohouli St Eastbound C 22.3 . C . 20.2 C 20.5 -1 Left Turn D . 48.6 D 45.6 D 47.0 J Through C 34.4 C • 32.1 C 32.2 Right Turn A 8.0 A 7.3 A 8.2 Mohouli St Westbound D 51:7 D 52.2 D 53.6 Left Turn F 93.1 E 69.8 E 71.5 Through/Right Turn C 22.8 D 40.5 D 42.0 Komohana St Northbound D 38.4 C 31.2 C 32.7 Left Turn E 75.9 E 64.0 E •66.8 Through D 37.2 C 27.8 . C 28.2 1 Right Turn A 5.9 A ' 5.1 A 5.2 Komohana St Southbound E 60.0 D 46.2 E 55.0 Left Turn C 22.7 . D 37.0 D 38.3 1 Through/Right Turn E 69.8 D 48.7 E 59.6 1 I f I I rif , 1 ,D i TABLE 3 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE (LOS)ANALYSIS PEAK HOUR/INTERSECTION 2009 2017 TA. Approach/Movement Existing Ambient Total i AM PEAK HOUR LOS Delay LOS Delay LOS Delay KOMOHANA ST/KUKUAU ST Kukuau St Eastbound UTh F 66.5 F >100 F >100 Kukuau St Eastbound RT B 11.0 F >100 F >100 Kukuau St Westbound C 25.0 F >100 F >100 Komohana St Northbound LT A 8.3 A 8.9 A 8.9 Komohana St Southbound LT B 10.2 B 14.1 B 14.2 MOHOULI ST/KUKUAU ST Kukuau St Eastbound C 22.2 D 26.8 D 27.3 Kukuau St Westbound B 13.3 B 14.4 B 14.6 Mohouli St Northbound LT A 8.6 A 8.8 A 8.8 r- Mohouli St Southbound LT A 8.7 A 8.2 A 8.2 MOHOULI ST/PROJECT ACCESS NA Project Access LT C 17.2 C 22.4 I Project Access RT B 10.3 B 10.4 I Mohouli St Eastbound LT A 8.1 A 8.2 -} PM PEAK HOUR LOS Delay LOS Delay LOS Delay KOMOHANA ST/KUKUAU ST ' Kukuau St Eastbound L/Th F 56.1 F >100. F >100 Kukuau St Eastbound RT C 15.6 E 36.2 E 36.8 t Kukuau St Westbound E 42.8 F >100 F >100 Komohana St Northbound LT A 9.6 B 13.8 B ' 13.9 Komohana St Southbound LT A 8.4 B 10.1 B 10.1 I MOHOULI ST/KUKUAU ST A Kukuau St Eastbound C 15.2 C - 17.0 C 17.2 Kukuau St Westbound C 15.8 C 17.5 C 17.7 Mohouli St Northbound LT A 8.1 A 8.2 A 8.2 Mohouli.St Southbound LT A 8.4 A 8.6 A 8.6 • MOHOULI ST/PROJECT ACCESS NA Project Access LT C 22.4 D 29.5 Project Access RT B 11.8 B . 12.0 Mohouli St Eastbound LT A 9.0 A 9.2 i z. a 4. P t i I _ 3 1 g 1, , -- ir Fl Appendix A Traffic Turning Movement Counts ,L. Li ] t_ A 1 7.. r i C , i.. ] : , I-I Li, 1 71--- i . 1 i : 1 i 1 .,_. • TRAFFIC TURNING MOVEMENT COUNT IWAILANI LLC TIAR 'C.--) 4- --10.TO PUNA TO HAMAKUA LOCATION: Komohana-Street/Mohouli Street 1 7 8 9 DATE: Wednesday,September 9,2009 1 I . .1 TIME: 6:30a-8:30a/3:30p-5:30p 1 I L 10 WEATHER: Clear/Cloudy 2 —' 4--- 11 RECORDER: Carole Darby 3 1. t 12 KOMOHANA 1 h T r STREET 4 5 6 r-iMOHOULI STREET 1TIME MOVEMENT NUMBER PERIOD 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 6:30-6:45a 20 116 47 15 17 21 40 58 1 0 39 12 386 6:45-7:OOa 19 142 65 11 20 21 63 67 0 0 42 32 482 7:00-7:15a 33 144 98 21 24 25 50 82 2 0 39 25 543, 7:15-7:30a 30 159 121 23 27 52 28 99 2 1 46 38 626 1 7:30-7:45a 31 169 116 36 37 48 46 82 4 4 34 42 649 7:45-8:OOa 27 136 68 37 43 54 45 92 1 1 53 42 599 8:00-8:15a 29 118 52 19 27 35 25 74 1 0 80 22 482 8:15-8:30a 17 81 37 22 19 13 27 60 3 1 44 22 346 ci-' 6:30-8:30a 206 1065 604 184 214 269 324 614 14 7 377 235 4113 7:00-8:OOa 121 608 403 117 131 179 169 355 9 6 172 147 2417 PHF 0.896 0.797 0.966 0.846 TIME MOVEMENT NUMBER -- PERIOD 1 2 3 4 5. 6 7 8 9 10 11 12 TOTAL 3:30-3:45p 38 96 37 46 67 36 44 43 0 3 104 41 555 3:45-4:OOp 38 62 33 36 58 22 42 36 4 5 113 31 480 4:00-4:15p 43 75 39 40 61 22 45 30 2 2 122 39 520 4:15-4:30p 29 69 34 56 79 36 25 36 , 0 1 116 28 509 4:30-4:45p 39 72 45 98 76 21 42 48 1 0 '121 31 594 4:45-5:OOp 44 81 45 83 75 22 36 42 3 4 126 36 597 5:00-5:15p 46 59 52 61 90 30 38 30 1 1 127 35 570 5:15-5:30p 40 62 40 44 71 21 36 34 1 0 101 18 468 3:30-5:30p 317 576 325 464 577 210 308 299 12 16 930 259 4293 4:15-5:15p 158 281 176 298 320 109 141 156 5 6 490 `130 2270 PHF 0.904 0.932 0.83 0.943 i C . [3F 1 . ' TRAFFIC TURNING MOVEMENT COUNT _- ITO DOWNTOWN HILO KUKUAU STREET LOCATION: Kukuau Street/Komohana Street 7 8 9 DATE: December 13,2007,Thursday 4-1 1 4 `I TIME: 6:30a-8:30a/3:30p-5:30p 1 J t 10 WEATHER: Clear 2 -, I- 11 RECORDER: Robert Miguel(1-6)/Carole Darby(7-12) 3 -1 l 12 KOMOHANA '-I r r' STREET 4 5 6 ..] . TO DEAD END OF STREET 1 .._, TIME MOVEMENT NUMBER PERIOD 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 6:30-6:45a 1 42 2 3 8 5 2 1 1 1 127 0 193 6:45-7:00a • 1 57 2 6 3 5 10 1 1 1 149 0 236 7:00-7:15a 2 70 4 3 11 9 8 4 3 3 173 2 292 7:15-7:30a 11 74 1 7 10 13 18 3 1 6 188 4 336 C.-:' 7:30-7:45a 9 63 8 6 13 18 22 5 2 4 190 1 341 7:45-8:00a 3 71 5 5 15 14 22 3 2 4 210 4 358 i8:00-8:15a 10 75 6 7 5 6 6 5 1 2 170 2 295 8:15-8:30a 2 72 6 6 5 2 3 1 0 7 111 5 220 6:30-8:30a 39 524 34 43 70 72 91 23 11 28 1318 18 2271 l 7:00-8:00a 25 278 18 21 49 54 70 15 8 17 761 11 1327 -i PHF 0.933 0.905 ..1. , TIME 1TIME MOVEMENT NUMBER PERIOD 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL 3:30-3:45p 6 161 10 2 7 6 5 12 1 4 104 5 323 3:45-4:00p 5 129 10 6 7 4 7 10 2 5 105 9 299 4:00-4:15p 4 153 13 1 3 4 6 4 2 1 89 4 284 4:15-4:30p 2 125 15 3 7 8 4 9 1 5 68 7 254 4:30-4:45p 6 165 17 2 5 5 7 16 0 2 90 10 325 4:45-5:00p 7 146 15 2 7 7 4 10 2 1 102 7 310 5:00-5:15p 7 145 14 3\ 1 8 6 17 1 2 75 10 289 5:15-5:30p 7 102 14 2 7 4 5 11 3 6 80 10 251 3:30-5:30p 44 1126 108 21 44 46 44 89 12 26 713 62 2335 4:15-5:15p 22 581 61 10 20 28 21 52 4 10 335 34 1178 PHF 0.883 0.861 .. 3 .1 ,. II 1 (71-) TRAFFIC TURNING MOVEMENT COUNT F T TO DOWNTOWN HILO KUKUAU STRRET LOCATION: Kukuau Street/Mohouli Street 7 8 9 DATE: December 12,2007,Wednesday 1-1 I 1 TIME: 6:30a-8:30a/3:30p-5:30p 1 ? t 10 WEATHER: Clear 2 -' 4- 11 - RECORDER: Robert Miguel 1 6 (Carole Darby(7-12) 3 1 t 12 IMOHOULI 4-I I N STREET 4 5 6 l 1 TO DEAD END OF STREET __I TIME MOVEMENT NUMBER 1 PERIOD 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL i 6:30-6:45a 7 108 0 1 2 7 0 0' 2 0 33 0 160 6:45-7:00a 2 155 1 2 1 9 4 1 1 1 35 3 215 I 7:00-7:(15a 3 126 0 3 6 9 6 4 2 0 39 4 202 Jt 7:15-7:30a 14 130 2 8 9 15 " 5 1 0 0 56 1 241 7:30-7:45a 14 99 0 5 8 14 8 1 1 2 54 4 210 7:45-8:00a 9 89 3 4 7 13 10 0 0 1 58 2 196 8:00-8:15a 5 88 1 2 5 10 4 4 0 1 66 6 192 8:15-8:30a 3 73 3 4 5 6 5 3 0 0 42 5 149 6:30-8:30a 57 868 10 29 43 83 42 14 6 5 383 25 1565 7:00-8:00a 40 444 5 20 30 51 29 6 3 3 207 11 849 PHF 0.837 0.921 iTIME MOVEMENT NUMBER PERIOD 1 2 3 4 ' 5 6 7 8 9 10 11 12 TOTAL I3:30-3:45p 4 67 1 2 6 • 8 , 5 6 1 1 79 6 186 3:45-4:00p 1 55 0 0 4 4 11 4 0 1 86 13 179 4:00-4:15p 2 55 4 0 2 5 5 4 0 1 93 6 177 I4:15-4:30p 1 46 3 1 3 5 8 4 0 1 108 12 192 4:30-4:45p 2 56 1 0 1 6 14 7 0 0 143 18 248 1 4:45-5:00p 3 65 2 2 2 6 14 4 2 0 119 13 232 i 5:00-5:15p , 5 65 3 2 2 6 15 2 0 0 124 9 233 5:15-5:30p . 5 61 1 0 3 7 14 6 0 0 104 13 214 3:30-5:30p 23 470 15 7 23 47 86 _37 3 4 , 856 90 1661 j 4:30-5:30p 15 247 7 4 8 25 57 19 2 0 490 ` 53 927 C--- PHF 0.921 0.843 , .I I 1 ri U,. ,- -1 • ri LI . I, Appendix B Existing Traffic d . • Level of Service (LOS) Calculations ] n U I Li , l,i - - n LI Ti u ._, , 1 71 } . 1 C : r.- , 1 :_, J Timings ri 3: mohouli & Komohana 7/31/2011 r \ - - 4- 4\ f 1 Li Larwearpo '`:r_ tuatToSEBR-. .:W L:r'._wBrr fB.L = NBT. , t1BR :- BL z t3I Lane Configurations 'II t r 11 t iii 4 r "I I+ Volume(vph) 10 355 170 115 130 120 610 405 145 170 1. Turn Type Prot custom Prot pm+pt Perm pm+pt Protected Phases 7 3 5 2 1 6 Permitted Phases 4 4 8 2 2 2 6 6 i Detector Phase 7 4 4 3 8 5 2 2 1 6 ISwitch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.5 32.5 32.5 9.5 32.5 9,5 32.5 32.5 9.5 32.5 Total Split(s) 10.0 37.4 37.4 17.0 44.4 10.9 56.0 56.0 13.3 58.4 ,_I Total Split(%) 8.1% 30.2% 30.2% 13.7% 35.9% 8.8% 453% 45.3% 10.8% 47.2% Yellow Time(s) 3.7 4.5 4.5 4.5 4,5 4.5 4.5 4.5 3.7 4.5 All-Red Time(s) 0.3 1.0 1.0 0.3. 1.0 0.3 1.0 1.0 0.3 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Total Lost Time(s) 4,0 5.5 5.5 4.8 5.5 4.8 5.5 5.5 4.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag 1 Lead-Lag Optimize? Recall Mode None None None None None None Max Max None Max Act Effct Green(s) 5.8 28,6 28.6 11.4 42.9 57,8 50.9 50.9 63.5 53.0 , - Actuated g1C Ratio 0.05 0.24 0.24 0.10 0.36 0.48 0.42 0.42 0.53 0.44 v/c Ratio 0,13 0.87 0.43 0.74 0.52 0.22 0.84 0.51 0.69 0.23 -° Control Delay 59.8 64.3 28.1 78.9 28.4 16.3 42.8 9.1 33.1 22.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.8 64.3 28.1 78,9 28.4 16.3 42.8 9.1 33.1 22.5 C; LOS E ECECBD ACC Approach Delay 52.7 42.1 28.0 27.3 Approach LOS D D C C t� 1nterseorion Suchmary_:.:------ _ . _ . . _ - Cycle Length:123.7 7-1 Actuated Cycle Length:119.8 VJ Natural Cycle:85 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.87 Intersection Signal Delay:35.9 Intersection LOS:D Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period(min)15 Splits and Phases: 3:mohouli&Komohana ml 1 I 02 C o3 04 j 1:334;41I15 �`-��,.-.:. ,.x:t_� _�: vjic .._..-A ...* - . .-. __. :`1 f 1.Z-S'-_„tianl tWAVi fes. ga _, -.E'..,r...._..._zi 41 4\ m5 Li _m_6 07 08 -t 0:911 i 9S`-=:.A _. -} r.... _ :_ _ -; -:5 klit 1 1.44 1,4 .-. . ._-v _..t,. .L 2#-._ z-si._7 z i c; ftt 2009 existing am 7/31/2011 Baseline Synchro 7- Report Page 1 2 • 1 HCM Unsignalized Intersection Capacity Analysis 6: kukuau & Konohana 7131/240/1 1 , - i FffieriiifiWfifttkaeltWtfiatttibWttiSKTEMIKMlitiEgalgaiiikk-ligffailllStittek Lane Configurations • 4 r 4 it 'i 414 'I +1+ Volume(veh/h) 20 50 55 10 15 75 10 760 15 25 310 20 Sign Control Grade Stop Stop Free 0% Free 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 Hourly flOw rate(vph) 22 54 60 11 16 82 11 826 16 27 337 22 -1 Pedestrians 50 50 50 50 Lane Width(ft) 12.0 12.0 12.0 12.0 Walking Speed(ft/s) 4.0 4,0 4.0 4.0 71 Percent Blockage 4 4 4 4 Right turn flare(veh) Median type None None -Li Median storage veh) Upstream signal(ft) 1113 pX,platoon unblocked vC,conflicting volume 945 1366 279 1206 1369 521 409 892 ' 1 vC1,stage 1 conf vol vQ2,stage 2 off vol vCu,unblocked vol 945 1366 279 1206 1369 521 409 892 --, tC,single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 j tC,2 stage(s) tF(s) 3.5 J 4.0 3.3 3.5 4,0 3.3 2.2 2.2 p0 queue free% 84 57 91 85 87 82 99 96 cM capacity(veh/h) 134 128 659 71 127 459 1099 724 k--.; biiialibri,itriOZI: laVgEB.;11-2-,fitnAioitAI‘;-.... ,IWBIX-::',..V'f;.: X13V4Nt14iSz:;S8.11:;,;;.tag.SiTtkii.;Y:s, "&q.:_ok, Volume Total 76 60 27 82 11 551 292 27 225 134 ' 1 Volume Left 22 0 11 0 11 0 0 27 0 0 Volume Right 0 60 0 82 0 0 16 0 0 22 cSH 129 659 96 459 1099 1700 1700 724 1700 1700 -I Volume to Capacity 0.59 0.09 0.28 0.18 0.01 0.32 0.17 0.04 0.13 0.08 .._I Queue Length 95th(ft) 74 7 26 16 1 0 0 3 0 0 Control Delay(s) 66.5 11.0 56.3 14.5 8.3 0.0 0.0 10.2 0.0 0.0 Lane LOS F BF B A B i Approach Delay(s) 42.1 25.0 0.1 0.7 Approach LOS E C iiigreditjaitSiiiiiiiiiif,,ifli;?;: --;-:'::::::-7R:.1:,; :4,;:":-':c1,.'- -,-:'::.;- - :1,-.-.:-.6:---.".--',-:':,.---:: ,-"-'-':".:::•::.,,','--- ':-.:- ;•---:':-q•::.::5,..:.i-`7:4'..i:WM;ti-igl': ': ' I Average Delay 5.9 Intersection Capacity Utilization 5.5.5% ICU Level of Service B Analysis Period(min) 15 I • ._ L: 2009 existing am 7/31/2011 Baseline Synchro 7- Report Page 1 _, 1 ' HCM Unsignalized Intersection Capacity Analysis 1 71 20: kukuau st & mohouli st 7131/2011 t IP 41 L..I M-4,AriiaiRNPZERMeiginta-VEMSaggitWgtqi9gitg-AartiNWINOSR_OWKIEgaYiMeVlat Lane Configurations 4+ 4+ ) I+ 1 1 volume(veh/h) 20 30 55 3 5 30 10 230 85 45 500 5 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 1 Hourly flow rate(vph) 22 33 60 3 5 33 11 250 92 49 543 5 1 Pedestrians Lane Width(ft) Walking Speed(ft's) 1 ri - i Percent Blockage Right turn flare(veh) Median type None None ,--1 Median storage veh) Upstream signal(ft) pX,platoon unblocked vC,conflicting volume 951 1008 546 1035 965 296 549 342 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 951 1008 546 1035 965 296 549 342 .._.. tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3. 2.2 2.2 p0 queue free% 90 86 89 98 98 96 99 96 --I r-- cM capacity(veh/h) 216 228 537 160 242 743 1021 1217 Direction 14.afac:',.. .::3,;=:;;',-. .:;.•,.:.Eflifi:i:!:-,f;WB.:43-:!::'1,W4`:P;:-.11B,-2 -;.:.::-80-:.t-.=,1-,.::413..:47.: ::'_4; :.:: Volume Total 114 41 11 342 49 549 I Volume Left 22 3 11 0 49 0 Volume Right 60 33 0 92 0 5 cSH 322 476 1021 1700 1217 1700 ri Volume to Capacity 0.35 0.09 0.01 0.20 0.04 0.32 ] Queue Length 95th(ft) 39 7 1 0 3 0 Control Delay(s) 22.2 13.3 8.6 0.0 8.1 0.0 Lane LOS C B A A ! Approach Delay(s) 22.2 13.3 0.3 0.7 -i Approach LOS C B ,--,-,----.-,--,- ----.-,---, : ....,..:i; ,, ..: _. . , ' , • , . . , . t: . . -5". :-.._f,,, ,:..", :,, ., ;',-,1,.,V., . , ...,-„,:, ,,,:..,-,...,,. IntOgAtiAl:$0133thatifi. i,":1,: -%.:-:'2....;::''...: :-"i':il:-.:__ ..:.•,..,. . - -':,:,.'::_..;;::;1:,;;::-.:,;:,1::-;',.;::.; ;,:,;.--:',.: Average Delay 3.2 Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period(min) 15 • 1 :_.1 1 i I 2009 existing am 7/31/2011 Baseline Synchro 7- Report Page 1 1 i / 8 .v Timings 3: �lohoU/i & Ko�lohaO8 7/31/2011 1C' � � � »�� �4-- �� t «�� _~ �~--0` �� "�� � I ''- MaratiMVMMIStifigelatiMOMMInetattragalfatiaMMMEWriaM Lane 1 + r vi 1+ ) + r 'i .t, Volume(vph5 155 140 300 320 160 280 175 130 490 i Turn Type Prot custom Prot pm+pt Perm pm+pt ` _I Protected Phases 7 3 5 2 1 6 Permitted Phases 4 4 8 2 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 / Switch Phase ' � Minimum Initial(s) 4.0 27.0 27.0 4.0 4.0 1 0 4.0 4.0 4 D 40. . . Minimum Split(s) 9.5 32.5 32.5 9.5 32.5 5,8 32.5 32.5 9,5 32.5 \ Total Split&d 9.5 32.5 32.5 24.2 47.2 11.6 35.1 35.1 13.2 38.7 : } Total Split(%) 9.0% 31.0% 31.0% 23.0% 45.0% 11.0% 33.4% 33.4% 12.6% 35.0% Yellow Time(s) 3.7 4.5 4.5 4.5 4.5 4.5 4.5 4.5 3.7 4.5 - 1 All-Red Time(s) 0.3 1.0 1.0 0.3 1.0 0.3 1.0 1.0 0.3 1.0 | Ln�Time Adua (s) 0.0 0.0 0.0 0.0 0,0 0.0 " 0.0 0,0 0.0 0.0 '�- Total Lost Time(s) 4.0 5.5 5.5 4.8 5.5 4.8 5.5 5.5 4.0 5.5 ' Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag 1 iLood'LagOpUmbm? ' Recall Mode None None None None None None Max Max None Max Act EfctGman(s) 5.5 27.0 27.0 19.4 49.3 37.5 30.0 30.0 41.5 31.2 - Actuated giG Ratio 0.05 0.26 0.26 0.18 0.47 0.36 0.29 0.29 0.40 0.30 ) wcReUo 0.05 0.35 0.30 1.00 0.55 0.93 0.57 0.32 0.39 0.97 ' ^ ' Control Delay 48.6 34.4 8.0 93.1 22.8 75.9 37.2 5.9 22.7 80.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 . 1 Total Delay 48.6 34.4 8.0 93.1 22.8 75.9 37.2 5.9 22.7 69.8 V,___„-y' LOS DC A F C ED A CE Approach Delay 22.3 51.7 38.4 80.8 / Approach LOS C 0 D E -^ m ,q; Cycle Length:105 ' Actuated Cycle Length:105 ` Natural Cycle:105 -- Control TypeSemi Act-Uncoord . Maximum v/c Ratio:1.00 / IntemaoUun Signal Delay:46.5 Intersection LOS:D _.1 Intersection Capacity Utilization 91.2% (CU Level of Service F Analysis Period(mm ) 15 SplitsPhases: . and3'mohnuU&Kbmohono -� »n� � � uU K m2 Se. 114 iatiM.F1 1 , �� U �� � x 6. 4' mG ~~ 07 08 HN:g814 }TWA I M i . � 2009 existing pm 7/31/2011 Baseline Synchro 7- Report ' Page ) ' I HCM Unsignalized Intersection Capacity Analysis r- 6: kukuau & Komohana 7/3112011 I f -70 'N' C 4-- 4.' 4\ t P \* 4' 4/ -'11 ~'';C�---�=-reJ�'�_ ,r. =z"_�-li-;- r� r'S:.i?t�-R, :::L<.� - :1e,. P .'A'«.�'vr Vii:?F..- -s:'��'_^`^- I oiiel iit �¢:F-�_'t itat EBT. ... EBF . ...W t�._yltr3'L .,_ ert ..-1VBL TZliti _ _.=,.-u;M_8 �SB BR '- Lane Configurations 4 .j" 4 r ' I '1 1 Volume(veh/h) 10 20 30 4 50 25 35'" 350 10 20 580 60 t Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 11 22 33 4 54 27 38 380 11 22 630 65 Pedestrians 50 50 50 50 Lane Width(ft) 12.0 12.0 12.0 12,0 Walking Speed(ftts) 4.0 4.0 4.0 4.0 Percent Blockage 4 4 4 4 Right turn flare(veh) Median type None None . Median storage veh) \ j Upstream signal(ft) 1113 pX,platoon unblocked 0.90 0.90 0.90 0.90 0.90 0.90 vC,conflicting volume 1290 1274 763 1247 1301 486 746 441 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 1267 1249 763 1219 1279 375 746 326 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) • tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 84 84 91 95 58 95 95 98 if_'' ' cM capacity(veh/h) 69 134 371 93 128 556 826 1066 .-7 pirec_(iori ire#r-.' -f- X81 :` .ES 2 . WB I ,_ W82..:,NB I iNB 2- - SB.1._ ._:SB .-41:kg6:,-'2.i.i7:-•:: -•. ....r:`_.-: Volume Total 33 33 59 27 38 391 22 696 Volume Left 11 0 4 0 38 0 22 0 -1 Volume Right 0 33 0 27 0 11 0 65 oSH 102 371 125 556 826 1700 1066 1700 1 Volume to.Capacity 0.32 0.09 0.47 0.05 0.05 0.23 0.02 0.41 j Queue Length 95th(ft) 31 7 53 4 4 0 2 0 Control Delay(s) 56.1 15.6 57.2 11.8 9.6 0.0 8.4 0.0 Lane LOS F CF B A A i Approach Delay(s) 35.9 42.8 0.8 0.3 Approach LOS E E liitewction Summary-:.:.-:. `.r- k" . .. , $; Average Delay 5.1 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period(min) 15 l •-7 C. 2009 existing pm 7/31/2011 Baseline Synchro 7- Report Page I HCM Unsignalized Intersection Capacity Analysis 20: kukuau st & mohouli st. 7/31/2011 I (--------) •,..; 'A --N -N Yr 44- kh- 4\ t P \°' 4' d 1 NivilittatnaVgagangatgatinglitiggiraMMORIMENNOMIORMALWArdat ,A Lane Configurations 4+ 4+ 1 1+ Volume(vehlh) 4 10 25 2 20 55 50 435 ' 0 20 295 5 1 Sign Control Grade Stop Stop 0% Free Free 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 T-1 Hourly flow rate(vph) 4 11 27 2 22 60 54 473 0 22 321 5 LA Pedestrians Lane Width(ft) Walking Speed(ft/s) f 1 Percent Blockage j Right turn flare(veh) Median type None None I Median storage veh) Upstream signal(ft) pX,platoon unblocked vC,conflicting volume 1019 948 323 978 951 473 326 473 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 1019 948 323 978 951 473 326 473 --1 tC,single(s) 7.1 6.5 6.2 7.1 6,5 6.2 4.1 4.1 1 tC,2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 . , p0 queue free% 97 96 96 99 91 90 96 98 C' cM capacity(veh/h) 172 244 718 203 243 591 1234 1089 ' - aglitit010,NASa'.Q.::-g.E_KiA41,10.-Zottauffilizk4-4kivaas:zfigivaa.:;,:a-Noria.alaif;21?_kgme.,p.:Eg,j Volume Total 42 84 54 473 22 326 --I Volume Left 4 2 54 0 22 0 Volume Right 27 60 0 0 0 5 cSH 394 416 1234 1700 1089 1700 Volume to Capacity 0.11 0.20 0.04 0.28 0.02 0.19 _I Queue Length 95th(ft) 9 19 3 0 2 0 Control Delay(s) 15.2 15.8 8.1 0.0 8.4 0.0 Lane LOS C C A A Approach Delay(s) Approach LOS 15.2 15.8 0.8 C C 0.5 itikkektiaMiltaNgini:;-;a-a,::-i.,g3:1:444:4:gat'-=:-i;I:Z2'4:: 'SWZI-1:4-1-:':- :We- :;:`'Iagi'eagri-g--f3V;VR-4;i4-Ati -'1 i Average Delay 2.6 ._i Intersection Capacity Utilization 41.1% ICU Level of Service A Analysis Period(min) 15 • 1 1 - I 1 I 2009 existing pm 7/31/2011 Baseline Synchro 7- Report 1 I Page 1 • 1 i I ] . s 9 c,,,ij 9 • ri Appendix C Ambient Forecast Level of Service (LOS) Calculations ri . L t i a I C\ • 3 2 2 3 s Timings 3: mohouli•& Komohana 7/31/2011 f -- -N C t . t \ 4' ` ..�c �J�.�+-�.'..f-.i-b�. - ~:Y'^w > _ - ='(+='y .-„t � _.3.� :�-_'9�Py: fi�yl... r-_$. .��,�°}.p' '�,°"'.. �='?-'»r 4g - ' '-of "-�' _p.- : 'fir a - .�i3�..._ s r7 ti t.F'=--SM:.. �� i3 ��.:,v=����__-.,,,.R �:E6C.._.. .�Bl"z� �E13�..__ E..�,��)1�tBT.^.__NB,L_�_I�iBT� �_.1alBR �.-:��BL��-���,.�,�_�.x�:�`i,..�:���:. Lane Configurations li t r i1 t+ II 1+ r l 4'1 Volume(vph) 10 385 215 145 150 160 905 450 175 315 fl Turn Type Prot custom Prot pm+pt Perm pni+pt Protected Phases 7 3 5 2 1 6 Permitted Phases 4 4 8 2 2 2 6 6 i Detector Phase 7 4 4 3 8 5 2 2 1 6 Switch Phase Minimum Initials 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 Minimum Split(s) 9.5 32.5 32.5 9.5 32,5 9.5 25.0 25.0 9.5 25.0 1 Total Split(s) 9.5 32.5 32.5 11.0 34.0 13.9 34.5 34.5 12.0 32.6 : i Total Split(%) 10.6% 36,1% 36.1% 12.2% 37.8% 15.4% 38.3% 38,3% 13.3% 36.2% Yellow Time(s) 3.7 4.5 4.5 4.5 4,5 4.5 4.5 4.5 3,7 4,5 1 All-Red Time(s) 0.3 1.0 1.0 0.3 1.0 0.3 1.0 1.0 0.3 1.0 Lost Time Adjust(s) . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.0 5.5 5.5 4.8 5.5 4.8 5.5 5.5 , 4.0 5.5 Lead/Lag Lead , Lag Lag Lead Lag Lead Lag Lag Lead Lag 1 Lead-Lag Optimize? .__I Recall Mode . None None None None None None Max Max None Max Act Effct Green(s) 5.5 23.6. 23.6 6.2 32.8 38.4 29.1 29.1 37.2 27.7 1 Actuated g/C Ratio 0.06 0.27 0.27 0.07 0.38 0.44 0.34 0.34 0.43 0.32 1 v/c Ratio 0.10 0.82 0.46 0.64 0.63 0.36 0.83 0.67 0.75 0.32 Control Delay 42.0 44.2 16.6 53.3 22.1 16.2 _34.7 14.9 36.5 23.9 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.0 44.2 16.6 53.3 22,1 16.2 34.7 14.9 36.5 23.9 I LOS DD BD C BC BDC Approach Delay 34.4 30.3 26.9 28.3 j Approach LOS C C C C iIntersects Summary, _... ._. . . : : ... : .. . . ......__ . _:,.... ._ .:._:ja_ Cycle Length:90 i Actuated Cycle Length:86.8 j Natural Cycle:90 Control Type:Semi Act Uncoord Maximum v/c Ratio:0.83 1 Intersection Signal Delay:29.1 Intersection LOS:C Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period(min)15 i Splits and Phases: 3:mohouli&Komohana 10 t 02 ^.- ....' -_ ... . 03 04 Ii 3 rii {l 3f5. y.} l. r . .'l i `s ir. r - B, _ 4141rE +. 3i p 05 . / 06 07 08 I T -'-U; l _ i +r. fg_ moi 1'3.9 s .-1 (32 S .. . __.: :, :( 21.51.4:V.1 X34°�'r_ ... _:� .. _.{ . .. ;ti :! j t I ambient am 7 30/2011 Baseline Synchro 7- Re 2017 en ort! y P 1 Page 1 i I I HCM Unsignalized Intersection Capacity Analysis 6: kukuau & Komohana 816/2011 t'_.__. '-1 _,' Nt �+,- 4- 'day, t \* ir 41/ r1 • T Ett _.iEBT,1° ::ERMWBir-t4Vi � : VEgl _NBL_ „NBT. .- _.NBRR4 -SBL SBT `_SB Lane Configurations r 4 r "i 1 '1 1 -1 Volume(veh/h) 20 50 55 10 15 75 10 1030 15 25 00 20 Sign Control Stop Stop Free Free -. Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 22 54 60 11 16 82 11 1120 16 27 533 22 Pedestrians 50 50 50 50 Lane Width(ft) 12.0 12.0 12.0 12,0 Walking Speed(ftls) 4.0 4.0 4.0 { 4.0 1. Percent Blockage 4 4 4 4 : ) Right turn flare(veh) 2 1 Median type None None Median storage veh) Upstream signal(ft) 1113 pX,platoon unblocked 0.64 0.64 0.64 0.64 0.64 0.64 vC,conflicting volume 1847 1855 643 1864 1858 1228 604 1186 } vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 2039 2052 643 2064 2056 1077 604 1012 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 I tC,2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 0 0 86 0 46 48 99 94 _' cM capacity(vehlh) 6 30 435 0 30 157 933 423 1 ;;EB 1_- WS1.: N8 ..:1 NB 2 _:-SB't .:..' :SB-2. DirectlanCane;#:r.. : :,_ . . . ..._ . .J . ,. . Volume Total 136 109 11 1136 27 554 1 Volume Left 22 11 11 .0 27 0 --3 Volume Right 60 82 0 16 0 22 cSH 26 12 933 1700 423 1700 Volume to Capacity 5.23 8.99 0.01 0.67 0.06 0.33 I Queue Length 95th(ft) Err Err 1 0 5 0 Control Delay(s) Err Err 8.9 0.0 14.1 0.0 . Lane LOS F F A B 5 Approach Delay(s) Err Err 0.1 0.7 Approach LOS F F intetseciiori i.Summary :_ _ ._..._ . .... Average Delay 1239.8 Intersection Capacity Utilization 89.1% ICU Level of Service E Analysis Period(min) 15 Report Re 7-nchro 2017 ambient am 8/5/2011 Baseline Synchro p Page 1 { 1 a 3 HCM Unsignalized Intersection Capacity Analysis 20: kukuau st & mohouli st 7/31/2011 - .Nty 4- k- 4\ t l• i anent_ it .. :E131-:VEST._ EBR_._ .WBL 3 WBT._a 'WBRVIN_B_,f.ONAT, . NBR _._-,SBL ��-`-SST .. BR Lane Configurations 4 414 " 11 T Volume(veh/h) 20 30 60 3 5 30 10 .255 85 50 570 5 I Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 22 33 65 3 5 33 11 277 92 54 620 5 Pedestrians Lane Width(ft) Walking Speed(ft/s) Percent Blockage : Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX,platoon unblocked vC,conflicting volume 1065 1122 622 1155 1079 323 625 370 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 1065 1122 622 1155 1079 323 625 370 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) .l tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 88 83 87 97 97 95 99 95 C cM capacity(veh/h) 179 194 487 126 206 718 956 1189 Volume Total 120 41 11 370 54 625 Volume Left 22 3 11 0 54 0 Volume Right 65 33 0 92 0 5 cSH 283 422 956 1700 1189 1700 Volume to Capacity 0,42 " 0.10 0.01 0.22 0.05 0.37 Queue Length 95th(ft) 50 8 1 0 4 0 Control Delay(s) 26.8 14.4 8.8 0.0 8.2 0.0 • Lane LOS D B A A Approach Delay(s) 26.8 14.4 0.3 0.7 Approach LOS D B Intersections nimary Average Delay 3.6 } Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period(min) 15 C`. 2017 ambient am 7/30/2011 Baseline Synchro 7- Report Page 1 1 J Ci HCM Unsignalized Intersection Capacity Analysis 7/31/2011 23: mohouli & project access r '..�+ Y 'a-..S ' _. �• { 3 3 Lir.. .-,ap t. Y ew � 4 �` .� .� k��.f"S, --Y' '�4. t .'Tx':`F$"`4 y o '- Ml-,. gt:Mt -BT i WBR- SBL t. k fes: _ 5 :z z..� Lane Configurations ) 4 11 r Volume(vehlh) 5 570 315 40 '5 1 L Sign Control Grade Free Free Stop 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 1. Hourly flow rate(vph) 5 620 342 43 5 1 Pedestrians Lane Width(ft) Walking Speed(ft/s) i Percent Blockage _ Right turn flare(veh) Median type None None --1 Median storage veh) Upstream signal(ft) 854 pX,platoon unblocked 0.99 0.99 0.99 ', vC,conflicting volume 386 995 364 I vC1,stage 1 conf vol _J vC2,stage 2 conf vol vCu,unblocked vol 374 989 352 - i tC,single(s) 4.1 6.4 6.2 i tC,2 stage(s) ' • tF(s) 2.2 3.5 3.3 p0 queue free% 100 98 100 cM capacity(vehlh) 1172 269 684 Direction;Lan' .#_':..,--t:. ' _.:_EB.1 ; EB ...VNB=1 =SB 1 .._. SB 2. .._ _._.... - _..r S'...t`z, Volume Total 5 620 386 5 1 1 Volume Left 5 0 0 5 0 _._J Volume Right 0 0 43 0 1 cSH 1172 1700 1700 269 684 Volume to Capacity 0.00 0.36 0.23 0.02 0.00 Queue Length 95th(ft) 0 0 0 2 0 Control Delay(s) 8.1 0.0 0.0 18.6 10.3 Lane LOS A C B Approach Delay(s) 0.1 0.0 17.2 Approach LOS C i itersecion.Suin ary.:.-.:._. -._.. ... _ .__ Average Delay 0.2 Intersection Capacity Utilization 40.0% ICU Level of Service A Analysis Period(min) 15 , _._.3 2017 ambient am 7/30/2011 Baseline Synchro 7 Report Page 1 1 Timings 3: mohouli & Komohana 8/13/2011 ':I a- iti[B_T "NB N � NBR kB Lane Configurations 'Pi t r vi I I fit re iii ft* f- Volume(vph) '15 175 190 350 350 220 565 205 275 980 Turn Type Prot custom Prot pm+pt Perm pm+pt Protected Phases 7 3 5 2 1 6 Permitted Phases . 4 4 8 2 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -� Minimum Split(s) 9.5 32.5 32.5 9.5 32.5 9.5 32.5 32.5 9.5 32.5 Total Split(s) 9.5 32,5 32.5 15.4 38.4 13.3 34.1 34.1 13.0 33.8 Total Split(%) 10.0% 34.2% 34.2% 16.2% 40.4% 14.0% 35.9% 35.9% 13.7% 35.6% Yellow Time(s) 3.7 4.5 4.5 4.5 4.5 4.5 4.5 4.5 3.7 4.5 All-Red Time(s) 0.3 1.0 1.0 0.3 1.0 0.3 1.0 1.0 0.3 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.0 5.5 5.5 4.8 5.5 4.8 5.5 5.5 4.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None None None Max Max None Max Act Effct Green (s) 5.5 20.3 20.3 10.7 32.3 38.1 28.8 28.8 39.1 28,5 Actuated g/C Ratio 0.06 0.23 0.23 0.12 0.36 0.43 0.32 0,32 0.44 0.32 *Ratio . 0.15 0.45 0.40 0.92 0.86 0.93 0.53 0.34 0.80 0.95 Control Delay 45.6 32.1 7.3 69.8 40.5 64.0 27.8 5.1 37.0 48.7 CQueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0. :; Total Delay . 45.6 32.1 7.3 69.8 40.5 64.0 27.8 5.1 37.0 48.7 LOS DC A ED EC A DD Approach Delay 20.2 52.2 31.2 46.2 Approach LOS C D C D Intersection Summary_ . :< .: .... . ::. : _ -,: ..•.. .__ .... --.._ 1. __._._ ........ Cycle Length:95 Actuated Cycle Length:88.9 Natural Cycle:95 Control Type:Semi Act-Uncoord Maximum v/c Ratio: 0.95 Intersection Signal Delay:40.6 Intersection LOS:D Intersection Capacity Utilization 88.5% ICU Level of Service E Analysis Period(min)15 Splits and Phases: 3}:mohouli&Komohana I I L 4\ 05 06 07 08 1 :a =f l i3 fre :_... . .. .... 