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HomeMy WebLinkAboutCOM 1007.000 2008-2010 William T. Takaba i ,.'' William P. Kenoi �l Managing Director w %i ;w g g Mayor, �-. . s .: Wally Lau ;;A: ± r ??, 6F•Hrr Deputy Managing Director County of Hawaii 25 Aupuni Street • Hilo, Hawai`i 96720 • (808) 961 -8211 • Fax (808) 961 -6553 KONA: 75 -5722 Hanama Place, Suite 102 • Kailua -Kona, Hawai'i 96740 October 27, 2010 (808) 327 -3602 • Fax (808) 326 -5663 cam? Honorable J Yoshimoto, Chairman and Members of the County Council County of Hawai`i 25 Aupuni Street Hilo, HI 96720 Dear Chairman Yoshimoto and Members: State Land Use Boundary Amendment Application (SLU 10- 000027) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000127) Request: A -5a to RS -10 Applicant: Hualalai Partners of Kona, LLC Tax Map Key: 7 -5 -17:43 State Land Use Boundary Amendment Application (SLU 10- 000029) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000129) Request: A -5a to RS -7.5 Applicant: Brian R. Cook Development, Inc. Tax Map Key: 7 -5 -17:41 /State Land Use Boundary Amendment Application (SLU 10- 000028) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000128) Request: A -5a to RS -7.5 Applicant: JKS Partners, LP Tax Map Key: 7 -5 -17:40 As required by Chapter 4, Sec. 6- 4.3(C), Hawai`i County Charter, transmitted herewith for the County Council's consideration and action are the Leeward Planning Commission's letters and enclosures regarding the above - referenced requests. Sincerely William P. Kenoi Mayor Enclosures cc: Planning Department Hawai`i Comity is an Equal Opportunity Provider and Employer <3; t is 33 1 33 Comm. No. / Ref. To: _______ ________ C Raft Date NOV 1 •:- f '4-‘411.5)-f '''' '. 4 14 Gf • MF ,i' _ County of Hawaii LEEWARD PLANNING COMMISSION Aupuni Center • 101 Pauahi Street, Suite 3 • Hilo, Hawaii 96720 — 7" Phone (808) 961 -8288 • Fax (808) 961- 8742�'" October 27, 2010 The Honorable J Yoshimoto, Chairman and Members of the County Council County of Hawaii 25 Aupuni Street Hilo, HI 96720 Dear Chairman Yoshimoto and Council Members: State Land Use Boundary Amendment Application (SLU 10- 000028) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000128) Request: A -5a to RS -7.5 Applicant: JKS Partners, LP Tax Map Key: 7 -5 -17:40 The Leeward Planning Commission at its duly held public hearing on September 30, 2010, reviewed the above - referenced request for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural — 5 acres (A -5a) to Single - Family Residential — 7,500 square feet (RS -7.5) for approximately 14.682 acres of land. The property is located adjacent to and north of Pualani Estates Subdivision and mauka of Hawaii Belt Road, Kahului 2 North Kona, Hawai`i. The Commission concurred with the Planning Director's favorable recommendation for the State Land Use Boundary Amendment request and the unfavorable recommendation for the change of zone request as follows: State Land Use Boundary Amendment The approval of the reclassification from the State Land Use Agricultural to the Urban District will not be violative of Section 205 -2, Chapter 205, Hawaii Revised Statutes, nor will it be inconsistent with the Land Use Commission Rules and the County General Plan. According to the Land Use Commission Rules, one of Hawai `i County is an Equal Opportunity Provider and Employer V1.1 V1 The Honorable J Yoshimoto, Chairman and Members of the County Council Page 2 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 west. The applicant's request to designate 14.682 acres into the Urban District reflects the infilling of Agricultural -lands within this section of North Kona already surrounded by Urban - designated lands to the south (Pualani Estates Subdivision) and further mauka (TMK: 7 -5 -17: 42). The applicant requests a concurrent Change of Zone from Agricultural (A -5a) to Single- Family Residential 7,500 square feet (RS -7.5) to develop a 54 -lot single family residential subdivision on the site. The Urban District request would be consistent with the goals and polices of the Land Use element of the General Plan. 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 Urban Expansion Area. Thus, the area under consideration is consistent with the urban form established for this section of North Kona as depicted on the LUPAG Map. The project site is located in an urban -like setting adequately served by transportation, utilities, commercial establishments and other amenities. The reclassification and proposed rezoning will allow the property to be developed for a 54 -lot single - family residential subdivision. The urban classification also conforms to the standard that the development is within reasonable proximity to centers of trading and employment and basic services such as schools, police and fire protection, transportation systems and water. The project site is located near the Kailua -Kona urban area, and thus conforms to the Land Use Commission Rules that encourages urban development in close proximity to existing developments, services and facilities. The primary project access will utilize the extension of an existing County street (Hoomama Street) within the Pualani Estates Subdivision through the adjacent mauka parcel 41. The extension is eventually intended to connect to Hualalai Road and possibly serve as another mid level road. The planned road within the project site will have a right -of -way of approximately 50 feet at the beginning of the site, to increase to 60 feet at the northern end. There will be a new mauka/makai road with a 50 -foot wide right -of- way extending from the immediately adjacent mauka property (Parcel 41) and through the subject site. This new access will connect to another existing County street (Paulehia Street) within the Pualani Estates Subdivision. Both Paulehia and Hoomama Streets intersect with a major collector street (Puapuaanui Street) in the Pualani Estates Subdivision. i The Honorable J Yoshimoto, Chairman and Members of the County Council Page 3 In a memo dated July 13, 2010, the DPW has stated that Hoomama Street should be extended to the northern boundary of the adjoining parcel and a mauka -makai street should be required to connect with parcels 41 and 42. DPW further recommends that Hoomama Street be constructed to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways within the proposed subdivision be constructed to dedicable standards and dedicated to the County. Hualalai Road is a County collector street with an 18 to 20 -foot wide pavement with a variable right -of -way. The DPW states: • Hualalai Road is substandard based on width, alignment and roadside hazard clearances. • In considering the existing and future needs for the Hualalai right -of -way, a 50- foot width will be adequate to serve as a collector street with paved shoulders if widening is provided where turning lanes may be needed in the future. • DPW foresees a future need for left -turn lanes on Hualalai Road at the development road. • The applicant shall dedicate additional right -of -way to the County, equal to or more than one -half the difference between the existing right -of -way and the realigned 50 -foot wide right -of -way. An additional 5 -foot wide future road widening setback easement shall be provided along the property's frontage and dedicated to the County. The project is also consistent with the Hawai`i State Plan, a guide for the long - range development of the State. The Plan identifies goals, objectives, policies and priorities for the State and provides a basis for the determination of policies and allocation of limited resources. Section 226 -19 (Objectives and policies for socio- cultural advancement - housing), subsection (b)(1) of the Hawaii State Plan Chapter 226, HRS, (1996) states "it shall be the policy of this State to effectively accommodate the housing needs of Hawai`i's people ". Section (b)(3) which states, "Increase home ownership and rental opportunities and choices in terms of quality, location, cost, densities, style and size of housing." Thus, the proposed project is consistent with the policies outlined in the Hawai`i State Plan. 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 near urban -type uses, including the Pualani Estates Subdivision to the south. Kailua -Kona, the urban center for West Hawai`i with hotels, multi - family residential, single - family residential, public facilities and commercial uses, is located proximate to the site. Water can be made available to the site. Police and fire protective services are within close proximity to the property. All essential utilities will be made available to the property. , The Honorable J Yoshimoto, Chairman and Members of the County Council Page 4 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, Flood Zone "AE" affects the subject parcel in the southeastern corner. Thus, any improvements to the property must comply with Chapter 27 of the County Code relating to Flood Plain Management. As the project is required to comply with Chapter 27, 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." While the project site is situated within the State Land Use Agricultural and County's Agricultural (A -5a) zoned district it is not currently being used for active agricultural purposes. The property is unclassified under the State of Hawai `i's Agricultural Lands of Importance to the State of Hawai`i (ALISH) Map and is not in agricultural use. The project site is vacant and heavily vegetated. The Land Use Study Bureau's Overall Master Productivity Rating for the soils in the area is "E" or "Very Poor ". An Inventory Survey for 29.389 Acres in Kahului 2" North Kona District, Island of Hawai `i dated April 2008 was prepared by Escott, Wolforth, and Wilson (Appendix B in application). Ten archaeological sites were discovered on the property. With the exception of a cave and three burials, the sites were evaluated and no further work was recommended. Cave Site #26602 was evaluated as significant and data recovery recommended for a limited portion of the cave. Burial sites 26620, 26621 and 26622 will be preserved as determined in a Burial Treatment Plan to be developed by the applicant. The reclassification of 14.682 acres 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 Hawaii. 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 is supportive of the Hawaii State Plan. Change of Zone The applicant is requesting a Change of Zone from Agricultural (A -5a) to Single - Family Residential (RS -7.5) to develop a 54 -lot single - family residential subdivision on the property. The applicant is also requesting a concurrent processing of a State Land Use Boundary Amendment from Agricultural to Urban. The primary factor for this unfavorable recommendation is based on non- compliance with the requirements of the Kona Community Development Plan for projects located within a transit - oriented development (TOD), which will be explained in greater detail below. If the proposed development complied with the requirements The Honorable J Yoshimoto, Chairman and Members of the County Council Page 5 outlined below, more specifically, the development of a TOD Village Master Plan, the recommendation from the Planning Department would have been favorable. The Kona Community Development Plan (KCDP) was adopted by Ordinance 08- 131 on September 25, 2008 by the Hawai`i County Council. The Kona Community Development Plan encompasses the judicial districts of North and South Kona. The 800 square miles of land area, which comprises the North and South Kona districts, accounts for approximately 20% of the total land area of the Island of Hawai`i. In order to achieve the vision of the KCDP, eight guiding principles were derived from public meetings and working groups. These principles are the foundation for the goals, objectives, policies, and implementation actions of the KCDP. One of the eight guiding principles is "direct future growth patterns toward compact villages, preserving Kona's rural, diverse, and historical character." The preference to encourage future urban and rural growth to occur in the form of compact, village -style development was a very strong message from the public meetings. The KCDP provides an integration mechanism as a means to avoid the current trend toward sprawling lot- density developments, disconnected subdivisions and business centers, and a general decline in the quality of life that people believe reflects the "Kona Way of Life." The overall land use strategy is to proactively implement public policy through a regional framework for growth. While respecting landowner entitlements, this framework provides additional direction so that individual planning decisions are made as part of a larger, integrated program for achieving an efficient growth pattern, optimizing investment in services and infrastructure, protecting the natural environment and cultural resources, and creating opportunities to enhance the quality of life for Kona's residents. Such a framework provides greater certainty and predictability for the community, government, and private sector, allowing all three to participate in a synchronized move towards a mutually planned future. Most of the future growth in Kona will be directed to an Urban Area (UA) defined in the Official Kona Land Use Map. The Kona Urban Area spans from the Kona International Airport to Keauhou. Within this Kona Urban Area, growth would be directed to compact villages located along proposed transit routes or to infill areas within, or adjacent to, existing development. The general locations of these villages are within the Growth Opportunity Areas (GOAs) identified during the public meetings that evolved into the Transit - Oriented Developments (TODs). Within the KCDP, Transit - Oriented Developments (TODs) are identified as development of compact, mixed -use villages which would integrate housing, The Honorable J Yoshimoto, Chairman and Members of the County Council Page 6 employment, shopping, and recreation opportunities. Villages would be designed around transit stations /stops which would reduce the need for daily trips and financially support the expanded transit system. They consist of moderate and high density housing, along with complementing public uses, jobs, retail and services. They are compact mixed -use villages, characterized by a village center within a higher- density urban core, roughly equivalent to a 5- minute walking radius (1/4 mile), surrounded by a secondary mixed use, mixed - density area with an outer boundary roughly equivalent to a 10- minute walking radius from the village center (1/2 mile). The components of a TOD include an Urban Core, a Secondary Core, and a Greenbelt. A TOD contains a higher density urban core surrounded by a lower density secondary area. There are two types of urban cores identified within the plan; Regional Centers and Neighborhood Villages. Regional centers are intended for mixed use and higher density residential, retail, commercial, employment, and /or regional one -of -a -kind facilities, such as major civic, medical, education, and entertainment facilities. Regional centers shall be designed around a Commercial Center, which is the focus for the Village and designed to encourage pedestrian activity. A greenbelt will, in turn, surround and define the outer edge of the secondary area. Neighborhood Village Core Areas are intended for predominately residential, public /civic uses, or small -scale neighborhood- oriented commercial uses. The Core's commercial uses are of a small scale and are intended to serve the needs of the Village residents. Neighborhood Village Core Areas shall be designed around a Neighborhood Center. Land uses include recreational space, small -scale public /civic uses, neighborhood oriented retail uses, and mixed -use. The proposed development is located within the Kahului — Puapua'a Neighborhood Village TOD identified on the Official Kona Land Use Map in the KCDP. The Official Kona Land Use Map approximately locates the TODs, but it does not change the existing zoning until a rezoning with an approved master plan for the TOD defines the metes and bounds of this TOD. In other words, the TODs are "floating" zones that subsequently need to be anchored by rezoning to a specific area. Within the Land Use element of the KCDP, there are identified goals, objectives, policies, and actions. Policies in the plan prescribe how each objective will be achieved. The policies that use the word "shall" are mandatory directives legally binding on County agencies. Among the most significant legally binding policies are those presented in Section 4.2 "Land Use." These policies must be implemented through land use decisions and development permits issued after the Kona CDP is adopted. The Honorable J Yoshimoto, Chairman and Members of the County Council Page 7 The legally binding policies in the Land Use section of the plan do not override or invalidate existing zoning. Such legally binding policies, however, shall be implemented with new changes of zone, time extensions on existing zoning requiring County Council action, state land use boundary amendments, and Special Management Area (SMA) permits, when applicable. The requirements of the Kona Community Development Plan have not been complied with to recommend approval of the proposed change of zone request. The Planning Department has determined that with this new change of zone, specific policies as listed below are required to be complied with by the applicant. When a landowner proposes to rezone a property located within an identified TOD area on the Official Kona Land Use Map that has not yet been established through a TOD Village Master Plan, the landowner is required to follow the steps outlined within the KCDP's Policy LU -2.4 (Transit- Oriented Development (TOD) Floating Zones Established) for submitting a Project District rezoning application. With the submittal of the Project District rezoning application, the applicant\landowner will be required to follow Policy LU -2.5 (Village Design Guidelines) for the development of a master plan for the TOD. The applicant will need to work closely with the Design Center, which is administered by the Planning Department and staffed by County employees as the Design Center reviews and approves all master plans prepared for floating zones (TODs/TNDs, Affordable Housing, Eco- Industrial) and Clustered Rural Subdivision PUDs. The minimum land area for a new community shall be 80 acres, which corresponds to the urban and secondary core, plus a density transfer area proposed in the master plan to set an urban boundary limit. If a master plan for the identified TOD has not been established, as in this case, the applicant\landowner will need to work together with the Design Center to promote coordination and collaboration among the community, government agencies, applicants, landowners, professionals, and educational institutions to establish the master plan for the TOD and prepare the Project District rezoning application. If the applicant\landowner does not want to comply with the requirements of the KCDP, another option available is to amend the KCDP to take their property out of the identified TOD area on the Official Kona Land Use Map. Based on the above discussion, the Planning Director is recommending that the Planning Commission send an unfavorable recommendation to the Hawai `i County Council primarily because of the need to establish a TOD Village Master Plan for the Kahului — Puapua'a Neighborhood Village TOD before recommending approval for any proposed rezoning that is located within the identified TOD on the Official Kona Land Use Map. The Honorable J Yoshimoto, Chairman and Members of the County Council Page 8 For your favorable consideration, we are enclosing an amendment to the State Land Use Boundary Maps for the County of Hawaii. We are also enclosing a draft bill amending Section 25 -8 -3 (North Kona Zone Map) of the County Zoning Code, the staff Background Report, the Planning Director's Recommendations, and a transcript of the hearing for your information. Sincerely, ----6/- --""' .. , , Frederic Housel, Chairman Leeward Planning Commission Ljkspartners01 lwpc Enclosures cc: Mr. Sidney Fuke JKS Partners, LP Planning Department – Kona Amy Self, Esq. Department of Water Supply Department of Public Works LEEWARD PLANNING COMMISSION COUNTY OF HAWAI`I HEARING TRANSCRIPT SEPTEMBER 30, 2010 A regularly advertised hearing on the applications of JKS PARTNERS, LP (SLU 10- 28 /REZ 10- 128) was called to order at 12:38 p.m. in the King Kamehameha's Kona Beach Hotel, Ballroom I, 75 -5660 Palani Road, Kailua -Kona, Hawai`i, with Chairman Frederic Housel presiding. COMMISSIONERS PRESENT: Frederic Housel, Brandi Beaudet, Lani Bowman, Geraldine Giffin, Wayne Iokepa and Richard Nelson ABSENT AND EXCUSED: Thomas Hickcox STAFF PRESENT: Brandon Gonzalez (Deputy Corporation Counsel), BJ Leithead Todd (Planning Director), Daryn Arai (Planning Program Manager), Jeff Darrow (Staff Planner), Maija Cottle (Staff Planner), Deanne Bugado (Planner, West Hawaii Division) and Kiran Emler (Department of Public Works) And approximately 200 people from the public in attendance. APPLICANT: JKS PARTNERS, LP (SLU 10- 28 /REZ 10 -128) Applications for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) for approximately 14.682 acres of land. The property is located adjacent to and north of Pualani Estates Subdivision and mauka of Hawai`i Belt Road, Kahului 2 North Kona, Hawai`i, TMK: 7- 5-17: 40. HOUSEL: Now, we still need to vote on Item No. 3. Do we need to do another presentation, Commissioners? It's the adjacent land and it's -. Would anyone like to hear another -? Okay. Would you like to make a motion? The first one will be the application for the State Land Use boundary amendment. GIFFIN: Mr. Chairman, I just want to ask a question. In the background report it says, for this agenda item, that we are speaking of 54 lots approximately, correct? DARROW: Correct. GIFFIN: Thank you. HOUSEL: Can we get a motion? GIFFIN: Yes. I would like to move that a favorable recommendation for the State Land Use boundary amendment for SLU 10 -28 be forwarded to the County Council. NELSON: Second. HOUSEL: Seconded by Commissioner Nelson. Any discussion? Mr. Darrow? 1 ATTACH: Bills 331 & 332 CcnTn. 1007 DARROW: Thank you, Mr. Chairman. The motion before us is to send a favorable recommendation for the State Land Use boundary amendment for JKS Partners, LP. With that, I'll take the roll call. Commissioner Giffin? GIFFIN: Aye. DARROW: Commissioner Nelson? NELSON: Aye. DARROW: Commissioner Beaudet? BEAUDET: Aye. DARROW: Commissioner Bowman? BOWMAN: Aye. DARROW: Commissioner Iokepa? IOKEPA: Aye. DARROW: And Mr. Chairman? HOUSEL: Aye. DARROW: The motion passes, six to zero. HOUSEL: Now, the second item in the application is a change of zone from Ag -5 to Single - Family Residential 7,500 square feet, RS -7.5. GIFFIN: Mr. Chairman, I would like to move that an unfavorable recommendation for the change of zone request by JKS Partners for REZ 10 -128, be forwarded to the County Council, with the recommendation and the comments, the reasons as stated by the Director. HOUSEL: Thank you. IOKEPA: Second. HOUSEL: Seconded by Commissioner Iokepa. Any discussion? Mr. Darrow. DARROW: Thank you, Mr. Chairman. The motion before us is to send an unfavorable recommendation for the change of zone request to the Hawai`i County Council. With that, I'll take the roll call. Commissioner Giffin? GIFFIN: Aye. DARROW: Commissioner Iokepa? 2 IOKEPA: Aye. DARROW: Commissioner Beaudet? BEAUDET: Aye. DARROW: Commissioner Bowman? BOWMAN: No. DARROW: Commissioner Nelson? NELSON: Aye. DARROW: And Mr. Chairman? HOUSEL: Aye. DARROW: The motion passes, five to one. FUKE: Thank you. HOUSEL: Thank you, Mr. Fuke. The discussion ended at 12:42 p.m. Respectfully submitted, Noriko Sauer, Secretary Leeward Planning Commission 3 LEEWARD PLANNING COMMISSION COUNTY OF HAWAII HEARING TRANSCRIPT SEPTEMBER 30, 2010 The following are statements from the public regarding the applications of HUALALAI PARTNERS OF KONA, LLC (SLU 10- 27/REZ 10 -127), BRIAN R. COOK DEVELOPMENT, INC. (SLU 10- 29 /REZ 10 -129), JKS PARTNERS, LP (SLU 10- 28 /REZ 10 -128) at 9:42 a.m. in the King Kamehameha's Kona Beach Hotel, Ballroom I, 75 -5660 Palani Road, Kailua -Kona, Hawai`i, with Chairman Frederic Housel presiding. COMMISSIONERS PRESENT: Frederic Housel, Brandi Beaudet, Geraldine Giffin, Wayne Iokepa, Richard Nelson and Lani Bowman (from 9:43 a.m.) ABSENT AND EXCUSED: Thomas Hickcox STAFF PRESENT: Brandon Gonzalez (Deputy Corporation Counsel), BJ Leithead Todd (Planning Director), Daryn Arai (Planning Program Manager), Jeff Darrow (Staff Planner), Maija Cottle (Staff Planner), Deanne Bugado (Planner, West Hawaii Division) and Kiran Emler (Department of Public Works) And approximately 200 people from the public in attendance. APPLICANT: HUALALAI PARTNERS OF KONA, LLC (SLU 10- 27/REZ 10 -127) Applications for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 10,000 square feet (RS -10) for approximately 14.968 acres of land. The property is located southwest of the intersection of Kahului - Hienaloli Road and Hualalai Road, north of the Sugar Cane Lane Subdivision, Kahului 2nd, North Kona, Hawaii, TMK: 7 -5 -17: 43. APPLICANT: BRIAN R. COOK DEVELOPMENT, INC. (SLU 10- 29 /REZ 10 -129) Applications for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) for approximately 14.707 acres of land. The property is located adjacent to and north of Pualani Estates Subdivision and mauka of Hawai`i Belt Road, Kahului 2 North Kona, Hawai`i, TMK: 7- 5-17: 41. APPLICANT: JKS PARTNERS, LP (SLU 10- 28 /REZ 10 -128) Applications for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) for approximately 14.682 acres of land. The property is located adjacent to and north of Pualani Estates Subdivision and mauka of Hawaii Belt Road, Kahului 2 North Kona, Hawaii, TMK: 7- 5-17: 40. HOUSEL: If you don't have the agenda, the applicant No. 2, Item No. 2, is Brian R. Cook Development, Incorporated and that's an application for a State Land Use boundary amendment and rezoning, a change of zone, and Item No. 3, the applicant is JKS Partners, LP and that is also an 1 application for a State Land Use boundary amendment and a change of zone from Ag -5 to Single - Family Residential. We are going to have the staff presentation after the public testimony. So when I call you name, please come forward and have a seat at the table. The first four will be, since we have four chairs, Cindy Coats, Lauren Burgett, and Cindy Coats is speaking — here comes Commissioner Bowman — George Error and Mark Van Pernis. I guess we have one more chair. Could Joel Cooperson please come forward? Could I ask you to use the microphone? And please raise your right hand. Do you swear or affirm to tell the truth on this matter now before the Hawaii County Planning Commission? TESTIFIERS: I do. Yes. HOUSEL: Thank you. I guess starting with, on the right -. COATS: I'll be speaking for myself, Cindy Coats, as well as Lauren Burgett. HOUSEL: Okay. Could you give your name and address, please? COATS: Cindy Coats -. HOUSEL: Please use the microphone. COATS: Cindy Coats, 75 -631 Hua Ai Street, Kailua -Kona, 96740. HOUSEL: Thank you. Which agenda item are you testifying on? COATS: Hualalai Partners of Kona, the first item on the agenda. HOUSEL: Okay, please do. COATS: Hello, my name is Cindy Coats. As a long time resident of Kailua -Kona and a homeowner in the Kona Orchards subdivision, I have seen many changes over the years, some good some bad, and more often than not these changes are accompanied by "How did that happen ?" This Commission is where that happens. This is where the fate of Kailua -Kona is decided, the direction it will take, what will happen to our open spaces, and how Kona will work for future generations. My biggest problem with the proposed rezoning of the parcels in question is simply why? Why would we take a precious parcel of Ag land, located in what many books on Hawai`i consider to be the most scenic drive in West Hawai`i, rezone it to a dense urban subdivision? There must have been a compelling reason it was zoned Ag in the first place. And as long as there are 25,000 -plus approved lots sitting empty, that haven't been developed, not to mention the hundreds and hundreds of homes on the market, as well as proposed subdivisions of at least a thousand -. (The lights went out.) HOUSEL: Here we are. Sorry about that. 2 COATS: I wanted a little drama with my testimony. Anyway, the lots haven't been developed, not to mention hundreds and hundreds of homes on the market, as well as proposed subdivisions of at least a thousand homes north of Kona, I don't see a compelling reason to change the zoning at this time. We simply do not need developers destroying what little open space we have left to make room for lots that will sit empty, bulldozing the natural habitat, displacing wildlife and forever scarring the land for some future use that may or may not happen. I'm still unclear as to how this development fits into the Kailua -Kona master plan. The area in question is in the middle of -. (The lights went out.) HOUSEL: Oops. Sorry about the interruption. VAN PERNIS: Could I ask the Planning Department to put up a map or picture, so we can refer to it in our testimony? Thank you. DARROW: How's that? VAN PERNIS: Thank you. COATS: Okay. Are we good? HOUSEL: Yeah, so please continue. COATS: The area in question is in the middle of an established Ag area where cows graze across the street from Tutu's nursery, where you have to slow down for the chickens crossing the road, where weekend rodeos are held, and every couple of days a phantom white pueo will cross your path on the way up Hualalai Road. As the Chair of the Kailua Village Design Commission, I realize the value of public testimony in these matters, and this is why I'm coming forward. I also understand that each one of these projects that's on the agenda today are contingent on each other. So that's kind of unclear to me as far as the access goes. And I didn't know until this morning when I read in West Hawai`i Today that they are also seeking to connect all of this with new access onto Hualalai Road. And anybody who has gone up Hualalai Road knows it's unimproved and can't handle a single other car. Thank you very much for your time. HOUSEL: Thank you. You can remain seated until we -. Would you like to proceed with your testimony? ERROR: I'm ready. HOUSEL: Would you state your name and address, please? ERROR: Aloha. Thank you for the opportunity to speak to you this morning. My name is George Error, and I am a resident and homeowner at Kona Orchards, which is mauka of this proposed project. Our homeowners association has submitted to your Planning Director and to each of you a letter dated September 15, indicating our opposition to this proposal. Hopefully -. HOUSEL: Could you tell me which item you are testifying on? ERROR: No. 1. 