1 L9.5s:_=l j39'4-i-it,,,a4..rA " . .. .s ogo • C ,----- 2017 ambient pm 8/6/2011 Baseline Synchro 7 Report Page 1 n I HCM Unsignalized Intersection Capacity Analysis 1 6: kukuau & Komohana 817/2011 . '-(-72-) f -0* -N C I- k- 4\ t /* \* 1 R���y�+p�., pt f�,�}T pp _ gyp �,�p pp r _ pa M�[sv�.i ty"' �x =i t:,._�. _EBL.�G:�. B.T`: :.EBR:..:i WBL-�: 99B L _s.Wf ig_ {-tati ij --.wQ[1_,.,. _4r- 'n$ �x'1$11 I� ` Lane Configurations 4 r 4 r '1 I Ti Volume(veh/h) 10 20 30 4 50 25 40 675 10 20 1210 65ni Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 1 Hourly flow rate(vph) 11 22 33 4 54 27 43 734 11 22 1315 71 Pedestrians - 50 50 50 50 Lane Width(ft) 12.0 12.0 12.0 12.0 Walking Speed(ffls) 4.0 4.0 4.0 4.0 Percent Blockage 4 4 4 4 Right turn flare(veh) 1 Median type - None None Median storage veh) Upstream signal(ft) 1113 pX,platoon unblocked 0.75 0.75 0.75 0.75 0.75 0.75 vC,conflicting volume 2342 2326 , 1451 2296 2355 839 1436 795 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 2627 2606 1451 2566 2646 615 1436 555 tC,single(s) 7.1 6.5 6.2 7,1 6.5 6.2 4.1 4.1 tC,2 stage(s) tF(s) 3.5 4.0 . 3.3 3.5 4.0 3.3 2.2 2.2 Cp0 queue free% 0 0 78 0 0 92 90 97 cM capacity(vehlh) 0 15 147 0 14 337 453 726 Direction,Lane# . - ..'._ EB 1 .EB_2=,..`.W$1 .: NB 1 NB2: SB1:.: :_SB:2 . . :.: . _v_: t gr .' Volume Total 33 33 86 43 745 22 1386 Volume Left 11 0 4 43 0 22 0 .. Volume Right 0 33 27 0 11 0 71 GSH 0 147 1 453 1700 726 1700 Volume to Capacity Err 0.22 168.36 0.10 0.44 0,03 0.82 Queue Queue Length 95th(ft) Err 20 Err 8 0 2 0 Control Delay(s) Err 36.2 Err 13.8 0.0 10.1 0.0 Lane LOS F EF B B Approach Delay(s) Err Err 0.8 0.2 Approach LOS F F Inters ct1on�Sttrri nar,/ -- ..... -- - -_ ..._.........r . . Average Delay Err Intersection Capacity Utilization 101,2% ICU Level of Service G Analysis Period(min) 15 ' i C' 2017 ambientP m 8/6/2011 Baseline Synchro 7- Report Page 1 i 1 HCM Unsi'gnalized Intersection Capacity Analysis ri = 20: kukuau st & mohouli st 8/7/2011 (7'1 t t NraidiMifigiZgUigRZW:i5Atiaatt.':,:fii'alktkiWar4INWRif-MiiifiletagiEffEiteratittagaitailkaaUg_ Lane Configurations 4 4 '11 t) Volume(vehlh) 4 10 25 2 20 60 55 490 0 20 335 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 -0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 4 11 27 2 22 65 60 533 0 22 364 5 Pedestrians Lane Width(ft) _ Walking Speed(ftls) Percent Blockage Right turn flare(veh) Median type None None • Median storage veh) Upstream signal(ft) pX,platoon unblocked vC,conflicting volume 1139 1062 367 1092 1065 533 370 533 vC1,stage 1 coni vol vC2,stage 2 cant vol vCu,unblocked vol 1139 1062 367 1092 1065 533 370 533 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) IF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 • p0 queue free% 97 95 96 99 89 88 95 98 cM capacity(vehlh) 137 208 678 167 207 547 1189 1035 Ell 1, WB 1, NB I NE2: SB I SB 2 Volume Total 42 89 60 533 22 370 Volume Left 4 2 60 0 22 0 Volume Right 27 65 0 0 0 5 cSH '341 376 1189 1700 1035 1700 Volume to Capacity 0.12 0.24 0.05 0.31 0.02 0.22 Queue Length 95th(ft) '11 23 4 0 2 0 Control Delay(s) 17.0 17.5 8.2 0.0 8.6 0:0 • Lane LOS C C A A Approach Delay(s) 17.0 17.5 0.8 0.5 Approach LOS C C • :- - ., _. : . . • . Average Delay 2.7 Intersection Capacity Utilization 44.3% ICU Level of Service A Analysis Period(min) 15 2017 ambient pm 8/6/2011 Baseline Synchro 7- Report Page 1 I HCM Unsignalized Intersection Capacity Analysis I _..__ 23: mohouli & project access 8/7/2011 --r. ri Nemeef s Z ESr �.,_-DEBT.,:__WBT .,W$R•- tl _t_n VV . __r-s ._�r . Ya } .- ,a=r .-_r c. __ Lane Configurations 11 ' T.i 11 r Volume(veh/h) 3 350 560 20 40 4 Sign Control Free Free Stop 7 Grade. 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0-92 I Hourly flow rate(vph) 3 380 609 22 43 4 Pedestrians 9 Lane Width(ft) Walking Speed(ftls) ! Percent Blockage Right turn flare(veh) Median type None None f Median storage veh) I Upstream signal(ft) 854 pX,platoon unblocked 0.76 0.76 0.76 vC,conflicting volume 630 1007 620 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 357 851 342 tC,single(s) 4.1 6.4 6.2 tC,2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free% 100 83 99 , cM capacity(vehih) 914 250 533 Direction,:Lane -. .. .i•-; ,-:',?.. .,_:.:.).:.;ES;1 .:EB., _•.WB:1. :SB 1 SB 2 :•: _ Volume Total 3 380 630 43 4 Volume Left 3 0 0 43 0 Volume Right 0 0 22 0 4 cSH 914 1700 1700 250 533 } Volume to Capacity 0.00 0.22 0.37 0.17 0.01 Queue Length 95th(ft) 0 0 0 15 1 Control Delay(s) 9.0 0.0 0.0 22.4 11.8 Lane LOS A C B Approach Delay(s) 0.1 0.0 21.4 Approach LOS C intersection Summary _ - ... . --.._ _ . .-_ .. :_.._ Average Delay 1.0 Intersection Capacity Utilization 40.7% ICU Level of Service A Analysis Period(min) 15 7 { I k.--% 2017 ambient pm 8/6/2011 Baseline Synchro 7 Report ,. Page 1 1 F El. • U, 9 , . 1 Li ] Appendix D ri !i Total With Project Forecast Level of Service (LOS) Calculations 1 L. rl . Li '0 L.1 I Ti L 1 y 1 1 .1 1 , 1 ..1 - 1 4 I ...,..; i A , . 1 - L- r.,-- 1 . . , , . i i , z Timings - 1 3: mohouli & Komohana 8111/2011 (7 f --P• 'N' C 44- 4\ t P \* 1 _ _ -- .. ---_a_ _._ ._ . �,,,;'-`6d� c.a,.�."-E''G-� s-a. 7�' v ° a r� i "' a.. ,. r �S yfi.,3d �N, I�tre- .y o� ` -g � � ' EBT k_ BS, a 1 8 ..V.B, �gL W B'y B � '1 :. Lane Configurations "1 + r vi1 44 r 1 +1 Volume(vph) 15 395 230 145 160 185 905 450 175 315 T-.I Turn Type Prot custom Prot pm+pt Perm pm+pt Protected Phases 7 3 5 2 1 6 Permitted Phases 4 4 8 2 2 2 6 6 1 Detector Phase 7 4 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0- 4.0 Minimum Split(s) 9.5 32.5 32.5 9.5 32.5 9.5 25.0 25.0 9.5 25.0 j Total Split(s) 9.5 32.5 32.5 11.0 34.0 14.9 34.5 34.5 12,0 31.6 1 Total Split(%) 10.6% 36.1% 36.1% 12.2% 37.8% 16.6% 38.3% 38.3% 132% 35.1% Yellow Time(s) 3.7 4.5 4.5 4.5 4.5 4,5 4.5 4.5 3.7 4.5 '_.1 All-Red Time(s) 0.3 1.0 1.0 0.3 1.0 0.3 1.0 1.0 0.3 1.0 1 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0.0 0.0 Total Lost Time(s) 4.0 5.5 5.5 4.8 5.5 4.8 5.6 5.5 4.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None None None Max ' Max None Max Act Effct Green(s) 5.5 23.9 23.9 6,2 33.1 39.2 29.1 29.1 36.4 26,9 1 Actuated g/C Ratio 0.06 '0,27 0.27 0.07 0.38 0.45 0.33 0.33 0.42 0.31 1 v/c Ratio . 0.14 0.84 0.48 0.64 0.64 0.41 0.83 0.68 0.75 0.33 Control Delay 43.1 45.4 17.2 53.5 23.0 17.0 35.0 . 15.4 36.6 24.8 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C i' Total Delay 43.1 45.4 17.2 53.5 23.0 17.0 35,0 15.4 36.6 24.8 I LOS D D B D C B D B 0 C Approach Delay 35.2 30.9 27.1 28.9 Approach LOS D C C C Irite- _ . rse�tion'Stamfi_arY, _ . _ _,i,::;-..--:-. :-.:::.,..,._:. . .. _ . Cycle Length:90 • t Actuated Cycle Length:87.1 j Natural Cycle:90 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.84 _ Intersection Signal Delay:29.6 Intersection LOS:C Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period(min)15 I - I Splits and Phases: 3:mohouli&Komohana T 01 t 02 m3 0 4 4 _: c�Y> [ y i tz5--.§. J nYz - 3z54 _ i $- -- i g i 05 1VfyV.�ee.6..� . . ...... " 07 08 1414 = _l t9r . _ x . :sis( T3' _ .4J .J.• _.,rs. 4 -v..t_ r:g- J f ; - t . C. - 2017 total am 8/11/2011 Baseline Synchro 7- Report I Page 1 • t F, HCM Unsignatized Intersection Capacity Analysis 6: kukuau & Komohana'lc 8/1112011 -)‘ --rfr N. te 44-- k' 4\ t P \*' 't 41 . ��::_.�,�. n� _ � X-EBL �-��BT �Bi�=� 1I`�BL WBT ..,,SIIIBR t�BL°= '.t��`y �`NBRrt "=SBL`r., r�B�� �Bi Iv`�avei�te���. Lane Configurations 4 r 4 r vi t vi 1+ ri Volume(veh/h) 20 50 60 .10 15 75 10 1035 15 25 490 20 Sign Control Stop Stop Free Free Grade . 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0:92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 "-1 Hourly flow rate(vph) 22 54 65 11 1.6 82 11 1125 16 27 533 22 Pedestrians 50 50 50 50 Lane Width(ft) 12.0 .12.0 12.0 12.0 Walking Speed(Ws) 4.0 4.0 4.0 4.0 Percent Blockage 4 4 4 4 Right turn flare(veh) 2 1 Median type None None 1 Median storage veh) Upstream signal(ft) 1113 pX,platoon unblocked 0.64 0.64 0.64 0.64 0.64 0.64 vC,conflicting volume 1853 1861 643 1869 1864 1233 604 1191 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 2047 2060 643 2072 2064 1086 604 1021 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) tF(s) 3.5 4.0 3.3 .3.5 4.0 3.3 2.2 2.2 C • p0 queue free% 0 0 85 0 45 48 99 94 cM capacity(vehlh) 6 30 435 0 30 156 933 420 Dire_ctigt--Lane:#=:... ..:EB 1 ,---,:_.0 1= NB A :NB 2: .,,,.8.11:' ; _-.. - 562..=... -. .: : �.. . . .:: .. . Volume Total 141 109 • 11 11.41 27 554 Volume Left 22 11 11 0 27 0 Volume Right 65 82 0 16 0 22 cSH 26 12 933 1700 420 1700 Volume to Capacity 5.37 9.10 0.01 0.67 0.06 0.33 Queue Length 95th(ft) Err Err 1 0 5 0 Control Delay(s) Err Err 8.9 0.0 14.2 0.0 Lane LOS F F A B Approach Delay(s) Err Err 0.1 0.7 Approach LOS F F Intersection SuFnmary_: • :; :: -... ° Average Delay 1260.4 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period(min) 15 2017 total am 8/11/2011 Baseline Synchro 7- Report Page 1 J _ HCM Unsignalized Intersection Capacity Analysis , 220: kukuau st & mohouli st 8/11/2011 -'4 -0' ''''V C 41- k- 4\ t /* \* d w _....-_..._ W _ _- _ _r .. �fo�e�iei' �.�z-�.�,��� .:`_� .;ESL �-ABT -� EB�tz -�N►gG�.� �1B'�f'- iWBR `F NBLr,��4N�T�r�IDR�''=SB��#471�TV�-SBS Lane Configurations 4, 4 'I I 1 1 I Volume(vehlh) 20 30 60 3 5 30 10 260 85 50 575 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ' Hourly flow rate(vph) 22 33 65 3 5 33 11 283 92 54 625 5 Pedestrians Lane Width(ft) I Walking Speed(ftls) i Percent Blockage - 1 Right turn flare(veh) Median type - None None " .1 Median storage veh) Upstream signal(ft) pX,platoon unblocked vC,conflicting volume 1076 1133 628 1166 1090 329 630 375 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 1076 1133 628 1166 1090 329 630 375 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 88 83 86 97 97 95 99 95 cM capacity(veh/h) 176 191 483 123 203 713 952 1183 Direc.tiaiiit 05#. .: :_::EBI _::1NB I 1NB.1. :.NB..2 $B7- :. SB_2-. . Volume Total 120 41 11 375 54 630 Volume Left 22 3 11 0 54 0 Volume Right 65 33 0 92 0 5 cSH 279 417 952 1700 1183 1700 Volume to Capacity 0.43 0.10 0.01 0.22 0.05 0.37 Queue Length 95th(ft) 51 8 1 0 4 0 Control Delay(s) 27.3 14.6 8.8 0.0 8.2 0.0 Lane LOS D B A A Approach Delay(s) 27.3 14.6 0.2 0.6 Approach LOS D B intersection;SummarY ._, _. : .._... _ _.- _...,,,,,,,,,,:-.,..,2, . ..-_. . _.,:_.. 'l Average Delay 3.6 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period(min) 15 1. 2017 total am 8/1112011 Baseline Synchro 7- Report Page 1 1 HCM Unsignalized Intersection Capacity Analysis ri = 23: mohouli & project access 8/11/2011 xS WA -- EBL.: T_. MT_` $R Aell✓ __SBR. ` a. ..._.aia.__. _.g MM._ .-__ } r _ Lane Configurations 1 4 11 r Volume(veh/h) 10 595 315 80 35 10 Sign Control Free Free Stop i Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 11 647 342 87 38 11 j Pedestrians Lane Width(ft) ;...1 Walking Speed(ft/s) I Percent Blockage Is: Right turn flare(veh) Median type None None _1 Median storage veh) } Upstream signal(ft) 854 pX,platoon unblocked 0.97 0.97 0.97 -1 vC,conflicting volume 429 1054 386 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 392 1039 347 1 tC,single(s) 4.1 6.4 6.2 i tC,2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free% 99 84 98 - cM capacity(vehlh) 1127 245 673 Dii:ection,tarfe#`. _- ES 1.. EB 2:: WB a. B.1_ SB 2; _. . _ - . Volume Total 11 647 429 38 11 Volume Left 11 0 0 38 0 Volume Right 0 0 87 0 11 cSH 1127 1700 1700 245 673 Volume to Capacity 0.01 0.38 0.25 0.16 0.02 Queue Length 95th(ft) 1 0 0 14 1 Control Delay(s) 8.2 0.0 0.0 22.4 10.4 Lane LOS A C B Approach Delay(s) 0.1 0.0 19.8 Approach LOS C tnters_ei bon Summary - ..- . . -.. .. -- Average Delay 0.9 Intersection Capacity Utilization 41.3% ICU Level of Service . A Analysis Period(min) 15 J i C. 2017 total am 8/1112011 Baseline Synchro 7- Report • Page 1 ,_]_ , Timings I 3: mohouli & KomohanaC) 8/11/2011 f '- '' C 4- 4\ t P \* i' ( to oor _� .. ,._EBL ��-I tt,� EBR_::_.. IBL..._. :__3NB BTr 8._.�-- -- ` AYE- _ I -�-� � _ S � L� ��1. '��R< SBL -"SI3T y__� ,_ �� �s 1 Lane Configurations li 4 r 'F T 1 +4 1 11 ii+ Volume(vph) 20 185 220 350 365 240 565 205 275 980 Turn Type Prot custom Prot pm+pt Perm pm+pt Protected Phases 7 3 5 2 1 6 Permitted Phases 4 4 8 2 2 2 6 6 7.1 Detector Phase 7 4 4 3 8 5 2 2 1 6 I Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.5 32.5 32.5 9.5 32.5 9.5 32.5 32.5 9.5 32.5 Total Split(o) 9.5 32.5 32.5 15.4 38.4 14.3 34.1 34.1 13.0 32.8 Total Split(/o) 10.0% 34.2% 34.2% 16.2% 40.4% 15.1% 35.9% 35.9% 13.7% 34.5% Yellow Time(s) 3.7 4.5 4.5 4.5 4.5 4.5 4.5 4.5 3.7 4.5 I All-Red Time(s) 0.3 1.0 1-.0 0,3 1.0 0.3 1.0 1.0 0.3 1.0 __1 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.0 5.5 5.5 4.8 5.5 4.8 5.5 5.5 4.0 5.5 - 1 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag j Lead-Lag Optimize? Recall Mode None None None None None None Max Max None Max Act Effct Green(s) 5.5 21.0 21.0 10.7 33.0 39.1 28.8 28.8 38.1 27.5 Actuated g/C Ratio 0.06 0.23 0.23 0.12 0.37 0.44 0.32 0.32 0.43 0.31 _i vlc Ratio 0.20 0.46 0.45 0.93 0.88 0.95 0.54 0.34 0.81 1.00 Control Delay 47.0 32.2 8.2 71.5 42.0 66.8 28.2 5.2 38.3 59.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 32.2 8.2 71.5 42,0 66.8 28.2 5.2 38.3 59.6 --t LOS D C A E 0 E C A D E Approach Delay 20.5 53.6 32.7 55.0 I Approach LOS C D C E 1 IntersectaSummary - - -. Cycle Length:95 I Actuated Cycle Length:89.5 i Natural Cycle:105 Control Type:Semi Act-Uncoord Maximum v/c Ratio: 1.00 Intersection Signal Delay:44.3 Intersection LOS:D i Intersection Capacity Utilization 90.6% ICU Level of Service E Analysis Period(min)15 i Sprits and Phases: 3:mohouli&Komohana i -101,74M1 lagreleamsrxrang,s.-ERT.tal g otovz*Rim 1 az5vx,2:::ivai-v4ligiivx_vgiamtmi 0 t 05 1 06 07 09 x �$ E9Vis. ' M'I 3S •1 1 2017 total pm 8/6/2011 Baseline Synchro 7- Report • Page 1. I HGM Unsignalized Intersection Capacity Analysis ri - 6: kukuau & Komohana 8/11/2011 -)k -rk %V c 4- 41'`' 4\ t ia. \"` I, 4/ n]4 S 5� r .TT�T -,Ol i��Yee71e�t���....-_.2r c.�..-�A.a f u_'BBL_ �- �r ��®� ��_�{.�Y�� 1•�.1�i I��..�-�� J 1�ii �ta�i'. J.IF��3�53..E tit�t.•F�, ���� B. Lane Configurations 4 r 4 r vi l 11 T Volume(vehlh) 10 20 30 4 50 25 40 680 10 20 1220 65 Sign Control Stop Stop Free Free =-.1 Grade 0% 0% 0% , 0% Peak Hour Factor 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 11 22 33 4 54 27 43 739 11 22 1326 71 Pedestrians 50 50 50 50 Lane Width(ft) 12.0 12.0 12.0 , 12.0 Walking Speed(ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 4 4 4 4 _.l1 Right turn flare(veh) Median type None None I Median storage vett) I Upstream signal(ft) 1113 pX,platoon unblocked 0.75 0.75 0.75 0.75 0.75 4.75 vC,conflicting volume 2358 2342 1461 2312 2372 845 1447 800 vC1,stage 1 conf vol vC2,stage 2 conf vol vCu,unblocked vol 2650 2628 1461 2588 2668 622 1447 562 - 1 tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 0 0 78 0 0 92 90 97 v` cM capacity(vehlh) 0 14 145 0 13 334 449 722 - Direc.0on Lane# . ::::-...,,::::0, I ` ::EB 2.. .WB:1 _:;NB.f.:.: NB 2 SBI_.. �:.SB;2 _:___.. ;..:. .. , _ .:_ Volume Total 33 33 86 43 750 22 1397 . ( Volume Left 11 0 4 43 0 22 0 Volume Right 0 33 27 0 11 0 71 cSH 0 145 0 449 1700 722 1700 t Volume to Capacity Err 0.22 179.20 0.10 0.44 0.03 0.82 1 Queue Length 95th(ft) Err 21 Err 8 0 2 0 Control Delay(s) Err 36.8 Err 13.9 0.0 10.1 0.0 1 Lane LOS F EF B B I Approach Delay(s) Err Err 0.8 0,2 t Approach LOS F F ik ecfi Summary ... ..-. ..- .1.:::.*.-,..: _.. . 1 Average Delay Err Intersection Capacity Utilization 101.7% ICU Level of Service G Analysis Period(min) 15 I a ort i Re 2017 total pm 8/6/2011 Baseline Synchro 7- Page 1 I 1 :-.] , $--1 HCM Unsignalized intersection Capacity Analysis .-- 1 HCM Unsignalized Intersection Capacity Analysis _,. 23: mohouli & pro'ect access 8111/2011 ( ) ...A 4-- ( M - � �F ESI.- �. Et Tt._ .YYA. i ..B_R._ ..O_ .�u�SAR.... .._ _ t: a ' _M g •..D�i�Blj�' +T -.r-..t-��+' �, r � -� � v-. a .+...-r_.. �1:'�.+.�;A . ..�Y... .n.1'.:r._ - �. - _. e_] baa -� _.:,...y�_...�f.,. .! _L.-c_ �.....�. �..r_- .. Lane Configurations vi + T ) i Volume(veh/h) 10 335 560 60 85 10 L Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 n Hourly flow rate(vph) 11 364 609 65 92 11 _1 Pedestrians Lane Width(ft) F 1 Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Mediantyp a None None `- Median storage veh) Upstream signal(ft) 854 pX,platoon unblocked 0.72 0.72 0.72 -I vC,conflicting volume 674 1027 641 vC1,stage 1 conf vol Li vC2,stage 2 conf vol vCu,unblocked vol 355 845 310 _ tC,single(s) 4.1 6.4 6.2 I tC,2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free% 99 61 98 cM capacity(veh/h) 868 237 527 airection:Lane# :;BB.1:. ;:EB:2. WB:1.. --.--.$01 _:SB 2. ,. ,. =--- _.:.r .. . =. i Volume Total 11 364 674 92 . 11 1 Volume Left 11 0 0 92 0 `-1 Volume Right 0 0 65 0 11 - cSH 868 1700 1700 237 527 I Volume to Capacity 0.01 0.21 0.40 0.39 0.02 __1 Queue Length 95th(ft) 1 0 0 44 2 Control Delay(s) 9.2 • 0.0 0.0 29.5 12.0 • , Lane LOS A D B Approach Delay(s) 0.3 0.0 27.7 Approach LOS D Ir tersect1or Summa - • _ . . :'. ., ... . : rye _ : _ _ - = - . . . Average Delay 2.6 Intersection Capacity Utilization 44.5% ICU Level of Service A Analysis Period(min) 15 2017 total pm 8/6/2011 Baseline Synchro 7- Report Page 1 APPENDIX 3-ARCHAEOLOGICAL ASSESSMENT,PORTION OF TMK.: (3)2-4-01: 168,LAND OF WAIAKEA SOUTH HIO DISTRICT ISLAND OF HAWAII l - el ARCHAEOLOGICAL ASSESSMENT PORTION OF TMK: (3) 2-4-01:168 LAND OF WAIAKEA SOUTH HILO DISTRICT ISLAND OF HAWAII I By: 1 Alan E.Haun,Ph.D. Prepared for: �. P Mr.Brian Nishimura 101 Aupuni Street, Suite 217 Hilo,Hawaii 96720-4221 October 2008 Haun & Associates Archaeological,Cultural,and Historical Resource Management Services HCR 1 Box 4730,Keaau,Hawaii 96749 Phone:982-7755 Fax:982-6343 1_. Introduction At the request of Mr. Brian Nishimura, Haun & Associates has prepared an archaeological as- sessment for a 15.9-acre portion of TMK: (3)2-4-01:168 located in the Land of Waiakea, South Hilo Dis- trict, Island of Hawai'i (Figure 1 and 2).The objective of the survey was to satisfy historic preservation regulatory review requirements of the Department of Land and Natural Resources-Historic Preservation Division(DLNR-SHPD), as contained within Hawaii Administrative Rules, Title 13,DLNR, Subtitle 13, State Historic Preservation Rules(2003). No archaeological sites or features were identified during the survey, therefore the project is documented as an archaeological;assessment pursuant to Chapter 13-284-5(5A). As required,this report contains a description of the project area,field methods and background research. Project Area Description The project area consists of a roughly rectangular-shaped 15.9-acre portion of the 30.396-acre TMK: (3)2-4-01:168 (see Figure 2).The parcel is bordered on the northeast by Komohana Street, on the and b un- developed to the northwest southeast east by the inland end of Mohouli Street,by a housing developmenty. develo ed land to the southwest. The southeastern end of Kahaikini Street terminates along the northwest- ern ern side of the parcel.The parcel is densely vegetated with uluhe (false staghorn fern- Dicranopteris earls Underw.),Underw.),waiatvi `ula`ula(strawberry guava—Psidium cattleianum sabine), ohia(Metrosideros col- lina Forst.) and hapu'u(Hawaiian tree fern -Cibotiuni splendens Krajina-Figure 3). The project area ranges in elevation from c.275 to 350 ft,with the terrain sloping slightly to mod- erately to the northeast.The surface throughout the parcel is comprised of Pahoehoe lava flows,defined as ff a miscellaneous land type by Sato et al.(1973).This land type is described below: l ; This lava has a billowy,glassy surface that is relatively smooth.In some areas however,the surface is rough and broken and there are hummocks and pres- sure domes.(Sato et al. 1973:34). The surface lava in the project area was derived from two flows from Mauna Kea volcano(Figure 4 from Wolfe and Morris 2001). The entire project area was likely once covered with lava deposited from 750 to 1,500 year ago (k3 on Figure 4).A subsequent lava flow deposited during 1880 and 1881 (k5)has flowed over the inland portion of the parcel.The rainfall in the vicinity of the project area ranges from 150 to 155 inches per year(Juvik and Juvik 1998:57). Field Methods The field work portion of the project was conducted on October 6, 2008 by Dr. Alan Haun and Field Archaeologist Shane Rumsey, M.A. The field work portion of the project required 2 labor days to complete.The project area was subjected to 100%surface examination with the surveyors spaced at 10.0 m intervals. The transected were oriented in a north-northwest by south-southeast direction, parallel to Mohouli Street.No archaeological sites or features were identified and no cultural remains were recovered for analysis. Background Research The project area is situated in the ahupua'a of Waiakea in South Hilo District.The ahupua'a is one of the largest in the district covering over 95,000 acres.The ahupua'a extends along the coast from the west side of Hilo Bay to the Puna District boundary and inland to approximately 6,000 ft elevation.Much of the following is summarized from Hilo Bay:A Chronological History (Kelly et al. 1981),an extensive compendium of historical information about Hilo including Waiakea. lam_, 1 • • • ; �. l /Catrla,n,,w•i w I l••'• '•,n:., :: .,•: • • Island ( etic n .. , .. ,_ ��••'' .�.. .. ., �,t•NAVALIIESERVF•. 1- �':-• '^S Pune • . ' Clain '41 -•-gpl' ••1 ,t1 ELEC ONlt:FACll.l • Park", C co uf'• tY �j al3/a!!d ' ..•' Crdtl i_2 Point <. v I. -., kupa '......• •.., J '�� PIP `•'- � HF - B v,ti.'' !.,Coco u ff !." .,"1%,14•1'. =','•' � ,UI O ...•,_•---�-. it;.:":....A,:-', k ',r ti,..Coconut Point I ' I'•��" 'Liliuckalani :� -' I:113iau- }=-:•r..'. aer, y ..,..., ^fir^ •''" :+. ./ter_- -/J.''..,_IP\.le,,.•:x- � I i I '. '�•'' l m 4' . r'" t,l'?`t.•'' f✓au>heau Jl.t`' .,&'. II.' Colf Coursa is ..r,. 1.. T 't0 a. ^w • r• T� a x: , arf: Bayfront Roach ••• i..• j r • 415 ,:• ' • ti p',,., _ all . . 'i''' ,� : or:a,;�vr.�E�fnrtieyu ..�_ --L'''''...'-'',--.'•:'IC.. �AVrAIL4 .f,„," -- - —�--- ILO INTERNA -- ' tIi�' �,""VoArai,, ?ul or P`:: 'df ti..-fJ'�wAtc-OA RIVE ,,,„0,,.0„,_ r .ill- -! I _ —_.— '...•_ :.„'i, . :t, CumetT,,,• Fgri:. ; 't,.l�`j15'p rr,4.;, ,, •"If y" 1 - 'NI. • .0. ' .. caneI,>.'.� ,c, i' %I'lL ATU.. ; I,r'1_'1 ,Hnnlulu�� �_'-i - — — -- lNata:r «'? }. 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Itis�, r r I : . , � )rs,�1° rJ �Is{r�' V�1 ��` 1 .t s 1 .w...d Yr ..l, .;A ' ..Bx ,Ih71kr ': 414' .- r„�`s'„Y yi 1. :t }.^, TS i a,i.l� s r ra",,. y')t�ti:. i [ tic! {n' fi� }i Y 4`µy ,',`�.qg ,4vi ,,i' F ,'t:+yy :.,. »nh.t,( 1 1' �' 4 rl,.,I::rn. "•"� h,, F 1 � a�l{�L.z-:��4�8 'A''u,.Jyr;:. ,f.;Yfir° �.r i '` 1[[�tr,,.', as r�rt;,, AI I 1 1- ,.q;•;+ .•r� '14- . .t. l l,v"us,}r ,F iii. a __:_,."oda 1 'W?li` ?� S.zh'S, • ,r^-,L���a' :1rTs�?'��' 's'tu•li��3,,.rJ g� _ t1�slt:�I A •.1ak. t 1_.. sC:." Figure 4. Portion of Wolfe and Morris (2001) Sheet 2 Lava Map showing Project Area ` '} Hawaiian traditional and legendary accounts attest to the longstanding importance of Waiakea. The chief of the Hilo region,Kulukulu`a,who resided in Waiakea,was the first conquest of`Umi-a Liloa - in his campaign to unify the districts of Hawaii Island.Hilo with its large bay,fishponds,wet taro fields, and abundant freshwater was a population center for commoners and royalty.Kamehameha I and his court resided in Hilo in the 1890s.In preparation for his planned invasion of Kauai in 1802,Kamehameha built a canoe fleet at Hilo,reportedly consisting of 800 vessels. In 1824,a missionary station was established in Waiakea. Soon after, churches and schools were established.Whalers began stopping at Hilo in the mid-1820s.In the 1830s, a sawmill was built,and two stores were opened. By the end of the decade,a sugar cane plantation and mill were established on Pona hawai lands.By 1857,there were three sugar cane mills in the Hilo area.Large tracts of land were put in cane cultivation and sugar cane was also grown by individuals around their houses.A sugar mill was estab- lished in Waiakea at the inland end of Waiakea Fishpond in the late 1870s.By 1880, 1,400 acres of sugar cane were in cultivation and by the end of the decade over 5,600 acres were cultivated.In the 1900s,the population of Hilo grew dramatically with the expansion of sugar cane cultivation,pineapple production, the timber industry,and other commercial developments. McEldowney (1979)used limited site inventory and historic documentary evidence to develop a traditional Hawaiian land use and settlement pattern model for the Hilo area. The model consists of five elevation-defined zones: Coastal Settlement, Upland Agricultural, Lower Forest, Rainforest, and Sub- Alpine or Montane.The Coastal Settlement Zone extended approximately 0.5 miles inland from the shore- line between sea level and 50 ft elevation.The zone was the most densely populated with both permanent and temporary habitations,high status chiefly residences,and heiau. Settlements were concentrated at Hilo Bay and sheltered bays and coves. The Upland Agricultural Zone was situated between approximately 50 ft and 1,500 ft elevation. Settlement in the zone consisted of scattered residences among economically beneficial trees and agricul- tural plots of dryland taro and bananas.Lava tubes were utilized for shelter.A pattern of shifting cultivation is believed to have converted the original forest cover to parkland of grass and scattered groves of trees. IWetland cultivation of taro occurred along streams. The Lower Forest Zone ranged from 1,500 ft to 2,500 ft elevation. Timber and other forest re- sources such as medicinal plants, olona, and birds were gathered from the zone. Site types consisted of temporary habitations,trials,shrines,and minor agricultural features in forest clearings and along streams. Sites in the Rainforest Zone (2,500-5,000 ft elevation) and Sub-alpine or Montane Zone (5,000-9,000 ft) were limited to trails and associated temporary habitations. These zones were used for intra-island travel Iand gathering of valued resources including hardwoods,birds,and stone for tool making. The project area is situated within the lower portion of McEldowney's Upland Agricultural Zone where scattered residences and agricultural plots were situated in prehistoric to early historic times.Historic site types in the project area vicinity likely included plantation agriculture-related features and residences. FINDINGS - No archaeological sites or features were identified by the survey and no Land Commission Awards are present within the parcel based on review on tax maps. No further archaeological work is rec- ommended based on the negative survey results. I I ' 1 6 I • REFERENCES DLNR(Department of Land and Natural Resources) 2003 Hawaii Administrative Rules,Title 13.Dept.of Land and Natural Resources, Subtitle 13, State Historic Preservation Division Rules. Juvik,S.P.and J.O.Juvik(editors) 1998 Atlas of Hawaii,Third Edition.University of Hawaii Press.Honolulu. Kelly,M.,B.Nakamura and D.B Barrere 1981 Hilo Bay:A Chronological History,Land and Water Use in the Hilo Bay Area,Island of Hawaii. Prepared for U.S.Army Engineer District,Honolulu. McEldowney,H. 1979 Archaeological and Historical Literature Search and Research Design:Lava Flow Control Study, Hilo,Hawaii.Prepared for the U.S.Army Engineer District,Honolulu.Department of Anthro- pology.Bishop Museum. Sato,H.H.,W.Ikeda,R.Paeth,R.Smythe,and M.Takehiro,Jr, 1973 Soil Survey of the Island of Hawaii,State of Hawaii.U.S.Department of Agriculture,Soil Con- servation Service and University of Hawaii Agricultural Experiment Station.Washington,D.C.: Government Printing Office. Wolfe,E.W.,and J.Morris 2001 Geologic Map of the Island of Hawaii.U.S.Department of the Interior,U.S.Geological Survey.. Miscellaneous Investigations Series. I L. • 7 Ajj 1114(05 � LAURA IL TRIELEN LINDA LINGLE y p.r"""a--„.•!.!--4 h CHAIRPERSON BOARD OF 1 ND AND NATURAL RESOURCES GOVERNOR OF HAWAII }{,.r lg5 8 :.?. COMMISSION CD:WATER RESOURCE MANAGEMENT '._:s-':: RUSSELL Y.TSWI �ld ..P' ,• Y FIRETDEPU1Y cicl Nato, a:___�_ 47:-..,,:Pr 4 ICES ,� ' C.KAI►ARAAL Q i -,. _ •:.-2,7 DEIRfIY'DIItIi'IOR-WATER �:� '�''- ~••-__:•_ :r;'l cEs BOAT�IG NCD OCLATC Anc RLi7U.►77ON lfatti 1��il '/ `- '� 13URE4i10FCONVL•lANCCS `" M - -< COMMISSION ON WATER RESOURCE MANACILMENT c. CONSERVATION AND COASTALLANDS ' STATE OF HAWAII CONSERVATION AND RESOURCES ENFORCEMENT ::c- ENGINEERING State ofkre0. DEPARTMENT OF LAND AND NATURAL RESOURCES �`TOR"`ICPRISiS AND veno ICAHOOIAWEISLAND RESERVE COMMISSION D STATE HISTORIC PRESERVATION DIVISION STA7EPIR1 601 KAMOKILA BOULEVARD,ROOM 555 KAPOLEI,HAWAII 96707 November 17,2008 Alan E.Haun,Ph.D. LOG NO: 2008.5033 Haun&Associates DOC NO: 0811MD24 HCR 1 Box 4730 Archaeology Kea'au,Hawaii 96749 Dear Dr.Haun: SUBJECT: Chapter 6E-42 Historic Preservation Review— _ • Archaeological Assessment of a 15.9 acre a with_No-N tes Waiakea Ahupua'a,South Hilo District,Island of Hawaii TMK: (3)2-4-001:168 (nor.) This letter reviews the aforementioned report which we received on October 27, 2008 (Haun 2008; Archaeological Assessment, Portion of TMK: (3) 2-4-01:168, Land of Waiakea, South Hilo District, Island of Hawaii, H&A Project No. 587-100708). The survey covers approximately half of the 30.396 acre parcel. The survey parcel is situated within the half of the parcel meeting Kahaikini Street; no new ,sites were found during the survey. We accept this report as final pursuant to HAR§13-276. Upon receipt of this letter please submit one paper copy of your report marked "Final" to our Kapolei office along with a CD containing a searchable pdf version of the final report and a copy of this approval letter, marked to the attention of the "Kapolei Library." If you have questions about this letter please contact Morgan Davis of our Hawaii Island Section at(808) 933-7650. Aloha, -b__,_ -)74/`D,2.... • Nancy McMahon,Deputy SHPO/State Archaeologist I and Historic Preservation Manager State Historic Preservation Division • .r APPENDIX B ARCHAEOLOGICAL ASSESSMENT AND LETTER FROM THE STATE HISTORIC PRESERVATION DIVISION � I i i ARCHAEOLOGICAL ASSESSMENT PORTION OF TMK: (3) 2-4-01:168 I LAND OF WAIAKEA SOUTH H1LO DISTRICT ISLAND OF HAWAII I By: Alan E.Haun,Ph.D. I Prepared for: Mr.Brian Nishimura 101 Aupuni Street, Suite 217 Hilo,Hawaii 96720-4221 October 2008 Haun & Associates Archaeological,Cultural,and Historical Resource Management Services HCR 1 Box 4730,Keaau,Hawaii 96749 Phone:982-7755 Fax:982-6343 I — I Introduction At the request of Mr. Brian Nishimura, Haun & Associates has prepared an archaeological as- sessment for a 15.9-acre portion of TMK:(3)2-4-01:168 located in the Land of Waiakea, South Hilo Dis- trict,Island of Hawai'i (Figure 1 and 2). The objective of the survey was to satisfy historic preservation regulatory review requirements of the Department of Land and Natural Resources-Historic Preservation Division(DLNR-SHPD), as contained within Hawaii Administrative Rules,Title 13,DLNR, Subtitle 13, State Historic Preservation Rules(2003). No archaeological sites or features were identified during the survey, therefore the project is documented as an archaeological assessment pursuant to Chapter I3-284-5(5A). As required, this report contains a description of the project area,field methods and background research. Project Area Description The project area consists of a roughly rectangular-shaped 15.9-acre portion of the 30.396-acre TMK: (3)2-4-01:168 (see Figure 2).The parcel is bordered on the northeast by Komohana Street, on the southeast east by the inland end of Mohouli Street,by a housing development to the northwest and by un- _ developed land to the southwest.The southeastern end of Kahaikini Street terminates along the northwest- ern side of the parcel.The parcel is densely vegetated with uluhe(false staghorn fern- Dicranopteris lin- earls Underw.),waiawi `ula'ula(strawberry guava—Psidium cattleianum sabine),ohia(Metrosideros col- ilina Forst.) and hapu a(Hawaiian tree fern -Cibotium splendens Krajina-Figure 3). The project area ranges in elevation from c.275 to 350 ft,with the terrain sloping slightly to mod- erately to the northeast.The surface throughout the parcel is comprised of Pahoehoe lava flows,defined as a miscellaneous land type by Sato et al.(1973).This land type is described below: This lava has a billowy,glassy surface that is relatively smooth.In some areas however,the surface is rough and broken and there are hummocks and pres- sure domes.(Sato et al. 1973:34). The surface lava in the project area was derived from two flows from Mauna Kea volcano(Figure 4 from Wolfe and Morris 2001). The entire project area was likely once covered with lava deposited from 750 to 1,500 year ago(k3 on Figure 4).A subsequent lava flow deposited during 1880 and 1881 (k5)has flowed over the inland portion of the parcel.The rainfall in the vicinity of the project area ranges from 150 to 155 inches per year(Juvik and Juvik 1998:57). Field Methods The field work portion of the project was conducted on October 6, 2008 by Dr. Alan Haun and Field Archaeologist Shane Rumsey, M.A. The field work portion of the project required 2 labor days to complete.The project area was subjected to 100%surface examination with the surveyors spaced at m intervals. The transected were oriented in a north-northwest by south-southeast direction, paral el to Mohouli Street.No archaeological sites or features were identified and no cultural remains were recovered for analysis. Background Research The project area is situated in the ahupua'a of Waiakea in South Hilo District. The ahupua'a is one of the largest in the district covering over 95,000 acres.The ahupua'a extends along the coast from the west side of Hilo Bay to the Puna District boundary and inland to approximately 6,000 ft elevation.Much of the following is summarized from Hilo Bay:A Chronological History(Kelly et al. 1981),an extensive ` ^ compendium of historical information about Hilo including Waiakea. 1 • • • �:.. . Neuf f .'• ` ,, a naibvf ;. .''r !�! t,, • I /J./any !t3utlu Il;'' .,r •'.1 l Ih 1 .1•: ..��.-.. '„ III:1',�.ti.�.II •.cl•. I,N•.,'.... . Clall,heap, 11 n, .i., • ,� L�.r+rL1VALL,11[[dd 1'[['1 H Pink._-S ` '• coconut' , • aern ru rau11�71^ r ,1 blend i' ... • .• '9: 111:ei,9 A... I "IL.. .._•__._.. . •'•t.. '::,., ,.......-N.-Mokupene Pant ..,°t • .••''''...•hol 1~�' w hnmuul if i'' , _-,: . ,.e'1 s • :,�..,:;, 1 r•'`' �, ` .,,,..,NIM •, 9F11,. • [ Cmra ,+, •• i. L[oaQnut Point I Ir:•;,,. :/ i r,:, :'ItN' p@. 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The chief of the Hilo region,Kulukulu`a,who resided in Waiakea,was the first conquest of`Umi-a Liloa in his campaign to unify the districts of Hawaii Island.Hilo with its large bay,fishponds,wet taro fields, and abundant freshwater was a population center for commoners and royalty.Kamehameha I and his court resided in Hilo in the 1890s.In preparation for his planned invasion of Kauai in 1802,Kamehameha built a canoe fleet at Hilo,reportedly consisting of 800 vessels. • In 1824, a missionary station was established in Waiakea. Soon after, churches and schools were • established.Whalers began stopping at Hilo in the mid-1820s.In the 1830s,a sawmill was built,and two stores were opened. By the end of the decade,a sugar cane plantation and mill were established on Pona hawai lands.By 1857,there were three sugar cane mills in the Hilo area. Large tracts of land were put in cane cultivation and sugar cane was also grown by individuals around their houses.A sugar mill was estab- lished in Waiakea at the inland end of Waiakea Fishpond in the late 1870s.By 1880, 1,400 acres of sugar cane were in cultivation and by the end of the decade over 5,600 acres were cultivated.In the 1900s,the population of Hilo grew dramatically with the expansion of sugar cane cultivation,pineapple production, the timber industry,and other commercial developments. McEldowney (1979)used limited site inventory and historic documentary evidence to develop a traditional Hawaiian land use and settlementattern model 1 for the Hilo area. The model consists of five elevation-defined zones: Coastal Settlement, Upland Agricultural, Lower Forest, Rainforest, and Sub- Alpine or Montane.The Coastal Settlement Zone extended approximately 0.5 miles inland from the shore- line between sea level and 50 ft elevation.The zone was the most densely populated with both permanent and temporary habitations,high status chiefly residences,and heiau.Settlements were concentrated at Hilo Bay and sheltered bays and coves. The Upland Agricultural Zone was situated between approximately 50 ft and 1,500 ft elevation. Settlement in the zone consisted of scattered residences among economically beneficial trees and agricul- tural plots of dryland taro and bananas.Lava tubes were utilized for shelter.A pattern of shifting cultivation is believed to have converted the original forest cover to parkland of grass and scattered groves of trees. Wetland cultivation of taro occurred along streams. The Lower Forest Zone ranged from 1,500 ft to 2,500 ft elevation. Timber and other forest re- sources such as medicinal plants, olona, and birds were gathered from the zone. Site types consisted of temporary habitations,trials,shrines,and minor agricultural features in forest clearings and along streams. Sites in the Rainforest Zone(2,500-5,000 ft elevation) and Sub-alpine or Montane Zone (5,000-9,000 ft) were limited to trails and associated temporary habitations. These zones were used for intra-island travel and gathering of valued resources including hardwoods,birds,and stone for tool making. The project area is situated within the lower portion of McEldowney's Upland Agricultural Zone where scattered residences and agricultural plots were situated in prehistoric to early historic times.Historic site types in the project area vicinity likely included plantation agriculture-related features and residences. FINDINGS No archaeological sites or features were identified by the survey and no Land Commission Awards are present within the parcel based on review on tax maps. No further archaeological work is rec- ommended based on the negative survey results. 6 I REFERENCES DLNRDe artment of Land and Natural Resources) P 2003 Hawaii Administrative Rules,Title 13.Dept.of Land and Natural Resources, Subtitle 13,State Historic Preservation Division Rules. Juvik,S.P.and J.O.Juvik(editors) 1998 Atlas of Hawaii,Third Edition.University of Hawaii Press.Honolulu. Kelly,M.,B.Nakamura and D.B Barrere 1981 Hilo Bay:A Chronological History,Land and Water Use in the Hilo Bay Area,Island of Hawaii. Prepared for U.S.Army Engineer District,Honolulu. McEldowney;H. 1979 Archaeological and Historical Literature Search and Research Design:Lava Flow Control Study, Hilo,Hawaii.Prepared for the U.S.Army Engineer District,Honolulu.Department of Anthro- pology.Bishop Museum. Sato,H.H.,W.Ikeda,R.Paeth,R.Smythe,and M.Takehiro,Jr. 1973 Soil Survey of the Island of Hawaii,State of Hawaii. U.S.Department of Agriculture,Soil Con- servation Service and University of Hawaii Agricultural Experiment Station.Washington,D.C.: Government Printing Office. Wolfe,E.W.,and J.Morris 2001 Geologic Map of the Island of Hawaii.U.S.Department of the Interior,U.S.Geological Survey. Miscellaneous Investigations Series. 7 ileeee I r114{ o �=3 LAURA H.TRIELEN LINDA LINGLE .4i.--r ""`-.k; CHAIRPERSON GOVERNOR OF HAWAII ;Y,(_.r a 19S9 n . ' COMMISSION CINWATER RESOURCE MANAGEMQSr �y.i. - - _ 3 RUSSELL Y.TSUJI ar101 ry - -- '31e: p• ' FIRST DEPUTY I§ af4 a_ "G y `_=.;3 C K.AWAHARA .c�/� •y'Ia ._; . - -- ICER .0 ' _1 �•-... DEPLOY DOt1.[-IDR-\4a7FR t' ' ••:,•• f' BOATDIC AANDo UATIC 1A RECREATION c =- �•% a03tL•\(rorcONVL•YANCLS `�-- COMMISSION ON WATER RESOURCE MANAGEMENT CONSERVATION AND COASTAL SANDS STATE OF HAWAII CONATION H INFRESOURCES EIFGII LAT • FORESTRY AND WILDLIFE Slate ortia, DEPARTMENT OF LAND AND NATURAL RESOURCES ELSTORIC PRL-SRAVATION KALI O[ARE ISLAND RESERVE COMMISSION STATE HISTORIC PRESERVATION DIVISION STATE PARKS 601 KAMOKILA BOULEVARD:ROOM 555 KAPOLEI,HAWAII 96707 November 17,2008 Alan E.Haun,Ph.D. LOG NO: 2008.5033 Haun&Associates DOC NO: 0811MD24 HCR 1 Box 4730 Archaeology Kea'au,Hawaii 96749 Dear Dr.Haun: SUBJECT: Chapter 6E-42 Historic Preservation Review— _ Archaeological Assessment of a 15:9 acre A a with_lo-w tes Waiakea Ahupua'a, South Hilo District,Island of Hawaii • TMK: (3)2-4-001:168 (por.) This letter reviews the aforementioned report which we received on October 27, 2008 (Haun 2008; Archaeological Assessment, Portion of TMK: (3) 2-4-01:168, Land of Waiakea, South Hilo District, Island of Hawaii, H&A Project No. 587-100708). The survey covers approximately half of the 30.396 acre parcel. The survey parcel is situated within the half of the parcel meeting Kahaikini Street; no new sites were found during the survey. We accept this report as final pursuant to HAR§13-276. Upon receiptof this letter please submit one paper copy of your report marked "Final" to our Kapolei office along with a CD containing a searchable pdf version of the final report and a copy of this approval letter, marked to the attention of the "Kapolei Library." If you have questions about this letter please contact Morgan Davis of our Hawaii Island Section at(808) 933-7650. Aloha, -2f ___a -)74,f,,, Nancy McMahon,Deputy SHPO/State Archaeologist and Historic Preservation Manager State Historic Preservation Division COMPLIANCE DOCUMENTATION FLOODPLAIN MANAGEMENT 1. Letter dated July 17,2009 from the Federal Emergency Management Agency to Mayor Kenoi,transmitting a Letter of Map Revision (LOMR)which includes the following attachments: a.Letter of Map Revision Determination Document b.Annotated Flood Insurance Rate Map Number 155166 0880 C c.Annotated Flood Study Report(Illustrated on Tax Plat Map 2-4-01 ' ''-.‘. Federal EmergencyManagement Agency . . • ,age Washington, D.C. 20472 'fly '!3 s�c�� February 27, 2009 CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case No.: 08-09-1568P Community Name: Hawaii County, H1 The Honorable William P. Kenoi Community No.: 155166 Mayor, Hawaii County • - Effective Date of 25 Aupuni Street This Revision: July 17, 2009 Hilo,H1 96720 Dear Mayor Kenoi: The Flood Insurance Study report and Flood Insurance Rate Map for your community have been revised by this Letter of Map Revision (LOMR). Please use the enclosed annotated map panel(s)revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals issued in your community. Additional documents are enclosed which provide information regarding this LOMR. Please see the List of Enclosures below to determine which documents are included. Other attachments specific to this request may be included as referenced in the Determination Document. If you have any questions regarding floodplain management regulations for your community or the National Flood Insurance Program (NFIP) in general,please contact the Consultation Coordination Officer for your community. If you have any technical questions regarding this LOMR, please contact the Director, Mitigation Division of the Department of Homeland Security's Federal Emergency_ Management Agency (FEMA) in Oakland, California, at (510) 627-7175, or the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP). Additional information about the NFIP is available on our website at http:%/www.fema.govinfip. Sincerely, X":), .. 1 • Joshua A. Smith, CFM, Program Specialist - For: William R. Blanton Jr., CFM, Chief Engineering Management Branch Engineering Management Branch Mitigation Directorate Mitigation Directorate List of Enclosures: Letter of Map Revision Determination Document Annotated Flood Insurance Rate Map . Annotated Flood Insurance Study Report cc: Mr. Bruce C. McClure, P.E. Floodplain Adminstrator . County of Hawaii Mr. Cary Kondo,P.E. Belt Collins Hawaii, Ltd. 4. Issue Date: February 27,2009 Effective Date: July 17,2009 Case No.: 08-09-1568P LOMR-APP 1:Arig "- Federal Emergency Management Agency jYu �r g Y g g Y �Fa Washington, D.C. 20472 • LETTER OF MAP REVISION DETERMINATION DOCUMENT - COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST Hawaii County NO PROJECT HYDRAULIC ANALYSIS Hawaii HYDROLOGIC ANALYSIS NEW TOPOGRAPHIC DATA COMMUNITY COMMUNITY NO.: 155166 • IDENTIFIER Mohouli Street Flood Zone - • APPROXIMATE LATITUDE&LONGITUDE: 19.700, -155.096 SOURCE: Other DATUM: NAD 83 ANNOTATED MAPPING ENCLOSURES ANNOTATED STUDY ENCLOSURES TYPE: FIRM* • NO.: 155166 0880 C DATE: September 16, 1988 DATE OF EFFECTIVE FLOOD INSURANCE STUDY: April 2,2004 NEW PROFILE(S): 289P and 290P SUMMARY OF DISCHARGES TABLE: 1 Enclosures reflect changes to flooding sources affected by this revision. - *FIRM-Flood Insurance Rate Map;**FBFM-Flood Boundary and Floodway Map;***FHBM-Flood Hazard Boundary Map FLOODING-SOURCES)&REVISED REACH(ES) - Mohouli Street Drainage—from just upstream to approximately 6,200 feet upstream of Komohana Street Tributary to Mohouli Street Drainage—from the confluence with Mohouli Street Drainage to approximately 900 feet upstream SUMMARY OF REVISIONS Flooding Source Effective Flooding Revised Flooding Increases Decreases Mohouli Street Drainage Zone A Zone AE YES YES No BFEs* BFEs YES NONE Tributary to Mohouli Street Drainage Zone A Zone AE YES YES No BFEs* BFEs YES NONE *BFEs-Base Flood Elevations • DETERMINATION • This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency(FEMA) regarding a request for a Letter of Map Revision (LOMR)for the area described above. Using the information submitted,we have determined that a revision to the flood hazards depicted in the Flood Insurance Study(FIS)report and/or National Flood Insurance Program (NFIP)map is warranted. This document revises the effective NFIP map, as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at 1-877-336-2627(1-877-FEMA MAP)or.by letter addressed to the LOMR Depot,3601 Eisenhower Avenue,Alexandria,VA 22304. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. Joshua A.Smith,CFM,Program Specialist Engineering Management Branch Mitigation Directorate 112553 10.3.1.08091568 102-I-A ZONE 0 Le., 'mow © 30 KUKUAU 4-c, ZONE • Legend X '-''s r, ® I. STREET lb 1°/0 annual chance Lem, J . .„,� ww 327 ZONE AE T s� (100-Year) Floodplain ` ' ®� -' AREA REVISED o��� y•; 1% annual chance ZONE „,,,,,:..-,.:;, :..,.:,,,,1E�;, ZONE X BY LOMR EFFECTIVE �,p0V ZONE X DECEMBER 21,200s (100-Year) Floodway z' � 0.2% annual chance oA� �t �fi� `m ZONE X,,,,,'4„,,I;.,,'-',...-co.,:.: ,. \ (500-Year) Floodplain FF'7T�� „I',''',i,.�' '1 ZONE X. 4'°y LIMIT of ZONE A ;/�1 ' .1 u11 l,f��.c,i�,l'•,�,1� !�.,.?,! ° Llik.111 i�,,` �</S, DETAILED r © STUDY Nhg.. ,4-._ VP,,,,,,,..‘"''” ' ,, APPROXIMATE SCALE IN FEET Q ZONE X �� 274 Tributary to - 1,oD0 500 0 1,000 ,l.1 �� i 1-- Mohouli Street ?`90 1 r, Co Drainage O LPp r,',P� I :. •... LIMIT OF w D 41'' F,.., ' O eT74r` F, -5' NATIONAL FLOOD INSURANCE PROGRAM) DETAILED w� .y. �„� ,� � _ c. STUDY w M ' 0 ZONE AE ,,,'-':-:,-'•'''',:-'.�. 3�0 FIRM ri', 0 ZONE X FLOOD INSURANCE RATE MAP Mohouli Sired clY• Drainage t;);350 REVISED 06, :,.F HAWAII COUNTY, w „, �' AREA HAWAII ZONE AE . p,,` AREA REVISED ��y, ���; PANEL 880 OF 1900 BY LOMR EFFECTIVE 0.2%CHANCE ANNUAL —\.;n . (SEE MAP INDEX FOR PANELS NOT PRINTED) LIMIT OF o0.; KOMOHANA CHANCE FLOOD W DETAILED AUGUST 8,2008 STREET DISCHARGE �.::'":i` STUDY :;: .A. CONTAINED r,:r O �O; s;,'••' ' IN CULVER e°;::`° Waiakea RE )SED TO Tributary ZONE AE i,',,:' o RE LECT LOINR Waiakea Tributary No.3 348' No.1 R�I Waiakea co w wan ECTIVE: July 17, 2009 418 �, �_ 4''---M"'''(Q Stream PUAINAKO ST �,� ON S 1 tnl�l�i �� .: -.- • J ,. 15 P7,-,.iy. 1 PUAINAKO STREET EX 43 N firi^" 350 �m � ' 326,32 '.1 t •.t ��;71174/ pr ` -- � OLIOi',, „nt "��cIONONE 4 l'., \ K 71372 !,:`ZONE R r 'E �" u� LAULIMA MEHANA11 D38 ?.., n ,` WAY �' STREET z _ MAP NUMBER • 3 n LAULIMA PL I'3 155166 0880 C ZONE AH m a',370; .-!.i., 370 �,�/�s �6 �? 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"I. .h �j� I Ia; ^i ^14��j.�l I j-, I `1I' T it �,y y• uu `^ • p f I THIRD T.IGSTIOH DIVISION / I I !y/••.r' y{� 1 , i ZONE SEC IDT • i i 1 e 2(v sry rf. 2 4 0 / , 1 ..i.,::".sc„j i.;e!..c. FOR REAL PROPERTY TAXATION PUCposE5 WA/AKEA CANE LOTS, WA/AKEA, SOU H/LO, HAWAII \''X' ' - -ice;'9•!^`� SUBJEci To cNANCF �� ' ,��.�.. SCALE I 1/4.=SOO PT. APPENDIX C LETTER FROM THE UNITED STATES DEPARTMENT OF THE INTERIOR- FISH AND WILDLIFE SERVICE ,c4Toft P? i 4'� r us. 1 41...„.„.--- -" ,1.,,, FISH E SERVICE FE r------------ -i5 United States Department of the Interiorr,„, • Ti• 'lRH�A1a i FISH AND WILDLIFE SERVICE ,s c� ov TN£ Pacific Islands Fish and Wildlife Office 300 Ala Moana Boulevard,Room 3-122, Box 50088 Honolulu,Hawaii 96850 In Reply Refer To: 2009-TA-0032 DEC 0 9 2008 Mr. Brian T.Nishimura Planning Consultant 101 Aupuni Street, Suite 217 Hilo, Hawaii 96720-4221 Subject: Species List for the Pre-Environmental Assessment of the Proposed Mohouli Heights Senior Neighborhood Project, Hilo, Hawaii Dear Mr.Nishimura: Thank you for your letter dated November 3, 2008, received on November 10, 2008, soliciting our comments and recommendations to assist you in the preparation of a Draft Environmental Assessment(DEA). The proposed project is an affordable elderly housing project on 15 acres of undeveloped land at Waiakea, South Hilo, Hawaii [TMK(3) 2-4-001: portion of 168]. We are providing a list of threatened and endangered species that may occur in the proposed project area to help you identify potential impacts to listed species pursuant to section 7 of the Endangered Species Act 1973, as amended, [16 U.S.C. 1531-1544]. We have reviewed the information you provided and pertinent information in our files, including data compiled by the Hawaii Biodiversity and Mapping Program and the Hawaii GAP Program. Land cover information indicates that the proposed project area has classifications of open ohia forest and native uluhe shrubland. The federally threatened Newell's shearwater (Puffinus auricularis newelli), federally endangered Hawaiian petrel (Pterodroma phaeopygia sandwichensis), Hawaiian hoary bat(Lasiurus cinereus semotus), and Hawaiian hawk (Buteo solitarius)have been observed in the project vicinity. There is no federally designated critical habitat located in the vicinity of the project. .tr,-- We offer the following recommendations to help avoid and minimize project impacts to listed species. Outdoor lighting can result in seabird disorientation, fallout, and injury or mortality. Potential impacts to seabirds can be minimized by: 1) shielding outdoor lights associated with the project,particularly when used during each year's peak fledging period(September 15 through December 15); 2) avoiding night-time construction; and 3) providing all project staff with informationregarding seabird fallout. To avoid impacts to the.endangered.Hawaiian hoary bat, woody plants suitable for bat roosting should not be removed or trimmed during the bat birthing and.pup rearing season(April to TAKE PRIDE® INAMERICA��,� Mr. Brian T. Nishimura 2 August). If this avoidance measure can not be implemented, bat surveys should be conducted and, if this species is found, our office should be contacted for further assistance. We hope this information assists you in determining potential impacts to listed species and avoiding and minhnizing these impacts. If you have any additional questions,please contact Aaron Nadig,Fish and Wildlife Biologist, Consultation and Technical Assistance Program (phone: 808/792-9400; fax: 808/792-9581). Sincerely, 'guaca Patrick Leonard Field Supervisor r0 • • I ... ., L77 Phase III - 9.2 Units o o ,I `�x c, „,,,,, .,,,- Hilo, Hawaii. ZC.•`' INDEX TO DRAWINGS C”J F"E. VICINITY MAP PROJECT SUMMARY CnE. T-001 COVER PAGE,PROJECT DATA,PROJECT SUMMARY, A APARTMENT BUILDING#1 APARTMENT BUI LDING#2 INDEX TO DRAWINGS,VICINITY MAP,AND LOCATION MAP A•+00 OVERALL SITE PLAN GROUND FLOOR GROUND FLOOR A-101 COMMUNITY CENTER FLOOR PLAN WING UNITS: 9,905 S.F. • LNING UNITS: 9,905 S.F. A-102 COMMUNITY CENTER ROOF PLAN - ea CIRCULATION(WALKWAYS AND STAIRS): 2,837 S.F. CIRCULATION(WALKWAYS AND STAIRS): 2,837 S.F. q-+03 APARTMENT BUILDING 1 FIRST FLOOR PLAN W • SUBTOTAL 12.7425.F. SUBTOTAL' 12.7425.F. A-104 APARTMENT BUILDING(SECOND FLOOR PIAN -, A•1p5 APARTMENT BUILDING 1 ROOF PLAN SECOND FLOOR SECOND FLOOR • A.106 APARTMENT BUILOING2FlRST FLOORP AN j/ LIVING UNITS: 9,905 S.F. LIVING UNITS: 9,905 S.F. q-107 APARTMENT BUILDING 2 SECOND FLOOR PLAN • CIRCULATION(WALKWAY): 2,405 S F. CIRCULATION(WALKWAY): 2,405 S.F. A-108 APARTMENT BUILDING 2 ROOF PLAN SUBTOTAL 12.3105.E SUBTOTAL 12,3105.F_ A-109 APARTMENT BUILDING3 FIRST FLOORPLAN A-110 APARTMENT BUILDING 7 SECOND FLOOR PLAN PROJECT . •. GROUND FLOOR: 12,7425.F. GROUND FLOOR: 12,742 S.F. q-111 APARTMENT BUILDING 7 ROOF PLAN SITE SECOND FLOOR: 2,3105.F. SECOND FLOOR: 12.3105.F. A-200 COMMUNITY CENTER F�TERIOR EIEVAT ON5 A-201 APARTMENT BUILDING 1 EXTERIOR ELEVATIONS " - GRANOTOTAL: 25,0525.F. GRAND TOTAL' 25,0525.F. ABUIOELEVATIONS A-203'202 APARTMENTAPARTMENT BUILDINGLING7 EXTERIOR2EXTERIOR ELEVATIONS LOCATION MAP APARTMENT BUILDING#3 COMMUNITY CENTER PROJECT DATA • GROUND FLOOR LIVING UNITS: 5,354 S.F. COMMUNITY ROOM(COMMUNITY ROOM,KITCHEN, ZONING PROJECT DATA ix.. ` STORAGE,MAINTENANCE) 2,393 S.F. t�`18 r,.{'• d y'. 5'J- 31 '. 41 ., �,O COMMUNITY CENTEfl(COMMWUNITY ROOM,TOILETS TMK: (7)2-4-001:177 l%" i�� �' S I I Y Y 4 ''' L C7 MECHANICAL OFFICES STORAGES, 2,990 S.F. OFFICE BUILDING(OFFlC0 CONFERENCE ROOM,SALON, ZONING: RM-1.5 ;t Sf C? y. 1 ! : I. STORAGE,MAIL,MANAGERSUNR, '3) yt IXERCISE,TOILETS,STORAGE,JANRDRI 3,597 S.F. ' 1 � Y."