3 HOUSEL: Okay. ERROR: However, we are aware that Items 2 and 3 are similar in nature, and coincidentally have similar ownership. So in respect to your request to keep this to three minutes, I'm going to say that we are concerned about density, minute 1, minute 2 will be about density, and minute 3 will be about density. This project at 10,000 square feet, actually when you look at the detail of it, shows that 20 percent of the lots are less than that amount, ranging from 7,700 to 9,000 square feet. These lots are in contrast to all of the mauka development from this project that range from 1.5 -acre up to 3 acres. As we've said in our letter to you, this is inconsistent to have this spot zoning in this area. Density No. 2 is that this is really not a 14 -acre project; this is a 60 -acre project. We have four parcels that are involved, and they range all in, coincidentally, about 15 acres a piece. Now, maybe that's a coincidence, but the fact that they have some common ownership indicates to me that maybe they are not a coincidence. We are talking really of having 200 sites in this 60 -acre portion, bringing population of 800 to probably 1,000 people, and that is density question No. 2. The third point of density is that when the adjacent subdivision, Pualani Estates, was established, we were provided with a mauka -makai connector called Puapua'anui Road, which has helped the density of, or the congestion of the traffic along Hualalai Road immeasurably. Also, that project provided a very nice park for the residents and other amenities that this particular 60 acres fails to address. There is another issue here that they make no contribution to infrastructure. Flooding is a serious issue there. At times of the year when we have heavy rain in the Holualoa vicinity, we have heavy runoff and Hualalai Road has to be closed more than once in the time that we have lived here. So these three projects provide no reference to drainage or flood control, to the traffic adding to Hualalai Road, and to any recreation. We look to you, Commissioners, for planning, and we look to these developers for scheming, and we hope that there will be a difference. Thank you. HOUSEL: Thank you. Cindy, I'm sorry, I forgot, are you going to testify for Lauren Burgett? COATS: I am, for Lauren Burgett. HOUSEL: Okay. Please go ahead. COATS: Since Lauren Burgett is not here and cannot be sworn in, her letter that I will submit to you all, which I think she has also emailed but we just want to make sure it's on the books, just to express her concern as a Kona Orchards homeowner. HOUSEL: Would you like to summarize that letter? COATS: It's a very short letter, if I can read it. HOUSEL: Yeah, please do. COATS: Okay. "My name is Lauren Burgett DiRienzo. I am a property owner in the Kona Orchards subdivision on Hualalai Road, near the parcel proposed for rezoning and development by Hualalai Partners of Kona, LLC. I am writing to voice my concern and my opposition to both the rezoning and the proposed development, as described in the letter sent to me by Hualalai Partners of Kona, LLC. 4 "Over 40 years ago, my parents bought our property on Hualalai Road because they wanted to live away from the city and in the natural beauty of this majestic mountainside. They did not want to live in Honolulu or in Hilo, or in any other high density area. They wanted to live here, above the town of Kona and surrounded by the natural beauty of the Hualalai area. They built a house that blended in with the landscape and they left the big trees and natural landscape. "What is being proposed here runs counter to everything they loved, and I love, about Kona. This development will not blend in with the surroundings — it will destroy them. It is not an environmentally friendly development, and in fact, it is anti - environment. It will destroy the natural vegetation and, with it, important wildlife and bird habitats, and replace it with a flat landscape of asphalt, concrete, high density houses, and motor vehicles. "In the past several years, we have seen large tracts of our Hualalai mountainside scraped clean of its vegetation, flattened, and bulldozed into pads that stay vacant and unoccupied for years. Given the many other possible locations for this type of development, there is not a justifiable reason to rezone this particular tract of Ag land and place a high- density development in this location. This development will forever rob our local community of needed open space and natural habitat. This Ag land, with its ranches, old growth trees and vegetation, is symbolic of the Kona hillside and is the reason many of us have chosen to live here. "This development is not something we as a community want. It does not enhance the neighborhood. It will take away the very environment that is the reason we all love this area. Once this land is developed in this manner, another piece of the natural beauty of the Hualalai mountainside will be forever lost. Once gone, it cannot be recovered." HOUSEL: Thank you very much. COATS: And I will submit this to staff, so -. HOUSEL: Yes, please do. Thank you. If you can give that to the staff, that'll be great. Mark, would you like to proceed? VAN PERNIS: Yes. I'm Mark Van Pernis. I'm an attorney here on behalf of the Heights at Hualalai Homeowners Association. I have a little bit of a problem with the fact that the staff is not presenting its position or its information on Parcel 42, as well as Parcel 43; it's difficult to testify in response to what the, in not knowing what the recommendations or position of the staff is. So we are somewhat in the dark, and I think that's a disadvantage. HOUSEL: If you would like to testify on the first item. You will have the privilege to testify on the other items also. VAN PERNIS: Well, for expediency sake, I'll try to limit my testimony to three minutes, but I did intend to testify on both Parcels 42 and 43, first and second items — so perhaps if I can run over a little bit. HOUSEL: Okay. If you'd like to, yes, thank you. 5 VAN PERNIS: First of all, Parcels 42 and 43, that's surrounded in black, that's the A -5 and below it the RS -10 in yellow. Those are both controlled by the same — (receiving a laser pointer from staff), okay, thank you. That is Parcel 42. This is Parcel 43. Together they are approximately 30 acres. They are owned and controlled by the same entity, or same person, that person being somebody from the mainland, of course — Lee Barrett, who is doing business under Brendan Lee, LLC. So to comply with the State and County requirements, this should be, those two parcels should be submitted as a single 30 -acre application. Parcel 42 is alleging that they can take access through Parcel 43 and vice versa, so being developed jointly as one. They are seeking the same zoning. On Parcel 43, A -5, they are seeking 10,000- square foot zoning. There are no 10,000 - square foot lots anywhere in the vicinity or anywhere along Hualalai Road. Let me point out, Hualalai Road is -. Look at all the road frontage they have. Just right here where the RS -20 is, The Heights at Hualalai, with 16 lots they built a channelized intersection to Hualalai, and paid for it with 16 lots. These 30 acres have 145 or more lots; they can certainly do a channelized intersection to Hualalai as well. Now, there are no RS -10 lots anywhere along Hualalai Road, as I indicated, and the adjoining property is RS -15 and RS -20, the closest lots. To approve RS -10 is to depreciate those lots. And you have duty to the public, not to the developer, to make the areas compatible. Other testifiers talked about spot zoning 10,000- square foot lots — that's what it is when you go 10,000 up in A -5. The smaller lots are down in Pualani down below along Queen K where there is a channelized intersection and there is a double -lane signalized, public parks, roads gutter, sidewalks. This is a totally different development, and it's unfair, I think, dishonest to say that Parcel 43 has nearby small lots and then refer to Pualani. It's up in the agricultural area. Now, when Pualani and Hualalai was developed, it was required to have a through road from Kuakini and a channelized intersection up at Hualalai. There is no reason why this development shouldn't have the same thing. Although we all know, let's be honest, that this 60 -acre piece is submitted as a separate development, would require compliance with various laws and regulations, State Land Use, etc., and instead, they broke it down to less than 15 acres each, even deeded away some of A -5 to make sure it's less than 15 acres, so they can come to you and avoid the State Land Use situation; but we all know this is being developed as a single entity. They'll all be in interconnections. Also, we should point out in regards to the roads that they are saying that they are going to use. See the roads here, these roads up here, these are private roads. There has been no demonstration of any right to use these private roads — I know they say I have two minutes left, but as I said, I'm trying to cover both applications with one testimony — they don't have any rights to use those roads, and that says they should not be granted any approval until they establish what those rights are. And the fact that Parcel 43 is going to supposedly take access down through Parcel 42 into the adjoining subdivision shows that they are being developed at least as one 30 -acre parcel. I don't think it's correct for them to attach themselves to someone else's infrastructure without any contribution, particularly when those, some of the infrastructure is private. They have not demonstrated rights to it. Until they show you those demonstrated rights, I think they should be denied the application, unless they are going to have access all the way up through Hualalai as recommended by the Department of Public Works. I think this entire situation should be rejected and the applicant reapply as a 30 -acre or 60 -acre parcel. I think that the Department of Public Works' recommendations, if it's going to be, if there's going to be any kind of a rule, it must be followed. And most importantly I think that Parcel 43 needs to be 20,000- square foot lots — too late for Parcel 42, which I'm mostly testifying about — but Parcel 43 should be 20,000- square foot Lots, and should not depreciate the adjoining subdivisions, 6 the adjoining lots, with 10,000- square foot so on. As I said, there's no 10,000- square foot lots anywhere along Hualalai Road. So this is spot zoning. If I have to, I'll answer any questions. I also sent two letters. I'm informed that the set 1 is not received or not in the record, but it's attached to written testimony. And I would ask you to read the second letter. It's response to Mr. Lim's response to my letter, and it shows that Mr. Lim is making some valuable admissions in his response to my letter, which corroborates some of our positions. Thank you. HOUSEL: Thank you, Mr. Van Pernis. I'd like to ask for a short recess. The hotel is going to open up these doors. It's going to be a little noisy, so we're going to take a five- minute recess, so they can open those doors. And hopefully we have room for everybody that's standing to please sit down. VAN PERNIS: Perhaps my second letter could be reviewed during that time. HOUSEL: Actually, we're going to take a break because there's been a lot of correspondence that the Commissioners just received this morning, and so after the public testimony we will take a break to review all that. We will do that. Thank you. RECESSED The Chair called a recess at 10:02 a.m. RECONVENED The meeting reconvened at 10:22 a.m. HOUSEL: Will the Leeward Planning Commission come back to order. Sorry about the delay but, wow, we've got a big crowd here, so I'm glad we -. Still don't have enough seats, but we'll try to keep moving here and keep, hopefully not be too long. Sony about the delay. Mr. Van Pernis, have you concluded your testimony? Would you like any more -? VAN PERNIS: I would just like to say one more thing: Perhaps if the applicants, the applicant's attorney and the Planning Director lived in Kona, they would realize the damage that this high density is going to be doing in this area, and the traffic on Hualalai, the problems that it would create. Any traffic study that refers just to Kuakini, and not to substandard Hualalai, is not valid. HOUSEL: Thank you, sir. Mr. Cooperson, would you like to state your name and address, please? COOPERSON: My name is Joel Cooperson. I live at 75 -407 Puapua'anui Street and that's Heights at Hualalai. I'm the president of Heights at Hualalai, the Association. I'm a 41 -year resident of Kona. My wife and I have taught in Kona in the public schools for a total of 71 years. We feel we are members of the community. I wanted to discuss how appalled I am that the developer who owns about 30 acres -. And this is for the Hualalai Partnership; it would be Items 1 and 2. And I don't know if you can see, this is all Hualalai Road right here and they have all this frontage here and over here and that continues on, yet they're planning to come through here and down below; so in other words they are planning on doing their development without paying for any infrastructure whatsoever. With our subdivision, we've got 27 lots, we are a small subdivision, RS -20, and we've channelized Hualalai Road, we paid for the improvements along with our neighbor — Lot 22 has joined us and paid for the 7 improvements. They are dead set against having this development come through their property, dead set, and we are, too. Department of Public Works wanted them to channelize Hualalai Road and use that as an access. My understanding is that — I don't know about today, I mean I haven't gone through the paper today — but previously my understanding was that that wasn't part of their game plan. I'm going to try to keep this as short as possible. My understanding also was that they were going to be creating somewhere in the neighborhood of about 145 lots, which translates out to be about 300 cars. And as residents of Kona, I think you can understand. You can check this out: If you were to drive in bumper -to- bumper traffic 5:00 from, say, Palani Road and Queen K out to Costco, it's bumper -to- bumper coming in, you would be hard pressed to see about 300 cars. That's a lot of cars that are going to be funneling out of that area. Our contention is for them to do the right thing. I taught seventh graders for 31 years, and I've got a well defined concept of what's fair. This isn't fair. I believe that they need to, No. 1, downscale it to meet with the community's needs. I don't think 10,000 or smaller lots, 10,000- square foot, meets the community's needs; I think it meets, and not paying for infrastructure pays, I think it meets kind of a maybe a greed level but nothing that really adds to the community. My feeling is that if they want to be good neighbors, they should spend the money to do the necessary infrastructure, they should hire locally, improving the roads. And then I think we could treat them on an equal level. Mahalo. HOUSEL: Thank you, sir. You can take your seats in the audience, if they are still there. I want to remind everybody: If there is anyone who would like to testify, please sign up at the staff table here. I'd like to call the next people to come forward and testify: Virginia Tormey, Barbara -. Is that Mussey? Hussey? HUSSEY: Hussey. HOUSEL: Hussey, okay, please come forward. And Mike Matsukawa. Could you please raise your right hand? Do you swear or affirm to tell the truth now before the Planning Commission today on this matter? TESTIFIERS: I do. HOUSEL: Thank you. If you could please use the microphone. And we'll start with you. State your name and address, please. TORMEY: Aloha. My name is Virginia Tormey and I live at 75 -683 Hua'ai. That's in the Kona Orchards subdivision. I am a neighbor of George Error who spoke earlier, and I -. HOUSEL: Excuse me. Could I ask you, which item would you like to testify on? TORMEY: I'm sorry, No. 1, Hualalai Partners. HOUSEL: Okay, thank you. TORMEY: And although I don't have anything really technical to add to what's been said, I wanted to speak just to plead with you as planners to take into account the amount of opposition that is very serious in our community to this proposal. I know that today there are many people 8 here seated who are not going to speak, and there are many more who weren't able to come today. My husband is here. I know for sure I speak for him and several of our neighbors who weren't able to come today. So, I just want to lend my voice to the opposition along the vein of how we cherish our community, how we want to see Kona grow. We want to see Kona grow, but we want to see Kona grow in a really planned way — a way that preserves the nature of our communities and the spot that we all really love very dearly. And I know that this particular proposal, I believe, is not well planned, and we rely on you to make sure that something that does get built in this area is well planned. So, I thank you very much for your time. HOUSEL: Thank you. Could you please state your name and address, please? HUSSEY: Absolutely. My name is Barbara Hussey. I live at 75 -6112 Haku Mele Street in Pualani Estates. I am on the Pualani Estates Association Board, and so -. I don't see other members here, they may be here. But my issue and what I would like to speak to is about Puapua'anui. Puapua'anui currently is a freeway, up and down the street continually, and something that we have worked on for a while; speed limit is 25, most people go 45 to 50 miles an hour on Puapua'anui. I was just aghast when I was reading this morning in the paper that this is going to be one of the main roads that's going to connect all of this new development. And I'm thinking, oh my goodness, we have no speed bumps, we have no way to control the traffic that's already on the road. Some of those individuals actually don't even live in Pualani Estates. But it is indeed, and I just want to reiterate again, that it's very much a freeway already and that, I think, really, really needs to be addressed before anything happens up in the far end of Puapua'anui. Thank you so much. HOUSEL: Thank you. MATSUKAWA: My name is Mike Matsukawa. My address is 75 -5751 Kuakini Highway, Kailua- Kona. I own a property mauka on Hualalai Road, and I'm here speaking for myself. I submitted some written testimony earlier. It was late but it took me four or five days to write, so that I could crystallize my thoughts as best as I could. What you see happening right now is a reflection of why the Community Development Plan came to be in the first instance. It was an effort to gather the community thoughts and feelings about everything that's been said, where and how you locate future growth — it's not stopping growth but where do you direct growth. This is the core of the CDP ordinance Principle No. 5: "Direct future growth patterns toward compact villages ...." as defined in the CDP ordinance. Those villages capture what the people have testified here this morning, and I'm sure others have written. Somehow find the balance to create landowners' desire to develop their properties, provide housing, but at the same time in a rational manner where you have a walkable communities, open spaces preserved, address traffic impacts, all in a rational method. And so, my testimony is that I don't think the applicants have given the CDP process a chance. It's a process, you know. Other communities with dense populations on the east coast who have used the concept of Transit - Oriented Development or TND's or what we call these compact villages with a floating zone, they do encourage landowners, planners to get together and try to make it work, because it reflects the best interest of the community. What is happening with these applications, all three, which I'm speaking to, is it seems like not.much an effort has been made to really go through the process, and then to give up real quick, and go back to conventional zoning and find a way to just do it the same old way, because maybe it's too hard or too impractical to do a compact village design, because there would be fractured landowners, two, three, four parcels, not under one individual's ownership. But that's the whole collaborative process underlying Principle No. 5. Thank you. 9 HOUSEL: Thank you, Mr. Matsukawa. You can be seated. Is there anyone else who would like to testify on either Items 1, 2 or 3? Thank you very much for your testimony. As I mentioned before, there is a lot of new literature that, information that the Commissioners have received just this morning, and so I'd like to take a — what do you need, 15 minutes — to take a 15- minute break to finish reviewing all the new documentation. So I have currently 10:30, so we will restart at 10:45. Is that okay? Thank you very much. The statements from the public ended at 10:34 a.m. Respectfully submitted, Noriko Sauer, Secretary Leeward Planning Commission 10 B J KS S LUR EZ. doc -9/7/ 10 COUNTY OF HAWAII PLANNING DEPARTMENT BACKGROUND REPORT JKS PARTNERS, LP STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 10 -28) CHANGE OF ZONE APPLICATION (REZ 10 -128) JKS PARTNERS, LP has submitted applications for a State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) for approximately 14.682 acres of land. The property is located adjacent to and north of Pualani Estates Subdivision and mauka of Hawaii Belt Road, Kahului 2nd, North Kona, Hawaii, TMK: 7 -5 -17: 40. PROPOSED ACTION 1. Request: State Land Use Boundary Amendment from Agricultural to Urban and a Change of Zone from A -5a to RS -7.5 for approximately 14.682 acres of land to subdivide the property into 54 lots approximately 7,500 square feet in size. Development of the property will be consistent with the existing single - family residential subdivisions in the area. (Exhibit 1 - State Land Use Boundary Amendment and Change of Zone applications) 2. Project Schedule: Construction is proposed to commence after all development permits are secured. 3. Cost: Approximately $8 million. 4. Landowner: JKS Partners, LP. STATE AND COUNTY PLANS 5. State Land Use Designation: Agricultural. 6. GP LUPAG Map: Urban Expansion Area. 7. County Zoning: A -5a. 8. Community Development Plan: The Kona Community Development Plan (KCDP) adopted by Ordinance No. 08 131 effective September 25, 2008 identifies the property as located within the Kona Urban Area and Traditional Neighborhood Development (TND). The project is consistent with the Land Use and Transportation policies in the KCDP, as the project is considered an "infill" rezoning, and the project will provide a north -south connector road through the development. Furthermore, the project is also situated within the boundaries of the Kahului - Puapuaa Village Neighborhood TOD, which identifies the Puapuaanui Street Extension as necessary for a concurrency determination. 9. Coastal Zone Management, HRS, Chapter 205A: The entire State of Hawaii lies within the Coastal Zone Management Area. 10. Special Management Area (SMA): The Special Management Area is a part of the Coastal Zone Management Program and regulated by the County. The property is not situated within the Special Management Area. DESCRIPTION OF PROPERTY AND SURROUNDING AREA 11. Project Site: The property is an approximately 14.682 -acre vacant parcel adjacent to the Pualani Estates Subdivision to the south and mauka of the Hawai`i Belt Road (Queen Ka`ahumanu Highway) to the west (makai). The project site is heavily vegetated. 12. Surrounding Zoning/Land Uses: Surrounding properties are zoned A -la, A -5a and RS- 7.5. The Pualani Estates Subdivision is designated Urban and zoned RS -7.5. Nearby properties are vacant or in residential uses. 13. ALISH: Unclassified. 14. Land Study Bureau's Detailed Land Classification System: "E" or "Very Poor ". 15. U.S. Soil Survey: rPYD, or Punaluu extremely rocky peat, 6 to 20 percent slopes. Runoff is slow, and the erosion hazard is slight. 16. FEMA: According to the Department of Public Works, Flood Zone "AE" designated by the FIRM dated May 16, 1994 affects a small portion of the subject property along the southeastern corner. The DPW requires a drainage study to address storm water crossing Hualalai Road. 17. Flora/Fauna: No professional survey was conducted of the site. Vegetation within the project area consists of a combination of kiawe, koa haole, and other grasses, vines, weeds and shrubs. Species observed in the project area include the Zebra Dove, Spotted Dove, Common Myna, House Sparrow and House Finch. According to the applicant, there are no known rare or endangered flora or fauna on the site. 18. Archaeological/Cultural Resources: An Inventory Survey for 29.389 Acres in Kahului 2 North Kona District, Island of Hawai `i dated April 2008 was prepared by Escott, -2- Wolforth, and Wilson (Appendix B in application). Ten archaeological sites were discovered on the property. With the exception of a cave and three burials, the sites were evaluated and no further work was recommended. Cave Site #26602 was evaluated as significant and data recovery recommended for a limited portion of the cave. Burial sites 26620, 26621 and 26622 will be preserved as determined in a Burial Treatment Plan to be developed by the applicant. 19. Air Quality: The proposed project is not expected to impact long -term air quality in the area. 20. Scenic/Visual Resources: The property is situated mauka of the Hawai`i Belt Road and visible from the highway, as well as from Hualalai Road. However, the sloping topography and distance between Hualalai Road and the property would mitigate any visual impacts from Hualalai Road to the ocean. The height of the proposed structures will be no taller than 35 feet, less than the 45 feet permitted under the current A -5a zoning. From the shoreline, the project will be visible, though not distinguishable from the surrounding area. 21. Public Access: None that traverses the property. 22. Traffic: Pursuant to Section 25 -2 -46, Concurrency Requirements of the Zoning Code, a Traffic Impact Analysis Report is required of all major developments that may generate 50 or more peak hour trips, and must be prepared or updated within six months before the submission of a change of zone. The TIAR shall include projections for future traffic growth for a minimum of 5, 10 and 20 years including other approved or proposed development expected to impact the area with reasonable assumptions about the buildout of such development. The applicant has submitted a TIAR conducted by Witcher Engineering, LLP (Appendix C in the application). Traffic counts were conducted at the following intersections: • Hualalai Road/Hienaloli Road on January 28, 2010 • Hualalai Road/Puapuaanui Street on January 28, 2010 • Hualalai Road /Queen Ka`ahumanu Highway (Hawai`i Belt Road) on April 22, 2010 • Queen Ka`ahumanu Highway (Hawai`i Belt Road)/Puapuaanui Street on April 22, 2010 -3- In summary: • Queen Ka`ahumanu Highway/Puapuaanui Street (primary access) intersection - acceptable levels of service (LOS) of "A ", "B" and "C" for all traffic movements except left -turn movements; LOS for left -turn movements are "D" and "E ", with westbound left and southbound left turning movements { being "F" at 20 years for the AM peak, when the signal timing is optimized. By optimizing timing, the overall levels of service for the intersection is "A" and "B" with the exception of "C" throughout the 20 -year period. Therefore, the proposed project will have little or no effect on traffic at the intersection. • Hualalai Road/Paulehia Street (project's secondary access) intersection - will remain at an acceptable LOS of "A" until the 20 -year time frame. Currently, the LOS at this intersection is "B ". • Hualalai Road /Queen Ka`ahumanu Highway intersection - LOS "F" for traffic from Hualalai Road to the highway. Access will improve after installation of a signalized intersection. The traffic study states that the Department of Transportation has planned a signalized intersection within the next five years. The TIAR concluded that the levels of service at the intersection of a) Puapuaanui Street and the Queen Ka`ahumanu Highway, and; 2) Hualalai Road and Hienaloli Road to be "A" or "B" during the AM and PM peak hours and are thus acceptable levels of service in compliance with Concurrency Requirements for traffic impact analysis reports of the Hawai`i County Code. PUBLIC UTILITIES AND SERVICES 23. Access: The primary project access will utilize the extension of an existing County street (Hoomama Street) within the Pualani Estates Subdivision through the adjacent mauka parcel 41. The extension is eventually intended to connect to Hualalai Road and possibly serve as another mid level road. The planned road within the project site will have a right -of -way of approximately 50 feet at the beginning of the site, to increase to 60 feet at the northern end. There will be a new mauka/makai road with a 50 -foot wide right -of- way extending from the immediately adjacent mauka property (Parcel 41) and through the subject site. This new access will connect to another existing County street (Paulehia -4- Street) within the Pualani Estates Subdivision. Both Paulehia and Hoomama Streets intersect with a major collector street (Puapuaanui Street) in the Pualani Estates Subdivision. In a letter dated July 21, 2010, the applicant states that "although the subject parcel has a `pole' that extends to and provides a legal access to Hualalai Road, the applicant has no plans to utilize this `pole' once the subdivision is developed. The respective areas of the `pole' will be eventually conveyed to the proposed lots within parcel 42. As such, there will be no access to Hualalai Road." In a memo dated July 13, 2010, the DPW has stated that Hoomama Street should be extended to the northern boundary of the adjoining parcel and a mauka -makai street should be required to connect with parcels 41 and 42. DPW further recommends that Hoomama Street be constructed to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways within the proposed subdivision be constructed to dedicable standards and dedicated to the County. Hualalai Road is a County collector street with an 18 to 20 -foot wide pavement with a variable right -of -way. The DPW states: • Hualalai Road is substandard based on width, alignment and roadside hazard clearances. • In considering the existing and future needs for the Hualalai right -of -way, a 50- foot width will be adequate to serve as a collector street with paved shoulders if widening is provided where turning lanes may be needed in the future. • DPW foresees a future need for left -turn lanes on Hualalai Road at the development road. • The applicant shall dedicate additional right -of -way to the County, equal to or more than one -half the difference between the existing right -of -way and the realigned 50 -foot wide right -of -way. An additional 5 -foot wide future road widening setback easement shall be provided along the property's frontage and dedicated to the County. 24. Water: The Department of Water Supply (DWS) states that the applicant is a member of the Waiaha System, LLC, which executed a Water Development Agreement with the Water Board to secure 11 additional units of water for the development. The DWS has confirmed that the applicant has obtained a water commitment for 43 units. 25. Wastewater: According to the applicant, there is an 8 -inch sewer line at the north end of -5- Hoomama Street in the adjacent Pualani Estates Subdivision. The Department of Environmental Management states that a sewer study will be required prior to connection to the sewerline. 26. Solid Waste: Solid waste will be disposed of at the Puuanahulu landfill. 27. Essential Utilities and Services: All essential utilities are available to the project site. Kona Community Hospital is located in Kealakekua. Police and fire services are located in Kealakehe and Kailua -Kona. AGENCIES' COMMENTS 28. Department of Public Works: P. D. Exhibit 2 - July 13, 2010 memo 29. Department of Water Supply: P.D. Exhibit 3 - July 12, 2010 memo 30. Fire Department: P.D. Exhibit 4 - June 25, 2010 memo 31. Department of Environmental Management: P. D. Exhibit 5 - June 16, 2010 memo 32. DLNR Land Division: P.D. Exhibit 6 - July 10, 2010 letter and attachments 33. Department of Health: P.D. Exhibit 7 - July 9, 2010 memo AGENCIES AND ORGANIZATIONS - NO RESPONSES 34. Department of Parks and Recreation, Office of Housing and Community Development, DLNR Historic Preservation Division, Department of Transportation, Department of Education, Land Use Commission, Natural Resources Conservation Service, Kona Traffic and Safety Committee AGENCIES - NO COMMENTS 35. Police Department APPLICANT'S RESPONSE TO AGENCIES' COMMENTS 36. P.D. Exhibit 8 - letters dated July 6, 2010, July 21, 2010 and August 11, 2010 PUBLIC COMMENTS 37. None as of this writing. -6- APPLICATIONS FOR STATE LAND USE BOUNDARY AMENDMENT (Agricultural to Urban) and COUNTY REZONING (A -5a TO RS -7.5) JKS PARTNERS, LP Kahalui, 2 North Kona, Hawaii TMK: (3) 7 -5 -017: 040 Prepared For: JKS Partners, LP Prepared By: Sidney M. Fuke, Planning Consultant May 2010 Planning Dept. Exhibit / STATE LAND USE BOUNDARY AMENDMENT APPLICATION (15 ACRES OR LESS) COUNTY OF HAWAII PLANNING DEPARTMENT (Type or legibly print the requested information) PETITIONER: JKS PART • , LP PETITIONER'S SIGNATURE: , �/ DATE: AI=E May 11, 2010 ADDRESS: /828 Fort Street Mall, 4th Floor Honolulu, HI 96813 PETITIONER'S INTEREST IF NOT OWNER: TELEPHONE:(Bus. _ 521 -5661 ;, -s.) (Fax) LANDOWNER(S):•�,I�` �� /I � Principal LANDOWNER S NATURE(S): JKS PARTNERS, LP DATE: May 11, 2010 (May be by letter) ADDRESS: 828 Fort Street Mall, 4th Floor Honolulu, HI 96813 ( TAX MAP KEY_ 7 -5 -017: 040 STREET ADDRESS OF PROPERTY: Hawaii Belt Highway ZONING: A -5a SIZE OF PROPERTY: 14.682 acres CURRENT STATE LAND USE DISTRICT CLASSIFICATION: Agricultural REQUESTED STATE LAND USE DISTRICT CLASSIFICATION: Urban AGENT: Sidney Fuke ADDRESS: 100 Pauahi Street, Suite 212 Hilo, HI 96720 TELEPHONE:(Bus.) 969 -1522 (Res.) (F 969 -7996 Please indicate to whom original correspondence and copies should be sent. ORIGINAL: Sidney Fuke COPIES: James Schuler CHANGE OF ZONE APPLICATION COUNTY OF HAWAII PLANNING DEPARTMENT (Type or legibly print the requested information) APPLICANT: JKS PARTNERS, LP APPLICANT'S SIGNA / ,DATE: May 11, 2010 ADDRESS: i 828 Fort Street Mall, 4th Floor Honolulu, HI 96813 LIST APPLICANT'S INTEREST IF NOT OWNER: LIST PRINCIPAL(S) INCLUDING NAMES OF MAIN OFFICERS: PHONE:(Bus.) 521 -5661 s (Fax) LANDOWNER(S): O/' (Principal) LANDOWNER SI:: ATURE(S): S PARTNERS, LP DA'Z'E: May 11, 2010 (May be by letter) LANDOWNER(S) ADDRESS: . • 828 Fort Street Mall, 4th Floor Honolulu, HI 96813 REQUEST: A -5a TO RS -7.5 (Existing zoning) 7 -5 -017: 040 (Proposed Zoning) TAX MAP KEY: STREET ADDRESS OF PROPERTY: Hawaii Belt Highway SIZE OF PROPERTY OR AFFECTED AREA(S) TO BE REZONED: 14.682 acres AGENT: Sidney Fuke ADDRESS: 100 Pauahi Street, Suite 212 Hilo, HI 96720 TELEPHONE:(Bus.) 969 -1522 (Res.) (Fax) 969 -7996 Please indicate to whom original correspondence and copies should be sent. ORIGINAL: SidnftFnkp COPIES: James Schuler ATTACHMENT Residential Rezoning PLANNING DEPARTMENT COUNTY OF HAWAII APPLICATION FOR CHANGE OF ZONE 1, If your request is approved, do you intend to subdivide the subject land in accordance with the approved change of zone? Yes if yes, please answer the rest of question 1 and then to question 3. a. How many acres of the requested area do you intend to subdivide? All b. Into what lot sizes? 7,500sf c. if your request is approved, approximately how long after the date of approval do you expect to submit your subdivision plans to the Planning Department { for preliminary approval? 3mos d. Do you intend to build houses on the newly created lots? No if yes, please answer the following questions: on how many of those lots? At what approximate price range? House Lots Total Approximately how long, after approval of the subdivision, would the first house be available for occupancy? If you intend to subdivide, please submit a preliminary schematic subdivision plan together with your change of zone application form. 2. If you have no firm plans of subdividing the subject area, do you intend to: a. Sell or lease the land to someone who has firm plans b. Sell or lease the land to someone who has tentative plans? 0 . Sell or lease the land to someone who has no plans? d. Keep it? e. other (please state) f. If you intend to do either a, b, or c, please elaborate on the kind of plans the other party has. Please, also, include in your answer approximately how soon after approval of your rezoning do you expect to transfer the subject land to another party. 3. Do You think that your request and your further plans for the land will alleviate the local housing situation? Yes How? This project will increase the overall inventory of single- family residential lots in the area. 4. Are there any buildings on the subject area? No If so, what kind? what do you intend to do with those buildings if your request is approved? -2- Yes hto Fire P mtectnn X 9 R eceat bnalFacT'1hti s X • h. Pubk Utlites X X other Forthose checked'Ws, "phase ebborate whattjpe orkiids of proven. ents a nd,brassistance axe needed. / Signature: 828 Fort Street Mall BNL 681 Address: 9 3 Tebphone: 521-5661 ( Bate: May 11 , 2010 6337A /50A -4- COUNTY ENVIRONMENTAL REPORT APPLICATIONS FOR STATE LAND USE BOUNDARY AMENDMENT (Agricultural to Urban) and COUNTY REZONING REQUEST (A -5a to RS -7.5) JKS PARTNERS, LP KAHALUI 2 NORTH KONA, HAWAII TAX MAP KEY: (3) 7 -5 -17: 040 I. INTRODUCTION The applicant and owner, JKS Partners, LP, of the subject property identified by TMK: (3) 7 -5 -17: 040, is proposing to develop a 54 -lot single - family residential lot subdivision. As such, the applicant is requesting a State Land Use Boundary amendment covering this 14.682 -acre site and, concurrently, its rezoning from Agricultural (A -5a) to Single - family Residential (RS -7.5). It should be noted that similar applications are being filed for the adjoining property mauka or east of the subject property identified by TMK: 7 -5 -17: 041. These are two (2) different applicants and landowners who are working cooperatively to address connectivity and common infrastructure issues, particularly roadway and drainage. II. PROJECT LOCATION The subject property, consisting of 14.682 acres, is located immediately mauka or east of the Hawai' i Belt Highway, between the towns of Kailua and Keauhou in North Kona. It is situated within the land division of Kahului 2 North Kona and is identified by TMK: 7 -5 -17: 040. More specifically, the site is located adjacent to and immediately north of the Pualani Estates Subdivision. There is a self- storage facility located about Y2 mile northwest and makai of the Highway. (Figures 1 and 2) III. PROJECT DESCRIPTION A. Project Concept and Components The applicant is proposing to develop a 54 -lot market single- family residential subdivision. The average lot size of 7,500+ square feet would be somewhat consistent with the adjoining Pualani Estates Subdivision, where the Tots average 6,500+ square feet. (Figure 3) As noted earlier, there is another set of land use applications for a proposed 46 -lot subdivision located mauka or east of the subject Goog ___ 3 ad Gag Maps are yo , n i a gos lc cornlgrnni ' >� G 1 ' is ! i� „, .. C> m .,,,„....,.::.:„.„,.,.„,...„........,......i.............,.„..........,. ....„,,.....„.„......,....,,:.,..... .,,.,...,..„.....,.. ,.., t .. ad z thy' ..... ,..,..:.:,,,,„.,:::.:,,,,,.„..„:......,.,.„0„„,."..,.: , tr r - r , ..,,,.......":„.,..:,,,,...„,,,...........,,,,,. , t .: . i � � �� s 'tip? Z ■ 7 � h } . 47` v ..ulna. 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' , i- - - , -.1t - .1...\ i ....4 ,.--,,,....: ' , ..• -. 1 i k.. i _ ' • .44 .44 -, I _ _-- --4,.. •., 'II. -" • =----- k 7,.. 1 ,,, • -.4.44- 4,44 -4. -,. ,, -........,: •••• ---:>. :R" - %-, . . ‘ I -, e i _ • 65.23. .25 6, '.."' ' . , . \ \ ' --12----•• \ -, ": 1 1 11 ; .1/1 '- +g r ''''' '''''. '''' •:: "' .. --.-- 4 `N.,/ :',--''*- .7 •,,i ! -.:1 , -, J. - Z.; , gI iZ -, ='. I . ; tl. 1: - -.4 - e; -;4:■ ,/ - - 4 - ' I 1 . 4 1 - -i - I I ! --, / - 1 - - — 17-- / . \ it , , ,,,,..., -a:gr mom.201: --',.."-"' ''' 1 _ __ _ _.- ... ,. ...- :., \.- - ..-- ---' .- ----- - . ------- „----" ..--= c --- -------- ________-_- - --_,- __-,-----,---- , - , Figure —f-3 site. A proposed subdivision map depicting both of these proposed subdivisions is illustrated in Figure 3A. All roads within the proposed subdivision would be built to county dedicable standard, complete with underground utilities. There would be two future accesses to the site, both of which are from proposed subdivisions. One would be from the extension of Hoomama Street, one of the main cross streets within the Pualani Estates Subdivision. This street would eventually connect to Hualalai Road and would initially consist of a right -of -way of 50 feet, which then would be increased to 60 feet at the north end. (See Figure 3A) This road is intended to eventually function as another mid -level cross street in this area that would connect to Hualalai Road to the north and beyond, as well as Puapuaanui Street to the south. (See Figure 4) The other access would be a new 50 -foot wide right -of -way mauka /makai road from the planned subdivisions east of the subject property (TMK: 7 -5 -17: 042) (See Figure 5) The remaining streets would be constructed within 50 -foot wide rights -of -way. It should be noted that the subject site is a flag lot, with its pole fronting Hualalai Road. The intent is to have the entire property, including the pole, rezoned. The pole portion would eventually be conveyed to future lot owners that abut this pole. A new drainage channel with a right -of -way of 56 feet that meanders over the subject and adjoining property to the east (TMK: 7 -5 -17: 041) is also being planned. Passive recreational areas adjacent to this channel consisting of less than 2 acres are also being proposed. (See Figure 3A) There is a cave with burials that runs in a mauka /makai direction. This area, consisting of 1.1+ acres, will be set aside as an archaeological preserve and properly mitigated through an approved Burial Treatment and Preservation Plan. The proposed residential lot project is intended to help address the market housing needs of the community. As this will not necessarily be an affordable housing project, the applicant intends to comply with the County Affordable Housing Code. B. Project Timetable and Cost The applicant intends to secure the balance of the required permits and begin making the appropriate improvements immediately upon 2 .. e .y O r 5W a ] iii° U il e C--) o >- ae E a o> — a II o ix /---------\ �� o x a o z F Z IN �-�1 ,� ^' - 111 m 1 1 � ����/`� �' 3 C l` { y q i � � x `1.1:69' 6. x �6 : . ``-... .. - . 1 . $8I i _ � l 3 Fpp ` —Ad o.� ■� 3� n / - `O ' 0/..„:„..h R h —4g 'er I :�1 -et,_ . �_ \___------__-:-- -- 1----L-- / �! _ � �'W� tee s' : e^ iiib ' is wo........,.4j; . r . � , 3 - Roe ,, �U 1 1 / - L € C � , 4 \ 5 1 3. /_i Rp m i , � g° I --g l. q 3RIAN R. 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' 4; 3F v S - _,.1:=1 E 1 I it.,,i,izr U _ „,,,„ - - , . -,-- 4 ,_, I / j f � �� 1 � � a I f ! ' SF "ab e f ) - SPt` v � + . - f � . .., Iaa�15 ei4rned sP y � � � i ?� � ���.�� .7 :a tl WJ �/ F. i - 44i i4 YY t, 1 4,1,--g,-- / ,5 0,1,4*,'- t it "a ,, _ - - . t , ' - C 1n� � y far a I P 1 � w � I I � - � F . E .4, ,.„,,,,e.< l:.;,:` _..,” ' ,,,-, ' :,.: ,_ .,--__,1`,,-,4 ,tr■ ,f , �� SA J '`'�l � /." J . f k r .3 _� � k1 4 'till , �� �I' -. - 1� x : 1 . 4� 1 Z 1y s Er 1 95 - r F" a Sl :-r r'C s - 1'.., 5 ' i -2 -I f ,� , 3R.- n ,_-'-;.--=-4', y F fs r �.�,., 3� a c, . 'f J r 1 ; '�. it '' { Y'' ' ` t , 'L: k fi, j r;'= ,` { 9� ."'S I IM Y` w�- �, -� ,. 90 E r. —g F-1 2 / Figure 5 I �) securing all development permits. Hopefully, this can begin by the ending part of next year. The applicant estimates the cost of the proposed on -site and related improvements to be in excess of $8 million. This cost would include the new roads within the 50 -foot wide rights -of -way, the on- site drainage improvements, park improvements, and the like. IV. INSTITUTIONAL CONSIDERATIONS A. State Land Use The subject property is designated Agriculture. As such, a boundary amendment to cover the requested RS -7.5 zone is required and is being filed concurrently with the requested zone change application. B. County General Plan The County General Plan Land Use Pattern Allocation Guide (LUPAG) map designates the subject site and surrounding area Urban Expansion. This designation "Allows for mix of high density, low density, industrial and /or open designations in areas where new settlements may be desirable, but where the specific settlement pattern and mix of uses have not yet been determined. Within areas designated for development as resorts, portions of the resort area may be included in the urban expansion area." The proposed single - family residential lot subdivision would be consistent with this designation. As such, no General Plan amendment would be required to effectuate this project. C. Kona Community Development Plan (CDP) Relative to the Kona CDP, Section 15.1 of the County General Plan called for the development and eventual County Council adoption of Community Development Plans. The General Plan states that the CDP "will translate the broad General Plan statements to specific actions as they apply to specific geographical areas." The General Plan also notes that should the CDP require a General Plan amendment, it could be considered concurrent with the adoption of the CDP. However, "If there is a direct conflict between the Community Development Plan and the General Plan, the General Plan shall be controlling." Pursuant to the above, the Kona CDP was developed and adopted 3 by the County Council on September 25, 2008 under Ordinance No. 08 131. The CDP identified its vision to be "A more sustainable Kona characterized by a deep respect for the culture and the environment...." The Plan also listed eight (8) guiding principles, which are: (1) protect Kona's natural resources and culture; (2) provide connectivity and transportation choices; (3) provide housing choices; (4) provide recreation opportunities (5) direct future growth patterns toward compact villages, preserving Kona's rural, diverse, and historical character; (6) provide infrastructure and essential facilities concurrent with growth; (7) encourage a diverse and vibrant economy emphasizing agriculture and sustainable economies; and (8) promote effective governance. Relative to the Kona Land Use Map of the CDP, the proposed project falls within the "Kona Urban Area" and would thus be consistent with the CDP. In addition to being consistent with the Land Use Map, the project will: • incorporate and preserve archaeological and cultural features into the project; • participate in providing connectivity through the adjoining property to the east; • provide direct and indirect (through the County's Affordable Housing Code) housing opportunities; • provide needed infrastructure to service its project and through the fair share assessment, address regional infrastructural impacts of the project; and • provide much needed employment opportunities, particularly during the construction phase of this project. . D. County Zoning The County zoning of the requested area is Agriculture (A -5a). If the Single- family Residential (RS -7.5) request were approved, all related land use and development codes such as Subdivision approval, fire, drainage improvements and the like would be complied with by the applicant. E. Other Permitting Considerations The site is not located within the County Special Management Area (SMA). As such, no SMA Use Permit would be required. 4 However, as noted earlier, other construction- related permits would still be required. These would be of the "ministerial" variety, such as Subdivision Approval, grading permit, NPDES, UIC, and the like. V. ENVIRONMENTAL CONSIDERATIONS A. General Description The 14+ acre parcel is a flag lot and excluding its pole, generally rectangular in shape. The property is located immediately mauka or east of the Hawai'i Belt Highway and north of the Pualani Estates Subdivision. There is a drainage way (Waiaha Drainage way Split flow 2) that runs in the north /south direction, and affecting the upper or mauka ends of the subject site. Two accesses are being planned from future subdivisions. These would be from the extension of Hoomama Street, a street that will eventually connect to Hualalai Road to the north and Puapuaanui Street to the south. The other would be from a planned subdivision mauka or east of the subject property. The site is vacant of any structures. B. Climate, Soil and Topography Being on the leeward side of the island and located southwest of Hualalai volcano, the project site is generally sunny in the mornings with occasional afternoon clouds. The rainy season is usually during the summer, with wetter periods from November to January. The average annual rainfall is approximately 30 inches, with pan evaporation estimated at 55 inches per year. The mean annual temperature is approximately 75 degrees. Because the site is situated on the leeward side of the island, winds tend to be light and variable. Slight easterly winds occur during the day, while westerly or mountain winds are prevalent during the evenings. The property's elevation is approximately 350 - 450 feet above mean sea level. There is a less than 10% slope towards the makai end of the property. According to this author's interpretation of the Land Study Bureau Overall Master Productivity Rating map, this site is classified "E- 285" or Very Poor. It is of the A ' a clinker soil series. This series is characterized by properties with little or no soil material and light 5 brown to nearly black A'a. It is excessively well- drained and unsuited for machine tillability. Likewise, the soil classification found in the US Department of Agriculture - Natural Resources Conservation Service (formerly Soil Conservation Service) Soil Survey Report is of the Punalu'u series (rPYD). The Punalu'u series consists of well - drained thin organic soils over pahoehoe lava bedrock. Permeability is rapid, runoff is slow, and the erosion hazard slight. This type of soil was typically used for cattle grazing. Under the Agricultural Lands of Importance to the State of Hawaii (ALISH) classification system, it appears that the site is not classified as other "Prime," "Important," or "Unique." C. Natural Hazards 1. Drainage The Federal Flood Insurance Rate Map (FIRM) identifies approximately 95% of the subject site to be within Zone X (areas outside of 500 -year flood), and the remaining area AE (floodway). The floodway is a portion of the Waiaha Drainage way and bisects a small portion of the eastern ends of the subject property. The existing FIRM designation and its relationship to the subject and adjoining properties are found in Figure 6. In conjunction with the development of the proposed and adjoining subdivisions, the applicant collaborated with the adjoining property owner in having a preliminary drainage study and plan prepared by Lyon Associates, a copy of which is found in Appendix A. In preparation of this study, a topographic survey at 2 -foot contours was performed. The survey extended from the extension of the Hawaii Belt Road up to a little past Hualalai Road. Based on this study, the consulting engineer preliminarily concluded the following: "For development within the area, drainage improvements should be considered to help contain the flooding problem. A concrete lined open channel would be recommended to contain the flow and direct it to the highway culverts. A rectangular section would minimize the amount of land that would be necessary to convey the flow. These lined 6 r: . 