- CIRCULATION(WALKWAYS,STAIRS,ELEVATOR): 3,803 S.F. LOT AREA: TBD 1 9 • © k� 1 3 SUBTOTAL' 121,,. F.,._ ANCILLARY R E(UUNORY,ELEVATOR,MECHANICAL, r' 1 •® yy IBC TYPE OF CONSTRUCTION: VB(SPRINKLED) ,�(,� —f,, K m ti - PROJECTELECTRICAL BTORAGE): 1,744 S.F. f j ! ' r� f '.' IBC OCCUPANCY: R2,A7 emu N,1 a 7 OCATION SECOND FLOOR CIRCULATION(COVERED IANAI,COVERED WALKWAYS. Pro)ecl: • i. " q "�J COVERED WAITNG AREAS):- 3,586 S.F. TOTAL FLOOR AREA: 81,498 S.F. UVING UNITS: 5,356 S.F. �'�. r ,., GRAND TOTAL:_11,321:S.F. r a Mohouli Phase 3 X' d- CIRCULATION(WALKWAY(: 2,571 S.F. MAXIMUM DENSITY ALLOWED: MO ^5L )�• '��Fj+ ' SUBTOTAL 7,925 S.F Moh4u/i, Flaw. �,�,. �y 7r1 1 / �i v DENSITY PROVIDED: 92 UNITS $r i�' a T m�� J. HEIGHT ALL OWED: 120' Title: h F>• �' GROUND FLOOR: 12.1475.F. 1 -� COVER PAGE, ,tt 8%', 'S SECOND FLOOR: 7,9255.F. HEIGHT PROVIDED: 72'•2' PROJECT SUMMARY, ./...,:,?.;7:-'17:7;;,-, 1 •. t +T PROJECT DATA, I YARD SETBACK REQUIRED VICINITY MAP, { Y'' GRAND TOTAL: 20.072 S.F. LOCATION MAP ',;12,11/21,32)t,..I. - (/ 4{ -FRONT/REAR: 20' r G<lI x• "� PneOb /T 1 -SIDE: 10' Date: � YARD SETBACK PROVIDED: .d 1 -FRONT/REAR: a20' August 18,2017 Sheet a 1 L{ ! \ -SIDE: >t0' ,,,....,,,,,,,,:„...,,,,,,:.p., PARKING REQUIRED: 92%1.00=92 0 s . -u r ti xy t1: __ _ - _ PARKING PROVIDED: 102(b ACCESSIBLE 10 GUEST) T 001 LOADING REQUIRED: 1 LOADING PROVIDED: 2 1 \ `\\\ ' \ 1 �- - - - - III I =''PM !T = = = = = = �' /,i _----\---- \ \A \ - - \ ,/ i-rrrn -.-1--r%i, L---.4 )1 az ),‘,.--, _ JnTTTIiiiY - - ~ - - - ---- - - _iii��—••- - , �. - ,.:r_tk - - ---- • — . • _ . * - ... iiiiiiiiI.4itis. ��` =t-it- -a--M .R71:1MR1Elf A -j.-�%f T_ .....a ., a.,� `\ `\ + + + • ,`Espdbas i� nail • \ '% O pr 7.. 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NEM cUTTM AHO 4( _ 1111111 �-1 . III ., �I `I '' i � 1111 0 SII -- Mali 1 II I II11 'UNI. I I ' I T ..�Wi.�1I111�1�111ri,'=1_ _ _ _ _ ___.i . _ �p�p�pl II ir ^I ...- IIIIIIBII _.:. . OPEN a I III I i -' A ®��_ — e O zap 2 • YAUYUNY SICUIIID{MOE— .SLUYHN11 SENR01 DOR!GTE W NOISE 11P. P4 Rr x r v o �. OAPAFTMENT BUILDING I SOUTH ELEVATION(LEFT) OAPARTM PNT BUILDING 1 NORTH ELEVATION(RIGHT)• W W z (~ L.,n v .F.L., W A 1 FY vµ05.TM .< 8 0 I*1111111 mo._ _ *i m i ww w www w T� elle w11' ■O. . . 44 .-.I laIswill . 1i I •III, iui®sm® i .1� ; e� ' if au I LI rti IfIII 1 11[I _ _ � 111 s� . _ '= I _ �Q _ • • I _FT-_ovM OPM BPM� _ I ff. 241=--- ,I 11. I �� �_ l"- I —I ` = COVERED WALKWAY ' TMENTnr NG BUILDI1 WEST ELEVATION(REAR) O ciAPARn YGPL RooAnc. _. fro. / r Project: ... - .. . - : - — — ,,'� YON 90 NO,DP. MB Moho Phase 3 • - _ — . - - _ - / WINO AND GITEBS fR 1 •I • _ im ' _ I uli 9 11 I �_� � � I I Title: I .I.C -. ,III .I I I I A• 6 I II I IRI I Bal.,NW NEY.MP. II r I — 1 r r _ I APARTMENT BUILDING PI 1111 ,1 I r _ �� EXTERIOR ELEVATIONS =MB M. I l r I— __ ( —32 Eva=_,F�u–cam= 'I �� -am ' {p 1 ' —— •� I `I , yi�UR i II IL 1 I ,1 Fm—FI�0IY J I l iI 11 I 9 TGR 4 'I !L I� �. ov6R OPEN _ OPEN .. II I IL:9.1.1.1 (.,L:.1L. _6.'.C._ �J 1_l�=_.1_l.1' 1 _C_1_,il_�I-_�_l= - Dale: SW.51101155.T➢. - ,,,..„S 1,555.fro. COVERED WAITING AREA COVERED WALKWAY August 18,2017 W SIM,TIP. EOM MO BASDS,SP. Sheet OAPARTMENT BUILDING I EAST ELEVATION(FRONT) . T" • A-201 16' i SCALE:115'=1-0. YOA ROOF,TYP. ra,i OECORAM YOCf � I I I I NMI. v,TP. .Trit_ � UA 5,01.4l 111 ® ai '._111IIIIIIII IIIIII1IIII_� lit Ii; . I IP'p�io/- • 1 BA — m.T ,'I i 1` 1.4 WCI IlllllliI III I I1 .I 111.11.1..imL— I ; iIIIIIIII 1I _ ONO ' arw.— .—' anw .-- y �...._,...y.._,_. _..-'I -a _._..I ll __II - 0': '-..‘ IMO �j O -• W SOiNG,TO. ILLIN.AW'Nw SENRII0 OIR/LAIC AWNYY SENRIR PENCE �„i ,r-, C. 0 v o �. OA,PARTMENT BUILDING 250UTN ELEVATION(LEFT) ®APpRn MENT BUILDING 2 NORTH ELEVATION(RIGHT) z 0 m ra , r ,, h V . wad PV PANELS,n9. G o • plinE. von 44 o ' "-"--—" -' - IRON,wwww www wwwww wwwwww w — id u:l�'�i' 1�1 - _..•_ I.,,. T; .,,._.•,...,..,,.i.,..., r f L.T.1 i'111.11 • � ����_ II F llJ LI�J `10®I ® mg _ ._... flil_.:_, . w I•-X_I -. t -=_Iia.I��"_��= I I I _ I !p1 I I RIP-___`-'- Ir I �I EII.. -`5��=•, ! r � -�_� —A-FL I 1I I -=— N It zw6'v� 3 I , II 1 IR .-14=i..aw= ' II I —EI — OPEN OPEN 1 I.I.I1„Ia tL6_.__.._._ LII. _-I_ _ _ _ _ _ ,._..a.L.1-_-•,. _ e _ .. COVERED WALKWAY OAPARTMENT BUILDING 2 WEBT ELEVATION IREARI )aiI YDA SIOWC,f.P. • - -� Mohauli Phrase 3 -I-_ I� [11111.1111. � 1 11„ IIII'� hfoFauli,9Pwuii BONN ANO WINS.119. I _I_^ ��� II , '. •I 11•' LL��®��: 1 1 I I,i•. MUM ,-I L E. Title: BELLY BANG IAN,EV. - X • I - - - - 1. I i - .1 u,•1 II I 1' _ -- t 1 I. i I I I I , APARTMENT BUILDING N2 _ - - 1 1 1 1 1 1 1 1 _ 1 1 1 1 1 1. EXTERIOR ELEVATIONS �� I1 1 -.. I mo''= � b.,_ HI I ,_.,.7--21.2 I I � ilk_ I i 1 1 1 11 t i' OPEN CP01 OPEN $i 1 -ITL_E�E— HA E = 'fir's AGS II IM_ II I it • —r1 —WI= I'_I �__.3I I �RiIFK 11; __c_0...).. _L:I, M _,II I V.: •.I i i .1.11 L.' 4.. Dale: COVERED WALKWAY COVERED WAILING AREA August 18,2017 alCUSIE PROO'XS,T9. UP SOINC,EYP. ,--WALL SKIMS.TEP. Sheet: MAO ANO Val.,,NIP. APARTMENT BUILDING 2 EAST ELEVATION(FRONT) - A-202 16 11,61"9.1111111 SCALE:118-=1•"0' • r4 -AiMillIlliIllIim.- u g to' -7 - -, ; _[ .!:f if i1 1 r` 11 -1 I:- 1-1 }-: , ® 1 -== - a ' • I I• If .(1 !911'11' '. :II' . I��AIII ;II I I. 1 If I I �- I ,r• II,1 I • • • IL . .0•17 —m-� _ = I I _ aa5= — _ .—. -- e1— j I I � — i _ �^y' ='4'-'---g —4 f .gy �I I �� -� . I_�� I — _zs— �� 1�—per = 1 I -— � z a •I •I I I 1 9'U'9._AlA9-9! —, I! i.i I!ii, I!I .I . 111! .-- -. --- -- HJ Dz • 94ao x rC OA,PARTMENTr> C.BUILDING 3 WEST ELEVATION(REAR) • . O 4 v, // ....>.r' WM RAM Ire.— r v F W -- W Crn ` I I � II C I , I I I I, H 1e ! II 1 J Af I.. I or IMO rnu.m. • • ' -7--7'4_ ,':.: _ _ .< o. irti 111NI 11111111 1111,111111110i , / B/rLNWatt CmTrc. W . - NLY!MIY SENIOR OMNI art - AM.SIGNIOR MICE OAPARn MEENT BUILDING 3 NORTH ELEVATION(RIGHT). OK00174 YOU ' PNNWOLTNO PARS.M. ' • • . rSBUANIANGBG94 S.RP. F_b -;--- --;---- ----'--, '-�-i. hi --- - -, Tt..l., Y r-Ms j 111 - uGY MIPI LL t-• ` -a;M..l { 1- _...i._� ..+� i ; ; --�- fir •ni,.. Mk AA Pour. ._a..1 i T r--I- 4-H _; , I_r-• L-1--i•.im...i-;1-, 1,----:�',----Ii-T,--A.--1-1 rm........r. UN.PT. rr—r-1 rrrrrr r r rrr r rT T MT—rrrrI-rTT —Fr r r r-r rr f r Tr OAPARTMENTBUILOING B SOUTH ELEVATION(LEFT) Project: • Mohouli Phase 3 Mohouli,flawoii ORA ROOM,RP. 1 — Title: UM SONE,no.\ Ill" _ -_L - �I ._ — EXTEIUOR ELEVATIONS Al ,�i • h.�..''' '� _. ,' .I, li ®L. . • i I I .:I-. ,'• .i U _ Dale I .I I — 1 i - TMENfB �/ t�9 9� 1-=Tau I; I,•,I•I — T',11 it II 'lift!!! Wil.r August 18,2017 1• .\\._ .,•-4• - - -_=.--: -.,if=caIt= I I" =cc:pr r. = =-....'''..n'-==—'.:::114=- 1, I`I — H,. S ' •'. _ _ =..•,_ 1 I II Sal B®= till . .;BL-=--_---17-1------;f- .39'-� S _ ;iI a5�6m II = �= Sheet: cLLQ— ��2, �t I I —r=L - -- �I1 • _ IIt1i914 . ;I I = 1 I•„ Id•,• I,;.'1! 1I• !LI 1! • . A-203 .LBOIU— MM.MUM orotT curt .161 N'NOONS.RP. BWAD OID BSTRN.TM - UP 9DIO,M. 1.16111 O •, OAPARTMENT BUILDING]EAST ELEVATION(FRONT) rric SCALE Ills TA• 4 < .. '4,\ LAURAELTHIELEf •Cp'''p l' 3 9 •.,9 CHAIRPERSON • �: \�11`.`�I ••moi; U/MID c7P LAND AND NMTVNAL RUSOtRL L LINDAGOVERNOR OF HAWAGLEII / %SIR P \ l�Ja\usloN ON\\.\r1:R utsovrtcc u,��.r,Li1)NT OF HAWAII I t f '. " r' I. A 3 RUSSELL V.TSui1 .�.Py 1{t FIPSTDF.PLTY `ti yc ..'4'41% ' ,,1.0•'vIs f'fFl KEN C.KA\\'AI{ARA y f�+�v,� UrCPfl Y DIRECTOR•WATER hand end Nay aIG-,:?-1',' AQUATIC RESOURCES 6 ,-- Ur ',OATH:0 ANL,OCEAN REMAIN, -`* J/ ERA&\L'OF CONVEY,NCES ,y�, 'P CONIWIISSI ON WATER RESOURCE U.L\AIIEME 1 `•'z::��'�.. u� CONSERVATION AND COASTAL LANDS R "X Y iy�4,. -. CONSERVATION RESOL'RCFS t::FORCF'_Ul:\1 a. fry STATE OF HAWAII FORE RTRY AtiO\\ILOLIFE 11I'i 70RIC P R E�E RVAT I O\ DEPARTMENT OF LAND AND NATURAL RESOURCES IvVIOOL.UCE ISLAND RCELObf?11 SIDS STATE PARKS State ort—wo • POST OFFICE BOX 621 HONOLULU,HAWAII 96809 July 1, 2008 Ref. No.: E04224 • Author: LD-cu • MF.MO.RANT)T TM TO: Mayor Harry Kim County of Hawaii FROM: 4aira H. Thielen, Chairperson — Board of Land and Natural Resources SUBJECT: Governor's Executive Order No. 4224 Setting Aside Lands, Waiakea, South Hilo, Hawaii, Tax Map Key; (3) 2-4-1:168 • Enclosed for your records is one copy of Governor's Executive Order No. 4224 setting aside 15.948 acres for elderly, affordable rental housing and related purposes. .At its meeting of February 22, 2008, under agenda item D-4 (copy enclosed), the Board of Land and Natural Resources approved of and voted to recommend to the Governor the issuance of the subject executive order. If there are any questions, please feel free to contact Charlene Unoki at 587-0426. Thank you. Enclosures - � -' —Q s= I I cc: Land Board Member ,—# Central Files 0: I' •' , L.1 71 District Filesio ..�, ..j..,,.. --� Iv L/ w Planning Dept. . Exiiibit La s ip 01: � 'L+'K,�c% q (rev. 01/07) gLite. ) ) ) ) • ) ) ) ) ) ) ) ) ) LAND COURT SYSTEM ) REGULAR SYSTEM Return by Mail ( ) Pickup ( ) To: Total Number of Pages: Tax Map Key No. (3) 2-4-001 : Por. 168 FROM: STATE OF HAWAII BOARD OF LAND AND NATURAL RESOURCES TO: COUNTY OF HAWAII 25 Aupuni Street Hilo, Hawaii 96720 4 EXECUTIVE ORDER NO. ` p SETTING ASIDE LAND FOR PUBLIC PURPOSES BY THIS EXECUTIVE ORDER, I, the undersigned, Governor of the State of Hawaii, by virtue of the authority in me vested by Section 171-11, Hawaii Revised Statutes, and every other authority me hereunto enabling, do hereby order that the public land hereinafter described be, and the same is, hereby set aside for the following public purposes : 281040 1.DOC DEPARTMENT OF LAND AND NATURAL RESOURCES LAND DIV1SlON • P.o.BOX 621 t I FOR ELDERLY AND/OR AFFORDABLE RENTAL HOUSING AND RELATED PURPOSES, to be under the control and management of the County of Hawaii, being that parcel of land situate at Waiakea, South Hilo, Island of Hawaii, Hawaii, identified as "Mohouli Heights Senior Neighborhood, " containing an area of 15 . 948 acres, more particularly described in Exhibit "A" and delineated on Exhibit "B, " both of which are attached hereto and made parts hereof, said exhibits being respectively, a survey description and survey map prepared by the Survey Division, Department of Accounting and General Services, State of Hawaii, both being designated C. S . F. No. 24 , 597 and dated April 11, 2008 . SUBJECT, HOWEVER, to the condition that upon cancellation of this executive order or in the event of non-use or abandonment of the premises or any portion thereof for a continuous period of one (1) year, or for any reason whatsoever, the County of Hawaii shall, within a reasonable time, restore the premises to a condition satisfactory and acceptable to the Department of Land and Natural Resources, State of Hawaii . SUBJECT, FURTHER, to disapproval by the Legislature by two-thirds vote of either the Senate or the House of Representatives or by majority vote of both, in any regular or special session next following the date of this Executive Order. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Great Seal of the State of Hawaii to be affixed. Done at the Capitol at Honolulu this 2444, day of rine , 2008 . 24:./4:„., - Governor of the1te of Hawaii ✓r APPROVED AS TO FORM: / Deputy Attorney General Dated: (a `77f 281040 1.DOC 2 DEPARTMENT OF LAND AND NATURAL.RESOURCES I nein nthncInra STATE OF HAWAII Office of the Lieutenant Governor THIS IS TO CERTIFY That the within is a true copy of Executive Order No. setting aside land for public purposes, the original of which is on file in this office . IN TESTIMONY WHEREOF, the Lieutenant Governor of the State of Hawaii, has hereunto subscribed his name and caused the Great Seal of the State to be affixed. DONE in Ho olulu, t is day of , A. D. 2008 • 261040_1.Doc 3 DEPARTMENT OF LAND AND NATURAL RESOURCES . LAND DIVISION ;C(Pet 5 p',N STATE OF HAWAII SURVEY DIVISION 24,597 DEPT. OF ACCOUNTING AND GENERAL SERVICES April 11, 2008 C.S.F. No HONOLULU MOHOULI HEIGHTS SENIOR NEIGHBORHOOD Waiakea, South Hilo,Island of Hawaii, Hawaii Being a portion of the Government (Crown) Land of Waiakea. Beginning at the southeast corner of this parcel of land and on the west corner of the intersection of Mohouli Street and Komohana Street, the coordinates of said point of beginning referred to Government Survey Triangulation Station "HALAI" being 4189.79 feet South and 1317.93 feet East, thence running by azimuths measured clockwise from True South:- 1. Along the west corner of the intersection of Mohouli Street and Komohana Street on a curve to the right with a radius of 30.00 feet, the chord azimuth and distance being: 13° 10' 42.43 feet; 2. 58° 10' 664.14 feet along the northwest side of Mohouli Street; 3. 328° 10' 5.00 feet along a jog on the northwest side of Mohouli Street; . EIMBOT "A" - 1 - C.S.F.No. 24,597 April 11, 2008 4. Thence along the northwest side of Mohouli Street on a curve to the right with a radius of 1930.00 feet, the chord azimuth and distance being: 64° 39' 30" 436.41 feet; 5. 341° 09' 20.00 feet along a jog on the northwest side.of Mohouli Street; 6. Thence along the northwest side of Mohouli Street on a curve to the right with a radius of 1950.00 feet, the chord azimuth and distance being: 71° 40' 15.5" 35.46 feet; 7. Thence along Road Lot on a curve to the right with a radius of 30.00 feet, the chord azimuth and distance being: 118° 00' 45.5" 43.03 feet; 8. 163° 50' 269.21 feet along Road Lot; 9. 73° 50' 50.00 feet along the north end of Road Lot; 10. 163° 50' 373.97 feet along Public Safety and Related Purposes Site; • 11. 253° 59' 52" 424.66 feet along the Lots 347 and 346 as shown on Map 75 of Land Court Application 1205; 12. 238° 14' 669.24 feet along Lots 383 and 393 as shown on Map 81 and Lots 86, 85, 84, 83, 82 and 81 as shown on Map 37 of Land Court Application 1205; 13. 328° 10' 206.61 feet along the southwest side of Komohana Street; 14. 58° 10' 15.00 feet along a jog on the southwest side of Komohana Street; 15. 328° 10' 349.89 feet along the southwest side of Komohana Street to the point of beginning and containing an AREA OF 15.948 ACRES. - 2 - 24,597 April 11, 2008 C.S.F. No. SUBJECT, however, to Easement A for Road and Utility Purposes affecting the above-described Mohouli Heights Senior Neighborhood as shown on plan attached hereto and made a part hereof and more particularly described as follows: Beginning at the northwest corner of this easement, being the end of Course 10 of the above-described Mohouli Heights Senior Neighborhood, thence running by azimuths measured clockwise from True South:- 1. 253° 59' 52" 424.66 feet along Lots 347 and 346 as shown on Map 75 of Land Court Application 1205; 2. 238° 14' 204.92 feet along Lots 383 and 393 as shown on Map 81 of Land Court Application 1205; 3. 308° 28' 30" 26.56 feet; 4. 58° 14' 217.36 feet; 5. 73° 59' 52" 428.05 feet; • - , - C.S.F.No. 24,597 April 11, 2008 6. 163° 50' 25.00 feet along Public Safety and Related Purposes Site to the point of beginning and containing an AREA OF 15,937 SQUARE FEET. SURVEY DIVISION DEPARTMENT OF ACCOUNTING.AND GENERAL SERVICES STATE OF HAWAII By: Glenn J. Kodani Land Surveyor ml Compiled from map furn. by Inaba Engineering, Inc. Said map have been examined and checked as to form and mathematical correctness but not on the ground by the Survey. Division. - 4 - • • • I STREET Ta K'''.-"'0 SL's s, Lot 39 A ' 1 k• Cot 348 1� Cat 345, \ Lot 390 O DOSS 1 .it j'V\ 1 Lot 369 ,-� C� //�' , ,,,,_ �`1 388 ,0 .�� Q- i w GP ro 6.tlap LJ 047p2,9 ..,,5) Lot 381 a 4(2,2d 5B6Ill f t'lle t �1 r7,4.7 .9,52, <ot .T4� Coves Lot Lot 385 '3 f .25.8.„..0 4'e 346 '�Apiication C Q'79<3 OHUKEA ST. ar goy a Eo i 1 'aSOP .._,.., Lot 384 3 8205 �J \ Cc`r ^ 359`4' 738363 ? I{at 86 Loi 85 Lot 84 Lot 83 tot 62 Lot 81 a 1 52. `� ,.. . '......238'.14' 669.24 i 204.92 i Cy i a 58'14'-^— 217.36 32656 0^ m o _ Easement A for ` • •0 Road and Utility Purposes c-m p • �� (15,937 Sq. Ft.) i1 , o y h `p' Lot 3 58'1Q ',Cilli o`� 73 50' 15.00 0, q� lc:, ,,,,,1 15.948 ACRES =w w f a `.' ,1hIo W ? i Lot 2 ;t�! °�S,�J ./ C/] 111 vt if,I.1 1 'O' iA10 4189.79 5E 1 ^,`,1;i) 118'R'30.04 43 03 HAtf t3 • S� _ 64.39'30"�436.41 13'10' 42.43 -_..,___ R-30.00 3S•4BSS 341'09' 2Q•QQ 328'10' 5810' — 664.14 MOHOUJJ 5.00 STREET ,,,,,s0' • t I i X70 do .,4 I i i O s University of Hawaii and Allied Purposes Site o } Governor's Executive Order 3814 I i (c.s.F. 22,952) i I i REDUCED NOT TO SCALE i I ® O LI HEIGHTS SENIOR NEIGHBORHOOD IWaiakea, South Hilo, Island of Hawaii, Hawaii t 1 r Scale: 1 inch = 200 feet I Job H-105(08) • f Tf„Wfui F Lg P. G€�"T9 I t i C. BK. ` �'t,till ti L 1 TAX MAP: .�. SURVEY DIVISION _�-�-�-._.._,.�.........._..,M_�d...� t 2-4- ot:Por. 768 DEPARTMENT OF ACCOUNTING AND GENERALn( pSERVICES "f If \/A A.GA..f N G3 11 (!M1ikL 0_11A fl!r1W Yid LLQ e..yu.r�w-wwa r`4 r,'i moi' STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES Land Division Honolulu, Hawaii 96813 February 22, 2008 Board of Land and Natural Resources PSF No.:08HD-007 State of Hawaii Honolulu,Hawaii HAWAII . Set Aside to the County of Hawaii for Elderly, Affordable Rental Housing and Related Purposes and Issuance of a Right-of-Entry Permit to the County of Hawaii, Waiakea, South Hilo, Hawaii, Tax Map Key:3rd/2-4-001: 168 APPLICANT: County of Hawaii, a municipal corporation whose mailing address is 25 Aupuni Street, Hilo,Hawaii 96720 LEGAL REFERENCE: • Section 171-11, Hawaii Revised Statutes(HRS), as amended. • LOCATION: Portion of Government lands situated at Waiakea, South Hilo, Hawaii, identified by Tax Map Key: 3r3/2-4-001: 168, as shown on the attached map labeled Exhibit A. AREA: 15.948 acres, more or less. ZONING: State Land Use District: Agriculture County of Hawaii CZO: Agriculture (AG-1) TRUST LAND STATUS: Section 5(b) lands of the Hawaii Admission Act APPROVED BY THE BOARD OF LAND AND NATURAL RESOURCES BLNR- Set Aside to • Page 2 February 22, 2008 County of Hawaii for Elderly Affordable Housing DHHL 30% entitlement lands pursuant to the Hawaii State Constitution: NO CURRENT USE STATUS: Vacant and unencumbered. PURPOSE: Elderly and/or Affordable Rental Housing and related purposes. CHAPTER 343 -ENVIRONMENTAL ASSESSMENT: This action before the Board is merely a transfer of management jurisdiction and does not constitute a use of State lands or funds, and therefore, this action is exempt from the provisions of Chapter 343,HRS,relating to environmental impact statements. Inasmuch as the Chapter 343 environmental requirements apply to Applicant's use of the lands, the Applicant shall be responsible for compliance.with Chapter 343, HRS, as amended. APPLICANT REQUIREMENTS: Applicant shall be required to: 1) Process and obtain the necessary change in Land Use Designation, Zone Change and any other land use approvals or permits appropriate for the proposed purpose; 2) Process and obtain subdivision at Applicant's own cost; 3) Provide survey maps and descriptions according to State DAGS standards and at Applicant's own cost;and 4) Inasmuch as the Chapter 343 environmental requirements apply to Applicant's use of the lands, the Applicant shall be responsible for compliance with Chapter 343, HRS, as amended. BACKGROUND: In connection with a previous request by the County of Hawaii, the Board of Land and Natural Resources approved a set aside of approximately 5 acres for a Fire Administration Facility on what is labeled as "Lot 2"on the map attached labeled as"Exhibit B". The map attached as "Exhibit B"is the subdivision map prepared by the County's consultant in connection with the previous request in meeting a condition to subdivide Fire Administration parcel. The subdivision action will create two remainder parcels,Lot 1 containing approximately 9.091 acres and Lot 3 containing approximately 15.948 acres. By letter dated January 10,2008,Mayor Harry Kim isrequesting the Board's approval for a set aside to the County of Hawaii for the parcel identified as "Lot 3"on Exhibit B containing approximately • • BLNR- Set Aside to Page 3 February 22, 2008 County of Hawaii for Elderly Affordable Housing 15.98 acres. The County of Hawaii would like to develop the subject newly subdivided parcel for an elderly affordable housing project. The County of Hawaii proposes to work with the Hawaii Island Community Development Corporation(HICDC), a Hawaii non-profit corporation,through a long- term lease,in the development of a series of senior residences. The County has successfully worked with HICDC on a number of other elderly and affordable housing projects. Upon agreement on the long-term lease, the proposed agreement will be brought to the Board for its consent as required pursuant to Chapter 171-11, HRS. The following is a summary of the proposed project and development concept: Mohouli Heights Senior Neighborhood Location • The proposed Mohouli Heights Senior Neighborhood is located in the heart of Hilo town at the intersection of Komohana and Mohouli Streets. This central location provides ready access by short vehicle trips to all financial,medical,retail and personal services available in Hilo. This location is also convenient for Hilo, Puna and Hamakua residents who wish to visit their senior relatives and friends residing in Mohouli Heights. The Plan The proposed Mohouli Heights Senior Neighborhood is planned to be developed as an integrated series of senior residences focused around a central activity core. This core complex would fowl the nucleus of the neighborhood and would encourage continuing social interaction by the resident seniors as well as supplying much needed services. As presently envisioned the complex would contain up to 250 residential units in multi-unit structures. The units will primarily be one bedroom units, while studio and two bedroom units are possible depending on the demand and financing available. All units would be accessible or adaptable to make daily living easier for all tenants. The units would be arranged in 30-40 unit clusters, a scale that encourages neighbor to neighbor relations. Covered walkways are planned between the clusters and connecting to the central core. This will help the neighborhood remain functional throughout the typical Hilo weather pattern. The central core will be composed of one or more structures that contain spaces for activities • essential for daily living. These functions are planned to include: © A transit center where residents can be picked up and dropped off o Beauty/Barber Shop o Small convenience retail space • BLNR-Set Aside to • - Page 4 February 22, 2008 County of Hawaii for Elderly Affordable Housing o • Visiting doctor office s Office space for visiting agencies. © Activity Rooms, e.g. an arts and crafts room o Mini-Theatre a Central kitchen and eating area o Exercise Room The grounds would include parking and areas for outdoor activities. These uses would be set in a landscape that is appropriate for Hilo's climatic conditions. The planned outdoor uses include: ® Raised garden plots scattered throughout the site o Potting shed o Exercise path o Fenced dog run o Barbeque areas ® Outdoor eating and lounging areas Target Market This neighborhood is planned for seniors 62 years of age and older. The income ranges would include those qualifying for low and moderate income housing and would be matched to the various complexes based on the project financing. Rents and Financing At this time all units are planned to be rental units. The rents would be established by the financing programs which are anticipated to include the full range of state and federal programs for low and moderate income residents. Phasing The initial phase would include all environmental and planning studies, including the development of a master plan-for the entire.site. Subsequent phases would include incremental development of the residential complexes and central core. Services It is anticipated that a variety of public and private agencies will be providing services in the Mohouli Heights Senior Neighborhood. These services are expected to include transportation, exercise, personal and professional care. Meal services will be sought consistent with the limitations imposed by the various funding programs. • • BLNR-Set Aside to • Page 5 February 22, 2008 County of Hawaii for Elderly Affordable Housing DISCUSSION: The agency's proposed request for the set aside is appropriate and satisfies a public purpose—to develop an elderly affordable rental housing project in East Hawaii. Comments were solicited from: DHHL No comments • County Planning No comments County Public Works See Exhibit C County Water See Exhibit D • OHA Lands are ceded. Only management of the property can be transferred to the County. • The County of Hawaii is requesting the Land Board's favorable consideration for a right-of- entry permit for management purposes. This will allow the County and their consultants to• start the necessary environment studies, surveying, etc.. RECOMMENDATION: That the Board, subject to Applicant fulfilling the Applicant Requirements above: 1. Approve of and recommend to the Governor the issuance of an executive order setting aside the subject lands to the County of Hawaii under,the terms and conditions cited above, which are by this reference incorporated herein and subject further to the following: A. The standard terms and conditions of the most current executive order form, as may be amended from time to time; B. Disapproval by the Legislature by two-thirds vote of either the House of Representatives or the Senate or by a majority vote by both in any regular or special session next following the date of the setting aside; C. Review and approval by the Department of the Attorney General; and D. Such other terms and conditions as may be prescribed by the Chairperson to best serve the interests of the State. 2. Authorize the issuance of a management right-of-entry permit to the County of Hawaii covering the subject area,which are by this reference incorporated herein and fiirth.er subject to the following: BLNR-- Set Aside to - Page 6 February 22, 2008 County of Hawaii for Elderly Affordable Housing A. The standard terms and conditions of the most current right-of-entry permit form, as may be amended from time to time; and B. Such other terms and conditions as may be prescribed by the Chairperson to best serve the interests of the State. Respectfully Submitted, aaL&4JL( Charlene E. Unoki Assistant Administrator APPROVED FOR SUBMITTAL: :� LI.iLj. ,;;,1 � ra H. 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'�1)�e i�r-�j "7�Y.lC�K :4 i'„ -�rt`'t�°.�. ���E�9��+c •• t--r Gil. .jjS ,tiv� ",f.[� Y,�n,��.,� .,+Glx';� Y•�7 . ,' V� Y, i'•�S lOh�1�1�N;�j%'rY�•'i �`� I /�Q)� L'tt44J',n.,,, :h-r', •r•' ( 4 [' Y' f_1-• Yi CAAYlCJ •��,.� W 7:'(i��•:t'4' ',.. w;41 Nt7trlt5�.t',i � .c..t(A' i. 1,,,. :17 ,. ,...- .'ice •• -�- '.,• �fl\�J�',.Yy ./ "4 }-)-[ • W ti. ,1-..1: .,k-c?.1,;„_,..,)':re: ',„-'-'4.-14'm. "t, .N.V.„:1,q ) 1 i. 11)P \:. . ,.. t. it Nil.... ,..,/,‘,A41 ' v.14-,�-;:i r_ t.Y. ,�.•�...wurce��:7vae LAND 't , ! ,�fl. �" c, ~z • fj:.-1 ,, S.,'I. \,. '''\. .1k.:q.s. \'•`;',. a, I !n ,j i a f %= VICINITY. MAP' „,.// / /1 v {� • , a<� Nat to SCo. ,F. ,` \ • :'\:'.,:k i ft r f , J r t �� 'fo 5 - \ e ��.