41u 7-- ');',:° U 476 U ainageway Split/low Hieaalola Drainageway 30 ®,A - ro O 330 370 l p ' . £ m 340 © r5'. ' - z o 280 3 00 � © j �: m m ' -,� 280 300 0318 � DRIVE ow 3 ; m © 3 5 u w w 0 ZONE X 0 i KONPE F' 5. r a Y3 50 F \ Culvert Z 9 0 • Y i ";<-' m LOOP' '- KINI ,e mv v 9 ! 9 3g ty, 0/WE ., Q y 9 _ o 2 . Z / ° 1 h 1. m , 7 (� h- I , . - 9 9 0 I 6 Waiata Drainageway Split,Jlow No. 1 ZONE X r` • 9 0 ONE X 0 ,. ,, . I r O CO © ZONEX ps - 480 504 470 4 90492 {, k. ZONE X . , . �� �`� © ° .,,'>ti y/� 486t;: ID ZONE X � � 8 . 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MIDDLE ROAD D ZONE X ZON n' ZONE X 0 AE 1 317 os26 ZONE X 1 • al I ■ Figure 6 channels should be master planned into the development plan. A Conditional Letter of Map Revision (CLOMR) would be submitted to the County of Hawaii and FEMA showing the preliminary designs and hydraulic analysis for review." Pursuant to this study, the proposed subdivision layout for the subject and adjoining property was prepared as found in Figures 3 & 3A. The planned drainage system reflects the recommendation of the study. Furthermore, the areas immediately adjacent to the drainage way would be set aside as a passive recreation area. It should be noted that although the study suggested a lined channel, the ultimate design has not been determined at this stage. As there will be an added level of impervious surface resulting from the proposed development, there may be an issue relating to potential increased run -off. In that event, ( drywell(s) or similar type of accommodations will be implemented, subject to the review and approval of the Department of Public Works and State Department of Health via the Underground Injection Control (UIC) permit process. With the proposed on -site drainage improvements, including the culvert and related improvements noted in the drainage study as well as the submittal and acceptance of the CLOMR, all potential drainage and /or flooding issues could be reasonably addressed and mitigated. 2. Tsunami Hazard Given its elevation (350 +) and distance from the nearest shoreline (1± miles), it is located outside of the Civil Defense's Tsunami Evacuation Zone. Thus, there should be little or no threat from high waves. 3. Volcanic and Earthquake Hazards The United States Geological Survey (USGS) classifies the subject site as Lava Flow Hazard Zone 4, on a scale of ascending risk, 9 to 1. This designation applies to much of North Kona. By way of comparison, the City of Hilo falls within zone 3. There is very little that can be done to protect structures and improvements on the site from lava flows. Relative to protection of life, however, this would be achieved through 7 the evacuation routes and warning systems provided by the County Civil Defense agency. Such notices will be prominently placed within office building. The entire island of Hawaii falls within Earthquake Zone 4, according to the County Building Code. As such, all structures built on the site will have to meet with the more restrictive seismic hazard structural requirements of the Building Code. D. Fauna Resources Although there was no professional survey conducted of the faunal resources of the site, the applicant does not believe that rare or endangered faunal resources are likely to be found within or proximate to the subject site. This is due to the already developed state of the subject area and its immediate surrounding area. Nonetheless, due to the semi - developed state of this area, the faunal resources should be somewhat typical of other developed areas. One may thus find bird species such as the Spotted Dove, Japanese White -eye, House Finch, Common Myna, and the like. Domestic animals such as cats and dogs, and other animals like rats and mongoose are also common. None of these are endangered animals. As such, it is unlikely that the development of this property would cause any adverse faunal impacts. E. Flora Resources Similarly, no commissioned botanical survey was done of the subject site. Vegetation of the site consists largely of a mixture of kiawe (Prosopis pallid), koa haole (Leucaena glauca), and a variety of grass such as the Guinea. . These alien or introduced plants can also be found in similar dry, lowland, disturbed habitats in Hawaii. None of these were considered threatened or endangered by the US Fish and Wildlife Service. Thus, it can be reasonably argued that development of this area is not expected to have a significant negative impact on the botanical resources. F. Archaeological Resources An archaeological inventory survey was conducted of the requested 8 and the adjoining property (TMK: 7 -5 -017: 041) by Glenn Escott, Thomas Wolforth, and Jon Wilson. The report, dated April 2008, is found in its entirety in Appendix B. The survey of the subject and surrounding properties consisting of approximately 30 acres identified thirty (30) sites. Of these, twenty six (26) were identified as "no further work required." One (1) was recommended for data recovery, and three (3) burials within a cave were recommended for preservation with an approved Burial Treatment Plan. The archaeological sites relative to the subject site are reflected in Figure 7). The burials within the cave are recommended for preservation within the subject parcel. This area will be preserved and already noted on the preliminary site plan. Its preservation will be done pursuant to an approved Burial Treatment and Preservation Plan. G. Valued Cultural Resources The recent Hawaii State Supreme Court's "PASH" and "Ka Pa'akai 0 Ka'Aina" decisions require decision - makers to consider a project's impact to native Hawaiian gathering and fishing rights. Specifically, there must be a discussion of the cultural, historical, and natural resources and associated traditional and customary practices of this site and the impact of this project to these resources and practices. In this situation, the subject site is not adjacent and /or proximate to the shoreline. As such, fishing and coastal access is not an issue. Furthermore, as noted in the floral and faunal analysis, there are no known rare or endangered plants or animal life. Since owning the site for over 5 years now, the applicant has not observed any native Hawaiians gathering plants within or proximate to the subject site. As such, it would appear very unlikely that the site would serve such purpose today and /or in the recent past. Nonetheless, if legitimate claims are made, the applicant will make the appropriate access accommodations. Furthermore, depending on the requirements of the burial treatment and preservation plans, accommodations to lineal descendants to these burials will be provided. In the event inadvertent discoveries are made, however, appropriate protocols will be taken. These include stopping work 9 KEY 1 • I —SITE TAG LOCATION wi,RE V"CE "661 ` . 26619 :. - -- - -srf 26608 PERIMETER 26617 ;. 26614 ' • • 26618 26615 ,.. V, BRIAN R. COO `, a • •2661 .DEVELOPME T r T S -37 t .. 26611 , r.. = 3 26613 ► �' • • 26606 26610 ,, w �` 26607 ,% w 26609 .o d R. 26608 1 _ �' • N ' o, , \ • TS -22 ^___ .,.. " ■ z °' , \ i / 2 6605 - � h ���26602. TS —t2 01 RO I 43' -.tip , � Alj\ 1 - ! ; a. . 1� Z � • � .. � , 26599 \ ' W . X ' I I I • 26601 26597 26596 • ,+ • 26600 • 26595 ,• ■ 26598 JKS • PARTNERS, L''; ,• ,,,x••'' • 7. 65 '' N 0 20 40 60 tai Figure 7: Project Area Site Location Map. Figure 7 and making contacts and determining appropriate courses of action with the State Historic Preservation Division. Based on the above, it does not appear that the project would have any potential adverse impacts relating to native Hawaiian cultural and historical resources and /or practices. H. Water and Coastal Resources The subject site is located over a mile from the coastline. As such, coastal impacts resulting from discharge of drainage systems from the site should not be significant. Being a non - coastal property, no coastal access will be affected. The proposed development will connect to the County's sewer line. There is a line that services the Pualani Estates Subdivision, and this line will be extended to service the proposed project. Thus, this should further reduce potential adverse groundwater or nearshore water impacts resulting from this project. Further as noted earlier, prior to the installation or use of any drywells on the site to address on -site drainage concerns, the appropriate UIC permit from the State will be taken. At that time, impacts to water and coastal resources will be carefully examined. Noise, Air Quality, and Dust The existing background ambient noise level in this area is wind, foliage, birds, and the like. However, the significant manmade noise is influenced by the traffic associated along both the Kuakini Highway and the extension of the Queen Ka'ahumanu Highway (Hawaii Belt Road). With the traffic, the noise level is relatively high, averaging more than 55 Ldn. To mitigate this noise to the project, the applicant may install appropriate landscaping along that portion of the property that is nearest the Highway. There will also be short-term noise impacts during the construction phase. To mitigate this impact, the development of this project — particularly the site work - will be limited to daylight hours and on weekdays. Contractors will also be required to comply with established State Department of Health guidelines and standards relating to noise and emission controls. The proposed development should not generate any direct air quality impacts. As the project itself is not expected to have uses to that generate adverse air pollutants, the only discernible air quality impact would be associated with vehicular traffic to and from the site. While the added traffic will have an impact to the ambient air quality, the impact should not be significant. This is due in part to the higher EPA standards for vehicular air emissions and the prevailing tradewinds. As such, with the exception of minimal construction dust during the construction phase of this project, long term dust generated by the project should be insignificant. J. Scenic and Visual Considerations In the Natural Beauty element of the General Plan, there are sites or areas listed as scenic resources. The subject site is not listed as a scenic site. However, the views of the coast and Hualalai Mountain are indirectly referenced. From a viewplane perspective, the subject site is situated mauka of the Hawaii Belt Road and thus somewhat visible from that Road. At that time, it is also visible from sections of Hualalai Road. As such, any development of the site will generate some measure of visual impact. However, there are some mitigating factors. For one, from Hualalai Road looking makai, the coastal view stretches beyond this site. Additionally, the sloping topography and the distance between Hualalai Road to the subject site would further lend themselves to mitigating any visual impacts from Hualalai Road to the ocean. Similarly, the views of Hualalai Mountain would not be adversely impacted from the Hawaii Belt Road, as the site does not directly front the Road. Furthermore, the views of Hualalai are more at a distance rather than up close. Notwithstanding those circumstances, the height of the proposed structures will be no taller than 35 feet, the maximum allowed within the single - family residential zone. This would be less than the maximum height limit under the existing Agricultural 5 -acre zoning of 45 feet. As such, while the structures will be visible, their visual impact should not be overly pronounced. VI. SOCIAL AND RELATED CONSIDERATIONS A. Surrounding Land Uses 11 The surrounding land uses in this area are a mixture of low to moderately dense residential, agricultural, and commercial uses. There are residential subdivisions located generally makai and mauka of the Kuakini Highway. These include Kahakai Estates subdivision and al condominium project north of the subject area and makai of the Hawaii Belt Road. On the south side of the subject property, there is the 384 -lot Pualani Estates residential subdivision. The adjoining property to the east was recently rezoned single - family residential. There is a small commercial office complex generally northwest of the subject site. On a separate parcel and in the vicinity, there is a self- storage facility. Other entitled land uses include a proposed commercial shopping complex and rental housing project located directly across of the Pualani Estates subdivision. Also planned is a charter elementary school north of the subject parcel. There are also limited cattle grazing and agricultural uses generally east of the subject site. The requested zoning would be consistent with the evolving mixture of commercial and residential land use pattern in this area. B. Economic Impacts The requested zoning would have some measure of economic impact, as it would provide short-term employment opportunities for those in the construction and related industries. The nature of this project (house Tots) does not have any direct long -term economic impact. However, it does have an indirect impact by providing the needed social infrastructure — housing - to support developments in West Hawaii. In a sense, this type of project would be analogous to a school, which supports the needs of a community. A single - family residential zoning would also increase the tax revenues to the County, as opposed to the current agricultural zoning. However, there could be some real property tax consequences for the agriculturally- zoned properties proximate to this area. As the assessed valuation of the subject property rises due to the higher residential use, there could be some fallout to neighboring properties. However, a landowner who is intent on keeping his or her property for agricultural uses would have the option of dedicating its land for agricultural uses. 12 C. Agricultural Impacts The subject site has not been used for commercial agricultural purposes for over 25 years. With the exception of the limited agricultural and cattle grazing activity generally east of the subject site, the surrounding areas consist of a mixture of commercial and residential uses. Further, the soil classification system of the Land Study Bureau designates the site as Class E or "Very Poor ". While it does have agricultural potential, it is not unique from an agricultural resource perspective. Thus, its removal from potential agricultural use should not compromise the agricultural objectives of the County. Given the above, the agricultural impacts resulting from this rezoning should be negligible, if at all. VII. INFRASTRUCTURE CONSIDERATIONS A. Road and Traffic The subject site will utilize the planned extension of an existing County street (Hoomama Street) within the Pualani Estates Subdivision. Hoomama Street has a right -of -way of 50 feet. As it is eventually intended to connect to Hualalai Road and possibly serve as another "mid - level" road (See Figure 3A), the planned road within the adjoining property will reflect a right -of -way of 50 feet at the beginning of the site, which will be increased to 60 feet at the northern end. There will be a new mauka /makai road with a 50 -foot wide right -of- way that will extend from the proposed developments east of the subject site to the subject site. This new access will come off of another existing County street (Paulihia Street) within the Pualani Estates Subdivision. Both Paulihia and Hoomama Streets intersect with a major collector street called Puapuaanui Street. This Street has a right -of -way of 60 feet and intersects with the signalized Hawaii Belt Road and unsignalized Hualalai Road. A traffic impact analysis report ( "TIAR ") was prepared for this project by Witcher Engineering and is found in its entirety in Appendix C. The TIAR assumed the project would be completed within a 5 to 20 year period. It also assumed that for the most part the vast majority of the traffic movements from this project would go 13 south onto Hoomama Street and continue makai on Puapuaanui Street. The Hualalai access will probably be quite minimal and used only as an alternate access. Based on those assumptions, the TIAR made the following findings: • the intersection of the project's primary access (Puapuaanui Street and the Hawaii Belt Highway) would operate at Level of Service ( "LOS ") "A ", "B ", and "C" for all movements except the left -turn movement. The left -turn movement would operate at LOS "D" and "E" at 20 years. With optimization of the traffic signal lights, however, the LOS would be "A ", B ", or "C ". The report concluded that the development of the subject parcel "will have little or no effect on traffic at the Puapuaanui Street/QKH intersection." • the intersection of Hualalai Road and Pauhelia Street "will remain at an acceptable level of service of "A" for all traffic movements until the 20 -year time frame." At that time, the LOS will drop to "B ". The report went on to conclude that the levels of service at the studied intersections will operate at acceptable levels of service, and thus "in compliance with the Concurrency Requirements for traffic impact analysis reports of the Hawaii County Code Section 25- 2 -46." B. Water Water will be secured from the extension of the County water line that is currently within Hoomama Street. Water commitments for up to 43 units of water have been secured from the County Department of Water Supply through the applicant's participation in the South Waiaha Water System Agreement. The applicant is a member of Waiaha System, LLC which had an agreement executed on November 6, 2007 with the Board of Water Supply for the construction of the South Waiaha Water System. Selected excerpts of the operating agreement for the Waiaha System, LLC are found in Appendix D. The Waiaha Water System will include the development of a new water well, transmission lines, and reservoirs. With the completion of these improvements, water can be readily made available to the subject property. 14 The applicant will still need an additional eleven (11) water commitments for its proposed 54 -unit subdivision. The applicant is now is the process of securing these additional commitments from the Waiaha System, LLC. C. Wastewater There is an existing 8 -inch sewer line that ends at the north end of Hoomama Street. This line will be extended to service the project through the adjoining planned subdivision to its east. D. Solid Waste Solid waste will be handled by commercial haulers who will dispose of the refuse at the county landfill at Pu'uanahulu. During the course of preparing the land for this project, the applicant intends to retain as much of the material on the property. This should thus minimize disposal at approved disposal sites. This and other waste reduction methods will be reflected in the required solid waste management plan to help address this situation. E. Other Government Services As this area is already part of an urban area, it already has access to a number of services. All of the required police, fire, and related services are available. Police protective services are provided from the stations at Kealakehe located less than 3 miles from the site and Captain Cook in South Kona. Within 5 miles from the site, there are 3 fire stations. These would be at Kailua -Kona, Kealakehe, and Pu'uloa. There is also another station at Captain Cook. Emergency medical and paramedical services are also provided from these stations. The Kona Community Hospital at Kealakekua is located approximately 7 miles from the site and is managed by the West Hawaii Regional Board of the State Health System Corporation. This facility is one of 5 licensed hospitals on the island. This residential project is intended to address the housing needs of the community. As such, while it is not necessarily growth inducing, it will have school -aged occupants. In that regard, it is noted that the site is proximate to the Kealakehe (K -12) School complex. There is also the Kahakai Elementary School located 15 within two miles of the subject side and the planned Innovations public charter school within 3/ mile of the subject site. There is also a public park within the Pualani Estates Subdivision; there are also public parks within a 3 -mile radius. Additionally, the applicant intends to have about a 1.25 -acre of passive park area within the project that would also serve as a drainageway. Given the project location, no extension of government services would be required. Further, the existing facilities should be sufficient to accommodate the demand expected from this project F. Other Utilities All other utilities such as telephone and electrical services are available to the site. VIII. IMPACT SIGNIFICANCE ANALYSIS A. Relationship Between Local Short -Term Uses of Environment and Maintenance and Enhancement of Long -Term Productivity The short -term use of the site would probably be the same as the current use, which is open space. This will continue until the full improvements are made, which will hopefully be before the middle to ending part of next year. This roject should not result in any significantly adverse short or p J Y g Y long -term impacts that cannot be properly mitigated. There will be direct and indirect economic benefits resulting from the construction and implementation of this project. There will be construction jobs created in the short-term. By providing additional house lots in the area, this project will have an indirect long -term benefit to the island's economy. Relatedly, the project will generate increased tax revenues that can supplement the State and County's fiscal resources. This project will provide market house lots in an area that would be proximate to places of employment and shopping. The required physical infrastructure will be implemented by the applicant to mitigate potential impacts of this project. B. Irreversible and Irretrievable Commitment of Resources The area of the requested rezoning has somewhat been disturbed and proximity to urban areas. As such, the commitment of natural 16 or other resources (such as botanical and avifauna!) would not appear to be significant. However, there are known burials and /or archaeological sites that are being recommended for preservation on the subject site. These will be preserved. Additionally, in the event there are inadvertent finds, they will be treated pursuant to acceptable protocols and policies of the State. These include immediate stoppage of construction activity, consultation with the State Historic Preservation Division, and implementation of the agreed upon mitigation before commencement of further work within the affected area. C. Mitigative Measures The applicant intends to provide any required off and on -site infrastructure in conjunction with the development of this project. These will include on -site drainage system, landscaping, water, and wastewater improvements. All of these will be done in conjunction with the permitting and permit implementation phases of this project. Relative to archaeological features, as noted earlier, the cave and all identified burials will be preserved. Furthermore, if any inadvertent discoveries are made during any of the construction or development phases of this project, the State Historic Preservation Division and the Planning Department will be notified and appropriate mitigation will be taken before work is resumed. Landscaping will also be incorporated within the project site, as well as along selected boundaries. The landscaping would be consistent with the Planning Department's landscaping rules. D. Alternatives to the Proposed Project 1. No Project Under the status quo alternative, the site would remain in its present vacant, cleared use. Under this scenario, the site would not be utilized to its highest and best use, as envisioned by the General Plan and Kona Community Development Plan. 17 2. Development Based on Existing A -5a Zoning Under this alternative, the area of the requested zoning may still not be utilized agriculturally, given its current condition. The site would probably be subdivided into 2 large lots. 3. Alternative Rezoning Another option could be to utilize this site for multiple - family or commercial uses. While that would still be consistent with the General LUPAG's map Urban Expansion designation, commercial uses within a growing residential area and the traffic pattern may not be appropriate. Additionally, given the existing single - family residential pattern in this area, multiple family (unless of a less density) may not be appropriate. 