•�;. rr. 1�b J'. v c M 7� a �, ,, 2 „♦ '2/ to C ...,\2L a ,s Otto ,,\ • -- 'el• �'•� •'' 6p9' �'-%\ q's nP + , f b, ,d„156+L ..1, ao • �9��'''''4',,i'' �;Y`�:� v'4� .V174`2'.1" xn i.. �,D ��i�-', .'a '' c:�i�'�''Ti'r�;�}��;,''_'.x'a 111 CO J..``V a 44. ,� �q r`4 . �.%•A i�.;.•,�tst,+,chl:ghfr7:�b.pt'•`:••:I:.,_ O S _ ':f ;i�:..,r.n},, f U.F � SNA CSS ✓� a+b t3'� N^•5359�'�. — :50�?ar1J-sr � E{.17`A 5`" ,`^' yjr� 'Ya�y / v^ -1 '�- .tea �'1l 'taws r '3 ,:'S,i?�''? (\ es sr-- • ., •d /S ti y •• to _..1 1C' r.•,{•^...� N 'S.:\.:•�! ''"44 �" , �.yT '_w .;�, �''1"!_'-;s:a^.'.'i ' �'�:ry.:.: L s tA0 '. . c` ',� `1! •I .i.C:=�.,,,, .:.•:r,u,, Kra 1• ,,:{,::...- a ''^ ^ e'°+�'6 Ai+f C:'i �.tz;7S;[j„Q .�:'`l.i-f4.`:`,Y'i --- ��.. 01'J�,.7''i},..•.,.-ii.%i: :::•07����. ,T;....:f�Tt.r• v�1. ��i •1T ' ' 1 .'<- _ _'�:-J;•.Y rrM`l•!.'..'' -4. l�' ��:14':..57, (:'I•. i 4,,,,,...N.N.,... ,7 tti,~ -_saw+a �.;a•• pi,- ,;a:?: I EPARTMENT OF PUBLIC WORKS COUNTY OF HA WAI`I HILO HAWAII vg0P/4,440/7142, . r Date January 18, 2008 ?�'� To : CHARLENE UNOKI, District Land Agent :„ - 6 From BRUCE C. MCCLURE,, Director DPW y' L SUBJECT: REQUEST FOR SET ASIDE ELDERLY AFFORDABLE RENTAL HOUSING AND RELATED PURPOSES Waiakea; South Hilo, Hawaii Tmk 3' Div.: 2-4-001: portion 168 We have reviewed the subject request and have the following comments: 1. A flood study to determine the Base Flood Elevations for the FEMA Flood Zone A on the subject property will be required before any work is initiated. 2. DPW, Engineering Division is in the process of contracting a flood study with a consultant. Consequently,project development activities should coordinated with the Engineering Division. 3. All improvements within FEMA flood zones shall comply with Chapter 27 ofthe Hawai`i County Code. EXI6 County of Hawai'i is an Equal Opportunity Provider and Employer. ff—" 19 r ; 49 , "' nd i 1i6 rr•••`u Wr •S"PPLVia° COUNTY OF HAWA@ I '•.`: O C' F„_. DEPARTMENT OF V U W I •�D"�►`-� $ 0 6 til- � '> `�`� -tii t 345 KEll.a9 r?`ASTREET, SUITE 20 HILO, HAWAII 96720 grtj�� .�-�•f*_;< ,:;4,A-1:1;1 TELEP 44E11(308)4961-8050 * FAX (808) 961-8657 a '�'',: s'':..''' Al [c,.�y fl 1y4 4 ::-,''Felituaiy-,:11, 2008 State of Hawai i Department of Land and Natural Resources Land Division P. O. Box 621 Honolulu, HI 96809 REQUEST FOR SET ASIDE FOR ELDERLY,AFFORDABLE RENTAL HOUSING AND RELATED PURPOSES TAX MAP KEY 2-4-001:168 (PORTION) : We have reviewed your memorandum regarding the subject request and have the following comments. Water can be made available from an existing 12-inch waterline within Komohana Street and an existing 12-inch waterline within Mohouli Street, both fronting the subject parcel. Prior to issuing a water commitment for the proposed project,the Department would request estimated maximum daily water usage calculations prepared by a professional engineer licensed in the State of Hawai`i for review and approval, showing the estimated water demand for the proposed non-residential uses of the subject parcel. Unless otherwise approved by the Manager,the estimated average daily usage for each residential unit shall be 400 gallons per day(GPD) or a maximum daily usage of 600 GPD. After review of the calculations, the Department will determine the water commitment deposit amount,facilities charges due, and any water system improvements required for final approval. Pursuant to Rule 5 of the • Department's Rules and Regulations, if the water requirements for the project exceed 120,000 GPD, the developer may be required to enter into a Water Development Agreement with the Water Board. Please be informed that any meter(s)serving the proposed project will require the installation of a reduced pressure type backflow prevention assembly within five feet of the meter on private property. The Department must inspect and approve the installation before water service can be activated. Should there be any questions, please contact Mr. Finn McCall of our Water Resources and Planning Branch at 961-8070 extension 255. Sincerely yours, Milton D. Pavao, RE. Manager FM:dfg �`. y 6�rt i I!1f ,� ...,-,,,,j).----,-- ra. .dan Li rnr�nrND Sri COUNTY OF HAWAII 3 ATE OF HAWAII RESOLUTION NO. 709 08 RESOLUTION AUTHORIZING THE DIRECTOR OF FINANCE TO NEGOTIATE A SEVENTY-FIVE YEAR LEASE WITH THE HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION FOR THE PURPOSE OF DEVELOPMENT OF SENIOR HOUSING AT A SET LEASE RENTAL AMOUNT OF $10 . 00 PER YEAR. WHEREAS, at its February 22 , 2008, meeting, the Board of Land and Natural Resources approved the requested set-aside of the parcel located at Tax Map Key 3/2-4-001 : portion of 168 ("Parcel" ) for the development of affordable senior housing by the Hawaii Island Community. Development Corporation ("HICDC" ) ; and WHEREAS, the Governor of the State of Hawaii then authorized, by Executive Order Number 4224 , management of the Parcel to the County of Hawaii for the intended use as indicated therein; and WHEREAS, Chapter 2 , Article 19, Section 2-120 (a) (2) , Hawaii County Code, as amended, provides that the County Council may direct the Finance Director to negotiate the disposition of real property by lease to non-profit organizations at such rentals and on such terms and conditions as deemed proper without notice or appraisal; and WHEREAS, the Office of Housing and Community Development has determined that the HICDC is a non-profit affordable housing developer with extensive experience in the development of subsidized senior housing; and WHEREAS, the County desires HICDC to develop affordable senior housing on the Parcel ; and WHEREAS, HICDC will be required to complete a satisfactory environmental assessment before a lease will be executed for the Parcel . Planning Dept. Exhibit, 3 NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF HAWAI 'I , that the Finance Director is hereby authorized to negotiate a seventy-five (75) year lease with the HICDC for the purpose of planning, developing, and operating affordable rental housing for senior citizens at a set lease rental amount of Ten Dollars ($10 . 00) per year. BE IT FURTHER RESOLVED that the Mayor of the County of Hawaii or his duly authorized representative is hereby authorized to. execute the lease agreement and any other documents required to induce financing entities to provide funding for the project . BE IT FURTHER RESOLVED that a copy of this resolution be transmitted to the Office of the Mayor, the Department of Finance, and the Office of Housing and Community Development . BE IT FURTHER RESOLVED, that this resolution shall take effect immediately. Dated at Kona , Hawai'i, this 13th day of August 2008 . TROD CED BY: r -- .11.51 le I ( 1 / COUNC II; EMBER, •O TY ()F HAWAII • COUNTY COUNCIL ROLL CALL VOTE County of Hawaii AYES NOES • ABS EX Hilo, Hawai'i FORD X I hereby certify that the foregoing RESOLUTION was by the HIGA X vote indicated to the right hereof adopted by the COUNCIL HOFFMANN X of the County of Hawai'i on August 13, 2008 IKEDA X • JACOBSON X ATTEST: NAEOLE X PILAGO X YAGONG X YOSHIMOTO X j �� - 9 0 0 0 �r =i Reference C-1354/CHA- 07/22/08 C./4-411 C LINTY CLERK CHAIRMA PRESIDIN OFFICER RESOLUTION NO. 709 08 COUNTY OF HAWAF I . , STATE OF HAWAI'I RESOLUTION NO. 328 10 RESOLUTION AUTHORIZING THE EXEMPTION OF CERTAIN CODE REQUIREMENTS, PURSUANT TO SECTION 201H-38 OF THE HAWAI' I REVISED STATUTES FOR THE PROPOSED MOHOULI HEIGHTS SENIOR HOUSING PROGRAM IN SOUTH HILO, HAWAI ' I WHEREAS, the Hawaii Island Community Development Corporation (HICDC) wishes to construct an affordable housing program for seniors ("Project") on land dedicated for that purpose and transferred to the County of Hawaii by Gubernatorial Executive Order 4224 in South Hilo, Hawaii, identified as Tax Map Key 3/2-4-001 : 177 , to provide decent, safe and affordable housing for qualified seniors in the County of Hawaii ("County") ; and WHEREAS, Hawai ' i Revised Statutes (HRS) , Section 201H-38, in conjunction with HRS 46-15 . 1, allows the County to exempt the Project "from all statutes, ordinances, charter provisions, and rules of any government agency relating to planning, zoning, construction standards for subdivisions, development and improvement of land, and the construction of dwelling units theron ..." contingent on County Council approval; and WHEREAS, the Program will promote the goals contained in Section 201H-38 of the HRS, and Chapter 2, Article 13, of the Hawai ' i County Code ("Code") . NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF HAWAI ' I, that the exemptions requested for the Project attached hereto as "Exhibit A" are hereby approved. BE IT FURTHER RESOLVED, that a copy of this resolution be transmitted to the Planning Director and Housing Administrator of the County. BE IT FURTHER RESOLVED, that this resolution shall take effect immediately. Planning ept. Exhibit Dated at Kona , Hawai ' i, this 20th day of April , 2 010 . NT QUC DIB • CQUNCIL MEM: : , COUN Y OF HAWAII • COUNTY COUNCIL ROLL CALL VOTE County of Hawai`i AYES NOES ABS EX Hito,Hawaii L'NRIQUES I hereby certify that the foregoing RESOLUTION was by the FORD X GREENWELL X vote indicated to the right hereof adopted by the COUNCIL of UOFI=MANN _ X the County of Hawai'i on_ April 20, 2010 ►Kr;pA X • _NAEOLt -Beason X ATTEST: ONISI II X YAGONG X YOSHIMOTO X , 8 , 0 10111. 0 Reference 0-783/CHA-04/06/10 328 10 COUNTY CLERK CHAIR • :• "ESIDING OFFICER RESOLUTION NO. Pre-emption List Hawai ' i County Code : State Land Use: Existing designation -- Agriculture Zone Code : Existing Zoning Agriculture - 1 acre (A-la) • Permitted Uses (Section 25-5-72) Zoning Code : Existing parking requirement one and one quarter per unit • Required Number of Parking Spaces (Section 25-4-51) Additional pre-emption: Zoning Code : Off Street loading requirements (Section 25-4-56) Zoning Code : Minimum distance between Main Buildings on same Building Site (Section 25-4-47) EXHIBIT A MOHOUL I SENIOR NEIGHBORHOOD ORHOOD PRE-EMPTION REQUEST PROJECT PARAMETERS Tax Map Key No.: (3)24-001: 177 Lot Size: 15.948 Acres State Land Use: Agriculture General Plan Designation: Medium Density Urban Zoning: A-la Number of Units: Approximately 160 one-bedroom rental units Additional Uses: Central core activity center to provide services to residents Status: State and Federal Final Environmental AssessmentfFONSI completed EXEMPTIONS REQUESTED 1. State Land Use: Existing designation—AGRICULTURE Exemption requested: State Land Use designation from AGRICULTURE to URBAN for the upper fifteen(15) acres of subject property. 2. Zoning Code:, Existing zoning-Agriculture One Acre(A-I a) Exemption requested: Change of zone from Agriculture One Acre(A-1a)to Multi- Family Residential Four Thousand(RM-4) for the upper fifteen(15)acres of subject property. 3. Zoning Code: Existing parking requirement one and one quarter(1.25)per unit Exemption requested: Reduction of the parking requirement from one and one quarter (1.25)per unit to one(1.0)per unit ..oJ�iYOf�;ti'1 COUNTY OF HAWAII _ �' I• STATE OF HAWAII RESOLUTION NO. 311 15 RESOLUTION AUTHORIZING THE EXEMPTION OF CERTAIN CODE REQUIREMENTS, PURSUANT TO SECTION 201H-38 OF THE HAWAII REVISED STATUTES FOR THE PROPOSED MOHOULI HEIGHTS SENIOR NEIGHBORHOOD PROJECT PHASES II AND III IN SOUTH HILO, HAWAI`I,'TAX MAP KEY: (3) 2-4- 001:184. WHEREAS, the Hawaii Island Community Development Corporation (HICDC) proposes to continue construction of an affordable housing program for seniors (Project) on land dedicated for that purpose and transferred to the County of Hawai`i by Gubernatorial Executive Order 4224 (EO) in South Hilo, Hawaii, identified as Tax Map Key (3) 2-4-001:177, to provide decent, safe and affordable housing for qualified seniors in the County of Hawai`i (County); and WHEREAS, The County Council of the County of Hawai`i, by way of Resolution No. 709-08, authorized the Director of Finance to negotiate a seventy-five year lease with the HICDC, a non-profit Hawai'i corporation, for development of senior housing and supportive services; and WHEREAS, the 1-IICDC has successfully developed the first 60 affordable senior housing units of the Mohouli Heights Senior Neighborhood Project (Project), referred to as Phase 1; and WHEREAS, the parcel identified as Tax Map Key (3) 2-4-001:184, consisting of 9.572 acres, was subdivided from the parcel identified as (3) 2-4-001:177 to separate the Phase 1 portion of the Project for financing purposes; and WHEREAS, the HICDC now proposes to continue development of Phases 2.and 3 of the Project, situated at taxmap key: (3) 2-4-001:184, in accordance with the requirements of the EO; and WHEREAS, Hawai`i Revised Statutes (HRS), Section 201H-38, in conjunction with HRS 46-15.1, allows the County to exempt the Project from all statutes, ordinances, charter provisions, and rules of any government agency relating to planning, zoning, construction standards for subdivisions, development and improvement of land, and the construction of dwelling units theron ... contingent on County Council approval; and WHEREAS, the Program will promote the goals contained in Section 201H-38 of the HRS; and Chapter 2, Article 13, of the Hawai`i County Code (Code). Planning iaept. Exhibit NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF HAWAII, that the exemptions requested for the Project attached hereto as Exhibit A are hereby approved. BE IT FURTHER RESOLVED, that a copy of this resolution be transmitted to the Planning Director, Director of Public Works, Manager of Department of Water Supply, Housing Administrator and HICDC. Dated at Hilo , Hawai`i, this 3rd day of November , 2015. INTRODUCEDBY` 1"/ 440,11' OP lkirsf COUNCIL • • :ER, COUNTY OF HAWAII COUNTY COUNCIL ROLL CALL VOTE County of Hawai`i AYES NOES ABS EX Hilo, Hawaii DAVID X CHUNG X I hereby certify that the foregoing RESOLUTION was by EOFF X the vote indicated to the right hereof adopted by the COUNCIL of the [LAGAN X County of Hawaii on November 3, 2015 KANUHA X ONISHI X ATTEST: PALEKA X POINDEXTER X C , WILLS X if `:\.% \-) L."."' Reference: LINTY CLERK CHAIRPERSON &PRE IDING FFICER RESOLUTION NO. C-514/HSSSC 4 311 15 ;f Exhibit A: Exemption List Hawai`i County Code: Zoning Code: Existing Zoning —Agricultural 1-acre (A-1a) Section 25-5-70 through 77 Exemption to allow the standards and requirements of the Multiple Family Residential One Thousand Five Hundred (RM- 1.5) zoning for tax map key (3) 2-4-001:184 Section 25-5-30 through 38 Not to exceed a total of 160 units between all phases of the Project. Additional Exemption: State Land Use: Existing designation - Agriculture Hawaii Revised Statutes, Chapter 205 Exemption to allow for the standards and requirements of the Multiple Family Residential One Thousand Five Hundred (RM- 1.5) zoning for tax map key (3) 2-4-001:184 to be a consistent use of the State Land Use Urban designation Section 25-5-30 through 38 . COUNTY OF HAWAII : -iA‘' 's..ffH STATE OF HAWAII RESOLUTION NO. 536 16 RESOLUTION AUTHORIZING THE EXEMPTION OF CERTAIN CODE REQUIREMENTS, PURSUANT TO SECTION 201H-38 OF THE HAWAII REVISED STATUTES FOR PHASE 4 OF THE MOHOULI SENIOR AFFORDABLE HOUSING PROJECT IN SOUTH HILO, HAWAII WHEREAS, the Hawai`i Island Community Development Corporation ("HICDC") is proposing to develop an additional 32 affordable housing units ("Project") on land dedicated for that purpose and transferred to the County of Hawaii ("County") by Gubernatorial Executive Order 4224 ("EO") in South Hilo, Hawai`i, identified as Tax Map Key (3) 2-4-001:177, to provide decent, safe and affordable housing for qualified low- and moderate-income residents in - the County; and WHEREAS, the Hawaii County Council, by way of Resolution No. 709-08, authorized the Director of Finance to negotiate a seventy-five-year lease with the HICDC, a non-profit Hawaii corporation, for development of senior'housing supportive services; and WHEREAS, the HICDC is an experienced developer of affordable housing and has successfully developed 248 multi-family residential low-income senior rental units and over 300 single family self-help housing units for low-income residents in the County; and WHEREAS, the parcel identified as tax map key (3) 2-4-001:184, consisting of 9.572 acres, was subdivided from the parcel identified as (3) 2-4-001:177 to separate the Phase 1 portion of the Project for financing purposes; and WHEREAS, the HICDC now wishes to continue development of Phases 2, 3 and 4 of the Project, situated at tax map key (3)2-4-001:184, in accordance with the requirements of the EO; and WHEREAS, Hawai`i Revised Statutes (HRS), Section 201H-38, in conjunction with HRS 46-15.1, allows the County to exempt the Project "from all statutes, ordinances, charter provisions, and rules of any government agency relating to planning, zoning, construction standards for subdivisions, development and improvement of land, and the construction of dwelling units theron ..." contingent on County Council approval; and WHEREAS, the Project will promote the goals contained in Section 201H-38 of the HRS, and Chapter 2, Article 13, of the Hawai`i County Code. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF HAWAII, that the exemptions requested for the Project attached hereto as "Exhibit A" are hereby approved. Planning ept. Exhibit BE IT FINALLY RESOLVED,that a copy of this resolution be transmitted to the Planning Director and Housing Administrator of the County. BE IT FURTHER RESOLVED, that this resolution shall take effect immediately. Dated at Hilo , Hawai`i, this 3rd day of June , 2016 . INTRODUCED BY: SII i C f NCIL ! -MBER, CI TY OF HAWAI I • COUNTY COUNCIL ROLL CALL VOTE County of Hawaii AYES NOES ARS EX Hilo, Hawaii Cl-IUNG X DAVID X I hereby certify that the foregoing RESOLUTION was by EOFF X the vote indicated to the right hereof adopted by the COUNCIL of the -- - County ofIIawai'i on June 3, 2016 ILAGAN X KANUHA X ONISHI X ATTEST: PALEKA X D POINDEXTER X (5).it.,L. WILLE X .._. 8 0 1 0 Reference: C-900/Waived -PC COUNTY CLERK CHAIRPERSON &PRESIDING OFFICER RESOLUTION NO. 536 1.6 EXHIBIT A PROPOSED SECTION 201H-38, HRS, EXEMPTIONS FROM THE HAWAII COUNTY CODE ("HCC") A. INCREASE IN TOTAL UNIT COUNT 1. An approval to increase total unit count for the Project to 182 units. B. EXEMPTION FROM CHAPTER 25, HCC, ZONING An exemption to Chapter 25, HCC, Zoning. The zoning classification shall be changed from Agriculture One Acre (A-la) to Multiple Family Residential Three Thousand (RM-3). Turtizul i riouse tsiii §201H-12 Development of property. (a) The corporation, in its own behalf or on behalf of any federal, state, or county agency, may: (1) Clear, improve, and rehabilitate property; (2) Plan, develop, construct, and finance housing projects, including mixed-use developments; and (3) In cooperation with any state or county department or agency, including the department of education and department of accounting and general services, plan facilities and related infrastructure as an integral part of its housing projects, including mixed-use developments, using all its innovative powers toward achieving that end expeditiously and economically; provided that facilities developed in cooperation with the department of education comply with the department of education's educational objectives and requirements. For purposes of this subsection, "mixed-use developments" means a development that contains affordable residential dwelling units that may be combined with governmental, educational, commercial, cultural, institutional, or industrial uses; is approved by the county in which the project is located; and is subject to : chapter 104; title 40 United States Code. sections 3141, 3142, 3143, 3144, 3146, and 3147; or a project labor agreement by law or contract in the construction of the project . (b) The corporation may develop public land in an agricultural district subject to the prior approval of the land use commission, when developing lands greater than fifteen acres in size, and public land in a conservation district subject to the prior approval of the board of land and natural resources . The corporation shall not develop state monuments, historical sites, or parks . When the corporation proposes to develop public land, it shall file with the department of land and natural resources a petition setting forth the purpose for the development . The petition shall be conclusive proof that the intended use is a public use superior to that which the land has been appropriated. (c) The corporation may develop or assist in the development of federal lands with the approval of appropriate federal authorities . (d) The corporation shall not develop any public land where the development may endanger the receipt of any federal grant, impair the eligibility of any government agency for a federal grant, prevent the participation of the federal government in any government program, or impair any covenant between the government and the holder of any bond issued by the government . (e) The corporation may contract or sponsor with any county, housing authority, or person, subject to the availability of funds, an experimental or demonstration housing project designed to meet the needs of elders; the disabled; displaced or homeless persons; low- and moderate-income persons; teachers or other government employees; or university and college students and faculty. [L 2005, c 196, pt of §20; am L 2006, c 180, §10; am L 2016, c 131, §2] Previous Vo104Ch0201-0257 Next Plannong Dept. Exhibit httn•//wwwrani tnl hawaii nrn,/hrsriirrantA/nlfld Cs.hfl2f11-f1757/HRSf17f11H/HRS f17f11H-f)C117htm 1/1 lllzllN-I/ Mouse bill §201H-38 Housing development; exemption from statutes , ordinances, charter provisions, and rules . (a) The corporation may develop on behalf of the State or with an eligible developer, or may assist under a government assistance program in the development of, housing projects that shall be exempt from all statutes, ordinances, charter provisions, and rules of any government agency relating to planning, zoning, construction standards for subdivisions, development and improvement of land, and the construction of dwelling units thereon; provided that : (1) The corporation finds the housing project is consistent with the purpose and intent of this chapter, and meets minimum requirements of health and safety; (2) The development of the proposed housing project does not contravene any safety standards, tariffs, or rates and fees approved by the public utilities commission for public utilities or of the various boards of water supply authorized under chapter 54; (3) The legislative body of the county in which the housing project is to be situated shall have approved the project with or without modifications: (A) The legislative body shall approve, approve with modification, or disapprove the project by resolution within forty-five days after the corporation has submitted the preliminary plans and specifications for the project to the legislative body. If on the forty-sixth day a project is not disapproved, it shall be deemed approved by the legislative body; (B) No action shall be prosecuted or maintained against any county, its officials, or employees on account of actions taken by them in reviewing, approving, modifying, or disapproving the plans and specifications; and (C) The final plans and specifications for the project shall be deemed approved by the legislative body if the final plans and specifications do not substantially deviate from the preliminary plans and specifications . The final plans and specifications for the project shall constitute the zoning, building, construction, and subdivision standards for that project . For purposes of sections 501-85 and 502-17, the executive director of the corporation or the responsible county official may certify maps and plans of lands connected with the project as having complied with applicable laws and ordinances relating to consolidation and subdivision of lands, and the maps and plans shall be accepted for registration or recordation by the land court and registrar; and (4) The land use commission shall approve, approve with modification, or disapprove a boundary change within forty-five days after the corporation has submitted a petition to the commission as provided in section 205-4. If, on the forty-sixth day, the petition is not disapproved, it shall be deemed approved by the commission. (b) For the purposes of this section, "government assistance program" means a housing program qualified by the corporation and administered or operated by the corporation or the United States or any of their political httrr//www ranitnl hawaii nrn,/hrsriirrantA/nl1)4 1 h()7f11-f17�7/HRS1)201H/HRS (17111H-Uf)RR htm 1/7 I t/L//LU"I/ mouse t$111 subdivisions, agencies, or instrumentalities, corporate or otherwise . [L 2006, c 180, pt of §3; am L 2007, c 249, §32] Law Journals and Reviews The Scramble to Protect the American Dream in Paradise : Is Affordable Housing Possible in Hawaii?. 10 HBJ, no . 13, at 37 (2007) . Previous VoI04 Ch0201-0257 Next fi _ . .. ' 1;'.. ., . DEPARTMENT OF PUBLIC WORKS ,.1 731 :,:::1:2::7:_ +s -. 