4. Evaluation of Alternatives Leaving the property in its current state would not maximize the use of the land. The land could be subdivided into 2 large lots, but its agricultural uses would be minimal. There would also be diminished tax revenues and less public benefit in the way of creating more house lots. While alternative residential densities — such as multiple - family and /or lower density single - family residential subdivision - are possible, the multiple family density would be incongruous with the surrounding single - family residential pattern. Then, too, the low density residential use would reduce the inventory of house lots. In that regard, the project in totality would be consistent with the land use objectives sought to be accomplished by the County General Plan LUPAG map and the Kona Community Development Plan. In view of the aforementioned, it would appear that none of the alternatives would be more prudent and beneficial than the requested RS -7.5 zoning alternative. IX. REGULATORY ANALYSIS - County and State Land Use Policies A. General Plan LUPAG Map 18 The General Plan provides for the long -range comprehensive development of the island of Hawaii. It provides direction for balanced growth in the County. The LUPAG map designates the site Urban Expansion, a designation that allows the requested RS -7.5 zoning. Accordingly, this request would be consistent with the LUPAG map. B. General Plan Policies The requested zoning would be consistent with the goals, policies, and standards of the General Plan document. For one, it may provide limited short -term economic opportunities largely through the construction of any improvements required for the residential development. Relatedly, longer -term opportunities could be created largely in the form of maintenance of the park and landscaping within the project and the creation of a stable community. In so doing, the resultant project should add sustained revenues to the County and State coffers. The project intends to be energy conscious through the use and /or encouragement of solar energy and design features to take advantage of wind patterns. Maintaining and improving the quality of the environment is important to the success of this project. The General Plan identifies five (5) areas of environmental concerns - air pollution, water quality, soil pollution, solid waste disposal, and noise pollution. As proposed, the project would not be violative of any of those objectives. Aside from vehicular transmission, air pollution associated with the project should be negligible. All wastewater systems would be disposed off in the County's system. This should be sufficient to address any potential groundwater or coastal water impacts. If required, a solid waste management plan could be prepared and implemented. Being a residential project, it should not be a noisy one. Any noise - generating facility - such as air conditioners - would be carefully placed to minimize their noise impacts to adjoining properties. The project area is for the most part outside of any floodway. Within the AE designated area, however, appropriate mitigation will be taken, including the construction of a channel. This system as 19 well as other drainage mitigation measures will be taken to assure the protection of the property and the residents, as well as to minimize the volume of surface runoff generated by this development. The site does have some archaeological sites. The burials will be preserved, and other mitigative measures will be taken. Furthermore, work will cease if unanticipated archaeological remains are discovered while continuing its farming operations. Work will resume only after proper clearances from the State and /or County have been received. Being partially disturbed and within an urban environment, the prospects of the site serving as a habitat for rare or endangered plant or animal life appear remote. As this is a residential project, it will directly fulfill the objectives of the housing element. Specifically, these include goals, among others, which • Attain a diversity of socio- economic housing mix throughout the different parts of the County • Maintain a housing supply which allows a variety of choice • Improve and maintain the quality and affordability of the existing housing stock • Seek sufficient production of 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 The Plan also emphasizes that developments be mindful of an area's natural beauty. In this situation, the project will be developed in a manner where it blends with the existing terrain and enhances the natural environment through the introduction of landscaping. Although the project site is located over a mile from the ocean, it is also separated by other developments from the ocean. As such, some of the usual coastal resources concern would not be pronounced. There will be no interference with shoreline access. Then, too, by hooking up into the County's wastewater system, impacts to the coastal water should be minimized. There will be little impact to public facilities. The roadway, water, 20 and related system within the project site will be developed by the applicant. Schools and other public facilities are also located proximate to the site, most of them being Tess than 5 miles away. The applicant will also construct its own passive park and will contribute to the County's fair share system to address regional impacts. Finally, in terms of the Land Use element, the pertinent goals, policies, and standards of the General Plan note the following: • Designate and allocate land uses in appropriate proportions and mix and in keeping with the social, cultural and physical environments of the County • The County shall 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 • The county shall encourage the development and maintenance of communities meeting the needs of its residents in balance with the physical and social environment In view of the foregoing goals and policies, it is noted that the requested zoning would be consistent with the Urban Expansion designation of the LUPAG map. It would also be compatible with the surrounding area. There are a number of single - family residential zonings in this area. The soil of the site is classified "E" or very poor. While it does have some measure of agricultural potential, as evidenced by the existing vegetation on the site, the site does not have resource that is deemed to be critical from an agricultural perspective. Furthermore, this area is bounded by urban uses. The property has no severe topographic or geologic problems that would render the land unusable for the proposed subdivision and activity. In view of the foregoing goals and policies, it is noted that the requested zoning would be consistent with the Urban Expansion designation of the LUPAG map. It would also be generally 21 compatible with the surrounding area. There are single - family residential and multiple - family residential zonings within ' /4 mile from the subject site. A proposed shopping center is to be located southwest of the subject site, while there is an existing smaller office complex located along Kuakini Highway Tess than 1 /4 mile from the site. The soil of the site is classified "E" or very poor. While it does have some measure of agricultural potential, as evidenced by the existing vegetation on the site, the site does not have resource that is deemed to be critical from an agricultural perspective. Furthermore, this area is generally bounded by urban and urbanizing uses. The property has no severe topographic or geologic problems that would render the land unusable for the proposed subdivision and activity. C. Kona Community Development Plan ( As noted in Chapter IV -C of this report, the site is situated within the Kona Urban Area. Growth is suggested to be directed to these "Growth Opportunity Areas ", which have been also referred to as "Transit Oriented Areas ( "TODs "). These growth areas are areas that fall along existing and proposed transportation routes as well as areas that represent "in- filling." The subject site is located adjacent to the Kahului - Puapuaa Village Neighborhood TOD and is also designated for Urban uses on the Official Land Use Map of the Kona CDP. The CDP also identified its vision to be "A more sustainable Kona characterized by a deep respect for the culture and the environment...." The Plan also listed eight (8) guiding principles, which are: (1) protect Kona's natural resources and culture; (2) provide connectivity and transportation choices; (3) provide housing choices; (4) provide recreation opportunities (5) direct future growth patterns toward compact villages, preserving Kona's rural, diverse, and historical character; (6) provide infrastructure and essential facilities concurrent with growth; (7) encourage a diverse and vibrant economy emphasizing agriculture and sustainable economies; and (8) promote effective governance. 22 In addition to the land use aspects described earlier — i.e., conformity to the Kona Urban Area, relative to the above guiding principles, the project will: • incorporate and preserve archaeological and cultural features into the project; • provide for connectivity; • provide direct and indirect (through the County's Affordable Housing Code) housing opportunities; • provide needed infrastructure to service its project and through the fair share assessment, address regional infrastructural impacts of the project; and • provide much needed employment opportunities, particularly during the construction phase of this project. . D. Zoning If the request were approved, the site would be developed into a single - family residential subdivision. All improvements would be developed consistent with the Subdivision Code. No variances from the Code are anticipated. E. Hawaii State Plan Chapter 226, Hawaii Revised Statutes, outlines the long -range goals and policies of the Hawaii State Plan. Said Plan is intended to serve as a guide for the growth and future long -range development of the State. Pursuant to said requirement, a discussion of the pertinent policies and goals and the project's relationship follows: Goals • 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 • A desired physical environment characterized by beauty, cleanliness, quiet, stable and natural systems, and uniqueness that enhances the mental and physical well -being of the people • Physical, social and economic well -being for individuals and families that nourishes a sense of community responsibility and caring of participation in family life. 23 Discussion The proposed project would achieve these goals. It would provide both direct and indirect employment opportunities for current and future residents of the island; contribute to the island's overall tax base and hence, increase both State and County revenues; and complement and support other economic uses and in turn, contribute to the stability, diversity, and growth of local and regional economies. This short -term employment opportunity would come without adversely affecting the environment. There is no known wildlife or plant life listed as either endangered or threatened on the subject site. Then, too, the burials within the subject site will be preserved in accordance with an approved burial treatment and preservation plan. Any other inadvertent finds will be addressed pursuant to the requirements of the State DLNR -HPD. Impacts to the surrounding areas would also not be significantly adverse. All required infrastructures will be in place by the applicant. These include new roadways from the future extension of Hoomama Street, drainage channel improvements, and the concomitant extension of the wastewater and water systems. Furthermore, the provision and /or retention of natural landscaped buffers around the perimeter of and selected portions within the project site would also help mitigate any adverse visual and noise impacts to existing and potential neighboring residential or agricultural properties. F. Hawaii Coastal Zone Management Program The objectives of the Hawaii Coastal Zone Management (CZM) Program are outlined in Chapter 205a, Hawaii Revised Statutes. The principal goal is to assure the protection and maintenance of the State's coastal resources. Although the entire State falls within the CZM area, the permitting process is geared for those areas proximate to the coast and identified by the County as the Special Management Area. Nonetheless, a general review of a project's consistency to the CZM policies - regardless of its location - must still be made. In that regard, please note the following: • The proposed project will not have any substantial adverse environmental or ecological effect. (Please refer to discussions 24 in Chapters V, VI, and VII). Any effect that may result will be minimized to the extent practicable and will be clearly outweighed by public interest. • The proposed development would be consistent with the objectives of the CZM program. Specifically: • there would be no impact to the area's recreational resources. This is not a shoreline property; • the site does have historical resources (burials) that require preservation. This will be done via an approved burial treatment and preservation plan. Furthermore, any inadvertent finds will be addressed pursuant to the requirements of the State DLNR -HPD. • the project will not affect any scenic and open space resources; • the coastal ecosystem will not be impacted; • the project will help stabilize employment opportunities by providing additional market house Tots, and hence furthering the economic uses of the site; • the site is more than a mile from the shoreline, and thus there would be no coastal hazard or beach erosion or marine resource impacts; and • public participation will be achieved through the hearings on this request as well as notification through the posting of a sign and notices to surrounding property owners. • The proposed development is consistent with the County General Plan, Kona Community Development Plan, and other appropriate regulatory tools, such as the Zoning Code. G. State Land Use Urban Standards As the requested area covers less than fifteen (15) acres, the County can process the request. Pursuant to the Planning Commission Rule No. 13, the request must meet certain standards. These standards and their justification follow: 1. Conformity to the General Plan 25 The project's relationship and conformity are demonstrated in sections IX A and B above. 2. Relationship to State Land Use Urban District Standards The State Land Use Commission's Rules provide the standards for determining the Urban district boundaries (Section 15- 15 -18). Their relationships to this request are noted as follows: a. "City- Like" Characteristics A concentration of people, structures, streets, and rural /urban level of services characterize this area. { There are residences in this area; an existing and planned neighborhood commercial center and an existing self- storage facility proximate to the subject site. b. Factors of Urban Characteristics The site is proximate to centers of trading and employment. It is within an area where there are existing and planned commercial and residential uses. It is also adjacent to a major residential subdivision. { All of the related urban amenities and services such as school, parks, and protective services are also located Tess than three (3) miles from the site. As such, basic governmental and utility services are readily available to this area. This reclassification will not necessarily result in providing a sufficient urban reserve area for growth, as the applicant intends to develop the property immediately. Further, the site represents more of an "in- filling" and as such, would not really be suitable for a growth reserve area. Nonetheless, its approval and development could make fringe properties more suitable for reserves. c. Natural Hazards Topographically, the site is suitable for development. It does not have slopes in excess of 20 degrees. The 26 site has no known unstable soil condition. Although there is a floodway within portions of the site, a new drainage channel and other related drainage improvements will be made of this area to minimize impact to the proposed area of development. It is outside of the tsunami zone and is not located within the high volcanic hazard area. It is located within Zone 4, comparable to other parts of North Kona. Although within the highest seismic zone (Zone 4), all improvements will be designed to meet with the prevailing building code. The applicable code is predicated on zone 4. d. Contiguous to Urban Areas The site is contiguous to urban areas on two sides (east and south). There are also a mini storage to the northwest and a commercial complex to the northwest; there is also a planned commercial and residential project adjacent to and west of the Hawaii Belt Highway. e. Relationship to County Growth Plans This site does not represent the creation of a new urban concentration, as the surrounding area is already an urban -like environment. The subject site is designated on the General Plan LUPAG map for Urban Expansion uses. The requested Single- family Residential (RS -7.5) zone is thus consistent with the General Plan. The project is also consistent with the Kona Community Development plan, as this site represents not only an "in- fill" but within the "TOD" area. f. "Scatterization" Impact As the site does conform to the standards described earlier, this standard really does not apply. This applies to a situation where an amendment creates a potential "spot" zoning and thereby increasing the need to extend public services at considerable taxpayers' expense. In this situation, the general area 27 is already urban in character, and the subject site is contiguous to this developing area. Its development should thus not result in the expansion or extension of government services. g. Slope of Property There is a benign slope running in a mauka/makai direction. However, the difference — with the exception of the floodway near the bottom and northeast portion of the site — is less than 10 percent. The slope would not render the site undevelopable or pose an extraordinary development risk. Accordingly, the development of this site would not be violative of the "more than 20% slope" standard. 28 UPPER WAIAHA DRAINAGEWAY FLOOD STUDY TMK: (3) 7 -5 -17: 3, 4, 8, 30, 31 & 33 NORTH KONA, HI Prepared For: Brian Cook & Dan Bolton Prepared By: LYIDN ASSOCIATES 841 Bishop Street, Suite 2006 Honolulu, HI 96813 September 2005 APPENDIX A • Table of Contents Introduction Existing Conditions Current Conditions Conclusion Appendix A. FIRM panel Appendix B. Flood Insurance Study Data Appendix C. Soil Conservation Service Data Appendix D. HEC -RAS Hydraulic Data Appendix E. HEC -RAS Cross Section Data Appendix F. 100 -year Flood Map I - 1 Introduction This report is provided to Brian Cook and Dan Bolton in a review of the Federal Emergency Management Agency (FEMA) 100 year flood delineation that exists within the properties of interest (TMKs 7 -5 -17: 3, 4, 8, 30, 31 & 33). A topographic survey of the study area that was provided is used as the basis for revised topography of this study. The study analyzes the Waiaha Drainageway - above Queen Kaahumanu Highway. , ' . ' ' s a� ' rx _ �' R�� � � � `s :-'7 & ! `,� Z a � 4 . 1 '? � 9 l� ,, _ s . 4' A Y ' J, _ r yr , . J .� a ' i ' .. sn '" t c f s w '� { .uj y1 �r-- 2 it Z 1-';',-.', - r ,. S% .. Figure 1. Arial Photo showing the study area. 2 Existing Conditions The current flood limits are defined as zone AE according to FEMA Flood Insurance Rate Map (FIRM) panel number 155166 713 revision D dated May 16, 1994. FIRM panel is attached for reference in Appendix A. This flood delineation is based on the Flood Insurance Study (FIS) for Hawaii County, HI. The FIS is updated regularly by FEMA, with the current version dated April 2, 2004. The FIS gives the hydrologic and hydraulic 'properties of the Waiaha Drainageway and its splitflows. Flood Profiles are provided giving the baseflood elevations and cross section locations. The relevant existing Flood Profiles and Floodway Data for the study site are included in Appendix B. The FIS is based on the United States Department of Agriculture, Soil Conservation Service report entitled "North Kona Flood Plain Management TM Study," dated December 1984. This study used the TR -20 model to determine the peak runoff rates for the 10, 50, 100, and 500 -year flood across various basins in the Kona region. These flow rates were then modeled through the main drainage channels to determine the limits of flooding. The maps used in the original analysis were contour maps derived from the Department of Public Works from aerial photographs taken in 1972 and 1973. Using these maps, cross sections were determined and used to model the hydraulic flow through the Army Corps of Engineers, Hydraulic Engineering Center program p 9� Y g� g ram HEC -2. The p g original HEC -2 hydraulic analysis was obtained from FEMA, except for Waiaha Splitflow No. 2 above Queen Kaahumanu Highway. FEMA cannot find this original model. These maps, flow rates, flood plains, and cross sections are included in Appendix C. Current Conditions This report summarizes the analysis of the Waiaha Drainageway given its current topography. Since the original analysis was completed using non - surveyed, aerial contour maps that are over 30 years old, it is to be expected that the current topography is different. The topographic survey provided by Erik Lange was mapped at two -foot contour intervals. Four culverts were identified in the 3 survey. The approximate limits of the survey provided extends from Queen Kaahumanu Highway up the hillside past Hualalai to cross section "Q" of the Waiaha Drainageway. To analyze the 100 -year flood limits, the FEMA determined flow rates were used. In addition, the upstream limit near cross section "Q" was assumed. This is typical for Letter Of Map. Revision (LOMR) requests in which existing upstream and downstream flood limits need to be matched. The survey was analyzed for potential channels and general flow patterns to determine the direction of flow. The alignments of the channels were mapped and cross sections were created. The Army Corps of Engineers, River Analysis System program HEC -RAS, was used to model the flow. HEC -RAS is the current program that FEMA uses to determine flood limits. The program replaces the older HEC -2 version. The flow rates given at the start of each channel are summarized as: Location 100 year Peak Flow (cfs) Cross Section Q, top of analysis 6,260 Splitflow No. 1 2,850 Splitflow No. 2 860 Upper Main Splitflow 2,130 Lower Main Splitflow 2,140 A summary of the hydraulic properties of these channels are included in Appendix D. Note that the cross sections were modeled at every 20 feet. The Mannings roughness coefficient was determined in accordance with the County of Hawaii Drainage Standards. Cross sections showing the expected high water mark along these channels are included in Appendix E. Due to the number of cross sections that were modeled, only a portion of them are included. 4 Ft ''''' :'7 .1 1 ;F:i l j, ; ; ' , 'V at t ‘ i : V 1 1 tp Y 4 1 ,, i f * , \ , .vt...1, goq. ti;-:IA\epl:s.);--, c k , 1 .r '' -,Iiil 1 .t ,:.-- --= 1 f - - , , -, i''-- , .,f , i .7. .,,! ; „,,, , - . , tlio j ;,,,,.. 1 fp lim . , i, AN-, tl- 4., ! ' ''''...' , f I ; i 1 CI , , % .,„,' 4 1' 1 / 4- 4 ) , , ...,,t .."1.- rati-V . 0 5 /.,,-; . : ' , , ; ) I ; .., i ;‘ t i l iji �. � , � ait . .� :1 , fit , I j ' S 1 1 - f , AI q ^? y ,t ..+.�' ^�.flll `,.'�tO `�44 t ,J I t,i 1 {{ x ti �_ ) `3 1 ` it ; 9 ! l 1,'.1 ' �' 6 f41 ? 0 %a'1 t mss,•- 1 t y i 4i s -t `l.� i- w 3 -r I � � M , i. r ' (4 t t 4 .- 1°; :,.. 41, '‘‘ '''''•>, - --,.. 1 \ ' ', -"'"'" '3- , . - „.„ , t., .... fi'" * r sir - _ � t n , , }, r � � ■ 4 xi i s' y. _ g 4 1 iz p {f }[� IJ Y4. d.� k a 44�. .. d' §4 ^ w P . � F ` 1 1 ` +i�'�i �iR i�Y•� ".'�9'.. b ( i'.':'b i Figure 2. Lava tube within determined flood zone. The first thing that was noted is that the portion of land below Hualalai Road in which Splitflow No. 2 traverses, did not have a well defined channel for flood flow. This could possibly be due to a change in the flow upstream that has prevented flood flows from reaching this area, grading that has removed the floodways, or incorrect mapping during the original analysis. Flow seems to spread out after the bridge and move downhill rather than across the hillside like the FEMA maps show. Part of the flow looks to run across the edge of the survey that was provided. Additional survey information would be necessary to determine where this would end up. Another interesting thing is along Splitflow No. 1, around cross section "D ", there appears to be a well- defined drainage channel coming from the north. This channel is not shown in the existing FEMA maps and a field investigation would 5 be necessary to find where this channel is coming from. For purposes of this report, we have assumed that the channel does not modify the peak flow rates. The general analysis shows that the flooding exhibits similar patterns to that which was originally determined. The flow appears to split and converge in various areas, which could be expected in an undeveloped area without a defined floodway. Some of the splitflows appear to be in different locations in relation to the existing FIRM. This could be due to natural river processes such as meandering, erosion, sedimentation, etc. A map showing our determined flood limits is shown in Appendix F. This map shows the estimated limits of the 100 -year flood. The flood limits are plotted on top of the topographic survey that was taken for the area. The existing FEMA FIRM zone AE flood lines are also included on the map to reference the differences. Conclusion In conclusion, a study of the Waiaha Drainageway was conducted for the 100 - year flood flows and mapped in relation to the existing flood limits as determined by FEMA. For development within the area, drainage improvements should be considered to help contain the flooding problem. A concrete lined open channel would be recommended to contain the flow and direct it to the highway culverts. A rectangular section would minimize the amount of land that would be . necessary to convey the flow. These lined channels should be master planned into the development plan. A Conditional Letter of Map Revision (CLOMR) would be submitted to the County of Hawaii and FEMA showing the preliminary design plans and hydraulic analysis for review. 6 Appendix A. FIRM panel Appendix B. Flood Insurance Study Data e'N 11 :1 , ea - i ; mai it F. .7. ! a Ir. k• - , ,I 1 OH ill ii 11 1E111 11 Hill ; . 2. Pb: i I Ili V i I i ! gi I 1 iiiH !i ;II ii 4 11 01 i I d t ir. I 3 g i 1 ' II 41 1 il i li• ii 1 lilt !I li ' :•, I 1. 0 : 1 i q h,r, itil 1= i ;i91 ii I P I 1 NI 1 = 1 .1 il 1 i ! il pvi ,.:t ,`,!! a 6 hi i 1%111 511.;!II 'IV in Min :i a :i 2 I iiiii i. 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Year Number :Station:(Ft. MSL): 10 50 100 500. 10. : 50 100 500 WAS01 0 +00 5.0 1320 1950 2670 3710. : 5.5 5.7 6.0 6.2 WAS02 4 +50 40.0 1320 195.0 2670 3710 : 42.0 42.5 43.3 43.7 WAS03 7 +50 54.0 1320 1950 2670 3710 : 54.0 . 54.7 55.0 55.2 WASO4 17 +50 90.0 1320 1950 2670 3710 : 91.7 92.3 92.7 93.3 • WAS05 27 +50 140.0 1320 1950 2670 3710 143.0 143.9 144.6 145.4 WAS06 35 +00 185:0 1320 1950 2670 3710 : 186.0 186.3 186.7 186.9 WAS07 35 +50 192.0 1320 1950 2670 3710 : 193.7 194.2 194.8 195.3 WAS08 38 +50 195.0 1320 1950 2670 3710 : 197.2 199.9 200.0 200.1 WAS09 45 +50 250.0 1320 1950 2670 3710 : 252.5 253.4 254.0 254.9 WAS10 57 +50 300.0 1320 1950 2670 3710 : 302.7 303.5 304.3 304.9 WAS11 59 +50 302.4 1320 1950 2670 3710 : 3.08.7 309.8 310.5 310.9 WAS12. 59 +51 302.4. : 1320 1950 2670 3710 : - - - - WAS13 60 +74 307.0 : 1320 1950 2670. 3710 : - - - WAS14 60 +75 307.0 . 1320 1950 2670 3710 312.4 .315.1 315.1 315.5 `WAS15 61 +75 310.0 : 1320. 1950 2670 3710: 312.7 313.5 314.3 315.0 'WAS16 72+25 320.0 - 510 860 1530.: 320.0 323.0 324.7 326.6 WAS 17 82 +58 440.0 - 510 860 1530 : 440.0 440.4 440.8 441.3 WAS18 87 +25 473.8 - 510 860 1530 : 473.8 476.7 477.7 478.8 WAS 19 87 +26 473.8 - 510 860 1530 : - - - - 'WAS20 88 +14 176..2 - 510 860 1530 : - - - - WAS21 88 +05 476.2 - 510 860 1530 : 476.2 479.0 480.9 483.0 `WAS22 90 +05 500.0 - 510 860 1530 : 500.0 502.3 503.0 504.2 • ,r..,.,..,'• . 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', ,....:,.., l't A •■■• 15.'''''' - it --T .'''','''',:,:';'1.: 4 • .1:4, :. r : : '' Marks 100 I MATE ' La, Elevation Reference Towil I C orp., Hon e From 5' scAt€ Interval Chang 250' El vatio n 0 Contour Inte 250 e Con Is After Flood Nazar May Vary Fl°°thng Location to 10' Interva AREA 100 Year Hazard Area Limits of I Ground Year Flood From Actual I d u H i i o 500 Ye , FLOOD Area X BM-1 „ Contour Data Der 33 a-X- am Channe APPROXIMATE - -•" Stre u s N SERVICE a. tn Cross Section Location A sO 4°° 200 MET FEE D STU Y m T 4, M ANAGE . --1 FLOOD PLAIN M N wAR m ICT HA 6, L" HAZARD NORTH KON co 0 I L D C E P O A N RT S N E CONSERVATI mAe o , WAIAHA DRAINAGEWAY NORTH KONA DISTR , 1 Table C -3 (page 2 of 4) li Flood Discharge - Elevation - Frequency Data 4 Y Waiaha Drainageway I Peak Discharge Water Surface Elevation :Streambed: Cubic Feet. Per Second (cfs). : Feet Mean :Sea Level (MSL) • :Elevation: Year Year Number :Station:(Ft.. MSL): 10 50. 100 500 . 10 50 100 500 WA01 0 +00 2.9 2770 5190 7110 10650 : 10.5 12.7 14.3 16.2 WA02 0 +30 5.0 2770 5190 7110 10650 13.3 16.0 17.2 18.7 WA03 0 +80 6.6 2770 5190 7110 10650 16.4 18.8 20.0 21.5 i WA04 3 +80 15.0 2770 5190 7110 10650 : 19..0 20.0 20.7 22.5 II WA05 8 +55 35.0 2770 5190 7110 10650 : 39.3 40.4 40.9 41.6 WA06 10 +80 55.0 1830 3330 4480 6620 58.3 59.8 60.8 62.0 WII WA07 14 +55 95.0 1830 3330 4480 6620 : 97.2 98.3 98.8 99.3 II WA08 22 +05 151.6 1830 3330 4480 6620 : 154.8 157.4 158.3 159.3 .- WA09 22 +55 155.6 1830 3330 4480 6620: 162.8 .165.6 166.2 167.4 II WA10 22+97 156.1 2720 5250 7140 10660 : 163.0 164.9 165.7 167.0 li WA11 23 +47 162.1 2720 5250 7140 10660 : 164.0 164.9 165.3 165.5 WAl2 28 +47 320.0 2720 5250 7140 10660 : 324.2 325.8 326.+ 327.7 ii WA13 33 +97 350.6 2720 5250 7140 10660 : 352.8 355.7 357.4 359.7 WA14 34 +97 352.5 2720 5250 7140 10660 354.3 355.8 357.0 359.5 II WA15 36 +47 360.0 1640 3150 4270 6370 362.3 363.3 363.8 364.3 11 WA16 43 +47 430.0 1640 3150 4270 6370 : 432.8 433.8 434.4 435.3 { WA17 47 +47 449.0 1640 3150 4270 6370 : 453.0 454.0 454.5 455.3 11 WA18 47 +73 449.8 1640 3150 4270 6370 : 453.5 454.5 455.2 455.7 WA19 51 +73 480.0 1640 3150 4270 6370 : 484.3 486.0 487.0 488.3 il • WA20 60 +48 558.9 2710 5240 7120 10610 : 563.6 565.3 566.3 567.0 il WA21 64 +73 579.9 2710 5240 7120 10610 : 584.8 586.5 587.3 588.3 WA22 68 +98 600.0 2710 5240 7120 10610 : 603.5 605.0 605.8 6.06.7 WA23 76 +23 660.0 2710 5240 7120 40610 : 663.5 664.8 665.3 665.8 WA24 81 +98 682.7 2710 5240 7120 10610 : 693.0 692.2 693.3 695.0 li II li 1 Table C -3 (page 4 of 4) Flood Discharge - Elevation - Frequency Data Waiaha Drainageway : Peak. Discharge Water Surface Elevation 1 :Streambed: Cubic Feet Per Second (cfs) Feet Mean Sea Level (MSL) :Elevation: Year. ? Year ,_ Number :Station :(Ft. MSL): 10 50 100 500 10. : 50 100 500 Il WA34.04 4 +25 1493.8 . 1330 2400 3500 5150 : 1498.2 1499.1 1500.1 1500.7 L WA34.05 10 +00 1580.0 1330 2400 3500 5150 : 1583.4 1584.3 1584.9 1585.7 1 1 WA34.06 17 +.50. 1700.0 1330 2400 3500 5150 : 1704.3 1705.4 1706.3 1707.4 '- ill WA34.07 24 +50 1800.0 1330 2400 3500 5150 : 1803.4 1804.2. 1804.8 1805.5 NJ WA5.01 2 +50 45.0 880 1790 2500 3820 : 47.9 48.6 48.9 49.2 ad WA5.02 8 +30 106.0 880 1790 2500 3820 : 108.8 109.3 109.7 110.2 WA5.03 8 +80 125.9 880 1790 2500 3820 : 133.8 136.0 137.4 139.0 � ~ r „� WA5.04 9 +20 126.7 880 1790 2500 3820 : 130.8 132.4 133.4 134.6 �� WA5:05 9 +70 129.6 880 1790 2500 3820 135.8 137.4 138.0 138.8 MO ad WA14.01 5 +30 380.0 1010 2100 2850 4240 : 382.0 382.6 382.9 383.3 WA14.02 7 +55 422.3 1010 2100 2850 4240 : 428.4 431.2 432.4 434.0 wil WA14.03 7 +83 424.4 1010 2100 2850 4240 : 427.8 429.6 429.7 429.8 WA14.04 17 +83 470.0 1010. 2100 2850 4240 : 472.8 473.8 474.3 475.1 I mi j WA14.05 24 +08 500.0 1010 2100 2850 4240 : 502.7 503.6 504.0 504.7 I' lmi LI LIJ imi Li ' I: l �i ® I— - • .. x :0 0 ru , _ _ i NUU1II� I 1 • •1 3 /l i i ! 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I 1 Appendix D. HEC -RAS Hydraulic Data Run • Ru 11 Ilk: o 2 , ' S'- 14 �a . ,� R .40p I* 5 ,,,. ..*" ,& ' R i tti,... - 0 40* 0. Q � un 4 Run 3a / ' 1111111 111111 54 ----4 R. R 3b r un 2 kl ./ 4.0 .50 460 ,...„.._ 90 360 370 \ . L y IAN 841Bishop RUN (ALIGNMENT) LOCATIONS Voce: (8 8 I)536 -66 1SA ASSOCIATES Fax: (88) 523-1738 E -mail: adminhi @lyonassociates.com CMl ENGINEERING/ CONSTRUCTION MANAGEMENT www.lyonassociates.com DATE: 9 -15 -05 DWG NO. SCALE: NOT TO SCALE SHEET: ,• - Run • R1, 1 Ilk-, o c 2 , R L 5 . - R t� 1 0 Q f - un t; Run 3a / 1 \Rb' R 3b run 2 ' u 8a ‘ 11•66.... b n 410 450 460 ' • aeo »o 841 Bishop Street, Suite 2006 RUN (ALIGNMENT) LOCATIONS . as W Honolulu, HI 96813 USA L l I 4 Itt N Voice: (808) 536 -6621 ASS Fax: (808) 523-1738 E -mail: adminhi @lyonassociates.com CML ENGINEERING / CONSTRUCTION MANAGEMENT waw.lyonassociates.com DATE: 9 -15 -05 DWG NO. SCALE: NOT TO SCALE SHEET: HEC -PAS Plan: run 01 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Re IML OW ELERMAYgiall 1M Ch EMI ANeM Ele KO Slope MOM F(o A�re`'�a MAIM eaaude $ Chl man =fox witmi mime ,Rear _ u 6 ,16 Pa 860.00 470.93 474.14 474.14 474.82 0.011848 6.63 129.81 94.79 1.00. Reach;;,] 860.00 467.74 470.88 470.88 471.70 0.011302 7.29 118.00 71.97 1.00 tracing waaW 860.00. 464.37 467.46 467.46 468.19 0.011697 6.86 125.44 86.16 1.00 WOO KM= MEM 860.00 461.18 463.90 463.90 464.61 0.011832 6.80 126.56 88.92 1.00 sash- : y x ramso FARM 860.00 457.11 460.17 460.17 460.81 ' 0.012164 6.40 134.33 105.58 1.00 Reach 7al ft :2 PFh �, -; 860.00 455.38 457.63 457.63 458.11 0.013313 5.55 155.07 162.00 1.00 HEC -RAS Plan: run 02 v04 River: RIVER -1 Reach: Reach -1 Profile: PF 1 at t ad ' S ' �';aio(a, x ,j.2CE VJt , gotg . y5 , E'd:kt - SIoPe .�e.�EC -- p - p? , E E411 -: LoD.� idtfi' �^�- _ yi1' T..�FrouEe/1 t * Ream E i-.- � r°' t :-.kts ES irki.... >�q� MA'AM Etrgi . ' f`iv:i lkee, K59 ff *-' STAff): :t't"n' iii k- ig l P 1v 430.00 442.79 • 444.39 444.39 444.63 0.016760 3.96 108.71 224.16 1.00 R€.a.. ti AlW ^90 : P S 4 430.00 441.58 443.56 443.56 443.96 0.014341 - 5.09 84.41 105.43 1.00 mac 1 p : , P .5 r 430.00 440.98 443.30 443.30 443.61 0.015273 4.45 96.66 155.61 0.99 a:1 ., 1. ,- - 430:00 440.26 441.91 441.91 442.24 0.014889 4.58 93.85 141.93 0.99 Rg eee� a E0 '1,3't#: ,p $j ,,psi.' 430.00 438.13 440.08 440.08 440.50 0.014242 5.18 82.97 100.92 1.01 Rea h t - " Pr` R 430.00 437.29 438.81 438.81 439.23 0.014222 5.18 83.09 101.17 1.01 Reams, - 3`- 430.00 436.71 438.34 438.34 438.73 0.014225 4.98 86.26 111.12 - - 1.00 Reach . • r• AFILIM. 430.00 436.32 437.95 437.95 438.35 0.014199 5.10 84.34 104.76 1.00 Reach .1 - . E 1-,�`-_ ✓`°`, ?_ 430.00 435.26 437.24 437.24 437.70 0.013634 5.45 78.86 85.79 1.00 :e 5 #h' A immi 430.00 431.99 434.56 434.56 435.15 0.012663 6.16 69.79 59.65 1.00 �eae : , V ,-,1 • A ''' ' M.1, 430.00 428.87 431.72 431.72 432.38 0.012176 6.52 65.93 50.11 1.00 tams. so 430.00 428.53 431.14 431.14 431.78 0.012252 6.45 66.67 51.95 1.00 Reaca� 1 r 8 -s'c `�. Ph4: .: 430.00 427.85 430.01 430.01 430.55 0.012801 5.94 72.37 66.03 1.00 Reac - 7°`. } ' - PF 430.00 426.09 428.36 428.36 428.94 0.012417 6.11 70.35 60.05 1.00 k Ruch s B,Z1 430.00 425.28 427.73 427.73 428.31 0.012486 6.12 70.24 60.14 1.00 Reae, j 5 , '& 144 430.00 424.85 42726 42726 427.85 0.012570 6.21 69.29 58,45 1.00 Reach=o m-. ew& 430.00 424.43 426.28 426.28 426.88 0.012402 6.18 69.53 5841 1.00 ReacN d3 r.- FF,,e 430.00 424.01 425.70 425.69 426.25 0.012558 5.93 72.53 65.32 0.99 T� Reac `{y�1��2'� *.+.,�X' P��1 430.00 423.65 425.49 425.49 425.96 0.013636 5.49 78.35 84.66 1,01 ReacFi 1s wpm roma 430.00 422.85 425.02 425.02, 425.38 0.014651 4.84 88.88 122.42 1.00 HEC -RAS Plan: run 03a River: RIVER -1 Reach: Reach -1 Profile: PF 1 t React ver Sta' 3 „"Profi .e Total g Ch' „,. � fv SiEigv'a Cnt,?N 5 E G E1evit E? ��/ej„Chr+l alov, ,rea; op_ Witllh erg �e # 6 I i -. . . Mi"94 ,,1` -? WSW MOM IZgiliMS NM= W ii r 11 . (fUs '_With at s � r �'`(ft y` ;. -_.. r_ _. Timm � _ 430.00 443.59 445.56 445.56 446.10 0.012749 5.89 73.01 67.34 1.00 VAC" g, r `b 1 e 430.00 443.09 445.22 445.22 445.25 0.000342 1.10 305.33 175.33 0.17 Reach< , 2} ' r E. 1ala l 430.00 442.09 443A2 443.42 443.80 0.014587 4.96 86.67 114.69 1.01 React Wawa P et.„ ri 430.00 441.17 442.56 442.56 442.90 0.014692 4.69 91.74 132.75 0.99 HEC -RAS Plan: run 03b v02 River: RIVER -1 Reach: Reach -1 Profile: PF 1 7Y <eR Po a 'ARM ;@ T al r M n3Cl IS elpiEI `C g_____ E G gird OMAN WOE IMAM MOM p ;:ti Frpude Chl • _€ Wf_nal Mft. : �l_.)�'. MAIM WOW WOWS M(ftjt;. ; watimm id Ni 8 , `+"rii P r; j 430.00 430.54 433.40 433.40 433.99 0.012396 6.14 70.04 59.26 1.00 React -, c P, 1` `;& 430.00 428.69 430.65 430.65 431.23 0.012387 6.13 70.14 59.60 1.00 Reach`1 6 '� Perna 430.00 427.311 429.09 42909 429.50 0.013929 520 83.71 102.05 1.00 RE VON S.. t F 430.00 425.18 427.21 427.21 427.66 0.013535 5.41 79.42 86.99 1.00: Reach, ,W 4 `." ' a U S;a.4!:` 430.00 423.99 426.01 426.01 426.61 0.012471 6.20 69.33 58.21 1.00 Re""�em§ •3- ' y eF44 uc, "-: 430.00 423.11 424.60 424.60 425.00 0.014122 5.07 84.82 1.05.98 1.00 Reach s 2,,,,� R. j '',"'2 430.00 421.13 422.91 422.91 423.37 0.013433 5.43 7926 86.12 1.00 R eins m . Tgigam 430.00 419.35 421.35 421.35 421.95 0.012340 6.22 69.10 57.12 1.00 HEC -RAS Plan: run 04 v04 River: RIVER -1 Reach: Reach -1 Profile: PF 1 sReach RIVerSta os ewe c MuamEgiit pa:am t Cnw3 e Ele „ ETG+49Iope2 weemig Egis44 To Width Fr #Chl 3 � - 1 - Y MIAMI; .f )4t `; (i. W _ZMIR* `n ftl A ' C -ii s�` `itg f :T_ c ft)t`a (K) >_ t10:011 1,A3 356 pF t- r . 430.00 448.03 454.06 451.93 454.59 0.002924 5.81 74.03 15.41 047 Reaeh]: 4 .' F1} t ? 430.00 447.79 452.79 452.79 454.45 0.013589 10.33 41.63 12.59 110 ad 430.00 447.91 452.66 45216 452.70 0100477 1.58 279.01 156.24 0.18 Reach ;1 2 y pF.1rg _ 430.00 44812 451.66 451.66 451.79 0103693 2.75 149.42 15545 0.51 130c6115 1 - , PF1..,, , - 430.00 449.32 451.17 451.17 45112 1013680 5.37 80.08 8193 110 • HEC -RAS Plan: run 05 v04 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Reach �ti 'e���a ?Mi"` BMW/ 1NS EIev .€'"' X 4 ,hM Flo A` ° - rn S Mania E,G�SI Ge6C, ,1Froude #Chlh ufft : a„ n 5 as :fi fit- (ft : -_ ; AU -11 (fiZat *WON irN)� . 9' ft . ; iCIII x M Reae J r 8 t4X 1 1 2000.00 431.93 435.99 435.99 436.59 0.007500 6.71 352.78 275.77 0.84 Reach 1d* Wft p1 2000.00 428.09 432.67 432.67 433.04 0.003481 5.25 411.92 188.49 Reach 102, 6 3 PRIME 0.79 ' 2000.00 427.12 430.34 430.34 430.86 0.006780 5.98 347.83 202.70 0,79 AMMO Rom p - 2000 �'3' -, .00 423.53 42821 428.21 429.07 0.010982 7.42 269.74 159.10 1.00 Reach,�,t f4 ,1 PFa 2000.00 421.39 426.43 426.43 427.16 0.011774 6.82 293.42 204.15 1.00 ��''�` Reach 1_�t=�d' l 2000.00 421.45 424.84 424.84 425.78 0.010088 7.79 258.87 144.89 0.98 Reac h 1' z� : : pF : 2000.00 418.16 423.02 423.02 424.28 0.009704 8.99 222.56 8829 1.00 *ARM; 1 +. _ -„ Miti 2000.00 417.14 421.80 421.80 422.99 0.009910 8.76 226.37 95.88 - 1.00 HEC -RAS Plan: run 06 v02 River: RIVER -1 Reach: Reach -1 Profile: PF 1 7'Reaeh r iRrve Sta. yofile,�F Q tv]in'Cli EI W SEEI i anf 1/J E GnEIe4` C G "31ope" �" VelrCb BFIg 1 Top Nldth 7 Frobde # Cil; WAVE s`" �3f &Mat We it ff(fiTM w -.(i) tf to ft rt,_ ses smtiam £r``s�. mom t (SQ ft ate raaf nifigftow, Rea =1rm alritilTra p lg 75100 44700 449.70 449.70 450.32 0.012100 135 11114 9325 1.00 Reach 2 ' i` P� - ' +17 - T 75100 447.21 449.07 44927 44160 0.012772 184 12135 120.32 1.00 ,Reach, l.44 21., -� P�s..F ltiM 750.00 447.02 448.56 44156 449.05 0213085 5.60 13189 135.97 0.99 Reitalar_ 20 P>=..aiR? : z 750.00 445.72 447.72 447.72 44724 0206206 187 200.71 213.10 0.69 Re Took=p m . 750.00 444.32 446.53 446.53 44721 0011926 160 11161 84.09 1.00 Reactls.,18', P�,F 75020 44128 44177 445.77 446.23 0209400 5.55 14199 176.73 0.88 Rezchl. `_17y PF' 75100 442.62 44525 44105 445.56 0.012970 174 130.65 127.14 1.00 r a ting 1,65. mar F(=, g , 75020 440.12 443.81 443.81 444.61 0211240 7.22 103.93 63.96 1.00 itegit:=Lim 15., ina`_'' PFr,1, 4, ._ -= . 75020 438.10 442.22 44222 443.15 0210804 735 96.73 51.61 1.00 ig.g.ridali 51 14,gi Pt.,�1K 75020 438.90 441.68 441.68 442.45 0211357 724 10148 68.76 1.00 keach yr 13* n t PF 1 . i j 75020 438.63 440.96 44028 441.67 0211826 163 113.12 82.55 1.00 Reach 1 12_ ,,.;},r kfaigNat 75020 437.75 439.84 439.84 440.18 0.010164 4.88 159.65 175.41 027 R6ac if- AFIllAii PF 750.00 436.22 438.52 438.52 438.62 0.000894 1.39 311.58 170.28 026 ReactJtl ' 10.a .six' = PF,1 LW 750.00 436.07 437.29 437.29 437.52 0.002564 120 208.88 152.10 0.39 Reach eT 9 2 - ..R.E.OtzgR 750.00 434.20 436.21 436.21 43154 0206243 152 16728 14101 0.67 Reach's. 8>x, c :10 75200 42155 432.54 432.54 43134 0211949 7.18 104.39 67.18 122 Reach.,1 _ 7 t ,P„a .E,. , 75020 42727 429.91 42921 430.71 0211377 7.15 104.89 66.29 1.00 'FA ach,1. .. : Re.?it.M P,F1,,,,_ e. 750.00 424.32 427.72 427.72 42131 0.012529 6.15 122.01 103.92 1.00 Reach 1'' 5 „_ s.-WL „ PF;j'; 75020 421.57 425.65 425.65 426.32 0.012207 155 114.52 86.59 1.00 R',91:40 4%.'?:: 4 t y PF 75020 421.10 423.51 423.51 424.30 0211497 7.17 104.56 65.68 1.00 Reach „,_t 3 ; -s ; h , PF 1s 750.00 418.29 421.25 421.25 422.20 0210759 7.83 95.83 5028 1.00 Reacts =1_,., 2 -_ P F7ka.. ,, 75020 41733 420.58 420.58 421.48 0010884 7.61 98.50 5420 120 14e0ch -1' :i.';','" PF - _ 750.00 416.41 419.78 419.78 420.64 0.011077 7.45 100.62 58.36 1.00 HEC -RAS Plan: run 07 v04 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Reach vex Sta s $5,�P, o5(e - k.� l ..� � � C .:)� o Totaj� Min.Ch E Mt OW ZatP ME,E Cs aS a G Sloe Ve fC{tna' FIgfN Area Top Witlttl ti Mat Chl M k g'iT( MA ((116 .(its {ft) :. awavue mom *NAY , maggfg ii54 VFW-XI p 4270.00 413.65 420.36 420.36 421.42 0.006496 8.66 532.24 190.53 0.85 Fzoirm 1 , . k INEWON 4270.00 411.65 418.25 41825 419.87 0.008966 10.22 417.88 12924 1.00 Reach St MIME EF 1 a ; 4270.00 408.73 415.48 415.48 417.22 0.008787 10.60 402.90 115.56 1.00 Fjgac[?.,,�1 `�* T,ed PF ? r 4270.00 405.65 413.13 413.13 414.64 0.009124 9.87 432.58 142.50 1.00 Re""@n MMUS PF`,1 M 4270.00 402.31 407.63 407.63 409.04 0.009456 9.52 448.38 160.77 1.00 Re�� ach 1 h � S ' 4270.00 395.42 401.24 401.24 402.76 0.009186 9.89 431.58 142.69 1.00 PF -1s '� Rea4 Tt-' 4 c 'Mali 4270.00 390.27 395.21 395.21 396.66 0.009227 9.66 442.17 152.33 1.00 mime 3 ,, ig4 4270.00 384.36 388.99 388.99 39043 0.009300 9.65 442.58 15344 1.00 Reach 1er`hp 2 pF 1t """;! 4270.00 379.96 384.82 384.43 386.09 0.006425 9.04 472.45 136.73 0.86 0.766)5 MA MOM' PFt1. . ` 4270.00 379.80 384.45 384.45 385.92 0.009174 9.73 438.88 148.95 1.00 HEC -RAS Plan: run 08a v01 River: RIVER -1 Reach: Reach -1 Profile: PF 1 iiiiligilzitg t,12ivePxSt i OSAM ad210 -trljairtrInTkagaii* UffiMiMallaftigai tE G Slopes AV& Chi Flo Are 06p� tAis e # Chl itemplo t0 5 �.,. ,, :on 4270.00 372.61 376.45 376.45. 377.56 0.010241 8.47 504.22 229.42 1.01 e� chft R $ ;, 9$MMI j?F 1r.a�; 4270.00 371.30 . 375,12 375.12 376.25 0.010287 .8.54 499.94 225.26 1.01 finthliMiVEMZI P W 4270.00 370.30 374.05 374.05 375.13 0.010456 8.33 512.90 243.22 1,01 Reac- °'., a 7 „ „�. p , ; 4270.00 369.13 372.82 372.82 373.91 0:010099 8.38 509.66 233.20 1.00 Reaef liM ,§3*, -°'" A . 4270.00 367.84 371.53 371.53 372.66 0.009955 8.53 500.66 220.64 1.00 Reachnl, ;DEMO .rw �¢ .W 4270.00 366.53 37022 370.22 371:42 0.010048 8.79 � 48537. 205.99 1,01 Reacff im itaV w pFL % . 4270.00 365.23 369.06 369.06 370.21 0.010083 8.61 496.11 217.68 1.00 Re......... M al MI-WM 4270.00 364.13 367.69 367.69 368.73 0.010353 8.19 521.49 251.52 1.00 Reach:___ Z s__ PF :I,,,g -. 4270.00 362 365.89 365.89 366.97 0.010483 8.34 511.98 242.47 1.01 R6:615% 1_ ,_; m,,,r" PF.-.1 LL ,_,,,,," 4270.00 360.59 364.26 364.26 365.37 0.009918 8.45 .505.04 224.74 0,99 • HEC -RAS Plan: run 08h v01 River. RIVER -1 Reach: Reach -1 Profile: PF 1 Varga ammo animal raitotal ffigiltall alit Elev ant i§ g E G Elev E G Sjop - 1110F0 E,lov'3Area i teptWjdylaa rikiMaltibig manta 1 °�3 7550.00 358.89 365.76 366.46 0.002638 6.69 1127.91 262.53 0.57 MAT' '41 _ � LPF*°7 pF, ¢ t, 7550.00 356.38 366.01 366.32 0.000768 4.52 1717.19 300.00 0.33 (teac r , pja,e, 7550.00 354.59 366.07 366.27 0.000413 171 208112 300.00 0.24 MEM 2„�1Fffi IFFITSM 7550.00 352.87 365.82 362.23 366.24 0.000971 5.32 1462.23 234.37 0.37 R.410aa OW4 MOM: : 7550.00 352.12 364.29 364.29 366.06 0.006628 11.61 732.91 180.70 0.90 • HEC -RAS Plan: run 09a v07 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Reach., J Wv erSta a tgofige�- 0 Total +r Mln Ch 61,- j W 5 Elev C it V� 5 E G '.Elev AE Slope Vel tr.. g Flow Are al- T o p RVIdt , Frond # Ch aly ww. I tfs) ._.�.._ (J liSM itt),4:a _.. ttt).= 9 : (ft)f'_ €x fuft)i__. w.0 ) Pitkcift - t/in1 � ;(n) . <_ 3- Re zs' � -PFv.1 " z,-. - .4 2850.00 417.78 422.37 422.37 423.60 0.009788 8.91 319.82 1294 V ac f : 1.00 Reacrig .,,; V PF .1 _ 2850.00 414.05 418.85 418.85 419.85 0.010433 8.01 355.85 177.36 1.00 Reaefi 1fi 6 4 PF7reK 2850.00 408.92 414.77 414.77 415.55 0.008275 7.09 401.76 201.74 0.89 FAMI R:itakaN ,t'kellilAtZ 2850.00 402.90 409.82 409.82 410.97 0.006771 8.60 331.24 106.73 0.86 Reach„%%, ,FF * 2850.00 401.06 405.80 405.80 406.02 0.000722 2.28. 825.80 224.08 0.27 ReacFi ,1 3.4-i, " 15F 1 = 2850.00 395.31 399.88 399.88 401.17 0.009661 9.12 312.41 120.63 1.00 Et achfi 2 PA 2850.00 388.95 393.23 393.23 394.38 0.010158 8.59 331.76 144.85 1.00 Reach? 1 x"k liRkr _ 2850.00 383.13 388.86 388.86 389.14 0.001100 3.14 672.22 155.71 0.33 HEC -RAS Plan: run 09b v01 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Sails gf t ProfiI6 ' `' At groveh Eli,. 't`W S EIev.-, t W S: ma fev ric mSlope ,s Tel rob : WI kArea TopI/Vldttit 'Frond ikChl,� MOM '� (c(s)l: ,r (ft . _ ( 8)...x' j( n£ nt ( t u ft ) MOM Me f1l '.T�' .(H s' a "..`.', .;kc jgraggrimm ra ' r ; 2850.00 374.37 379.95 379.95 381.63 0.009033 10.42 273.60 81.28 1.00 at , 23 r" mi ( 2850.00 37424 379.74 379.74 381.39 0.009130 1028 277.18 84.38 1.00 Nom Mem PF ila " 2850.00 374.05 379.36 379.36 381.02 0.009070 10.34 275.60 82.95 1.00 teem 1 21 ^ PF tmatt 2850.00 374.33 379.06 379.06 380.67 0.009025 1020 279.54 86.19 1.00 Reac 4 !i 20^ �/ mag 2850.00 374.10 378.66. 378.66 38022 0.009175 10.05 283.58 90.53 1.00 PM s 9 PF :M 2850.00 373.65 378.29. 378-29 379.80 0.009214 9.66 289.12 95.21 1.00 Re erjM maw psit 2850.00 373.33 377.67 377.67 , 37924 0.009341 10.05 283.64 9131 - 1.01 Rea 1.7M Pak'3. s-x' 2850.00 372.65 377.03 377.03 378.57 0.009210 . 9.95 28643 93.27 1.00 ReacI7 3:11M41. PF 1 2850.00 372.47 376.57 376.57 378.01 0.009425 9.62 296.28 103.56 1.00 MEM IWat PF 16' -:' s + , 2850.00 37226 375.90 375.90 37724 0.009552 9.31 . 306.06 113.79 1.00 i3eaeh i l4a f. PF 1itm 2850.00 371.86 375.62 375.62 376.94 0.009872 923 308.73 118.98 1.01 ', erart 1 P02:1 ' 2850.00 370.42 374.81 374.81 376.14 0.009690 927 307.40 116.56 1.01 Reacij A 12.y+'�". EFz:.q r 2850.00 369.83 373.82 373.82 375.23 0.009386 9.53 299.16 106.29 1.00 '1Arartlra 11j .c ` :14;41 2850.00 368.85 373.36 373.36 374.81 0.009332 9.66 294.92 102.04 1.00 Reach aka 10k oF 1m 2850.00 368.62 372.83 372.83 373.85 0.010545 8.11 351.55 173.37 1.00 ,WCSKITA 9 tei PF .1 79 2850.00 36807 371.85 371.85 372.89 0.010388 8.16 349.15 169.15 1.00 Reachc'i n'` want: PF 2850.00 364.94 369.69 369.69 370.93 0.009902 8.94 318.77 129.57 1.00 Reach n7 7 c'�, 5 PF 1 - - 2850.00 362.55 367.90 367.90 369.16 0.009825 9.03 315.64 125.74 1.00 Reach,.1'. - 62 - PF 1 ':; 2850.00 361.80 366.44 366.44 367.68 0.009771 8.97 317.75 127.50 1.00 heath 1: -y,, :agfi.V.0 PF 1 ;: 2850.00 361 -14 365.54 365.54 366.81 0.009717 9.06 314.53 123.86 1.00 Re6ch:.1 4 PF100:! 2850.00 360.48 364.84 364.84 366.13 0.009628 9.11 312.87 12126 1.00 Reach 1 3 PF 1s 2850.00 359.93 364.58 364.58 365.91 0.009536 928 30706 114.87 1.00 Reach 1. :; 2 - PF 1 - < 285000 358.87 363.86 363.86 . 365.30 0.009349 9.63 295.96 102.97 1.00 Reach 1 `t 1 PF 13; 2850.00 355.43 361.31 361.31 363.05 0.008889 10.60 268.85 77.43 1.00 HEC -RAS Plan: run 11 v02 River: RIVER -1 Reach: Reach -1 Profile: PF 1 ,Reac} , Riv St °, :ffifilifici s `.,Q4M1/z 4i i iii WidtailiSaeleii IOltieWiaggaig Wir-dia s_FlowAcea;° Top +W Frodde #Chl :- - Fl Reach 1 iteii� 7 ^' ' PF M 2850.00 495.21 v 502.68 502.68 504.80 0.008609 11.68 243.93 57.56 100 2 7 -i �p,Fr1M 2850.00 492.82 50205 502.05 502.96 0.010102 7.73 376.44 207.30 0.97 Reacht 72 ,1902 1 2850.00 492.75 500.47 500.47 501.76 0.010014 9.12 312.67 121.61 1.00 RCI VALITAS lt1. ax y 2850.00 49100 499.68 499.68 500.87 0.010129 8,75 325.70 136.55 1.00 Reac ' 7kw'n' P.:c= �e'.�.v.-._ F 2850.00 493.10 499.35 499.06 499.99 0:006617 6.45 444.07 225.10 • 0.79 React :1-0 6.9V""' tdi./64 2850.00 493.23 498.35 498.35 499.77 0.008723 9.85 303.02 102.56 0.98 OM , rig :68 , ss, PF ela 2850.00 492.44 497.29 497.29 498.20 0.007560 8.60 392.47 190.98 0.90 R I1 4411 °.,,,,; :MIME . ,' 9 2850.00 491.55 496.32 496.32 497.27 0.010185 8.04 367.88 191.10 0.99 Reahv Re 66' bF 1 '. 2850.00 489.49 495.34 495.34 496.35 0.009595 8.45 359.89 173.14 0.97 ach -1 ' 6 16-14 p 7 t* , 2850.00 488.45 494.21 494.21 495.20 0.005971 8.56 392.72 18150 0.82 Mara 64'f pF 1mfg 2850,00 , 487.61 492.50 492.50 493.46 0.008446 8.48 379.12 185.90 0.92 t 6 P,Fow 11% 2850.00 486.97 490.85 490.85 491.83 0.010248 8.31 361.09 180.78 0.99 Reach 16 62` s PF1`�",O' . 2850.00 485.84 48151 489.51 49149 0.010337 8.31 359.37 17128 1.00 Reach_1� { 8 �° ROAM E 2850.00 484.96 489.12 489.12 490.09 0.010299 7.96 362.37 186.60 0.99 R a Ei" �' x S r3�s 60 �.:,r w/ F1i 2850.00 482.66 487.69 487.69 488.66 0.006342 8.51 391.15 183.06 0.84 mom ,`- PI? l 'k'4 brim 2850.00 481.07 486.43 486.43 487.41 0.007498 8.71 381.27 179.48 0.89 ReadU 58,,, -�c ' P 2850.00 480.69 485.89 485.89 486.90 0.009613 8.12 358.82 178.17 0.97 Reac x � 3 paffi' e 285010 479.92 48450 484.50 485.48 0110039 8.07 362.23 182.40 0.98 Reach;l ,Yta56T M1 P:Mgieltif, 2850.00 478.81 483.20 • 483.20 484.13 0.007834 8.20 387.73 19184 0.90 Reach l, 55 }, a PF k 2850.00 476.95 482.18 482.18 483.46 0.009639 9.08 313.76 121.93 1.00 R eac 54 y s ,a PF.1 7,2: 2850.00 475.59 480.17 480.17 481.12 0.009805 8.14 - 370.43 189.22 0.98 3 ; je Wattak PF to- 2850.00 474.01 478.69 478.69 479.64 0.009011 8.30 373.66 183.75 0.95 Reach 1 at 5:1014, pi ..i. 285100 472.55 477.94 47714 478.52 0105235 6.33 466.55 205,83 0.72 Reaeh 74-, 51 : 5s Pg1.: , , 285010 470.58 476.02 476.02 47195 0110961 7.78 36130 198.30 110 Reach 5b :" PF st: 2850.00 470.02 475.16 475.16 476.12 0.010332 7.99 365.52 188.72 0.99 jteaetf 11 49 " PF �z. _1r 285010 468.20 472.90 472.90 473.43 0.002611 3.51 550.11 21450 0.48 Rae eh 1}=, 48 ` PF-im.. 2850.00 468.76 471.88 471.88 472.97 0.010246 8.37 340.34 157.17 1.00 Reachr"1x 47 ' ..ri*inVira, 2850.00 - 466.29 469.88 469.88 470.77 0.011158 7.40 378.00 212.69 1.00 death 1ttts 46 -'r - Kg:hr.% 2850.00 462.81 468.34 468.34 469.15 0.009341 7.33 394.40 206.84 0.94 Reach l 45 MMigh ft :t161:: 2850.00 461.39 467.31 467.31 468.15 0.011123 7.27 387.22 • 225.23 1.00 Reach 1 sz n 44 ;: PF 1. 285010 460.67 46148 46148 467.48 0.011245 7.88 356.92 184 112 Reach 1' 43 4 ^ s ii.ft4Nilly 2850.00 459.25 465.24 465.24 466.24 0.010321 8.36 359.71 179.22 1.00 Reach 1 42 A „ '` P61 , F7 ` 2850.00 458.34 464.44 464.44 465.28 0.008499. 8.07 398.14 204.21 0.92 Rh- 1,- 1- 41 FF ll. 2850.00 457.20 463.56 463.56 464.36 0.008808 7.88 406.15 225.94 0.93 Reach 7 =: 40 PF 1; 2850.00 457.03 463.19 463.19 463.68 0.004815 5.87 509.29 241.46 0.69 Reach try 39 _ " 661 i 2850.00 456.66 461.54 461.54 462.37 0.011515 6.82 392.04 242.79 0.99 act Res. 38 - - PF 1' ` 2850.00 456.07 461.70 460.70 461.52 0.009615 5.60 405.66 240.19 0.88 Reach 1' 37 n1 PF 1- 2850.00 455.01 459.97 459.97 460.80 0.009821 5.89 401.65 236.44 0.90 Reach 11. 36 P "' F1 } Yr; ;, 2850.00 456.22 458.80 458.80 459.71 0.007484 4.87 382.34 171.67 0.77 Rea 35 n , PF 1�x ,, ,, 2 850.00 454.69 458.41 458.41 459.13 0.005493 3.96 436.24 197.04 0.66 Reach .s" 34 4 PF 1. 4 - 2850.00 453.15 458.11 458.11 458.69 0.004443 4.04 481.41 209.00 0.60 Reach *Q 33 pF t .,; ; - 2850.00 453.42 457.26 457.26 457.95 0.006341 4.15 446.74 234.39 0.70 Reach 1{ 32 kolla:_m2f, 2850.00 452.74 456.50 456.50 457.07 0.005174 4.18 489.54 247.34 0.65 R each i ' , 31 ¶ A F 1 P 2850.00 451.72 456.14 456.14 456.57 0.003565 4.10 556.26 249.19 0.56 ac Ret 1 30' �; F , 10...0M4,_ e = 2850.00 451.79 455.49 455.34 455.99 0.005322 418 511.33 269.01 0.68 Reach i, 29 _ i PF 1i; 2850.00 450.80 455.63 454.47 455.85 0.001587 3.84 759.80 285.22 0.41 Reach 28 >:. PF^1 a - 2850.00 449.82 454.56 454.56 455.70 0.010186 8.56 332.87 146.93 1.00 Reachr1 - 27 2A, r4 PP 1. -1 f 2850.00 450.48 454.10 453.47 454.46 0.003662 4.72 594.71 290.43 0.59 Reach`'1 t 26 PF 1 . 2850.00 449.22 453.25 453.25 454.27 0.010649 7.96 351.00 171:94 1.00 Reach 25" t` r "s- P1 r ? 2850.00 448.16 45261. 45261 45314 0110531 103 350.53 - 169.91 1.00 F # eac h"1 , 24 k ,,,„i PF1 , z ; 2850.00 447.74 451.82 451.82 452.83 0110630 107 354.91 176.75 1.01 Reach 1b> 231 c 64 :1,?,Ellaik 2850.00 44194 45121 451.21 452.19 0110833 8.06 357.32 182.60 1.01 Reac0; F 22 > ';�31 t PF1'"' 2850.00 44182 450.39 450.39 45119 0111000 6.79 427.81 300.00 198 IgikiyamA giktP.A5A,RE00,,toto 1j 285100 44133 449.38 449.38 450.08 0111717 171 424.30 300.00 110 Rea wt 20 .,,1 0F"7.zo 2850.00 445.05 448.54 448.54 449.24 0.011834 6.74 423.14 300.00 1.00 Refill 1k'r z it ' PF i ' ;' 2850.00 444.59 447.94 447.94 448.64 0.010882 6.88 429.33 300.00 0,97 Ruch.1 Ni ,1 � PF 1mF 285010 44195 447.04 44714 447.74 0.011217 182 426.98 300.00 0.98 ,11 1j4 . , F71e 285010 44287 44184 44184 446.69 0.007402 4.83 39518 184.19 0.77 Reach mt 16x4awi, P j,1. 5 2850.00 442.95 445.43 445.43 446.07 0.004008 2.58 466.63 201.08 0.52 Reae'1 1' ' is 285010 44275 445.39 445.39 44178 0.001977 2.15 60153 228.86 1.38 Reach l 1 141- .8 PF 1) ` 2850.00 442.32 444.25 444.25 444.66 0.001903 2.01 569.47 19344 0.37 swam ,13.x'i• :R z 661 - f` ? 285010 441.00 44109 442.19 443.64 0.002857 212 49102 16929 0.48 Reac" 1 12Z V S PF I 285010 441.00 442.49 442.49 443.45 • 0.007765 184 390.68 21551 0.74 Reach 1an 11�. r ^t` PF1a - 285010 439.04 441.72 - 441.72 442.33 0.005685 172 497.75 30010 0.66 Reac�i``9 g ( 10.a%. : r Pmg - 285010 43819 44170 44170 44119 0.008388 418 455.15 30010 0.82 *gum 90 . ` PF7 ` 285010 437:61 439.85 43915 44154 0.008946 134 449.82 30010 0.85 Reach 1` e . ' PF 1. 2850.00 436.65 439.02 439.02 439.72 0.011214 6.32 428.40 300.00 0:97 Reach 1 '� 7A -, PF 1:` 285010 435.38 438.17 43117 438.87 0.011491 6.55 426.81 30010 0.99 Reach 1 6 4 PFJ - 2850.00 434.66 437.42 437.42 438.14 0.011915 6.48 422.88 300.00 1.00 jteach 1 ' f 5' :° PF 1 .` 285010 434.02 43632 436.72 437.49 0.010738 6.11 41117 26551 0.94 Reach 1' ..,4X 3 PE1? 2850.00 432.72 435.80 435.80 - 436.59 0.010729 6.35 403,75 251.07 0.95 RagfirIM itgafkg 285100 430.78 434.61 434.61 435.47 0.010913 171 386.67 227.06 0.97 Reach 1 2 - a 661 W 285010 429.20 43188 433.88 434A8 0.008401 5.89 460.27 289.01 0.85 Reach -1 r 1 - PF 1;= _ 2850.00 427.11 432.70 432.70 433.73 0.011133 8.12 349.69 167.96 0.99 HEC -RAS Plan: run 12 v02 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Aftgass.NiEkgs. wain Koss OffARDir V W S*.Elte lk A MEev' E G Slopex mom C "nI ifflefietat WireiNIP ? Froude-# CKI7 SWAM �1 ' •::1 F acts,) ;- �nNr t3 -rte 1761;x"1•; KIN tr` - ; (ft)' PA _(wft) ' RCM= W 3 (SQ ft).. _x Mln)xz a <,,, - Reach, ° w _ , 7� 2130.00 497.13 499.49 499,49 500.34 0.010773 6.38 292.71 172.82 0.95 Rec. 4 �` 3' ',p_Fr'I , 2130.00 493.42 ' 498.66 498.66 499.51 0.010203 7.69 290.14 160.43 0.97 Reach 714 1' " : 2130.00 496.02 498.59 498.59 499.04 0.003271 3.46 412.06 17127 0.52 Reacj-9jy- 17§' - A P A M. 2130.00 495.12 498.62 497.55 498.87 0.001433 2.59 547.45 • 192.51 0.36 00 c''' " '`- --j(� EF1KM 2130.00 496.08 498.28 497.91 498.80 0.004742 3.58 385.81 198.31. • 021 React iF ‘-r, itigiii'lf..iarM 2130.00 495.92 498.03 498.03 498.65 0.011065 5.95 343.13 265.43 • 0.95 Revairfin 67`?' )Fk� 2130.00 494.65 • 497.24 497.24 497.91. 0.010865 5.88 336.30 251.66 0.94 Reach;ot ¢.B_, ,P, 2130.00 493.75 495.98 495.98 • 496.78 0.011807 6.54 298.37 19227 1.00 Ream gem ai 2130.00 493.16 495.17 495.17 495.98 0.009464 5.18 308.97 187.75 0.86 Reaeha,.�„c'�, 64 - ;p . '-r ''a' 2130.00 491.16 494.27 494.27 495.07 . 0.009598 5.06 306.96 184.03 0.86 03 63w "� kF t ..$„� �, ::' 2130.00 488.94 494.04 494.04 494.75 0.010106 5.69 320.69 207.39 0.90 Reac,�lbi 6 =_ �-7; P MOR 2130.00 486.69 493.27 493.27 493.97 0.011715 6.11 320.00 228.76 . 0.97 Read �1i s �;p�F€�jaZ 2130.00 486.98 492.68 492.68 . 493.07 0.006581 5.14 424.41 300.00 0.75 Rea46 A 61:7":i. - :UMW 2130.00 486.17 491.21 491.21 491.96 0.011068 7.17 307.62 198.50 0.99 Reach 'f ' 1 54 r PF l 2130.00 485.07 489.76 489.76 490.50 0.009893 7.23 309.51 185.78 0.95 Reac fll� Sgt P 1� 2130.00 483.76 488.15 488.15 488.92 0.010640 7.72 304.14 188.11 0.99 1,�`�}" M 5z :4 E 1 � 2130.00 481.62 486.19 486.19 487.00 0.009120 7.53 306.02 183.56 0.93 Reach,. ,, , g tafgAtit PFr '.'1,-„�£: 2130.00 480.25 484.76 484.76 485.57 0.008580 7.63 308.07 179.24 021 Rga"c ,;t„ 55 i m ,pia-m;..0, 2130.00 478.69 483.16 ' 483.16 483.99 0.010868 7.35 294.14 177.37 0.99 Reach„� 64 a.'�q'l pp1`,�- 2130.00 477.08 481.80 481.80 481.98 0.001149 2.55 675.22 294.78 0.33 610l,1, ar MOM?. 2130.00 474.88 480.38 480.38 480.59 0.001453 2.53 632.89 295.18 026 . 1*Friken 52�'' ail W :Ct 2130.00 472.90 478.73 478.73 479.26 0.005542 5.80 363.02 174.23, 0.71 Reach.'fi 51 .E PF 1?�y`„ 2130.00 471.76 477.48 477.48 477.95 0.004722 5.04 388.06 183.63 025 IteggneRit EigAgit PF131t ` 2130.00 47132 47188 476.88 47724 0.003025. 