3 f.;i ►° : . COUNTY OF HAWAII COUN f x Ck f� fyAl3 H I LO, HAWAII DATE: November 27, 2017 • TO: Michael Yee, Planning Director ' • f A FROM: Department of Public Works, Engineering Division �� SUBJECT: STATE LAND USE BOUNDARY AMENDMENT (SLU 17-000050) Request: Agricultural to Urban Applicant: Hawaii Island Community Development Corporation (HICDC) TMK: 2-4-001:184 We have reviewed the subject request forwarded by your memo dated October 20, 2017 and provide the following: The subject parcel is in an area designated as Zone X on the Flood Insurance Rate Map (FIRM) by the Federal Emergency Management Agency (FEMA). Zone X is an area determined to be outside the 500-year floodplain. All development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared and the recommended drainage system shall be constructed meeting the approval of the Department of Public Works. All earthwork activity, including grading and grubbing, shall conform to Chapter 10, Erosion and Sedimentation Control, of the Hawaii County Code. Install streetlights and traffic control devices as may be required by the Traffic Division, Department of Public Works. The applicant shall be responsible for the design, purchase, and installation of such devices. Questions may be referred to Robyn Matsumoto at 961-8924. Planning tern. 1 5 15 3 Exhibit ;ttv os p�,. Harry Kim ="...9L7. Lt Paul K.Ferreira Mayor \ t�' ' Police Chief •e- �TE'OF'MP ._ Kenneth Bugado Jr. Deputy Police Chief County of Hawaii POLICE DEPARTMENT 349 Kapiolani Street • Hilo,Hawai'i 96720-3998 (808)935-3311 • Fax(808)961-8865 October 31, 2017 l�� V Z Z TO : MICHAE YEE, P ING DIRECTOR G� FROM : HER . TAVARES , ASSISTANT POLICE CHIEF , . ARA PERATION ry SUBJECT: STATE LAND USE BOUNDARY AMENDMENT (SLU 17-000050) REQUEST: AGRICULTURAL TO URBAN APPLICANT: HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC); TAX MAP KEY: 2-4-001:184 Staff, upon reviewing the provided documents, does not anticipate any significant impact to traffic and/or public safety concerns. Thank you for allowing us the opportunity to comment. If you have any questions, please contact Captain Gregory M. Esteban, South Hilo Patrol District Commander, at (808)961-2214 or via e-mail at gregory.estebanc hawaiicountv.aov. GE:IIi/171008 tl Planning Dept. Exhibit x. 14104 "Hawai'i County is an Equal Opportunity Provider and Employes" Harry Kira -GOVti11 os ;l• Darren .I. Rosario Mayor > f, Fire Chief --;`: Renwick 3. Victerino r. P • Deputy Fire Chief F pfµ? (ottntp of 9a th'i HAWAI`I FIRE DEPARTMENT 25 Aupuni Street•Suite 2501•Hilo,Hawaii 96720 (808{932-2900•Fax(808)932-2928 November 8, 2017 • F 1 TO: MICHAEL YEE, PLANNING DIRECTOR FROM: DARREN J. ROSARIO, FIRE CHIEF rka SUBJECT:: State Land Use Boundary Amendment (SLU 17-000050) == • Request: Agricultural to Urban -� Applicant: Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 In regards to the above-mentioned State Land Use Boundary Amendment application, the following shall be in accordance: NFP.A 1, UNIFORM FIRE CODE,2006 EDITION Note: 1-Iawai li State Fire Code, National Fire Protection Association 2006 version. with County of Hawaii cvnendinents. County amendments are identified with a preceding '`C--," of the reference code. Chapter 18 Fire Department Access and Water Supply 18.1 General. Fire department access and water supplies shall comply with this chapter. For occupancies of an especially hazardous nature, or where special hazards exist in addition to the normal hazard of the occupancy, or where access for lire apparatus is unduly difficult, or areas where there is an inadequate fire flow, or inadequate fire hydrant spacing, and the AHJ may require additional safeguards including, but not limited to, additional fire appliance units, more than one type of appliance, or special systems suitable for the protection of the hazard. involved. 18.1.1 Plans. 18.1.1.1 Fire Apparatus Access. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. • Planning aept. �'.. Exhibit I F-f11'inri`i Crumht is r i J,iJ:T(b r,f!rtiJW7:ll Pr sz+irj,r nr+1 Fr+lriln+:nr Michael Yee • November 8, 2017 Page 2 18.1.1.2 Fire Hydrant Systems. Plans and specifications for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. C— 18.1.1.2.1 Fire Hydrant use and Restrictions. No unauthorized person shall use or operate any Fire hydrant unless such person first secures permission or a permit from the owner or representative of the department, or company that owns or governs that water supply or system. Exception: Fire Department personnel conducting f refighting operations, hydrant testing, and/or maintenance, and the flushing and acceptance of hydrants witnessed by Fire Prevention Bureau personnel. 18.2 Fire Department Access.. 18.2.1 Fire department access and fire department access roads shall be provided and maintained in accordance with Section .18.2.. 18.2.2* Access to Structures or Areas. 18.2.2.1 Access Box(es). The AIIJ shall have the authority to require an access box(es) to be installed in an accessible location Where access to or within a structure or area is difficult because of security. 18.2.2.2 Access to Gated Subdivisions or Developments. The AID shall have the authority to require fire department access be provided to gated subdivisions or developments through the use of an approved device or system. 18.2.2.3 Access Maintenance. The owner or occupant of a structure or area, with required fire department access as specified in 18,2,2.1 or 18.2.2.2, shall notify the AHJ when the access is modified in a manner that could prevent fire department access. 18.2.3 Fire Department Access Roads. (*may be referred as FDAR.) 18.2.3.1 Required Access. 18.2.3.1.1 Approved fire department access roads shall be provided for every facility, building, or portion of a building hereafter constructed or relocated. 18.2.3.1.2 Fire Department access roads shall consist of roadways, fire lanes, parking lots lanes, or a combination thereof Michael Yee • November 5,2017 Page 3 18.2.3.1.3* When not more than two one- and two-family dwellings or private garages, carports, sheds, agricultural buildings, and detached buildings or structures 400ft2 (37 m2) or less are present, the requirements of 18.2.3.1 through 18.2.3.2.1 shall be permitted to be modified by the AHJ. 18.2.3.1.4 When fire department access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades, or other similar conditions, the ..k1-1.1 shall be authorized to require additional fire protection features. 18.2.3.2 Access to Building. 18.2.3.2.1. A fire department access road shall extend to within in 50 ft (15 in) of at least one • exterior door that can be opened from the outside that provides access to the interior of the • building. Exception: 1 and 2 single-family dwellings. 18.2.3.2,1.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13, NEPA 13D, or NFPA. 13R, the distance in 18.2.3.2.1 shall be permitted to be increased to 300 feet. . 18.2.3.2.2 Fire depart.inent access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 ft (46 m) from fire department access roads as measured by an approved route around the exterior of the building or facility. 18.2.3.2.2.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13, NEPA 13D, or NFPA 13R, the distance in .18.2.3.2.2 shall be permitted to be increased to 450 ft (137 m). 18.2.3.3 Multiple Access Roads. More than one fire department access road shall be provided when it is determined by the AH.1 that access by a single road could be impaired by vehicle . congestion, condition of terrain., climatic conditions, or other factors that could limit access. 18.2.3.4 Specifications. 18.2.3.4.1 Dimensions. C�18.2.3.4.1.1 FDAR shall have an unobstructed width of not less than 20ft with an approved turn around area if the FDAR exceeds 150 feet. Exception: FDAR for one and two family dwellings shall have an unobstructed width of not less than 15 feet, with an area of not less than X20 feet wide within 150 feet of the structure being protected. An approved turn around area shall be provided if the FDAR exceeds 250 feet. • Michael Yee November 8, 2017 Page 4 18.2.3.4.1.2 FDAR shall have an unobstructed vertical clearance of not less then 13ft 6 in. C— 18.2.3.4.1.2.1 Vertical clearances may be increased or reduced by the AHJ, provided such increase or reduction does not impair access by the fire apparatus, and approved signs are installed and maintained indicating such approved changes. 18.2.3.4.1.2.2 Vertical clearances shall be increased when vertical clearances or widths are not • adequate to accommodate fire apparatus. C7—.18.2.3.4.2 Surface. Fire department access roads and bridges shall be designed and " maintained to support the imposed loads (25 Tons) of the fire apparatus. Such FDAR and shall be comprised of an all-weather driving surface. • • 18.2.3.4.3 Turning Radius. • C— 18.2.3.4.3.1 Fire department access roads shall have a minimum inside turning radius of 30 feet, and a minimum outside turning radius of 60 feet. 18.2.3.4.3.2 Turns in fire department access road shall maintain the minimum road width. 18.2.3.4.4 Dead Ends. Dead-end fire department access roads in excess of 150 ft (46 m) in length shall be provided with approved provisions for the fire apparatus to turn around. 18.2.3.4.5 Bridges. 18.2.3.4.5.1. When a bridge is required to be used as part of a fire department access road, it shall be constructed and maintained in accordance with county requirements. 18.2.3.4.5.2 The bridge shall be designed for a live load sufficient to carry the imposed loads of tire apparatus. 18.2.3.4.5.3 Vehicle load limits shall be posted at both entrances to bridges where required by the AHJ. • 18.2.3.4.6 Grade. • 18.2.3.4.6.1The maximum gradient of a Fire department access road shall not exceed 12 Percent for unpaved surfaces and 15 percent for paved surfaces. In areas of the FDAR where a Fire apparatus would connect to a Fire hydrant or Fire Department Connection, the maximum gradient of such area(s) shall not exceed 10 percent. • • Michael Yee November 8, 2017 Page 5 1.8.2.3.4.6.2* The angle of approach and departure for any means of fire department access road. shall not exceed 1 ft drop in 20 ft (0.3 m drop in 6 m) or the design limitations of the fire apparatus of the fire department, and shall be. subject to approval by the A.HJ. 18.2.3.4.6.3 Fire department access roads connecting to roadways shall be provided with curb cuts extending at least 2 ft (0,61 m) beyond each edge of the fire lane. 18.2.3.4.7 Traffic Calming Devices. The design and use of traffic calming devices shall be approved the Ani. 18.2.3.5 Marking of Fire Apparatus Access Road. 18:22.3.5.1 Where.required by the AHJ, approved signs or other approved notices shall be • provided and maintained to identify fire department access roads or to prohibit the obstruction • thereof of both. 18.2.3.5.2 A marked fire apparatus access road shall also be known as a fire lane. 18.2.4* Obstruction and Control of Fire Department Access Road. 18.2.4.1 General. 18.2.4.1.1 The required width of.a fire department access road shall not be obstructed in any manner, including by the parking of vehicles. 18.2.4.1.2 Minimum required widths and clearances established under 18.2.3,4 shall be maintained at all times. 18.2.4.1.3* Facilities and structures shall be maintained in a manner that does not impair or impede accessibility for fire department operations. 18.2.4.1.4 Entrances to fire departments access roads that have been closed with gates and barriers in accordance with 18.2.4.2.1 shall not be obstructed by parked vehicles. 18.2.4.2 Closure of Accessways. 18.2.4.2.1 The AHJ shall be authorized to require the installation and maintenance of gates or other approved barricades across roads: trails, or other accesswa.ys not including public streets, alleys, or highways. 18.2.4.2.2 Where required, gates and barricades shall be secured in an approved manner. Michael Yee November 8, 2017 • Page 6 • 18.2.4.2.3 Roads, trails, and other access ways that have been closed and obstructed in the manner prescribed by 18.2.4.2.1 shall not be trespassed upon or used unless authorized by the owner and th.e 18.2.4.2.4 Public officers acting within their scope of duty shall be permitted to access restricted property identified in 18.2.4.2.1. 18.2.4.2.5 Locks, gates, doors, barricades, chains, enclosures, signs, tags, or seals that have been installed by the fire department or by its order or under its control shall not be removed, unlocked, destroyed, tampered with, or otherwise vandalized in any mariner. 18.3 Water Supplies and Fire Hydrants 18.3.1* A water supply approved by the county, capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities or buildings, or portions thereof, are hereafter constructed, or moved into or within the county. When any portion of the facility or building is in excess of 150 feet(45 720 mm) from a water supply on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on- site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the AIH. For on-site fire hydrant requirements see section 18.3.3. EXCEPTIONS: • 1. When facilities or buildings, or portions thereof, are completely protected with an approved automatic fire sprinkler system the provisions of section 18.3.1 may be modified by the AHJ. 2. When water supply requirements cannot be installed due to topography or other conditions, the AHJ may require additional fire protection as specified in section 18.3.2 as amended in the code. 3. When there are not more than two dwellings, or two private garage, carports, sheds and agricultural. Occupancies, the requirements of section 18.3.1 may be modified by. AHJ. 18.3.2* Where no adequate or reliable water distribution system exists, approved reservoirs, pressure tanks, elevated tanks, fire department tanker shuttles, or other approved systems capable of providing the required fire flow shall be permitted. 18.3.3* The location, number and type of fire hydrants connected to a water supply capable of delivering the required fire flow shall be provided on a fire apparatus access road on the site of the premises or both, in accordance with the appropriate county water requirements. 18.3.4 Fire Hydrants an.d connections to other approved water supplies shall be accessible to the fire department. • Michael Yee November 8. 2017 Page 7 18.3.5 Private water supply systems shall be tested and maintained in accordance with NFPA 25 or county requirements as determined by the AJ-'I.J. 18.3.6 Where required by the AI-U, fire hydrants subject to vehicular damage shall be protected unless located within a public right of way. 18.3.7 The.A.FIJ shall.be notified whenever any fire hydrant is placed out of service or returned. to service. Owners of private property required to have hydrants shall maintain hydrant records of approval, testing, and maintenance, in accordance with the respective county water requirements. Records shall be made available for review by the AFLT upon request. 18.3.8 Minimum water supply for buildings that do not meet the minimum County water -standards: Buildings up to 2000 square feet, shall have a minimum of 3,000 gallons of water available for Firefighting. • Buildings 2001- 3000 square feet, shall have a minimum of 6,000 gallons of water available for Firefighting. Buildings, 3001- 6000 square feet, shall have a minimum of 12,000 gallons of water available for Firefighting. Buildings, greater than 6000 square feet, shall meet the minimum County water and fire flow requirements. • Multiple story buildings shall multiply the square feet by the amount of stories when determining the minimum water supply. • Commercial buildings requiring a minimum fire flow of 2000gpm per the 'Department of Water standards shall double the minimum water supply reserved for firefighting.. Fire Department Connections (FDC) to alternative water supplies shall comply with 18.3.8 (1)- (6) of this code. NOTE:In that water catchment systems are being-used as a means of water supply for firefighting, such systems shall meet the following requirements: 1) In that a single water tank is used for both domestic and firefighting water, the water for domestic use shall not be capable of being dray; i. from the water reserved for firefghting; Michael Yee November 8,2017 Page 8 2) Minimum pipe diameter sizes from the water supply to the Fire Department Connection (FDC) shall be as follows: a) 4"for C900 PVC pipe; b) 4" for C906 PE pipe; c) 3"for ductile Iron; d) 3' for galvanized steel. 3) The Fire Department Connection (FDC) shall: a) be made of galvanized steel; b) have a gated valve with 2-1/2 inch,National Standard Thread male fitting and cap; c) be located between 8 ft and 16 ft from the Fire department access. The location shall be approved by the AW; d) not be.located less than 24 inches, and no higher than 36 inches from finish grade, as measured from the center of the FDC orifice; e) be secure and capable of withstanding drafting operations. Engineered stamped plans may be required; t) not be located more than 150 feet of the most remote part, but not less than 20 feet, of the structure being protected; g) also comply with section 13.1.3 and 18.2.3.4.6.1 of this code. 4) Commercial buildings requiring a fire flow of 2000gpm shall be provided with a second FDC. Each FDC shall be independent of each other, with each FDC being capable of flowing SOOgpm by engineered design standards. The second FDC shall be located in an area approved by the AEI with the idea of multiple Fire apparatus'conducting drafting operations at once, in mind. 5) Inspection and maintenance shall be in accordance to NFPA 25. 6) The owner or lessee of the property shall be responsible for maintaining the water level, • quality, and appurtenances of the system. EXCEPTIONS TO SECTION 18.3.8: 1) Agricultural buildings, storage sheds, and shade houses with no combustible or equipment • storage. 2) Buildings less than 800 square feet in size that meets the minimum Fire Department Access Road requirements. • • Michael Yee November 8, 2017 • Page 9 • 3) For one and two family dwellings, agricultural buildings, storage sheds, and detached garages 800 to 2000 square feet in size., and. meets the minimum Fire Department Access Road requirements, the distance to the Fire Department Connection may be.increased to 1.000 feet. 4) For one and two family dwellings, agricultural buildings, and storage sheds greater than 2000square feet, but less than 3000 square feet and meets the minimum Fire Department Access Road requirements, the distance to the Fire Department Connection may be increased • to 500 feet. 5) For buildings with an approved automatic sprinkler system, the minimum water supply required may be modified. • • • • If there are any questions regarding these requirements, please contact the Fire Prevention Bureau at (808) 932-2911. • DARREN J. ROSARIO Fire Chief • • KV:ds • • • • • �..�..��� Direc _ t William A.Kucharski Harry Kim Mayor tor Wilfred M.Okabe ••`••q.V.- Diane A.Noda - Managing Director Deputy Director einttlf oaf 44a a'i DEPARTMENT OF ENVIRONMENTAL MANAGEMENT • 345 Kelvanao`a Street,Suite 41 •Hilo,Hawaii 96720 (808)961-8083•Fax(808)961-8086 cohdem@co.hawaii.hi.us http://www.hawaiicounty.gov/environmental-management/ MEMORANDUM CO Date : October'1 ,2017 -n D -v To • MICHAEL YEE,Planning Director From : WILLIAM A.KUCHARSKI,Director ,.! Dz C�4, —�l Subject: State Land Use Boundary Amendment(SLU 17-000050) • Request:Agricultural to Urban Applicant:Hawaii Island Community Development Corporation(HICDC) TMK:2-4-001:184 The Solid Waste Division has reviewed the subject application and offers the following recommendations (Please note Wastewater Division's comments will be submitted separately): SOLID WASTE COMIVIENTS: (Contact Solid Waste Division for details.) ($) No comments ( ) Commercial operations, State and Federal agencies,religious entities and non-profit organizations may not use transfer stations for disposal. ( ) Aggregates and any other construction/demolition waste should be responsibly reused to its fullest extent. ( ) Ample and equal room should be provided for rubbish and recycling. ( ) Green waste may be transported to the green waste sites located at the West Hawaii Organics Facility and East Hawaii Organics Facility,or other suitable diversion programs. ( ) Construction and demolition waste is prohibited at all County Transfer Stations. ( ) Submit Solid Waste.Management Plan in accordance with attached guidelines. ( ) Existing Solid Waste Management Plan is to be followed. Provide update to the department on current status. ( ) Other: Planning pt. Exhibit WK:mt 1 1 7 1 2 County of Hawaii is an Equal Opportunity Provider and Employer. 't Harry Kim c ,t,•` ' N. William A.Kucharski Mayor Director Wilfred M.Okabe ' '�"„►+`•' Diane A.Noda• De Director Managing Director Putt CartØHáid'i DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 345 Kelcilanao'a Street,Suite 41•Hilo,Hawaii 96720 (808)961-8083•Fax(808)961-8086 cohdem@co.hawaii.hi.us http://www hawaiicountv_gov/environmental-management/ MEMORANDUM Date : October?ji,2017 To • MICHAEL YEE,Planning Director / From : WILLIAM A.KUCHARSKI,Director Ii Subject: State Land Use Boundary Amendment(SLU 17-000050) Request:Agricultural to Urban Applicant: Hawaii Island Community Development Corporation (HICDC) TMK:2-4-001:184 The Wastewater Division has reviewed the subject application and offers the following recommendations (please note Solid Waste Division comments will be submitted separately): WASTEWATER COMMENTS: (Contact Wastewater Division for details.) ( ) No comments ( ) Require connection of existing and/or proposed structures to the public sewer in accordance with Section 21-5 of the Hawai'i County Code. ( ) Require Council Resolution to approve sewer extension in accordance with Section 21-26.1 of the Hawai'i County, Code.Complete Sewer Extension Application. ( ) Require extension of the sewer system to service the propose,d subdivision in accordance with Section 23-85 of the Hawai'i County Code. A/7,:t. (X) Check or line out as applicable: [ ] If required by the Director of the Department of 302017 Environmental Management("Director of DEM"), [X]applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. Applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require,which the sewer study may indicate are advisable for mitigation of impacts of the proposed project. Contact Wastewater Division Chief for details. ( X) Other: The City and County of Honolulu revised Volume 1,Wastewater Collection Systems in July 2017. Existing sewer studies shall be updated to reflect requirements under the new Design Standards._ WK:mt County of Hawaii is an Equal Opportunity Provider and Employer. r tiq�� SUZANNE D.CASE DAVID Y.IGE ss . I yCHAIRPERSON GOVERNOR OF HAWAIIc� BOARD OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE ' r• '�- r��.,`s�l MANAGEMENT did and �.i;!,: ...i ,�, s) .-•d'• d/ .Fra•• STATE OF HAWAII SrdteofHav+a" DEPARTMENT OF LAND AND NATURAL RESOURCES C.j LAND DIVISION zz POST OFFICE BOX 621 HONOLULU,HAWAII 96809 CIL rri 3 November 16, 2017 c� Z r,) �--I County of Hawaii Planning Department Attention: Ms. Shancy Watanabe via email: shancv.watanabe@hawaiicountv.gov 101 Pauahi Street, Suite 3 Hilo, Hawaii 96720 Dear Ms. Watanabe: SUBJECT: Application of Hawaii Island Community Development Corporation for Amendment to State Land Use Boundary (SLU 17-000050) from Agricultural to Urban for the further development of the Mohouli Heights Senior Neighborhood Project and the Hilo Adult Day Center located at Waiakea, South Hilo, Island of Hawaii; TMK: (3) 2-4-001:184 Thank you for the opportunity to review and comment on the subject matter. The Department of Land and Natural Resources' (DLNR) Land Division distributed or made available a copy of your report pertaining to the subject matter to DLNR Divisions for their review and comments. At this time, enclosed are comments from the (a) Engineering Division and (b) Land Division — Hawaii District on the subject matter. Should you have any questions, please feel free to call Darlene Nakamura at (808) 587-0417. Thank you. ; Sincerely, Russell Y. Tsuji Land Administrator Enclosures cc: Central Files Planning Dept. Exhibit 12, 114962 two r , SUZANNE D.CASE DAVID Y.!GE cP 19 59 yam`• CHAIRPERSON GOVERNOR OF HAWAII ; BOARD OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE ' .. '\ hIANAGEMENT and and Nd p; ' err. Itt STATE OF HAWAII state oFHaliDs‘ DEPARTMENT OF LAND AND NATURAL RESOURCES LAND DIVISION POST OFFICE BOX 621 HONOLULU,HAWAII 96809 October 26, 2017 - MEMORANDUM DLNR Agencies: • - ^3 Div. of Aquatic Resources - =" ^' _Div. of Boating &Ocean Recreation - ppµ: X Engineering Division " Div. of Forestry&Wildlife Div. of State Parks • Commission on Water Resource Management Office of Conservation & Coastal Lands • n X Land Division-Hawaii District X Historic Preservation t l J�• Ru ell Y. Tsuji, Land Administrator • SUBJECT: Application for Amendment to State Land Use Boundary (SLU 17-000050) from Agricultural to Urban for the further development of the Mohouli Heights Senior Neighborhood Project and the Hilo Adult Day Center LOCATION: Waiakea, South Hilo, Island of Hawaii; TMK: (3) 2-4-001:184 APPLICANT: Hawaii Island Community Development Corporation Transmitted for your review and comment is information on the above-referenced subject matter. We would appreciate your comments by November 14, 2017. If no response is received by this date, we will assume your agency has no comments. If you have any questions about this request, please contact Darlene Nakamura at 587-0417. Thank you. Attachments ( ) We have no objections. ( ) We have no comments. (✓ ) Comments . e atta h d. Signed: Print Name: Carty$. Chang, Chief Engineer Date: ! hi /11 cc: Central Files DEPARTMENT OF LAND AND NATURAL RESOURCES ENGINEERING DIVISION LD/Russell Y. Tsuji Ref: Application for Amendment to State Land Use Boundary (SLU 17-000050) from Agricultural to Urban for the further development of the Mohouli Heights Senior Neighborhood Project and the Hilo Adult Day Center, Waiakea, South Hilo, Island of Hawaii; TMK: (3) 2-4-001:184 COMMENTS The rules and regulations of the National Flood Insurance Program (NFIP), Title 44 of ' the Code of Federal Regulations (44CFR), are in effect when development falls within a Special Flood Hazard Area (high risk areas). Be advised that 44CFR reflects the minimum standards as set forth by the NFIP. Local community flood ordinances may stipulate higher standards that can be more restrictive and would take precedence over the minimum NFIP standards. The owner of the project property and/or their representative is responsible to research the Flood Hazard Zone designation for the project. Flood Hazard Zones are designated on FEMA's Flood Insurance Rate Maps (FIRM), which can be viewed on our Flood Hazard Assessment Tool (FHAT) (http://gis.hawaiinfip.org/FHAT). If there are questions regarding the local flood ordinances, please contact the applicable County NFIP coordinating agency below: o Oahu: City and County of Honolulu, Department of Planning and Permitting (808) 768-8098. o Hawaii Island: County of Hawaii, Department of Public Works (808) 961-8327. o Maui/Molokai/Lanai County of Maui, Department of Planning (808)270-7253. o Kauai: County of Kauai, Department of Public Works (808)241-4846. 2 Signed: Ar • CA IF FAG, CHIEF ENGINEER Date: • rt E oy� SUZANNE I).CASE DAVID Y.IGE ; 1959 q• CHAIRPERSON GOVERNOR OF HAWAII BOARD OF LAND AND NATURAL RESOURCES COIINUSSION ON WATER RESOURCE to��ynd P� "� ' MANAGEMENT and Nd` i VA:ilk, 1 STATE OF HAWAII 71J11 OCT 30 P 1: 2b S�dteofHa++a\ DEPARTMENT OF•LAND AND NATURAL RESOURCES LAND DIVISION RECEIVED POST OFFICE BOX 621 LAID 01VlSI0u HONOLULU,HAWAII 96809 HI L O,HAWAII • • October 26, 2017 MEMORANDUM 7:- -- : TO: DLNR Agencies: Div. of Aquatic Resources Div. of Boating & Ocean Recreation - = X Engineering Division _Div. of Forestry&Wildlife - �_ • Div. of State Parks Commission on Water Resource Management _Office of Conservation & Coastal Lands X Land Division—Hawaii District X Historic Preservation FROM: Ru ell Y. Tsuji, Land Administrator SUBJECT: Application for Amendment to State Land Use Boundary (SLU 17-000050) from Agricultural to Urban for the further development of the Mohouli Heights Senior Neighborhood Project and the Hilo Adult Day Center LOCATION: Waiakea, South Hilo, Island of Hawaii; TMK: (3) 2-4-001:184 • APPLICANT: Hawaii Island Community Development Corporation Transmitted for your review and comment is information on the above-referenced subject matter. We would appreciate your comments by November 14, 2017. If no response is received by this date, we will assume your agency has no comments. If you have any questions about this request, please contact Darlene Nakamura at 587-0417. Thank you. Attachments ( v( We have no objections. ( , We have no comments. ( ) Comments are attached. Signed: -= Print Name: ?7p,) c• ,/rl r Date: 1 e,h/ !