165 453.67 201.82 0.51 Reaeh 1,� 49 PF " _' 2130.00 470.74 475.45 475.45 476.10 0.006719 5.22 334.06 167.30 0.75 Re400,r Mega kt,:0101 2130.00 472.69 473.95 473.95 474.83 0.008940 3.11 291.96 166.47 0.74 Reach 1r 0.M gaG PF 1 e 2130.00 466.70 470.81 470.81 471.57 0.007838 8.16 313.95 164.52 0.89 ,ikkgleigz PF51lt,, r_ 2130.00 465.05 469.00 469.00 469.87 0.010828 ' 7.91 286.61 163.10 1.00 0e4ch -i 5 .0.a PF4s 4 : 2130.00 464.73' 467.55 467.55 468.40 0.010093 7.56 291.58 16824 0.97 oFtliata IMAM tti3 3 1 2130.00 463.32 466.58 466.58 467.41 0.010006 7.46 297.17 176.05 0.97 Reach )(r) laximin it o _ 2130.00 462.54 464.96 463.44 465.22 0.001420 2.69 524.82 165.33 0.36 RooKin 42 2130.00 461.58 464.98 462.84 465.18 0.000851 2.50 614.53 165.14 0.29 Reach 1' ke45 Pi 2130.00 464.03 465.01 465.01 465.15 0.000562 0.79 718.23 197.20 0.19 Reac 1 * 40 M 01 2130.00 463.38 464.59 464.59 464.72 0200484 0,74 74139 19104 0.17 ,441Cillait4 9 a x - PF1. i ' 2130.00 463.25 463.82 463.82 463.97 0.000652 0.55 681.11 176.73 0.18 Reach.t24t 3 - PF1S_r '' 2130.00 458.12 461.80 460.62 462.06 0.001476 3.44 528.83 169.63 0.39 Reach f4 ; $71:48-"-M.: I F 1`- 2130.00 455.23 460.67 460.67 461.91 0.009789 8.93 238.46 96.20 1.00 Reac59:; ai 36 " P1 :' 2130.00 451.54 457.32 457.32 458.77 0.009349 9.65 220.72 76.25 1.00 Reach 1` -' * Nty • 2130.00 449.27 454.10 454.10 455.47 0.009482 9.38 227.14 83.05 1.00 04ch: 34 j t PF1,j', ; 213020 448.19 45185 452.37 454.33 0202302 527 382.40 105.33 0.52 Reach Jn a 33 a,�r'' PF 1 _ 2130.00 447.76 45179 452.40 454.28 0.002464 5.66 376.06 106.59 0.53 Reach 1{ .h 32 '} iti,, Phit. , 213020 44728 45188 451.86 454.19 0.001386 4.44 480.16 127.80 0.40 Reach z 31 MAW MAW& 2130.00 447.54 454.01 451.19 454.11 0.000424 2.65 819.32 197.09 0.23 Reatie ;, 302=; 1t F 1 u' t: 2130.00 447.50 454.02 451.04 454.10 0.000301 2.35 910.18 195.63. 0.19 0eact] t 291"z a4; PF'l) ` 213020 447.45 454.02 45026 454.09 0.000246 2.17 964.42 194.17 0.18 Reach 1 28 A 3 .a Wipes 2130.00. 447.41 454.02 450.12 454.08 0.000194 1.90 1054.82 205.69 0.16 Reach 1(z"e sweitee,,:', 213020 447.47 454.03 450.11 45427 0200102 1.41 126125 201.03 0.11 Kamm 26t1F 7-'ij PF 1 2130.00 448.09 454.03 449.00 454.07 0.000082 1.21 1379.36 217.22 0.10 Reac, 1 ° 25 ? -r PF 1 z 2130:00 448.48 454.03. 447.40 454.07 0.000079 1.13 1437.18 234.97 0.10 Reach;,1t wage ` ittagna, 2130.00 447.78 - 454.02 44190 45426 0200104 128 136134 24121 0:11 Reach„1ST mama R 1`r e 2130.00 447.45 452.43 452.43_. 453.91 0.009318 9.76. 218.31 74.00 .1.00 Reach iffl 224 x* r .,. P5"1 2130.00 448.22 45239 450.30. . 452.52 . 0.000459 1.95 727.62. 15527 022 Reach'/ 21°+;;xs = P1�� t 213020 447.69 451.34 451.34 452.41 0.009407 140 261.09 120.86 027 ReachwE .A ., ; fitatatliV 2130.00 446.83 450.69 450.69 .. 451.63 0.010034. 7.84 277.35. . 147.22 ... 0.98 Re 1 . 19 mg: . jvgjamaii 213100 44148 446.95 446.95 44724 0200294 0.75 883.75 207.21 0.14 Reach 1 16 011,Max. 2130.00 444.44 445.55 445.55 4 45.71 0.000494 0.77 689.33 174.32. 0:18 ReacJ5 Iiistftwt PF t x� 3'.`,: 213020 443.81 444.62 444.62 444.84 0.000848 .0.89 57923 157.92 022 yevictse mows cortifil 213100, 443.27 444.05 44425 444.28 0200840 0.82 56326 ..149.78 122 Reach 11 ' 1,5WM PFa1 ', c 2130.00 442.61 442.74 442.74 443.10 0.001798 0.39 439.39 123.76 0.24 J�`3 - OVUM 1451: �,y Paf*,,'� s 2130.00 - 441.82 442.29 442.29 442.58 0.001244 0.69 . 496.21 157.41 0.24 Re ,1 # jj =`=' „ p =1,,r, e 2130.00 44/.03 441.70 .441.70 442.00 0.001419 1.07 496.22 166.60 0.29 Reach,ll 12 . 4 [ mom z-: R 2130.00 440.24 440.95 440.95 441.32 0202149 1.41 447,05 171.25. 036 Fjeach 7;� , is m fi''r F ?-1, r' , i , P 2130.00 . 439.58. 439.88 439.88 440.19 0.001562 0.63 477.58 153.06 226 Reach, -, � 10 ?] .ft iMiNfatof 213020 438.95 43158 43158 439.88 0.001511 122. 497.57 17823 0.29 Reach 1.__ 79a:14,= PF 1 . ar: 2130.00 438.16 438.36 43826 438.66 0.001630 028 483.98 16025 223 Reach 9 WW1= J? 1 k '? 2130.00 436.60 437.99 437.99 438.19 0.000948 1.32 624.53 207.98 0.26 Reach-/ 7!irf, ''' .r 00-M 2130.00 435.00 437.05 437.05 437.21 0.000718 1.42 684.71 193.03 024 Reach°'w1 wi ftw: mom 2130.00 434.93 436.30 436.30 436.45 0.000553 0.92 . 705.26 186.17 0.19 Reac,Ft 5 f e. PF 1 2130.00 432.82 435.33 43133 43150 0,000696 125 66526 174.16 0.23 iiiggagiFs. amen `e`* WOMAN 213020 433.14 43424 434.50 434.83 0.001479 125 507.86 172.34 0.31 wawa gatigrAptmils 2130.00 432.82 434.05 434.05 434.66 0.005627 .3.25 348.25 173.71 163 iggliiikr.l. 2t`' Diat.Mik 213020 431.38 43320 43150 434.32 0.009874 4.87 299.53 177.28 0.86 Reach ,1 1 Hipnar PEI r" s .,. - 2130.00 429.72 433.01 433.01 433.47 0.004724 4.77 391.51 187.29 0.63 HEC -RAS Plan: run 13 v0S River. RIVER -1 Reach: Reach -1 Profile: PF 1 : Reaeh RWe' Stew Pro ram dot alrt : :ne Ch EIS .A1 /3 S Elev Cn3 W'S. ,, E - -Elev r 1101 S)ope `'' ;,,Vel Chnl = FlowA ; `T EFrot # Ch( 2.0:44-m usi i " ' ( c1 sl ( 1 1) r lft7l .. (n)0 c :<<(it ` - -r (tuft) t.;., (fUs) m g "(5-a.R1. ' (B) x _ . 9 Reagh1_,.- ` 34r-f -1 2140 00 497. 499:84 499.84 500.71 0.010877 6.11 289.51 168.19 -e 0.95 Reach. 1x 3 E PFi- -' 2140.00 494 96 498.81 498.61 499.68 0.010872 7.72 286.72 161.99 1.00 Re ch 1i: .r 32 se", PFi1' % 2140. 496.50 498.75 498.58 499.48 0.007425 " 5.01 318.30 163.02 0.78 Rch ea 31„x -� Pa1 2140.00 495.06 49180 - 498.80 499.29 0.004441 4.65 382.41 167.79 0.60 Reach`` I ti3 P P,O-1 2140.00 - 492.07 497.53 497.10 497.99 0003980 - 5.75 394.09 166.57 0.63 Ra` ligl' 29 ; ft.aga - : 2140.00 491.38 497.29 497.20 " 497.90 0.006319 6:65 340.40 162.48 0.77 Reach T� 281' 1 ^p'_.' -' y 2140.00 492.49 497.26 497.26 49734 0.005729 4.48 393.91 22125 0.69 R a h . ,, 2. F , _ 2140.00 - 493.08 496.94 496.94 497.31 0.004035 4.48 443.54 23132 0.60 [teach x 26 9 P 1 "? - 2140.00 492.85: 495.94 495.94 496.24 0.001902 2.87 503.49 191.41 0.41 R�acfi;1 ' 25 .0 e 2140.00 492.23 49430 494.18 494.59 0301463 1.94 517.25 184.77. 024 Reach -14 24,.x0 P 214030 49116 49162 493.62 Be 494.41 0.010344 7.89 " 304.15 185.76 0.99 ach 1;? t 23 Pt, ' t " 2140.00 488.30 492.37 492.37 493.33 0310204 106 274.54 148.98 0.99 9e44Ma 0 teiMS .Pe.F 1WMn 214030 48335 48901 489.01 490.16 " 1009410 8.78 254.19 111.12 0.98 Reach 1 t 21 rxE Plglf.- ,- 214030 477.61 48148 48148 485.01 1009362 193 21161 " 70.36 130 twin .022an mow. 214030 474.94 479.78 479.78 481.12 0.007918 938 237.78' 93.94 0.93 Reach 1 + 19 r..5 PF tr �:CK 214000 470.70 477.00 477.00 478.81 0.008674 10.79 198.24 54.59 1.00 R Reach 1 i 18'. y�= maw €. x ; 2140.00 467.45 47 475.29 47726 0.008953 11.24 19032 48:52 1.00 AC: x 17': . p M , 2140. 466.87 472.86 472.86 474.31 0.009476 9.65 221.79 76.97 7.00 ReacIj 1 16'= ' P E .7... ' 2140. 465.22 470.42 470.42 471.57 0.010243 8.63 246.03 108.89 1.01 moot 1 5 y ma & 2140 465. 469.66 • 469.66 470.66 0 010500 8 05 265.90 132.62 1.00 0141 ti .l 14 3 u.3? - PF ' x 1 .! 2140.00 463.36_ 467.89 467.89 468.54 0.011452 6.80 334.94 25439 0.98 Reach1 )3F s PF] 4 .'' 2140.00 458.30 - 467.53 467.53 467.57 0.000084 0.82 1298.98 181.64 0.08 Reach 1 1 sy' i f 2140.00 460.11 466.00 466.00 46635 0.000111 0.81 1186.51 187.08 110 *gem mango PF" m _ = 214030 459.80 465.52 46532 46157 0300113 0.68 118238 19112 0.09 ' Reacl9'1 "" ginfad PF'(r 214100 458.35 46430 464.80 464.86 0.000144 122 1084.82 165.66 0.11 Rach 1; 9 _.. PF1.S? 214030 457.53 46161 46161 463.68 0.000180 1.38 1010.85 163.86 0.12 Reach.j ;, 8 . PF 7 ; i ; : 2140.00 456A5 462.29 462.29 462.36 0.000177 1.29 100737 160.79 0.12 Reach :1 tilt-Z. PF,1., k k- 214030 454.91 46132 461.32 46138 0.000123 1.02 112111 161.25 039 1.§0740 � 6 P� 1. ,. 2140.00 453.28 460.76 460.18 46023 0.000109 1.00 1162.27 159.08 0.08 ac Reh 5 ° PF�4U.1 2140.00 45237 458.96 458.96 459.02 0.000132 1.12 1099.11 162.38 110 ch Rea 7 4 PFf1 ; 2140.00 452.24 457 45733 458.00 0.000201 1.33 978.33 169.53 0.13 . Reach t 3' PF 1:` 214030 45130 457.00 457.00 457.09 0.000299 1.72 672.62 166.96 - 0.16 Reach ',1; 2 PF 1r - 214030 44194 456.17 45117 45630 0.000522 2.34 741.91 166.87 0.21 Reach,1 ' 1 0.1 - 2140.00 449.00 455.74 455.74 455.91 0.000739 2.29 653.43 156.18 0.18 A HEC -RAS Plan: run 14 v001 River. RIVER -1 Reach: Reach -1 Profile: PF 1 eg cm alcignfiutistafitta tEdiVtatIninktiak MEWS '&1111014 E G Elev a E:61 Slope a Ve�„Chni g EIoW P,rea; r T6p:wkwi. FroLde # Chl ua 7 g swims w(y)m a vo r..(ff ` ter fj i efIf} ?°^,sti(fus -.:x i(SAyt) SISTIM CligatiVIA mom. :away= Pa.yf`f. 6260.00 558.09 563.25 56325 564.59 0.008625 9.53 684.89 248.59 0.97 ` Reae t_ bk. fist' p te; 6260.00 555.39 560.70 560.70 562.12 0.009278 9.57 655.20 230.31 1.00 ,Reach- ...,:,.TA ;P1t=,.; 6260.00 55121 558.68 558.68 560.10 0.008410 1024 664.06 222.92 0.98 13eacJ fin ral , pF 6260.00 551.03 556.53 556.53 558.00 0.008715 9.76 648.81 220.84 0.98 Reac - W=`.a 6260.00 547.68 55139 55139 554.87 0.009132 9.77 640.54 214.38 1.00 f?eams x,211 1 4" 6260.00 544.58 55043 550.43 551.80 0.009433 9.51 666.21 240.55 1.00 Re clkWi16. M PJjL�,-, 6260.00 54236 547.44 547.44 548.85 0.009647 9.43 658.52 237.06 1.00 Reefcfi 1m rims s p: 1`' ,, 6260.00 537.56 545.19 545.19 546.52 0.009449 9.55 677.62 25135 1.00. Rtalfen tiliMe. tRRIS25 . 6260.00 53426 543.26 543.26 543.84 0.002410 6.05 1021.01 249.12 0.53 Meek 5r . 7 oat ..1.03 6260.00 532.99 540.38 540.38 540.90 0.001762 100 1101.54 24046 0.45 ReacFN,, 14$ - m .t WNW 6260.00 531.72 538.08 538.08 538.71 0.002180 4.94 1015.42 235.56 0.49 ARAM l.3f� ' cs - PF,�.1' 3 u 6260.00 53048 53422 53422 534.80 0.001075 2.50 1124.98 215.87 0.32 Wean ;12 ° jigisou 626000 52843 531.81 531.81 532.52 0.001274 2.61 1019.79 196.87 0.34 Ara .M. maws. 6260.00 526.24 52949 529.49 530.16 0.001445 2.91 1018.78 194.23 0.37 .1 I f`r I PF ].' �„ 6260.00 524.85 52724 52724 527.73 0.000926 1.70 1'165.65 207.31 0.27 Reach 1 ' 9ga), PF 1#'ror 6260.00 519.12 522.16 522.16 522.41 0.000354 124 1610.61 21323 0.18 Reach j1gg 6' PF1,;` oa 6260.00 51102 51743 51743 517.82 0.000719 1.90 1302.34 216.38 025 R4,51.1' gl it2,4 PF.1 > f = 6260.00 508.86 51134 51134 514.23 0.002125 2.46 888.00 217.16 0.41 • Reach tr`j 6t..l *. PO: 6260.00 507.90 509.68 509.68 510.46 0.003092 2.04 950.05 339.38 0.45 Reac1 t; PFfj�,�'{` 6260.00 50423 50623 506.23 507.46 0.007955 3.47 735.12 318.87 0.73 1each?{g ;sm.-fat tovhet6 6260.00 498.36. 505.56 505.56 507.16 0.012594 8.55 627.94 262.12 1.081 Reach,.`1 at .3," -. " . PFis 6260.00 498.93 504.55 504.55 505.48 0.008654 6.44 826.66 395.88 0.88 Reachlw 2761140 :Efyile,W, 6260.00 498.47 502.90 502.90 504.26 0.009573 8.64 669.83 245.34 0.98 ,Iachn1) 1 O ., _ , 6260.00 498.28 501.01 501.01 502.40 0.007918 6.78 . 683.79 237.64 0.86 • HEC -RAS Plan: run 15 v01 River: RIVER -1 Reach: Reach -1 Profile: PF 1 Reach"`'„ agatat rat-lifireg adozrin „_Muz,Cl EI gW Si=Eleiik MOW W $ E G EIev . 3Q Shope &MAIM _ Flo AteaI Mt6 Width S Fro00'10h , MPS v ,, NE MOM :WattiM MOM -x it *MOM Iwsj % art (H)r ', - i WM• max= mon, ‘,14:Arwm 860.00 55147 55143 558.43 556.68 0.002720 2.90 226.77 132.60 047 Rea 4t,'_`1r�"2 P., EMti- 860.00 554.04 554.75 554.75 554.88 0.000735 0.62 30327 124.55 0.19 Re `ach .-1„ fa Petim 860.00 552.66 55134 55134 55137 0.000116 024 567.04 135.13 0.08 Meh�,1 ` 30 ., i P Ya �s: 860.00 545.69 552.64 547,09 552.66 0.000027 0.61 93136 141.81 0.06 R ach_i y , s . 9 re pawkw, 860.00 54121 552.64 545.53 552.66 0.000019 0.63 1062.83 147.57 105 Peach -_ 28 Pa1`fi` ` t 860.00 55244 552.65 552.65 552.65 0.000009. 0.04 1423.00 174.09 0.02 Rea lra,1 2 . � tE,51 b 860.00 550.04 550.59 550.59 550.59 0.000011 0.07 1368.63 182.67 0.02 Reae )_ o. 26.E F . 860.00 544.64 540.07 535.75 540.16 0.000319 353.15 70.79 0.00 Rear c t�-�1; -„ 25''"M - '! 860.00 54322 540.09 534.66 540.14 0.000161 469.63 8427 0.00 ReaeC�.2� ' 2 ,,, s Lamm 860.00 53176 540.10 540.10 54114 0.000135 0.47 55188 160.51 110 ReacKi, 23'.rt'� PF"x --' 860.00 534.30 537.28 53728 537.36 0.000405 127 41109 177.31 0.19 Reach'1 .' 22 ; x ; + ' keir 86000 531.39 534.07 534.07 534.94 0.010939 7.49 114.87 6526 1.00 Reaeh�"-* 21 I 860.00 528.56 531.32 531.32 532.17 0.011228 7.42 115.90 68.55 1.01 moon a S . ki 860.00 52548 528.75 52175 529.62 0.010920 7.48 11102 6184 1.00 8,0, up prjem mrati 860.00 522.30 52119 52119 525.89 0.011540 6.71 12120 9130 0.99 Reacp,a 11..„,B. -1� `.; 86000 51183 521.73 521.73 522.34 0.011921 6.36 13151 116.18 199 EiRegstm 17 *1s` masts 86000 51422 517.60 517.80 518.42 0.010984 6.32 136.02 10021 0.96 IATO s 16s re , . ; rr.- 860.00 512.57 514.74 514.74 514.87 0.001614 2.11 30606 191.13 0.35 #0.0 r m . Pmr., `. 860.00 51024 511.89 511.89 511.96 0000427 1.06. 44131 189.84 0.18 Raclin 1 im l + tzw 860.00 506.34 508.54 508.54 508.72 1001862 1.45 274.43 197.38 024 R acr -ilT 'F `I3s0- .t IM P-,,„701 f „70` 860.00 504.73 506.03 506.03 506.42 0.010256 137 180.84 212.63 0.80 Rgdch'4 1erm's" ,. mum 4 860.00 502.78 503.94 50194 504.32 0.013778 4.80 174.18 221.99 0.98 RI riditAM itikVffig ivAtIVA 86000 50021 50120 501.90 502.34 0.014143 5.33 16121 18625 1.01 wawa, - wimp 860.00 497.76 499.85 49185 500.39 0.013336 191 145.63 13171 1.02. Reach 1 9'u' j rifiatie6 860.00 49133 49723 49723 497.93 0.012374 - 620 138.65 11524 1.00 Reach 1 m AgArg tutalka - 860.00 493.42 49641 49641 496.58 0.002069 133 25823 14226 0.44 14ach,11 7 ,' MI ? 86100 491.01 494.17 494.17 494.33 0.001931 127 26329 14241 042 Reach = 6 e * PF 860.00 490.19 492.34 492.13 492.81. 0.007737 149 15622 110.33 0.81 Reach,1 ef.a5ON PF 1„ _ 860.00 490.21 492.07 492.07 492.61 0.012633 5.89 146.00 133.66 029 Reac71 4 PF`t-W } 860.00 488.22 49048 490.48 491.03 0.012904 5.95 14421 132.19 1.00 Reach 1 3 'F-1 860.00 485:87i 48158 488.58 488.59 0.000019 026 1133:14 193.88 0.04 Reach 1 2 _ 1* r 860.00 482.50 486.15 48115 487.01 0.010991 744 115.57 66.84 1.00 Reac0=1. 1 PF;11 860.00 476.97 480.31 480.31 481.28 0.010708 7.91 108.66 56.12 1.00 HEC -RAS Plan: run 16 v01 River: RIVER -1 Reach: Reach -1 Profile: PF 1 v ., �. Reachb';Y UMW ,,�..,rofirez "r `�"Q3otaT '1"` em-sW Sto5, gCnfl?A! -S« acrd Elev -' "rE G Slop tUel`Chn c FIow A ' rt WiM goocktic tag rtiWat Wa yart t(t n -' tliE ... ,'� (ft MOM MAW (sa ft3 k .(H1'"`_ a;i; . .� r - 440: �1-� 2 0�` 0 QF�ww. 2850.00 508.09 509.30 509.30 509.39 0.000234 0.50 1166.57 201 0.12 Reach §1, , MIEN PF W F 1 2850.00 505.99 506.62 506.62 506.78 0.000583 0.60 887.37 202.15 0.18 Reac :M EM h, 18 � �+ Pa ,� . 2850.00 502.46 503.77 503.77 504.17 0.001720 1.66 59421 � 208.74 0.34 wpm mime Q . mi 2850.00 498.52 502.58 502.08 502.73 0.000516 139 936.29 208.40 022 :M O 7 a tfi � 'Fx1? 4. 2850.00 497.12 502.58 499.37 502.72 0.000371 2.41 1011.73 199.39 021 F7eacttl 1 _. sr : TO)) E4- 2850.00 497.45 502.49 499.89 502.70 0.000713 3.20 787.97 172.00 029 wows ' riM ,- eelm' _ 2850.00 501.51 502.50 502.50 502.67 0.000726 0.78 865.57 262.43 0.21 Rani 1 ' Tat t, 2850.00 494.96 501.92 501.92 502.09 0.001051 3.34 853.90 277.43 0.34 ' React? '�' h2 terl. 4 K 2850.00 500.04 500.48 500.88 0.002834 1.01 565.68 234.07 0.37 Reach 1410 R PSG # 4. , 2850.00 499.72 500.52 500.23 500.80 0.001610 1.00 680.08 235.47 0.29 Reach 1 „ i L:wi, e 65,.5.r;4:-,A„:„; ; 2850.00 498.81 500.49 499.25 500.77 0.001308 1.88 697.93 225.60 0.32 Red 1 9 antraft 2850.00 498.86 499.58 499.58 500.51 0.009234 2.84 377.92 210.92 . 0.74 Reach 7, � g-E T5 PF 1n" , „ 2850.00 498.38 499.08 499.08 500.01 0.009967 2.72 374.86 209 0.75 Reach;; K: p �.yte.c 2850.00 49420 498.41 49841 499.38 0.010430 7.63 364.45 187.39 0.99 Rea63361 6 i>r p Po`" 2850.00 493.69 498.38 498.98 0.004711 5.43 480.39 213.34 0.67 React ji,+ MAW pa'ia +'s. 2850.00 491.85 498.47 498.47 498.83 0.003163 4.85 58725 250.14 0.56 ReacWi ''48 4 y ma :10,figUa 2850.00 493.34 497.55 497.55 497.75 0.001527 3.59 794M4i 308.94 0.40 Reach 1.xy`7 :mom PF 1 z `te _ 2850.00 493.40 496.72 496.72 497.00 0.002243 3.63 673.77 275.76 0.46 Reach 1 2 :'.4,.6i P,F1t_`' 2850.00 49222 49554 495.54 495.97 0.004000 4.56 545.90 247.63 0.60 04c154" 1 ,�>. PF 17; - - 2850.00 490.57 495.33 495.33 495.59 0.001697 4.15 703.41 241.02 0.43 Appendix E. HEC -RAS Cross Section Data V `- 0 N - 0 ,,- r- i ,- _ C LL u_ , u_ C N !n I N C (L U.. Q 0 C U o o °� a a- +n. > ♦ a) c J U Ue _1 • m CO U Cl) l ( � J N W I W j U M (n N - ( - N r - N �` O d) co - O N co O G M o G IC? o -o o co N N Q- co co G G _ � G C O C C 47-9 CO - O CO a- _ 0) Q_ - N co O _.... t - O a+ a) co - a ) c O Q _ C o o _ O O - Q. - _ _ O N - > ` In > o o _ a) 0 - 0 - Y Y O 0 - O - 0 _ O V .. .. ...._. 0 0 N O 0) CO 1� CO 1.0 0 O CO V N 0 W` .. (O O 0 O CO O) a) CO 0) 0 CO a) 0) a) 0) 00 0) 1O (O 10 V V V d V (O 7 d' V • 'cY 't V (4) uogenal3 (4) uo4enal3 1 1r m Tj C m LL a ± D. o > 0. a } a • >. .. J W i U J J w U. i •Ur J ( 1 1 U m ir) (f) O _ (MO p - � M (( _ N • i rn - o - o M O _ M O p - > > O (0 O _ N c - Y. _ N m c co - O O N N = C C C C O co m as Q_ - �' Q_ - (O U (1) - O N O O M E _o E 0. o - 0_ O - 0 _ N N - > - - a) 10 > O Lc) 0 _ 0 - o O - O - U O 0 O a0 co �Y N 0 CO (D V N N 0 CO (D a N 0 O O 0 0 0 a) CO 0) a) 0 0 0) a) a) a) a) co (n 10 (o co d' v v V - (n 0) v a v - v (u) uo4enal3 (4) uo4enal3 a H. a m a r .- j w rn a s . o >._ a) 0 a }a = > ® co J. W 1 U o a m J W "m • 0 J o �v m o o 1.r) 0 N o0 O o ? N CO C7 O O) Q) O o ILA N M N o O O C C (6 (6 a o a o N N in C C /• i o C O C C C 0 O f6 m as t a) ch (n E • (4 O O C C O CN N o C Q. Q O o N In > o a Y Y O o O o U o U o V' o LO 01 0 N N (0 o CO CO V• N O co CO t0 t0 LO LO 10 (o t0 t0 Cr Cr cr V Y st V (4) uogena13 (II) uol;enal3 o I . a m C LL LL I. 0_ C �° 2 Uj a rn a a la o >�_. W a .aIa- =( J w .. f U C7 m J W m j— C� m co in o Lo N co T N o o M M c7 O o N N ,-- N c) I o C C as a o co ca a O LO N N C O 0 C • N O _ � y ro o r) n 0) 0 0 _ o O co a) G' C O E E o o u-) > O o 0 Y O 0 0 _ 0 . 44 0 0 0 0 tf) 0 (t) 0 u) 0 1 CO CO V N - 0 00 (0 (0 (0 (0 "7 V CO c) N O O O O 0 O O) to 10 to to t0 ( to in t0 (n t0 in to (u) uogena13 (u) uol ;enal3 a r v `4 p r r l r N C Q LL . a l L.L. 7 a) C LL LL LL C N (n O J W! U m W V J m CO N o O CO N I - o LO Cii M co r •O O O. O CO in N rn o r i rn U N N U O -O co co O o _ N : 1 . V O O r N p ,co_ 0 C ` -10 0 M O a C co co C ) y0 N CO a a co o o o C O a) r N E M o a ° li 0 a > i `n > `n m a) - 0 O • O M ' O 0 U 0 U b o 1!) o i� CO CO I to co V o N 0 ,- 0 LO 10 L 10 LO 1r) co ( i '0 to (u) uol ;enal3 (4) uoi ;ena13 I c LL LL 1 LL C d co Ir o m 0 a a a >e o Y 11) a. a- a 1 Q• > >o_ N ± w a) c r3) i o i -ou ,°n iy [ ; u7 l _ - col t - . N o CO N - N CO V co O O _ ` C _ _ E - o (a CO N . CL a 0 -o C O c C 0 E - - E CL - - - O M _ - > N o _ O 0 co Q co Y ` O O - O 0 U t 1 o U `� O c N 0 CO LO LI) l!) CO o (0 � co (0 10 10 cn 10 O CO (4) uoi ;ena13 (4) uolaenal3 as as + > • 013) 0 -J 0 1 a U m _ to ..1 W ;U CD T . v) co co o 0 N c..) 0 0 o M N M M r - s — O O _O N N In N O - > CO > M C O O C - (0 CO o o O N N a CO . r C _ .. 0 C - •O C C to . o N -Lo o — m c0 m 0 c ° - N O E M CL °- Q - 0 a > i N > o so ❑ o - Y Y - O O O O U o 0 "" 0 In 0 lO 0 0f) O , , , , 0 CO v N- v v v v - v v -4 v v v (I}) u o gene 13 (g) uogenao v ca v ra C LL u- I u_ c N CO C LL. U_ ILL c N (n 0) n a j a ° a s c rn n 0- } a o > .... J W I ( �j C� - m w j_ 0 m I U m LO O to o N oM 0 + M N co M o co CO r O O Er) Lo O LO N N > C C @ (0 M CI V I N CO r C L O c 1 _ . O o 0 (13 c6 m -- t co O O O r C O � N N a E o o 0 a) > n ❑ p Y . O O 0 0 U o U o st N O CO Co -4 O In O Lo O N n n co O co n co O En LO V 'd' V V •• V ct <t V V 7 (11) uogena13 (i) uoi}enai3 V, i c u_ LL LL a co a LL LL I LL �c N co a) a a _ a ` > • CO a a } a > > 4 ), al -) Lu I U 0 J m w I U 0 J m N f O - O O c o i N N T . N.- o m - rn o to in (f) O - N ((•) N 0 O > > C 2 -O O N a N co co O L co C ( O N O CO (11 - (n o- m (`) - O C O - O — co a) - a) E E co... O - O To o a) _� > o ❑ _ ❑ Y - - O i - O O 0 0 U � , , ' , ,. , - 0 0 0 N O c0 (0 st N N O (O V N CD 0 C CO (O V O O O) 0) O) 0) m a) co co CO CO CO r N- r in (0 V 'ct ,r a d- V V V V ' , t d' (4) uollenal3 (j) uouenal3 C LL LL ILL C ,„,a) U) C LL LL 1 LL C N CO T a a aIa o >•.Y 0 a. ato _ > ®Y J W ? I U o r m J W i -9 J 3 ■ 1) O co O c„, ( CO CO ---. T CD -Cr') 0 Ln N L[) N (f) N O M • O 0 o > t C C (>3 O N O a N N co co S a f . - (n a co M O O O C o C 0 O a) O () ❑. O O a� ❑ a) ❑ _. (h O O o O •o O U o U o co W (o -t N 0 CO (0 t O O CO - (.1 O O O O O O 0) O) 0) O 0) O) 0) O) O) 10 (1) (n U) (0 CO •ct , t V (0 'V' V V 'Q (u) uollena13 (y) uopena13 a j a m -0 T `' r m a, a a +a = > ®Y ca a Li- L is S y 0 1 = ° a) c t)) j o J W U J m J W i U 0 J c O N - N _ a M M CO CO OD r': _� .1 - Lo N N N O O > > C - C _ O - CO — t O N M o _ N d O N o r- N C C t : 7 O C ` U O O c C O C O CL R O c0 1; ' f 1 co -O o ai o - o ° N O o_ co o_ M _ _ O o N > O N > Lo 0 0 _ __ - O - O v 4- v v v v a v v v v (4) uol;ena13 (4) uogenal3 c a u- a c „9 co cu C a W I u- c d CO J 0 u) i ° c rn a a' o a�i• N CO o o `n 0 O O O O N O r r N O) ........ T o , O 0 0 N o N N .., N > C C CO O . CL ° N o N N N ON O C C i co 7. 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IL c N to c C u_ I u_ c N N a a fa o >•� d a a Ia > >0Y ( j U m w iV m O o o p o O T M p o N N M 0) CO 0-1 O o CO N M N to O N O C C CO Cp Q O 1 O p ON p �£ �' o C O C x v ii O ' O C o o E E Q a O O (1.) M N a N 0 q 0 M _ O O o O O U o U o co f` co N V M N O CO V N O co co V r-- ti N. ti r n CO o CO CO N N N ✓ v "Cr 'Zr v v v v v v v v v , t v (4) uogenee (4) uoilenaI9 i SCS Project Number 64a-2 1 AN INVENTORY SURVEY FOR 29.389 ACRES IN KAHULUI 2 NORTH KONA DISTRICT, 1 ISLAND OF HAWAII: Investigations into Settlement Patterns in 1 the Kula Zone of the Kona Field System Near Kailua [TMK: (3) 7 -5- 017:40 and 41] , l J Prepared by: Glenn Escott, M.A. 1 Thomas R. Wolforth, M.S. . and Jon Wilson, B.A. ,April, 2008 1 J Prepared for: 1 Brian R. Cook 78 -7021 Kewalo Street. Kailua -Kona, Hawaii 96740 1 S CIFNTIFIC CONSULTANT SERVICES Inc. 1 / « « « «.a::« ll:LI;; r ,Mgt 1+r:::::::: :: °°e�: ::°::: Y::e �: "ALL. ":::�. ::::::: � ' � - , ... «.. HAWAII 711 Kapiolani Blvd. Suite 975 Honolulu, Hawaii 96813 1 • Copyright © Scientific Consultant Services, Inc. 2008. All rights reserved. APPENDIX B i l J ABSTRACT I Archaeological Inventory Survey was conducted within 29.389 acres in the ahupua `a of Kahului 2 North Kona District, Island of Hawai`i, TMK: (3) 7 -5- 017:40 and 41. There are 30 archaeological sites in the project area. The sites and features are the kinds that typically occur J within the Kona Field System, within which this project is situated. In addition, there is one cave that has been modified extensively at the entrance area (State Site# 26602). There are also three burial areas within the cave (State Site# 26620, 26621, and 26622). t significant for Criteria D only, Twenty six sites are evaluated as sig y, and no further work is 1 i recommended for these. Cave Site# 26602 is evaluated as significant for Criteria D and E. Data J recovery is recommended for a limited portion of that cave. Burials Sites 426620, 26621, and ■ 26622 are significant under Criteria D and E. These sites will preserved as determined in a J Burial Treatment Plan yet to be written. i ,.J i ( J l J 1 . l 1 l I ii 1 TABLE OF CONTENTS ABSTRACT LIST OF FIGURES IV LIST OF TABLES INTRODUCTION 1 PHYSICAL SETTING 1 CULTURAL SETTING 1 The Kona Field System 5 Pre-Contact 6 Post-Contact 9 The Mahele 11 Archaeological Investigations in Kahului 11 Expected Resources 13 METHODOLOGY 13 FIELD METHODS 13 LABORATORY METHODS 14 ARCHAEOLOGICAL INVENTORY SURVEY RESULTS 14 CONCLUSION 61 DISCUSSION 61 SIGNIFICANCE ASSESSMENTS 61 RECOMMENDATIONS 62 No Further Work 63 Data Recovery 63 Preservation 63 REFERENCES CITED 64 APPENDIX A: RADIOCARBON DATE A APPENDIX B: PROJECT AREA MIDDEN APPENDIX C: TRADITIONAL ARTIFACTS APPENDIX D: INVENTORY OF IWI KUPUNA 1 LIST OF FIGURES Figure 1: USGS Quadrangle Map Showing Project Area. 2 Figure 2: Tax Map Key [FMK] Showing Project Area. 3 Figure 3: J.S. Emerson and S.M. Kanakanui (Reg. Map No. 1676) 4 Figure 4: Kona Field System as Seen From Kailua by Miss Thurston in 1840 (Schilt 1984:9). 6 Figure 5: 1924 USGS Kailua Quadrangle Map. 10 Figure 6: Relevant Previous Archaeological Investigations. 12 Figure 7: Project Area Site Location Map. 16 Figure 8: Project Area Overview Photograph. View to Southeast. 17 Figure 9: Site 26593: Northeast (Interior) Face. View to Southwest. 17 Figure 10: Site 26594: Overview of Interior Face. View to East. 18 Figure 11: Site 26594: North Face Wall Construction. View to South. 19 Figure 12: Site 26597 Planview 22 Figure 13: Site 26597: Southwest Side of Enclosure. View to Northeast. 23 w Figure 14: Site 26601 Planview. 24 I Figure 15: Site 26602: Overview of Cave Entrance. View to Southwest 25 Figure 16: Site 26602: Planview of Sink. 26 Figure 17: Site 26602: Planview of Cave. 27 Figure 18: Site 26603: Overview of Wall Surface. View to East. 30 Figure 19: Site 26604: Overview to Northwest. 31 1 Figure 20: Site 26605: Overview to Southeast. 32 Figure 21: Site 26606, Feature 1: Overview to Southwest 33 Figure 22: Site 26606, Feature 1 Planview. 33 i Figure 23: Site 26607: Overview of West Side. View to East. 34 Figure 24: Site 26607 (TS -19) and 26610 (TS -26) Planview 35 I Figure 25: Site 26607: South Wall Exterior Construction. View to North 36 ■ Figure 26: Site 26607: ST -2 Post - Excavation Photograph. 37 Figure 27: Site 26607 (TS -19): ST -2 Post - Excavation Stratigraphic Profile. 37 i Figure 28: Site 26608, Feature 23. Overview to East. 39 Figure 29: Site 26608, Feature 23 Planview. 39 Figure 30: Site 26610: East Face Construction. View to West 41 Figure 31: Site 26610: Surface Paving. View to South. 41 Figure 32: Site T26610: ST -1 Post - Excavation. South Wall Profile Photograph.View to South. 42 Figure 33: Site 26610 (TS -26): ST -1 Post - Excavation. South Wall Stratigraphic Profile. 43 Figure 34: Site 26611. View to West with 26610 in Background. 44 Figure 35: Site 26612 Overview to Northeast of Makai Face of Enclosure. 45 Figure 36: Site 26612 Overview to Southwest. 45 Figure 37: Site 26612 Planview. 46 iv - i Figure 38: Site 26612, TU -1 Post - Excavation Overview Photograph 47 Figure 39: Site 26612, TU -1 Post - Excavation Stratigraphic Photograph 48 Figure 40: Site 26612, TU =1 Post - Excavation Stratigraphic Profile. 49 Figure 41: Site 26612, TU -2 Post - Excavation Stratigraphic Photograph. Figure 42: Site 26612, TU -2 Post - Excavation Stratigraphic Profile. 50 Figure 43: Site 26615 Planview. 52 5 ( Figure 44: Site 26615, Feature 2: Overview to Northeast. Figure 45: Site 26615, Feature 1, ST -4 Post - Excavation, East Wall Photograph. 54 Figure 46: Site 26615, Feature 1, ST -4 Post - Excavation Stratigraphic Profile. 54 Figure 47: Site 22618 Pre - Excavation. View to Southeast. g Figure 48: Site 22618 Planview. 56 5 Figure 49: Site 226186, ST -4 Post - Excavation, West Wall Photograph. Figure 50: Site 22618, ST -4 Post - Excavation Stratigraphic Profile. 