- cc: Central Files Pp7 •30 BRIAN T.NISHIMURA,PLANNINGBRIAN T.NI781PLAI\17,7kiOD1�,� Tl�� 1174 Awiki Place NT}' t7� H1 VT AII Hilo,Hawaii 96720 Phone:(808)896-0593, E-mail:nishimura.brian@gmail.com October 24,2017 Mr. Michael Yee, Director County of Hawaii Planning Department 101 Pauahi St., Suite 3 Hilo, Hawaii 96720 Subject: State Land Use Boundary Amendment Application(less than 15 acres) Applicant: Hawaii Island Community Development Corporation'(HICDC). Request: State Land Use Agriculture to Urban TMK: (3) 2-4-001: 184 Dear Director Yee: This is to acknowledge receipt of an email dated October 23,2017,from your staff member Shancy Watanable regarding the above-described application. Please be advised that the applicant hereby acknowledges that zoning for the subject property is RM 3 as indicated on Exhibit A of Hawaii County Council Resolution No. 536 16. In addition,the mailing address for the property owner of TMK(3)2-4-69: 46 has been updated on our surrounding property owner list as provided in Shancy's email. Thank you for your assistance in processing the subject application. Sincerely, Brian T.Nishimura,Planning Consultant c. Keith Kato, Executive Director,HICDC Planning Dew=. 114548 r , 11 21 pPI309 BRIAN T.NISHIMURA, PLANNING CONSULTANT P ANNiNG L, Fr '�; MEN_T 1174 Awiki Place COUNTYOF HAWAII' Hilo,Hawaii 96720-4221 Phone: (808) 896-0593 E-mail:nishimura.brian@gmail_com November 21,2017 Mr. Michael Yee,Director County of Hawaii Planning Department 101 Pauahi St.; Suite 3 Hilo, Hawaii 96720 Subject: State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the State of Hawaii, Department of Land and Natural Resources, Engineering Division dated November 6, 2017,regarding the subject application. The comments provided pertained to compliance with the rules and regulations of the National Flood Insurance Program when development falls within a Special Flood Hazard Area(high risk areas). As indicated by Flood Insurance Rate Map (No. 1551660880) attached to HICDC's application submittal,the project area is situated in Zone"X" (areas determined to be outside the 500 year flood plain). Please be advised that the applicant will comply with all applicable requirements. Thank you for your assistance in'processing this application. Should you have any questions or require additional information regarding this matter,please do not hesitate to contact me. Sincerely, Brian T.Nishimura, Planning Consultant c. Keith Kato, Executive Director,Hawaii Island Community Development Corporation Carty S. Chang, Chief Engineer,Department of Land&Natural Resources, Engineering Division Planning iiiDept. SC 0 I Exhibit 3'4 1 BRIAN T.NISHIMURA, PLANNING CONSULTANT �ulT i;�=F:`RWENT 1174 Awiki Place ' Oc HAVVA�i Hilo,Hawaii 96720-4221 Phone: (808)896-0593 E-mail:nishimura.brian@gmail.com November 21, 2017 Mr. Michael Yee, Director County of Hawaii Planning Department • 101 Pauahi St., Suite 3 Hilo, Hawaii 96720 Subject: State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the County of Hawaii,Department of Environmental Management, Wastewater Division, dated October 31, 2017, regarding the subject,application. The comments indicated that the applicant"shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system." In addition the applicant"shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require,which the sewer study may indicate are advisable for mitigation of impacts of the proposed project." Please be advised that the applicant will conduct the necessarysewer study in accordance with the then applicable design standards. In addition,the applicant will provide such sewer line or other facility improvements as may be reasonably required by the DEM. Thank you for your assistance in processing this application. Should you have any questions or require additional information regarding this matter, please do not hesitate to contact me. Sincerely, ii_a_s_L Brian T.Nishimura, Planning onsultant c. Keith Kato, Executive Director, Hawaii Island Community Development Corporation William A. Kucharski, Director,Department of Environmental Management a , 117 1011 21 p f9 3 OS BRIAN T.NISHIMURA, PLANNING CONSULTANT PLANNING D j 3AtrlTA NT 1174 Awiki Place COUNTY Y [;;)F HAW !J Hilo,Hawaii 96720-4221 Phone: (808) 896-0593 E-mail:nishimura.brian@gmail.com November 21, 2017 Mr. Michael Yee, Director County of Hawaii Planning Department 101 Pauahi St., Suite 3 Hilo,Hawaii 96720 Subject State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the County of Hawaii, Fire Department dated November 8, 2017, regarding the subject application. The comments provided current fire code requirements that may be applicable to the proposed project. Please be advised that the applicant will comply with all applicable requirements. Thank you for your assistance in processing this application. Shouldyou have any questions or require additional information regarding this matter, please do not hesitate to contact me. Sincerely, Brian T.Nishimura, Planning Consultant • c. Keith Kato, Executive Director,Hawaii Island Community Development Corporation Darren J. Rosario, Fire Chief, Fire Department RHawai'ilslandConununityDevelopmentCorporation(HICDC)-SLU.shw 11/28/2017 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC) STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 17-000050) Upon careful review of the request, the Planning Director recommends that a favorable recommendation for the State Land Use Boundary Amendment be forwarded to the County Council. Since this recommendation is made without the benefit of public testimony, the Director reserves the right to modify and/or alter this position based upon additional information presented at the public hearing. The favorable recommendation is based on the following findings: The applicant, the Hawai`i Island Community Development Corporation (HICDC), is requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land, which is the future site of Phase 3 of the Mohouli Senior Neighborhood Project. The applicant is currently requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land to continue developing 92-units affordable senior housing units as Phase 3 of the Mohouli Heights Senior Neighborhood Project, which aims to provide affordable housing and related senior services on four adjoining parcels in South Hilo, which were made available by Governor's Executive Order No. 4224. Phase 1 of the project consisted of 60-units and was completed in 2014. Phase 2 consisted of 30-units and received final inspection in October 2017. Additionally, the Hilo Adult Day Center facility is under construction and is scheduled for completion in the spring of 2018. The project was initially separated into four(4) phases for financial reasons. Phase 3 originally consisted of 60-units and Phase 4 originally consisted of 32-units. However, when financing was awarded for the combined 92-units, Phases 3 and 4 were consolidated and will be referenced as Phase 3 throughout this report. _ -1- The approval of the reclassification from the State Land Use Agricultural to the Urban District for approximately 6.569 acres will not be in violation of Section 205-2, Chapter 205, Hawai`i Revised Statutes, nor will it be inconsistent with the Land Use Commission Rules, the County General Plan and the Hawaii State Plan. Under the Land Use Commission Rules, one of the standards for considering an area for urban reclassification states that, "In determining urban growth for the next ten years, or in amending the boundary, land contiguouswith existing urban areas shall be given more consideration than non-contiguous land, and particularly when indicated for future urban use on state or county general plans." The project area conforms to this standard as it is situated adjacent to existing urban-designated lands to the north, is currently considered Multiple-Family Residential (RM-3) per County of Hawaii Resolution No. 536-16 and is designated as future urban growth(Medium Density Urban) on the County's Land Use Pattern Allocation Guide (LUPAG) map in the General Plan. The applicant's request to designate 6.569 acres into the Urban District reflects the intent of the County of Hawai`i Resolution Nos. 709-08, 328-10, 311-15 and 536-16 and the Governor's Executive Order No. 4224 to set aside and develop the land for elderly, affordable rental housing and related purposes for the Mohouli Heights Senior Neighborhood Project. The Urban District request would be consistent with the goals and policies of the Land Use and Housing elements of the General Plan. The Urban District request would be consistent with the goals, policies and standards of the Land use-Multiple Family Residential and the Housing Elements of the Hawai`i County General Plan by encouraging the construction of specially designed facilities or communities for elderly persons needing institutional care and small home care units for active elderly persons in the South Hilo district. The LUPAG Map component of the General Plan is a representation of the document's goals, policies, standards and courses of action. It is also a graphic depiction of the physical relationship between the various land uses. The LUPAG Map establishes the basic urban and non-urban form for areas within the County. The Urban District request conforms to the General Plan Land Use Pattern'Allocation Guide (LUPAG) Map, -2- which designates this area as Medium Density Urban. Thus; the area under consideration is consistent with the urban form established for this section of South Hilo as depicted on the LUPAG Map. The urban classification conforms to the standard that the development is within reasonable proximity to centers of trading and employment and to basic services such as schools, police and fire protection, transportation systems and water. Access is from Mohouli Street onto Kupuna Place (an approximately thirty-foot paved area within a fifty-foot wide roadway parcel owned by the State but managed by the County under the EO No. 4224) then onto a paved portion within an approximately 70-foot wide road and utility easement leading to the subject property. There is an existing 10-feet wide no vehicular access easement on the subject property fronting both Mohouli Street and Komohana.Street. There is an emergency access gate between the Mohouli Heights Senior Neighborhood project and the end of Kahikini Street in the adjacent Sunrise Ridge Subdivision, which will remain closed unless an emergency access is required. County water can be made available to the site with improvements. The applicant shall comply with the requirements of the Department of Water Supply. The Department of Environmental Management Wastewater Division(DEM) commented that the applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. The applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require, which the sewer study may indicate are advisable for mitigation of impacts of the proposed project. The City and County of Honolulu revised Volume 1, Wastewater Collection Systems in July 2017. Existing sewer studies shall be updated to reflect requirements under the new Design Standards. Police, fire protection and emergency medical services are located in Hilo, less than two miles from the property. Electricity, cable and telephone are available to the site. Urban Districts shall include lands characterized by "city-like" concentrations of people, structures, streets, urban level of services and other related land uses. The project site is located in an urban-like setting adequately served -3- by transportation and utilities. Commercial establishments and other amenities are available within close proximity. The reclassification will allow the property to be used for the development of a total of 92- affordable senior housing units as Phase 3 of the Mohouli Heights Senior Neighborhood project. The reclassification action would conform to the following goals, objectives and/or policies ofthe housing element articulated in the Hawaii State Plan. The request would be consistent with the following goals; objectives and/or policies articulated in the Hawai`i State Plan as it will provide greater opportunities for Hawai`i's elderly to rent an affordable unit in an area in which housing has become scarce and costly. Promote alternatives to institutional care in the provision of long-term care for the elderly populations. • Seek to use marginal or non-essential agricultural land and public land to meet housing needs of low and moderate-income and gap-group households. • Effectively accommodate the housing needs of Hawai`i's people. • Promote design and location of housing developments taking into account the physical setting, accessibility to public facilities and services, and other concerns of existing communities and surrounding areas. Thus, the proposed project is consistent with the policies outlined in the Hawai`i State Plan. The property has no severe geological or topographical problems which cannot be properly rectified or which would render the land unusable. According to the Department of Public Works—Engineering Division, the subject parcel is in an area designated as Zone X on the Flood Insurance Rate Map (FIRM) by the Federal Emergency Management Agency(FEMA). Zone X is an area determined to be outside the 500-year floodplain. All development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared and the recommended drainage system shall be constructed meeting the approval of the Department of Public Works. All earthwork activity, including grading and grubbing, shall conform to Chapter 10, Erosion and Sedimentation Control, of the Hawai`i County -4- Code. Any improvements to the subject property must comply with Chapter 27 of the Hawai`i County Code, relating to Floodplain Management. Thus, the reclassification meets the standard which states that the lands included within the urban district, "...shall be those with satisfactory topography and drainage and reasonably free from the danger of floods, tsunami and unstable soil conditions and other adverse environmental effects." The Hawai`i Right to Farm Act, HRS Chapter 165, was enacted to protect farming operations on land in the State Land Use Agricultural District when adjacent land is reclassified out of the Agricultural District. A condition of approval will require the applicant notify prospective purchasers, tenants or lessees of the Hawai`i Right to Farm Act. ,Therefore, the reclassification of this 6.569-acre area from the Agricultural to the Urban designation will not be detrimental to the reduction of this area from the agricultural land inventory in the County of Hawai`i. Furthermore, an Urban classification would complement the existing and future land use pattern of the surrounding area in view of the urban uses already in existence in close proximity to the subject properties. Based on the above, the approval of the State Land Use Boundary Amendment from the Agricultural to the Urban District complements the State Land Use District Regulations and County General Plan andis supportive of the Hawai`i State Plan. The accompanying draft bill to amend the State Land Use Boundaries Map is provided for your favorable consideration. Please note the proposed conditions of approval attached to the draft bill. -5- c°•' of,,,,,,, COUNTY OF HAWAII -•� �' '/�•- STATE OF HAWAII ,TE.OF�M►� BILL NO. ORDINANCE NO. (t ttion Pttt4t ) AN ORDINANCE AMENDING THE STATE LAND USE BOUNDARIES MAPS FOR THE COUNTY OF HAWAII BY CHANGING THE DISTRICT CLASSIFICATION FROM THE AGRICULTURAL DISTRICT TO THE URBAN DISTRICT AT WAIAKEA, SOUTH HILO, HAWAII (TAX MAP KEY: 2-4-001:184). BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII: SECTION 1. The State Land Use Boundaries Maps for the County of Hawai`i are amended to change the district classification of property described hereinafter as follows: The district classification of the following area situated at Waiakea, South Hilo, Hawai`i, shall be Urban: Beginning at the southwest corner of this parcel of land, being also the southeast corner of Lot 3-B2 and on the northerly side of Mohouli Street, the coordinates of said point of beginning referred to Government Survey Triangulation Station "HALAI", being 4,506.34 feet South and 864.92 feet East, thence running by azimuths measured clockwise from true South: 1. 152° 41' 70.12 feet along the reminder of Government Land of Waiakea (Lot 3-B2); 2. 163° 50' 537.03 feet along the remainder of Government Land of Waiakea (Lots 3-B2 and 3-B1-A); 3. 238° 14' 416.28 feet along Land Court Application 1205 (Lots 86, 85, 84, 83, 82 and 81); 4. 328° 10' 206.61 feet along Komohana Street; 5. 58° 10' 15.00 feet along Komohana Street; 6. 328° 10' 349.89 feet along Komohana Street; 7. Thence along the west corner of the intersection of Komohana Street and Mohouli Street on a curve to the right with a radius of 30.00 feet, the chord azimuth and distance being: 13° 10' 42.43 feet; 8. 58° 10' 521.83 feet along Mohouli Street to the point of beginning and containing an area of 6.569 acres. All as shown on the map attached hereto, marked-Exhibit "A" and by reference made a part hereof. SECTION 2. This change in district classification is conditioned upon the following: A. INSERT CONDITIONS SECTION 3. In the event that any portion of this ordinance is declared invalid, such invalidity shall not affect the other parts of this ordinance. SECTION 4. This ordinance shall take effect upon its approval. INTRODUCED BY: COUNCIL MEMBER, COUNTY OF HAWAII Hilo, Hawai`i Date of Introduction: Date of 1st Reading: Date of 2nd Reading: Effective Date: -2- Ilk yep UR:t N ���' 'BAN URB• 14401 illb 110 1 URBAN URBA,, URB- URBAN URBAN LOT 3-B1-B URB' S� AGRICULTURAL TO URBAN URB' 6.569 ACRES �9y��i J��,P 0 'L/ST p.T 'BANZ UR BA 7� 'BAN URB' 0 AGRICULTURAL AGRICULTURAL URBAN AGRICULTURAL - AGRICULTURAL p\)\ ape N 4,506.34'5 664.92'E "HA LA r AGRICULTURAL Feet 0 250 500 750 1,000 AMENDMENT TO THE STATE LAND USE BOUNDARIES MAPS AMENDING THE STATE LAND USE BOUNDARIES MAP FOR THE COUNTY OF HAWAI'I, BY CHANGING THE DISTRICT CLASSIFICATION FROM THE AGRICULTURAL DISTRICT TO THE URBAN DISTRICT AT WAIAKEA, SOUTH HILO, HAWAI'I MAP PREPARED BY: COUNTY OF HAWAII, PLANNING DEPARTMENT TMK:(3)2-4-001:184 DATE:October 12,2017 EXHIBIT "A" HICOC Map 17-198 CHawai`illsandCominunityDevelopmentCorporation(HICDC)SLU.doc-11/28/2017 HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC) STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 17-000050) CONDITIONS OF APPROVAL A. The applicant, successors, or assigns shall notify prospective purchasers, tenants, or lessees of all lots that farming operations and practices on adjacent or contiguous land in the State Land Use Agricultural District are protected under Hawai`i Revised Statutes Chapter 165, the Hawai`i Right to Farm Act. This notice shall be included in any disclosure required for the sale or transfer of all of the proposed lots. B. Any action that would interfere with or restrain farming operations on adjacent or contiguous properties shall be prohibited under Hawai`i Revised Statutes Chapter 165, the Hawai`i Right to Farm Act; provided the farming operations are conducted in a manner consistent with generally accepted agricultural and management practices on adjacent or contiguous lands in the Agricultural District. HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (HICDC) STATE LAND USE BOUNDARY AMENDMENT (SLU 17-000050) Ilk ., ..„ .., .'? 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Further, the applicant sta � rh,vw illror 1 u liFederal, State control and wastewater system i Mohouli Heights Senior Neighborhood Project Phase 2 ` Phase 1 (Under construction) ' (Completed) \ 0 0o � Fili", ell— . j � � �„� �- a� .1,�, is � r° ...,: wtyy 1 ti Ij ..;�.i It x 6 . 1' sr+- _.: { {• •1 , �� ptlE _"ate, , _ �y fiia t t, E iII I gI• :( �M 1, i- r i ` l'r -i o.l— 411:ii �� I: C Tris 't',.t rFII.it aI -\ , 1 ' r \ Phase 3 1 (Currently in design) Moho Hilo Adult Day Center ....--N (Under construction) li Street W. '., ':'—' ......—.it1.'1—:.7.-1-4..,.1...1Grp' '■j .givc+ ri 1 fi E \\\ 1 1" A` -, i } , { 1 } {INP." _; f ;.t , _ t ski.. E`i \N. O"; i - ''''' ,' ;ET-- Proposed Work: I fi.p,,;i _I_ I ; � "r '�'�'t i . . ', � ""f • Senior Apartments(purple) \, :"7•7 . ' w. :' 'e ;. _"aa' "._ t--t, \ • A Senior Community Center :.x \`� T . :w P(teal green) • 102 Parking Stalls(pink) '. '` .";� `°`:�, ate- i {/� n e.. ''S. f.t, i . !!i r....._________________ y1} i. 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PLANNING DIRECTOR'S RECOMMENDATION : WINDWARD PLANNING COMMISSION COUNTY OF HAWAI`I HEARING TRANSCRIPT DECEMBER 7, 2017 A regularly advertised hearing on the application of HAWAII ISLAND COMMUNITY DEVELOPMENT CORPORATION (SLU 17-050) was called to order at 9:02 a.m. in the County of Hawai`i Aupuni Center Conference Room, 101 Pauahi Street, Hilo, Hawaii with Chairman Gregory Henkel presiding. COMMISSIONERS PRESENT: Joe Clarkson, Gregory Henk el, Donald Ikeda, and Myles Miyasato. ABSENT & EXCUSED: Donn Dela Cruz and Thomas Raffipiy. ALSO PRESENT: Michael Yee (Planning Director), Malia Ho Hall (Deputy Corporation Counsel for the Windward Planning Commission), Jeff Darrow,(Planning Program Manager), Maija Jackson (Planner), Christian Kay(Planner), Shancy Watanabe (Planner), and Sarah Hata-Finley(Commission Secretary) And 6 members from the public in attendance. _ APPLICANT: HAWAI`hISLA ND CO1VINIUNITY-=DEVELOPMENT CORPORATION (SLU-17-000050) Application for a State Land Use Boundary Amendment from Agricultural to Urban for approximately 6.569 acres`of land T-he subject property is located at the northwest corner of Mohouli Street and Komohana Street.in the_.W aiakea Cane Lots, Waiakea, South Hilo, Hawai`i, TMK: (3)2-4L'001 HENKEL:=Then, we'll move:to Agenda Item No. 2 which is Hawaii—the Applicant is Hawaii Island Community Development Corporation. It's SLU 17-50, and Shancy will be making the presentation. WATANABE: Thank you. Aloha kakou and good morning. The Applicant is the Hawaii Island Community Development Corporation or HICDC. This is for a State Land Use Boundary Amendment, SLU 17-50 This is the location map. The subject property is highlighted in red and located at the northwest corner of the Komohana Street and Mohouli Street intersection in the South Hilo District. The Applicant is requesting a State Land Use Boundary Amendment from Agricultural to Urban for 6.569 acres of land to continue developing 92 affordable senior housing units known as Phase 3 of the Mohouli Heights Senior Neighborhood Project under Governor's Executive Order No. 4224. 1 Proposed are three, 2-level apartment buildings and a community center. The Applicant proposes improvements to the access road, County waterline, on-site parking, and landscaping. Further, the Applicant has stated that they will comply with all applicable Federal, State, and County requirements including floodplain management, fire control, and wastewater system design. This is the Applicant's proposed overall site plan. Phase 1 is highlighted in green and was completed in 2014. Phase 2 consisted of a 32-unit senior apartment building which is completed and occupied, and, the Hilo Adult Care Center, which is currently under construction. Phase 3, highlighted in yellow, will consist of the 92 units plus the community center. This is the Applicant's proposed site plan. The proposed work includes the three senior apartment buildings shown in purple; the community center`shown in the teal; and the proposed parking shown in the pink. This is the Applicant's proposed elevation plans O-n the left is the community center, a one- level building with walkways leading to the senior:apartment buildings on either side, and this is a sample of the senior apartment building elevation which is atwo-level building on the right. This is the Zoning Map. The subject property is highlighted-in red and is in the Agricultural District. The Sunrise Ridge Subdivision to the north is zoned Residential, Single-Family. The University is in purple. Other Residential zoning in yellow,'-theMultiple-Family Residential in the brown, and Project District in the bluish purple, gray color in the upper left hand corner. • This is the State Land Use Boundary Map. The subject property-is in the State Land Use Agricultural District. This is the General..Plan Land Use Pattern Allocation Guide Map. The subject property is designated as MediumDensity Urban. • This is an aerial photograph of the subject property highlighted in yellow. As this picture was taken a while ago, it does not show the 32-senior apartment building and the Hilo Adult Day Care Center. This photograph was taken standing on Kupuna Place looking towards the Mohouli Street intersection. This photo was taken on the road easement just off of Kupuna Place leading towards Phase 3. This photo was taken standing at the proposed upper portion of Phase 3 looking makai towards the Komohana Street and Mohouli Street intersection. These photos were of Phase 2. The photo in the center shows the Hilo Adult Day Care that's under construction, and I apologize this photo is a little dark. On the left side is the apartment building which is a continuation of the building that you see in the middle, and on the right, we had the emergency access gate leading towards Kahikini Street in the Sunrise Ridge Subdivision. 2 The Planning Director recommends a favorable recommendation for the State Land Use Boundary Amendment to the County Council. This concludes my presentation, and I'm happy to answer any questions that the Planning Commission may have. Thank you. HENKEL: Thanks, Shancy. Any questions? Myles? MIYASATO: Shancy, you know, I noticed that the Department_.,—I know this is a 201H, and they, you know, allow exemptions. And, I noticed that some of the departments had a response and some requests and I noticed it's not in the conditions, and is there a reason? WATANABE: Those conditions by the County agencies and some of the State agencies will be addressed during the construction phases. The State Land Use Boundary Amendment usually just addresses the conditions towards farming and the right to farm notification to the surrounding property owners. MIYASATO: Okay. HENKEL: Anymore questions? Thank you. Will the Applicant and/or their representative come forward, please? NISHIMURA: Good morning: HENKEL: Good morning. Would you raise your right hand? Do you swear or affirm to tell the truth in this matter before the Planning Commission? NISHIMURA: Yes. HENKEL: HENKEL . Thank you. State your name and where you're from and proceed, please. NISHIMURA Brian Nishimura. My address is 1174 Awiki Place, Hilo, Hawaii, and I'm the planning consultant working for HICDC. HENKEL: You did receive the Planning Director's Background and Recommendation Reports? NISHIMURA: Yes. HENKEL: Okay. You can comment on those if you like. NISHIMURA: Okay. We, HICDC, will be able to comply with the conditions which were recommended by the staff, and we are here to answer any questions that you may have. I think the staff did a good job of providing the background information regarding this request, so I don't have anything to add right now. 3 HENKEL: Thank you, Mr. Nishimura. Any questions from the Commission? Thank you. You may be seated. DARROW: Mr. Chairman? If I could interject real quick ? HENKEL: Please. DARROW: This is a different kind of process that we're going through right now. It's not our normal Change of Zone/State Land Use Boundary Amendment process. This involves what is called a 201H exemption process, and that's, I think the question that Myles was trying to get to is normally, when we have a Change of Zone come before the Planning Commission, you'll see a number of conditions added on their addressing all the comments from the different governmental agencies. In this particular situation, what's happened is prior to this State Land Use Boundary Amendment coming in to the County, normally there would be a Change of Zone application. What they, what this project did, because it's mainly an affordable housing-type project, it can qualify for a particular exemption allowed by State law under 201H. And, so, it goes before the County Council, and it's the request for exemption is made and approved by them, which is part of the background here. It talks about those exemptions So, basically, in this case, there was no Change of Zone in place at the time. They just came in and requested that the zoning be changed from Agriculture to Multiple-Family Residential without any conditions That doesn't mean that they don't have to do any of the improvements. They still are required todo all the different requirements that are required by the different governmental agencies. There's just not any conditions. Normally, you would have a fair share condition that would require the Applicant to pay fair share costs for housing, but they're exempted from that because of the affordable housing component. There are other conditions that are added, too,but again, it's almost, it's similar to in the, you know, there are times that an applicant already has existing zoning. There's no conditions on it. So, they come in, they have to go through the Building Permit process. They have to go through sometimes Plan Approval. So, they still have all the requirements. They have to hook up to water. They've gotta make sure they meet solid waste and wastewater requirements—all these different requirements—Fire Department requirements and things. So, I think that's the main issue that's going on here, is this, this confusion. What—where are all the normal conditions we place on it? And, maybe Brian can address a little bit more detail in regards to how they're going to meet these requirements through the process. So, that way, the Commission can feel assured that this project will meet those standard conditions. And, as Shancy mentioned, because this is just a simple State Land Use Boundary Amendment, normally, the County doesn't place conditions on it. They are already placed under the Change of Zone, but that's been exempted. But, we do have what we call a Right to Farm Act that we want to make clear to residents of the project that there maybe agricultural uses occurring on surrounding properties that they need to be aware of, that these people have the right to farm and that there may be nuisances caused by that. 4 Hopefully, that clears that up a little. CLARKSON: No, excuse me, now I'm confused. So, in the past, there was an exemption to County zoning. Has this project already received Building Permits? I saw construction equipment on site in the photographs. NISHIMURA: Not for Phase 3. What you saw was on-going construction on the Hilo Adult Day Care Center, and but I, you know, I believe that the confusion is that this 15-acre property that HICDC received through a lease from the County of Hawaii, went through a pre-emption process in 2010, which included a request for a boundary amendment from Agriculture to Urban. And, at that time, the County's position was that was permitted through the 201H process, and we were granted approval. Subsequently, there was a, I guess interpretation by the State Land Use Commission that the 201H process could not be used for boundary amendments, State Land Use Boundary Amendments, and the Planning Department and the County notified HICDC and requested that we go through this process that we're going through right now. So, you know, HICDC fully complied with the requirements that were asked of them back in 2010 and subsequently through the development process of Phase 1, Phase 2, and the Hilo Adult Day [Care] Center Project. As we approach Phase 3, we were asked to use another process to submit this application before we can go through with developing-Phase 3. And, commenting on Jeff's comments regarding the following,the requirements of different County agencies, prior to getting a Building Permit and Plan Approval, HICDC will be required to pay the water facilities charges, put in the water system improvements. Before they can get water, they will be required to comply with the sewer division's requirements. They've already completed the updated sewer study that was requested and found to be, the capacity is available, and so they will proceed with doing all of the agency requirements before they can get a Building Permit. CLARKSON::.I just want to clarify that my confusion had to do with the fact that there were agency comments related to the project itself, such as the Water Department's facility fee and that sort of thing, and yet those wouldn't even seem to be necessary for a boundary amendment. So, that's where my confusion came from. Some of the comments appeared to apply to the project itself as it will be constructed rather than just moving the land use boundary. MIYASATO: I have one more. HENKEL: Go ahead, Myles. MIYASATO: You know, this is a great service, and I'm in favor of the project itself, but, you know,just that Land Use Commission glitch or whatever you want to call it, you know, I have this letter from you, Brian, that you will, it's recommended that you follow up with the State Land Use Boundary Amendment, yeah? So, do you folks intend to follow up? The LUC? 5 NISHIMURA: We will. HICDC intends to cooperate and participate with the Planning Department and the County to resolve that matter. MIYASATO: Okay, `cause, you know, it just, it's just that in the future, if someone else comes up with 15 acres and says oh, you know, this project didn't have to do it, why do we? And, the background comment will probably be, oh, the Commission, you know, overlooked it. And, I don't want to be the Commission that, referenced, that overlooked it. I rather be a Commission that's referenced that corrected it, yeah? So, I just would want an assurance that that would be followed up on. NISHIMURA: Yes, it will. MIYASATO: Okay, thank you. HENKEL: Joseph? CLARKSON: In fact, if I can make one more suggestion since we have a Council Member here [Secretary's Note: Council Member Valerie Poinde.xter was in the audience.] that in addition to the remaining nine acres of your project that requires a land use amendment, it looks to me based on the Planning maps that a great deal more land in this vicinity should be part of the State Urban rather than Agricultural area, and that the Council might want to consider doing a, applying for a much larger land use change in the future. HENKEL: You know,in the past here, the term "affordable housing" you know relates to a percentage of the median housing price of a home on the island. In the context of senior housing, is there a formula that determines what is affordable? NISHIMURA: All of the units that have been developed by HICDC for this project are for seniors who earn less than 50 percent of the median family income. HENKEL: And, then their rent would be'a percentage of that income?. NISHIMURA: No more than 30 percent of that, their income. HENKEL: Thank you. Any more questions? Okay, Brian, you may be seated. Thank you very much. We have one person signed up to testify. Jo-Ann Kalamau, would you please come forward? KALAMAU (from audience): Sure. KALAMAU: Okay. HENKEL: Jo-Ann, would you raise your right hand, please? Do you swear or affirm to tell the truth in this matter before the Planning Commission? KALAMAU: Yes. 6 HENKEL: Thank you. You have three minutes. Please speak into the microphone and . KALAMAU: Okay. Anything to do with HICDC I'm interested, because I'm a resident in Phase 1 for three years since they got done. Well, I came because I wanted to support this new Phase 3 coming up, and I that's why I got ready to come. Usually, I'm home sleeping as a retired person, but I felt this was important that I've always had good feelings about Mr. Kato and Jaime and I wanted to make sure that this goes through, but a lot of the residents have told me their concerned about the parking, I mean coming in and out of the property, that we only have one way in and one way out. And, you approving the thing, this measure already so you must know the answer to that but not the residents. So, I was wondering if I can take back to them that they can ease their mind that going have enough room for go in and out of Phase 1, 2, and 3. You probably know that. And, so, you know, everyplace have problems, you know. In my case, I don't like dogs and there's seven around me, and I work at it. But, overall, this place is affordable. They keep it as clean as they can, and it's wonderful to live there, and when I see people driving in and out of the property, I know they're looking. They want to be living up there with us, and I'm hoping that they can. But, it fills up so fast, and I'm happy that this 92 more units will be coming up. And, they'll be happy, and I'll be happy that seniors are able to have a roof over their head and enjoy themselves in their later years `cause I plan to die over there. I'm sure other people, too, `cause they're very, very happy, and so am I in spite of our problems. And, I'm done with my three minutes. HENKEL: Thank you, Jo-Ann. Do you have anything else to add? I'll let you go. KALAMAU: Just the parking. HENKEL: Okay. Brian, would you come up and address Jo-Ann's concerns about parking and access? NISHIMURA: The 15-acre property has one access off of Mohouli Street through Kupuna Place. During the 201H pre-emption process, HICDC was restricted from making a connection to the Sunrise Ridge Subdivision. What you saw in one of the pictures that the staff provided was a—there was a connection for emergency purposes only. And, that is there was a gate put up and is only opened during emergency situations. Fire Department has a key. And, that's a— 1 that was a condition or a constraint placed on the project. There's no other available access point because access from Komohana Street, which is the other adjacent street, was also restricted. So, the project had to deal with the limitations being imposed on it and, you know, has been—the whole project was planned with that one access point off of Mohouli Street, and they really didn't have any other alternative as far as an alternate access. In terms of parking, each project that is being developed provides sufficient parking for each of the individual projects. So, additional parking is provided as each phase is constructed. 7 HENKEL: Thank you. Any other comments? It, you know, it seems to me the emergency gate that you have, I guess that's because Sunrise Ridge wants it restricted? NISHIMURA: They were in opposition to having access through their subdivision. HENKEL: Because, I mean, it seems to me that that's emergency egress for them, too, if it were open, but, okay, thank you. CLARKSON: Just one last question. Are there any back-ups now at this one entry? Do people have to wait to turn left onto Mohouli Street? Or is it pretty free?_ NISHIMURA: I'm sure that during the rush hour traffic time periods, there may be waits because I do know that traffic on Mohouli Street is backed up from Komohana beyond this Kupuna Place point. So, during the morning especially and I would.assume also in the afternoon, well, maybe not so much in the afternoon,but definitely during morning peak hour traffic periods, there would be some difficulty getting out mainly for people making left turns. IKEDA: May I comment on this? I'm very familiar with the project. I was on the Council when this was approved. You're right. The Sunrise Ridge didn't want the senior center to go through their subdivision and that was_one.of the conditions.-we put in to satisfy the Sunrise Ridge Subdivision. And, you know, as the traffic, I pass there, you know—I'm very concerned `cause when I was on the Council, that is my district and I worked with Keith quite a bit, and I found that there's not too much of a holdup on people getting out of the, this development, because you can always turn right and then`-turn right again,on Kukuau, so it's very close. Unless, the only time.you're gonna_-be stuck in traffic.is if you're gonna turn left on Komohana so—. I've never seen traffic back up`there, and I don't think all the residents own a car in that subdivision, I mean, in that development, either. So, like I said, I pass there almost every day, and I have never-seen any trouble HENKEL: Thank you, Brian. IKEDA: Wait, can I ask another question'? Is—Keith, can I ask you a question? Keith, when we passed this in 2010—I thought was for the whole area. Wasn't that what— HENKEL: —Excuse me, Donald,let me swear Keith in first and then we can proceed. Would you raise your right hand,-,pleas-O? Do you swear to tell the truth in this matter before the Planning Commission? KATO: Yes. HENKEL: Thank you. Proceed. Please state your name. KATO: Keith Kato. IKEDA: Keith, the question was, you know, when we approved this development, wasn't it for the whole 15 acres? 8 • KATO: Right. When we first brought it up, yeah, before the County, it was we were trying to get the whole property so designated, and the Council, you know, agreed. This really is—the reason we're here today is basically a technical glitch, the way I see it. Quite frankly, you know, for years, we've been using this 201H process and so long as the property is under 15 acres, we include the change in the State Land Use District along with, you know, the zoning and any kind of exemptions that we seek. And, you know, this has been going on and on and on. But, the Land Use Commission staff, you know, I guess they looked at that exemption procedure or process in the HRS and it refers to processing LUC changes through Section 205, you know, which is the Land Use Commission's statute. So, you know, they basically have raised this question, and we're just, you know, are here today to get the matter kind of cleaned up so that there's no question that this is State Land Use Urban. The zoning has already been approved. Relief on the parking, youknow, we'll provide one stall per unit instead of one and a quarter. Anyway, and, that relief, you know, we sought, and it was approved. So, it's—and it's something that the State is aware of so HHFDC which is the agency that, you know, this is Housing Finance and Development Corp., the State housing people who are created by this 201 section of the statute, they're_gonna, they're proposing an amendment to just clarify that for, you know, properties less than 15 acres,-you`know, that the LUC change is going to be handled by the appropriate;County agency. HENKEL: Thank you. You may be seated now. Anybody else? KALAMAU (from audience):-.Can I comment on the going-in and m t of the residence? HENKEL: Please come_back up and use the microphone, Jo-Ann. KALAMAU (fromaudience) Okay.: KALAMAU Well, the answer is we not going get one other in and out, a hearing. Okay, so that tells me that we gotta be a little bit more patient when we get to the stop sign at Mohouli because the left turi.is a good left'turn `cause we can stop and wait our turn. There's a lane for us to wait, okay? Getting into that lane, we gotta wait for the traffic opens up for us like normal. Okay? So, if that's the way we have to live, then that's the way we gonna live, but I've never had a problem goingin and out. And, the second thing was I understand that HICDC paid for a traffic light there but never got installed. Now, we have never used the traffic light so life is going on as usual. So, being that, I just going back and tell the residents just be patient and don't grumble. That's it. HENKEL: Thank you, and I don't know, maybe at some point, there could be a right turn only— KALAMAU: That's another option—be patient and go around the block like that. HENKEL: —As Commissioner Ikeda pointed out, it's easy to just go around. You know, we just want to make sure that it's safe. 9 KALAMAU: Yeah, okay. HENKEL: Thank you. With that, is there a motion to close the public hearing portion of this? IKEDA: Move to close public testimony. MIYASATO: Second. HENKEL: It's been moved and seconded to close public testimony. All in favor say, "aye." COMMISSIONERS: Aye. HENKEL: Opposed? Public testimony is closed. Withthat, we'll-look for a motion to action. MIYASATO: Chair, I'll make a motion. I move that a favorable recommendation be forwarded to the County Council on the application for a Slate Land Use Boundary Amendment, Docket No. SLU 17-000050 based on the Planning Director's recommendations and findings which shall be adopted. - IKEDA: I second. HENKEL: It's been moved by Commissioner Miyasato. Seconded by Commissioner Miyasato [sic] to approve SLU 17-50. HALL: Ikeda. Seconded by Ikeda HENKEL: Who did I say? HALL You said Miyasato, Miyasato. HENKEL: OhI'm sorry, Ikeda. HALL: That's all right. HENKEL: My mistake Shancy, will you take a roll call, please? WATANABE: Yes, Chair. 'Commissioner Miyasato? MIYASATO: Aye. WATANABE: Commissioner Ikeda? IKEDA: Aye. WATANABE: Commissioner Clarkson? • 10 CLARKSON: Aye. WATANABE: And Chair Henkel. HENKEL: Aye. WATANABE: The motion carries four, zero. Thank you. The discussion ended at 9:33 a.m. Respectfully submitted, Sarah Y. Hata Finley, Secretary Windward Planning Commission 11 z4rj7 ore BRIAN T.NISHIMURA, PLANNING CONSULTANT P 1�rN! LIStyr, � ^, 2 1174 Awiki Place `/���j' U r'R-i-/\IIENT Hilo,Hawaii 96720-4221 iVj Phone:(808)896-0593 E-mail:nishimura.brian@gmail.com December 4, 2017 • Mr. Michael Yee, Director County of Hawaii Planning Department 101 Pauahi St., Suite 3 Hilo,Hawaii 96720 Subject: State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the State of Hawaii,Land Use Commission dated November 22, 2017, regarding the subject application. The Land Use Commission recommended that, "once this project is underway,that the County and HICDC, apply for a State land use district boundary amendment for Phase 1 and 2 to settle any uncertainty with respect to these projects."Please be advised that the applicant has had several discussions with the Planning Department on this matter and will cooperate with the County in processing the amendment. Thank you for your assistance in processing this application. Should you have any questions or require additional information regarding this matter,please do not hesitate to contact me. Sincerely, brat I Brian T.Nishimura, Planning Consultant c. Keith Kato, Executive Director, Hawaii Island Community Development Corporation Daniel E. Orodenker, Executive Officer, State Land Use Commission 2.117 0E0 p: 2 L8 PLANNiNG BRIAN T.NISHIMURA, PLANNING CONSULTANT CoU1ti'fy Ur-�RTMNT 1174 Awiki PlaceHAWAII Hilo,Hawaii 96720-4221 Phone:(80.8)896-0593 E-mail:nishimura.brian@gmail_.com December 4, 2017 Mr. Michael Yee, Director County of Hawaii Planning Department 101 Pauahi St., Suite 3 Hilo, Hawaii 96720 Subject: State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the State of Hawaii, Department of Land and Natural Resources, Historic Preservation Division(SHPD) dated November 22, 2017,regarding the subject application. Although the SHPD determined that, "no historic properties affected for the proposed zone change",they provided an additional comment as follows: "In the unlikely event that during future construction activities that historic properties such as lava tube openings, concentrations of artifacts, structural remains or human skeletal remains are found during construction activities please cease work in the immediate vicinity of the find,protect the find from additional disturbance, and contact the State Historic Preservation Division at(808) 933-7651." Please be advised that the applicant will comply with the above-described request. Thank you for your assistance in processing this application. Should you have any questions or require additional information regarding this matter,please do not hesitate to contact me. Sincerely, Brian T.Nishimura, Planning Consultant c. Keith Kato, Executive Director,Hawaii Island Community Development Corporation Susan A. Lebo, Archaeology Branch Chief,Department of Land&Natural Resources 115308 ?OR OF ,., ' y8 11, BRIAN T.NISHIMURA, PLANNING CONSULTANT ,QUN] orf HAV T 1174 Awiki Place fir{1 Hilo,Hawaii 96720-4221 Phone: (808)896-0593 E-mail:nishimura.brian@gmail.com • December 4, 2017 • Mr. Michael Yee,Director County of Hawaii Planning Department 101 Pauahi St., Suite 3 Hilo,Hawaii 96720 Subject: State Land Use Boundary Amendment(SLU 17-000050) Applicant: Hawaii Island Community Development Corporation(HICDC) Tax Map Key: 2-4-001:184 Dear Sir: This is in response to comments received from the County of Hawaii,Department of Water Supply(DWS), dated November 29, 2017,regarding the subject application. The DWS provided a list of five comments pertaining to submission of construction plans, construction of necessary water system improvements,payment of water facilities charges,preparation of any necessary conveyance documents for easements to the Water Board of the County of Hawaii, compliance with all applicable policies and requirements and submission of updated water usage calculations for Phase 3. Please be advised that the applicant will comply with all applicable requirements of the Department of Water Supply. Thank you for your assistance in processing this application. Should you have any questions or require additional information regarding this matter,please do not hesitate to contact me. Sincerely, Brian T.Nishimura, Planning Consultant c. Keith Kato, Executive Director, Hawaii Island Community Development Corporation Keith K. Okamoto, P.E., Manager-Chief Engineer, Department of Water Supply 11530 ' t fl DAVID Y. IGE • h— VIRGINIA PRESSLER, M.D. GOVERNOR OF HAWAII P? �g5g oy� DIRECTOR OF HEALTH rc� a i LIVOW).1 \-C- g0-4 STATE OF HAWAII DEPARTMENT OF HEALTH u P.O. BOX 916 () HILO, HAWAII 96721-0916 ca Orj MEMORANDUM cD DATE: December 12, 2017zn TO: Mr. Michael Yee Planning Director, County of Hawaii FROM: Eric Honda District Environmental Health Program Chief SUBJECT: State Land Use Boundary Amendment(SLU17-000050) Request: Agricultural to Urban TMK: 2-4-001:184 The Department of Health(DOH), Clean Water Branch (CWB), acknowledges receipt of the subject document on date . The CWB has reviewed thelimited information contained in the subject document and offers the following comments: Permit Issuance * Any project and its potential impacts to State waters must meet the State's: 1) Antidegradation policy, which requires that the existing uses and the level of water quality necessary to protect the existing uses of the receiving State water be maintained and protected; 2) Designated uses, as determined by the classification of the receiving State waters; and li 3) Water quality criteria [Hawaii Administrative Rules (HAR), Chapter 11-541, * A Section 401 Water quality Certification (WQC) is required if your project/activity: - Requires a federal permit, license, certificate, approval, registration, or Statutory exemption; and - May result in a discharge into State waters. The term "discharge" is defined in Clean Water Act, Subsections 502(16), 502(12), and 502(6). Examples of"discharge" include, but are not limited to, allowing the following pollutants to enter State waters from the surface or in-water: solid waste, rock/sand/dirt, heat, sewage, construction debris, any underwater work, chemicals, fugitive dust/spray/paint, agricultural wastes, 115318 biological materials, industrial wastes, concrete/sealant/epoxy, and Michael Yee December 4, 2017 Page 3 of 5 must be submitted at least 30 calendar days before the commencement of the discharge or start of construction activities. To request NPDES general permit coverage, you must complete and submit the NOI. The NOI is available on the e-Permitting Portal website located at: https://eha-cloud.doh.hawaii.gov/epermit/. Please see HAR, Chapter 11-55 for more information on the NPDES individual permit and NPDES general permits. The specific NPDES general permits located in HAR, Chapter 11-55, Appendices B through M. HAR, Chapter 11-55 and HAR, Chapter 11-55, Appendices B through M are available on the CWB website at: http://health.hawaii.gov/cwb/. • According to State law, all discharges related to the project construction or operation activities, whether or not NPDES permit coverage and/or Section 401 WQC are required, must comply with the State's Water Quality Standards. Monitoring • Effluent discharge and/or receiving water monitoring may be required as conditions of Section 401 Water Quality Certifications and NPDES General and Individual permits. Enforcement ® Noncompliance with water quality requirements contained in HAR, Chapter 11-54 and/or permitting requirements specified in HAR, Chapter 11-55 may be subject to penalties of$25,000 per day per violation. • Violations of Hawaii Revised Statutes 342D and 342E may elicit administrative, civil and criminal penalties for such violations. Polluted Runoff Control • Manage projects identified in watershed-based plans that reduce polluted runoff and educate the public about nonpoint source pollution. Projects are selected through an annual request for proposals. Funding is provided by the EPA through the Clean Water Act. For more information on projects and funding opportunities,please visit: ww-w.hawaii.gov/doh/pollutedrunoffcontrol. If you have any questions, please contact Ms. Joanne Seto, Supervisor of the Engineering Section, CWB, at (808) 586-4309. The subject project is located within or near proximity to the County sewer system. All wastewater generated shall be disposed into the County sewer system.