58 5 Figure 51: Site 26620 Planview. LIST OF TABLES Table 1: Most common types of vegetation within project area 5 Table 2: Inventory of Archaeological Investigations in and around Kahului and Puapua`a 11 1 Table 3: Inventory of Sites in Project Area. Table 4: Site 26608 features 35 38 Table 5: Site Significance and Recommended Treatments. v 1 INTRODUCTION 1 Landowner Brian Cook proposes to develop 29.389 acres in the ahupua `a of Kahului 2nd, North Kona District, Island of Hawai`i, TMK: (3) 7 -5- 017:40 and 41. Scientific Consultant Services (SCS), Inc. conducted an Archaeological Inventory Survey on this property to identify I and evaluate historical properties pursuant to state cultural resource management regulations (HAR § 275 and 276). The project area is a trapezoid (Figures 1 and 2) with the west side adjoining Kuakini Highway. The east side is a north -south fence line. The north side is along the boundary between Kahului 1 and 2 The southern project boundary' is at the boundary between Kahului 2 and Puapua'aiki 1 (also referred to as Puapua'a 1St) PHYSICAL SETTING The project is approximately 350 to 440 feet (106 to 134 meters) above mean sea level. Lava flows are from Hualalai, and are over 10,000 years old (Wolfe and Morris 1996). Soils are shallow and intermittent across the project area. The names of the two soils identified in the project area, Punalu`u extremely rocky peat and Waiaha extremely stony silt loam, exemplify the geomorphological setting of the area (Sato et al. 1973). Rainfall is meager, at less than 0.9 meters (about 36 inches) annually now, and fresh water was notably sparse in the area in early post- contact times (Ellis 1969:73; Thurston 1821). The first missionary family in Kailua, the Thurston, living there from 1820 until their deaths (1868 for Asa and 1876 for Lucy: Piercy I 1992:54 -55) commented that the inhabitants generally use brackish water which they find near the shore; or the water that is caught in the rocks; but the chiefs send back several miles for the I water which they drink, which is found fresh and cool in caves and natural reservoirs (Thurston 1821:21). i Heavy rains can occur at flood levels, however (Schilt 1984). Greater amount of soil and { higher rainfall sustained forests above Kailua into the late 1800s (Figure 3). I The present condition of the project area reflects historical and current cattle ranching of the land. Alien species dominate the landscape (Table 1). CULTURAL SETTING Kona is divided into two sections: North Kona or Kona `akau, and; South Kona, or Kona hema (Maly 1996). Kona `akau was further subdivided into north (called Kekaha) and south (called Konakai `opua) areas with the division between the two at the ahupua `a of Keahuolu. The project area is in Kahului (nine ahupua `a south of Keahuolu) within the area of Konakai `opua in Kona `akau. Kahului means "the winning" (Pukui et al. 1974:67). 1 The TMK map shows the project in the ahupua' a of Kahului. The USGS topographic map shows it within the ahupua `a of Puapua`a. It is assumed that the TMK map is correct. 1 I 1 l 1 Pre - Contact The kula zone is the area from sea level to 150 meters above mean sea level (AMSL). Annual rainfall in the kula zone is 75 to 125 centimeters (Figure 4). This lower elevation zone is traditionally associated with habitation and the cultivation of sweet potatoes (uala), paper mulberry (wauke), and gourds (ipu). Agricultural features, such as clearing mounds, planting mounds, planting depressions, modified outcrops, and planting terraces, are common throughout much of this zone (Hammatt and Clark 1980; Haminatt and Folk 1980; Haun et al. 1999; Schilt 1984). Dwellings can be scattered throughout the agricultural portion of the kula, but they are commonly concentrated along the shoreline subdivision of the kula zone (Cordy 1981). The j shoreline zone, extending inland approximately 200 meters, was used primarily for pelinanent habitation and other non - agricultural activities, such as canoe storage, ceremonial and burial practices, recreation, and fishing- related activity. - ::-'— - _ _ _ _ —_ . _ _ _- • r~, n PROJECT AREA i � ; : _ ' :.. JUSTTOTHE 9 ' ' : = r" 'r` RIGHT OFTHIS FIGURE Y r+y � t ett, M 7 . WIC t , s y o7Ff f `` y §r If l . rr.k 'FPr yr h s+ �A „'. 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R'kr � , t 3 1 sy i1�r#$ "1 r } 4 ;FR # a.,r ;..w.. , : , , J. t f f. r ♦b Pv - + F1 i'/r,7! r+�j,. . F Sr l'i 7'T l! S' *—� �.p �]c�' e ,f P ♦ . CF:.�,- • 1 - -.V l''nR ;i- R'k ��/ � }. ��� • � �tt k t ; � �t� L r � * �C ^ �v . 1 ' � I 1 q d , .k ,f ,, k t, '. . l• 1 :70 *G ij f^ . if b A:. M .. `Giw_;si.:Tx' �•` "q "? ,:4 1! / >T� - 7`s- a • • ( •.i 1 ' 4' . . '1: / Yy rq f ' Y% r[ fi 11. ..y .w'cti t x':;• t :_:., :RA .Yt`, r . f �I a' £N R .•+ u1 li•: -r . 1 {F 0,-.4-14;,5-$:p;:1::: `.f .r;t ' 4 ,. i 041*; Gs ..a. fi mw1N� M ^ ! w ` �`u { t . I• t 4 7 t1 ✓ %+Y3F `t 3• . ` .. � C _ t � •,c`° ::: Jk ,c1 � : +Y* i0 6 ; <a! ;# / �N I- , r - c l riY 's. 1 S r i f f� A ,tt d� A` kt s fj �:• ,h f l {�.�y a 1 x 4 III lrc as ® v' a•1 y 'l A �t�fi }.LF �`,t�� '" .4 y . Pi ,. .. , � 'r� k4 M F r � I 1'1'4: a ti, " 1 P "I , 5 - ,. q # F 1 f _ .- i + ra .f t x u"" w' r '�S - <� '` . om * � � q fe ,: ,chi S 1 � � - >.�y .` " S ar .-•6: ::.r ii - (w=Tat.y • rs 1 y r� ; : , " y it ti v Thur – ,r a k1: 44 .),11 . 4: - . t .P. ��1 - a . . - ; '� ,., 4 .e , 1 .� f,P -, a ' s H omestead' l nn ) - anineh ed- 4iiii CiNA'I? i;air Aike3t Sr AiLI UJ'A�.: F igure 4: Kona Field System as Seen From Kailua by Miss Thurston in 1840 (Schilt l 1984:9). J Royal centers and high chiefly centers were also situated within the shoreline of the kula. These complexes include dwellings for rulers, chiefs, and the supporting populace, places of l refuge, and other structures. Single or clustered burials are also situated in the shoreline, and near -shore kula (Han et al. 1986; Hammatt and Clark 1980; Hammatt and Meeker 1979). Burials occur in caves, within finely built platforms, cruder rock mounds, and houses in the 1 shoreline, and are more often in the near -shore kula (Cordy 1995; Han et al. 1986; Schilt 1984; Tainter 1973; Tomonari- Tuggle 1993). l 6 I �� 2' 155 54 000 W 155 °58 000 W W G 584 155 °57 000 W 1 Y -f t .u' �r� l a �3 •M^ ?+En.t F s .. c z a wet.a °c O �. 1 fir $ \ « • \ 1&_ i :: <F a o �+ * / 1 Ci i t 9 y , �c,:�' ts "' 4 .� r # / 4! x \ ‚ i: 1? ( \ \ 1 4 i is d&i `z'{ N: \L r s �'e ♦1 � vywa` '� ia ptr� � T�. •{� Sk d?s.t RRR��� � -'" 1 iii k. •fi a ,iraa,lt r - r• k; c✓` qty* d�,c i� )r * �, f *; . y r . aF .r x '° t -a.. s s i.s '1 • �s 4Esx. #,J 44 a Z 47r 51i- �4 ",+.is`yi S A ��e ` I '�'V.i'�h� t% �.JtL 4 3 i ° .,} >+. \ Y K d y Y`kl *� 4�k , W . J : k" ' -` - 3J 2Ew �j, •� �+. "'�� '1,i 7& . . 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S — s hi \\D ()1 11 \311I J \ ... rtl `t` 77 1` I ' ff rt f— t Y PROJ)cTAR Ac tt 'd a ae �r r� ra +' '"'' 'f ✓. P / �: � 1 i o _ 1 r �y Jt7 9w s f� w ask y� yr' 2a $ ;Ws 3 7l . a s { q kES Cr 7 f s . r k p a * y 3 t sa 1 .y...� iG' 4 .. .�, µ{.e�7 �.2�'> r l "F Y � a �f Y G a y , / Yi� 4 + •. t,—•t �'�a''z'szzi'C a ko rr S Y� ii "`�v2b.'�Ft� � `�`'" i �' a'c: e } J t ` ► x f w a 155 °S9.000 W 155 °5.000' W WGS84 1SS °57.000' W S _ i fAaE ______�O E0 Figure 1: USGS Quadrangle Map Showing Project Area. 2 i i 1 • l ui ._ r : r Zi �1 °e, -_. •s <vu i W 1 !i /// .l 7 ) ‘Il ,i AV i4 01 T 1 ; i ti °� 1 tl �. / l'a u , 'I� t 1 ;p et.� y a i , H : et" , , u fi p . k ! E p � ;i if iL t if I i w >! - . } r � o . 4 N ' `C • i . i 1 P a t1 1 + f ~ n 1 P '� to • j k � 5 11 n max. t . tips 1,0 i l F ` • € .j a " ^� I: Z s i t t z I -1 ) d b i t 6 1 { i ti t,;, a ., I o S `O i'' i w. g ` ' , i p •f /ff j If E! x G + S t ti J I( �' � vkt ft,�i `' 4 ° Pr y � / .: ..\--.':-. ' .. i ' • : ' • 1 \ 11,1? . f 1 . ; t.: 7 �-° : ' ` 3 ProJecx grea ":,1 1 .. j • 1 is ' x r f Q f fg ' -{ , Z i l � ' 1 v , i4 � / f / 4 Vii" ,ruw gtnrr N :PP ti ? f 1 S 4 � ib a r t 3 *.• • ___________,\....,......,--- N q. i 45r .z i I y ..-----.1 \ • 1 °. ©- r -, \ e e 3 t ` J i11 z r1-7 r .r i _ . � Figure 2: Tax Map Key [TMK] Showing Project Area. l 3 I ,. • fir, f^` or v.vrror 1: •�f e . i ,,'" ? 4 ....- _,■'^(4 ■` \ ..ed" 1 11.3 ,' !� t .- ''y '. .. LAS .. - �v-. .� .• ; . . .. .i. : ; • ^ I.-. C . � . :, m r r, 1 . -- y ITT ! -"'" - • - •+ �r�-" g !. ` 4 , , r 0 ; • � t !--er • t 1 r ----' 4 , . - i ^ • i � �' ♦ !. tof+b . --- -: a.� ..i. -- P t l 137 . y " c. ,r ° . --i-- .. ' , ...___ ,_ t! 0. .' 1 ..--a - I t or' t cak � M �'4ldE[ Cra • ,mow . " ' ,' e! i011 sh k ae gititt .- -- 0 ,� hrl ri i . 0� r ,_ �--- �. < i -,. .. "ia�,q a rT70A C . , �,,.. a as #r' ,, ,�, `. -. 1 h tf pt s - 1 f i c r ti.` « • L e ...,-;- 3` - tt`5 ,: R . P rb � ect ea . :e . pe, i e 51A rr � .: i S • p apifis tit '•� ,�a '�► 14 ... W} r'°� ; . • .- ' ' 1 ,', .v + t ; ' - : : . , , , , . F,,,,,, . .".. - . oe, r ft It al f 4 ii...7 i. OA '- h t+ °A C Figure 3: J.S. Emerson and S.M. Kanakanui (Reg. Map No. 1676) 4 1 1 i Table 1: Most common types of vegetation within project area. Plant Family Genus And Species Density - air plant Crassulaceae Kalanchoe pinnata sparse cat's claw Fabaceae Caesalpinia decapetala sparse Chinese banyan tree Moraceae Ficus microcarpa sparse haole koa Fabaceae Leucaena leucocephala common 1 kiawe Fabaceae Prosopis paliida common klu Fabaceae Acacia famesiana common lantana Verbenaceae Lantana camara common 1 Monkey pod tree Fabaceae Samanea saman common opiuma Fabaceae Pithecellobium common 1 Wild cane Poaceae Saccharum spontaneum very dense Stokes (1991) includes a discussion of one large heiau at the Puapua` a (the ahupua `a adjacent and to the south of Kahului) shoreline, Kauakaiakaola Heiau (Stokes 1991:52 -55). 1 Informants told Stokes that four wooden idols representing named gods from a foreign country resided here. . Reinecke (1930:34 -36) observed several house platforms, and the Kauakaiakaola Heiau during his shoreline survey of the Kona coast. He did not proceed inland, however, and there is no mention of anything mauka of the shoreline. 1 The Kona Field System During his travels in the region in 1823 William Ellis noted that the area above and south 1 of Kailua was quite a garden compared with that through which they had passed on first leaving 1 the town. It was generally divided into small fields, about fifteen rods square, fenced with low stone walls, made of fragments of lava which had been gathered from the surface of the enclosures. These fields were planted with bananas, sweet potatoes, mountain taro, tapa trees, melons and sugar cane; flourishing - - - -- in every direction [Handy 1940:114 and 162]. 1 Rocky lands in the olden days were walled up all around with big and small stones of the patch until there was a wall about 2 feet high and in the enclosure were but weeds of every kind, ama`u tree ferns and so on, and then topped well 1 with soil taken from the patch itself to enrich it [Handy 1940:147]. These gardens have been studied in some detail, and are often referred to as the "Kona 1 Field System ". Many of the archaeological projects conducted within Kona deal with components of the Kona Field System (Cordy 1995; Newman 1970; Schilt 1984). This area extends north at least to Ka`u Ahupua`a and south to Honaunau, west from the coastline and east 1 to the forested slopes of Hualalai (Cordy 1995). A large portion of this area is designated in the Hawai`i SIHP (State Inventory of Historic Places) as Site 50 -10 -37 -6601 and has been listed on 1 the National Register of Historic Places (NRBP). The basic characteristics and general locations of the zones within the system as presented in Newman (1970) have been confirmed and elaborated on by more intensive and extensive ethnohistorical investigations (Kelly 1983). 1 5 I I I I 1 The kalu `ulu zone is at 150 to 300 meters AMSL, with an annual rainfall of 100 to 140 cm. This is a zone of cultivation of sweet potatoes, paper mulberry, and especially breadfruit I (ulu). This zone is not archaeologically distinguishable from the neighboring `apa `a zone (Cordy 1995). Based on this situation, it is currently held that the demographic patterns are the same for these two zones. The `apa `a zone is between 300 to 750 meters AMSL, with an annual I rainfall of 140 to 200 cm. This zone was associated with the dryland cultivation of taro, sweet potato, ti, and sugar cane. There are archaeological indications of peniianent habitation in the ` `a zone, but these occur infrequently (Burtchard 1995; Kaschko and Rosendahl 1987; Henry, Wolforth and Rosendahl 1996). Habitation at these elevations was observed by the early chroniclers, but many of these may have been for temporary use in agriculture, bird - catching, and timbering pursuits. Obvious archaeological expressions of burials and ceremonial areas are rare for the upper elevations (Kawachi 1989). Heiau and burial interments may be much less formal in this zone, and as such, not as readily distinguishable from habitations without excavation. Burials may be more frequently interred in caves at the higher elevations. Kuaiwi are a prominent feature of the landscape within the `apa `a, neighboring `ama `u (zone at higher elevation), and probably the kalu `ulu zones (Cordy 1995; Newman 1970). These are low, broad, long piles of rocks that serve several functions in the system. The piles are a by- product of clearing land by removing rocks from the planting soils in the fields. Kuaiwi are oriented upslope - downslope with shorter, connecting segments oriented perpendicular. Specific fields are thus marked by the rectangular pattern created by the kuaiwi. The short, perpendicular segments serve to trap soils moving downslope, creating terrace -like areas to enhance planting ( Burtchard 1995; Hammatt et al. 1997; Wolforth 1998). The presence of kuaiwi is indicative of "formal walled fields ", as opposed to the scattered planting mounds and terraces, or "informal fields ". The `ama `u zone is at 750 to 1,200 meters AMSL where annual rainfall is over 200 cm. This zone was associated with the cultivation of bananas and plantains (both called maia). The dearth of archaeological investigations in this uppei�nost zone precludes any clear assessment of 1 the archaeological expression for the `ama `u. Small, temporary habitations in support of short- teiun resource extraction and agricultural maintenance can be expected (Allen 1984; Burgett and I Rosendahl 1991). The outline of the Kona Field System above provides a rough sketch of the distribution of 1 the archaeological manifestations of the cultural construct. In general, the zones can be thought J of as bands oriented north- south, parallel to the ocean. Deviations from this idealized model occur, and are associated with environmental and cultural phenomenon discussed below. l The distribution of soils suitable for agriculture determines, in part, the locations of the formal walled fields, and the distribution of suitable soils is directly associated with older lava 1 flows. Consequently, areas of young lava flow in the `apa `a do not always have kuaiwi ( Burtchard 1995; Hammatt et al. 1994; Haun et al. 1999). Foimal walled fields can also be present farther downslope and upslope than expected in the idealized model (Allen 1984; Barrera l 1990; Hammatt et al. 1994; Walker and Rosendahl 1988). l 7 I 1 The large and densely populated royal centers were situated at several locations along the J shoreline between Kailua and Honaunau (Cordy 1995; Tomonari- Tuggle 1993). The residential areas, large and small heiau, sporting areas, and burial clusters, are present continuously farther 1 inland than the usual 200 meters for the shoreline habitation portion of the kula. Consequently, a variety of non - agricultural features are present in the kula near royal centers. I Based on the site - specific data generated by the archaeological investigations, the Kona Field System can be thought of as a series of primary bands oriented north - south, parallel to the ocean, with the distribution of the foimal walled fields deviating to the east (upslope) and west (downslope) in concert with the preferred soils (on older lava flows), and with royal center zones radiating out from the shoreline at several locations. 1 The archaeological data also provides a significant contribution to understanding how the Kona Field System changed over time. The process of examining these changes is an ongoing l one, as reflected in the various suggestions for a cultural chronology of the system (Burtchard 1 1995; Cordy 1995; Haun et al. 1999; Kirch 1985; Hommon 1986; Schilt 1984). The chronology and telluiinology outlined by Haun et al. (1999) is used for this discussion. The Kona Field System was not brought to Kona as a fully- developed system. Rather, it grew out of, and integrated with, the evolving socio - political structure and increasing population in the island chain. The first inhabitants of Hawaii Island probably arrived by at least AD 600, i and focused habitation and subsistence activity on the windward side of the island (Burtchard 1995; Kirch 1985; Hommon 1986). To date, there is no archaeological evidence for occupation of the Kona region during this initial, or Colonization (AD 300 to 600) stage of island J occupation. There is also little indication that during the subsequent period, Early Expansion (AD 600 J to 1100), much activity was taking place in Kona (Burtchard 1995: Table 3 -3). Through the first half of the Early Expansion Period,.pennanent habitation was still concentrated on the windward side. It is likely that windward residents traveled to the leeward Kona coast to fish and collect 1 other resources (Cordy 1995). By the latter half of the Early Expansion Period, pennanent habitation was beginning in Kona (Cordy 1981, 1995; Schilt 1984). Habitation was concentrated along the shoreline and lowland slopes, and infoiiiial fields were probably situated in the kula and higher elevations where there was higher rainfall. 1 Agricultural fields and habitation areas expanded across the slopes and coastal area of Hualalai during the Late Expansion Period (AD 1100 to 1400) (Burtchard 1995; Cordy 1995). The earliest fields may have been located in the southern portion of the system (Schilt 1984; Wolforth 1998), with new fields expanding northward over time (Haun et al. 1999). The development of the extensive fouiial walled fields sometime during the initial stages of the Intensification Period (AD 1400 to 1600) marks the initiation of the Kona Field System J (Schilt 1984). The development of the fields may be in part a by- product of the need to extract more subsistence resources from an increasingly limited agricultural base. The population in 1 Kona increased dramatically during this period, as reflected in the abundant radiocarbon dates from habitation structures, shelter caves, and agricultural soils of this period (Burtchard 1995; l 8 1 1 1 Haun et al. 1999; Schilt 1984). During this period, the stratified chiefdom structure becomes clearly developed in the archaeological record. Large residential complexes and heiau reflect the segregation of places and power for the growing hierarchy of high and lower chiefs, and ceremonial stewards (Cordy 1981; Haun et al. 1999; Hommon 1986). The produce from the formal walled fields were distributed to higher chiefs through a hierarchy of lower chiefs responsible for management and collection of the cultivated and wild resources. i By the time of the Competition Period (AD 1600 to 1800), the royal centers and larger heiau were in place, reflecting the growth in power of the rulers and chiefs in the region (Barrera 1971; Hammatt and Folk 1980). Resources may have reached their maximum carrying capacity, 1 resulting in social stress between neighboring groups. Hostility between groups is reflected 1 archaeologically with the development of refuge caves during this period (Schilt 1984). This volatile period was probably accompanied by internal rebellion and territorial annexation ( Hommon 1986; Kirch 1985). Royal centers are located at Kailua, Holualoa, Kahalu'u, . 1 Kealakekua, and Honaunau (Cordy 1995). + Archaeological data contributes to the delineation of habitation activities during the historic period in the Kona Field System. Nineteenth century habitation features built on stone 1 platforms are present in the kula (Hammatt and Meeker 1979; Schilt 1984). Stone platforms with clearly defined internal divisions are present (O'Hare and Wolforth 1997) and probably reflect a change in residential plans from a complex of multiple, separate, single - function 1 structures (men's sleeping, women's sleeping, cooking) to a single structure with multiple rooms and functions (family's quarters and cooking) (Ladefoged 1991). Burials with historic -era accouterments and architecture (i. e., mortar and corrugated tin) are present in the lower 1 elevations. These can be isolated structures or interments within stone platforms (O'Hare and Wolforth 1997). 1 Post- Contact The extensive land modifications of the Kona Field System were exploited and altered during the post - contact era. Walls, kuaiwi, springs, and pathways created generations earlier 1 were used and planted with alien cultigens (coffee, cotton, sugar, and sisal) and ultimately used as pastures for cattle. 1 Sugar was a major crop in Hawai`i as early as signing of the Reciprocity Treaty in 1876 (Kelly 1983:90). The sugar industry grew rapidly, and by 1899 the one and only sugar mill in the Kona area was built by the Kona Sugar Company (Figure 5). Chinese worked on the sugar 1 plantations (Kelly 1983:111). They built a railroad in 1901 to haul cane from the fields to their mill site in Wai` aha, approximately 1 mile (1.6 kilometers) south of the project area. The sugar 1 company failed in 1903, and was bought out by a Japanese company that continued the sugar cultivation and processing until 1926. 1 The railroad was bought by Kona Development Company, and was used for freight, sugarcane, and by the Hawaiian Lumber Company. Sugar was grown above the railroad line. The cut sugar was delivered to the tracks with the assistance of gravity by wire cables and 1 flumes. 1 9 1 Cotton was grown on lands below the railroad tracks (Kelly 1983:111). Cotton gins were located south of the project area. Cotton was being picked as late as the 1930s. Other plants grown below the tracks in the dryer lands were sisal and tobacco (Kelly 1983:112). l Faunal cattle ranching began in the Kailua -Kona region in the early 1900s, but wild cattle may have been in the area as early as the late 1700s. The pa `aina (`walls of the land'), native tenants' wall enclosures, were prevalent in the area, as indicated by their inclusion in many local Mahele testimonies. These were used to mark the boundary of properties and to keep livestock out of crop areas (Kuykendall 1957:318 note 76). Later, cattle ranchers built walls to control their cattle. I 11( . \ I S:No ' 5 , , e - .. •■■.‘ e , , \ . rim' r Irki \ 1 , .. it ' OR TERMINUS iK ' ' t... � 1 RAILROAp LINE ----- 43 k ' '' ‘ 4 0 11 I' A l if i l -.r\_. 1 i s'-..,f,:=:-I:, . y. 111 - n , . -4,. . .. � � . 1 I �� 06,41)2...:;11,1 \ '' \ '%\ \ , ; .,,,,., \__, ;IL ' t t / i -4-;' 'N\ •'..-;‘,'. . 'Ns itilt it it , -- o i - ' '''i' NtI 1 - % .'" ' ' 1 1 I i . ' y. ' ''' \\A ‘-'..,—; y t \ \ \,‘) t 1 t if 1 ...t .. ;,_ / ( . ' " .t *NI\ 1 1‘ , 1 Mil. itt • : / � PROJECT :ARE :: 1 1 Figure 5: 1924 USGS Kailua Quadrangle Map. In the early 1840s, cattle were said to be "maintained on the kula," a mile from the coast where the ground was "covered with herbage" (Wilkes 1845:4, 95). Cattle, introduced to Kona by Vancouver in 1794, became a nuisance later, when their numbers increased. They fed on the grass of the kula and from time to time on the thatch of Hawaiians' homes and on vegetables in their gardens. The open l upland fields, bounded only by low earth and stone walls, were in full cultivation in the 1850s [Kelly 1983:76]. l 10 i 1 Ranchers leased land below the railroad to graze cattle that they owned (Kelly 1983:111). 1 Higher walls were built in the 1920s and 1930s to control animals. According to Joe Gomes, a l longtime rancher in the area, J Walls about 3 ft high can keep donkeys penned. The usual wall is about 4 ft high and keeps cattle in. For goats you need a wall 6 to 8 ft high. For wild pigs you need a 6 to 8 ft-high wall. They climb over lower walls easily. They come down from the mountains for macadamia nuts and also in mango season for mangoes [Kelly 1983:112]. I The Mahele Kahului 2 was assigned to Grace Kama`iku`i in LCA (Land Commission Award) 8516- ; B:3. Grace Kama`iku`i was the daughter of Ka`oana`eha and John Young Sr. Her niece was l Queen Emma. Royal claimants did not routinely describe their properties in depth, so there are J no direct references to land use for Kahului 2nd. LCA from nearby ahupua `a, however, indicate that the middle elevations were relatively densely occupied and were farmed with the usual I native Hawaiian cultigens (Maly 1996; Kelly 1983); sweet potatoes were grown in the kula zone, I and other crops were raised in the `ama `uma `u zone at higher and wetter elevations. I Archaeological Investigations in Kahului ! The archaeological investigations that have been conducted within and around Kahului have generated data that support the broad patterns of the Kona Field System discussed above 1 (Table 2, Figure 6). Table 2: Inventory of Archaeological Investigations in and around Kahului and Puapua`a. Reference No. Type of Location Results Burial on work Fig 6 I Reinecke (1930) Reconnaissance Both Platforms and terraces 0 Soehren (1978) 1 Reconnaissance Puapua'a 19 sites: habitation and agriculture 0 1 Hammatt (1980) 2 Reconnaissance Puapua`a Kauakaiakaola Heiau O Schilt (1984) 3 Inventory Both Kona Field System Walker and Rosendahl (1988) 4 Reconnaissance Puapua'a 76 sites: Kona Field System 0 Robins et al. (1990) 5 Inventory Puapua`a 57 sites: habitation and agriculture 0 6 Inventory Puapua'a 46 sites: Kona Field System, 16 Landrum et al. (1990) heiau Stokes kes (1991) 7 Reconniassance Both Kauakaiakaola Heiau 0 J Barrera (1995) 8 Data Recovery Puapua'a 57 sites: added 2 burial areas 2 Haun et al. (1999) 9 Inventory Both Habitation and burial 2 Rechtman and Henry (1999) 10 Inventory Kahului 2 walls 0 0 J Rechtman and Dougherty (2000) 11 Inventory Kahului 4 habitation sites 0 Haun and Henry (2001) 12 Data Recovery Puapua'a C -shape Colin and Hammatt (2003) 13 Data Recovery Puapua'a Kauakaiakaola Heiau vicinity 0 Corbin (2003a) 14 Inventory Puapua'a 1 habitation site Corbin (2003b) 15 Inventory Puapua'a Military gun emplacement 0 Calis et al. (2004) 16 Data Recovery Puapua'a Habitation and burial sitesfs 10 Head et al. (2004) 17 Inventory Puapua'a 15 sites: habitation and agriculture 2 Haun and Henry (2004a) 18 Inventory Kahului 17 sites: habitation and agriculture 2 Haun and Henry (2004b) 19 Inventory Puapua'a 21 sites: habitation and agriculture 8 Carlson and Rosendahl (1990, 20 Inventory Puapua'a 64 sites: Kona Field System 1 • 2004) Haun and Henry (2005) 21 Inventory Puapua'a 3 terraces and 1 wall 22 Inventory Kahului . Walls 0 Johnson and Wolforth (2006) 1 �' 1 11 1 1 r - �-'°' , �, , -, fi r ,"•, ti, +..✓ d din ,p ,. � - Y> ° ` ,. ,,, fin.' 1r rte 1 # y . .. 4. • • i s' . . , 5. r +Y rl" - ^ `�,.x hr ,,,rte }- +! 4.' • W i i act ,w r e at r.1 r l Ak � �"�" .. :P:4- x (04 .. ,.., ,�' Fr -' €I V :N. , : w � .'X4.,1 "' 1 ; i � l-i .A fir ., r r a 8' -K- Y .v ,1. '1, 0 : 1 .aye' i' , :r f ? �{ , s t�- ' �r .{ v"-;1='-;:.'„,,,---'2,'...- y° • • �... �+ c �.,. Mfr ..e+a: h t ' 3 F °? a _ p. ' r3 f r . fir w , � S> r 5 — - i_a, e."" s`� 7 Frv:�"'J� ✓s ( 'r } ' n Fit. ,+" 4v y V,Z rt _ ;� a , '' 1:eg. ,''„. f,+",',^0 ?�1 l • l i. tr b f � ' F w '` 4 f r' ` } 7 . 3 't; 'g' S X' " . . 1/4 :,. CJ' ; ,-, . - t. , 4 `' : � �' -7 " ' � rl �i,� `'M1 a * � ^' �„ � t" 1 � ,. , J0 / J F " . . . „ r Y � r t , -,� .xT 'a r k :'' „� k y ' 4 f . , z "y ' t . eq +. , .sr ..4".' ."r . y . VY : ,� g . ,,,: 1 i ' `i • ,}C i '�� $ 9 i , v i a t : . y '' 3 F t ' Ma S -*� ' - h'k , 0.. 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ZF � . 5 x14 d 'a .p - J y xr . nr i _ � . ter v � '- F '' ,i - 1 1 The previous archaeological studies in the region support the general model of settlement distribution and chronology outlined above. Permanent habitation features are concentrated 1 along the shoreline. Burials are present in surface sites and caves more frequently inland from the shoreline and makai of the Kuakini Wall. A large heiau marks a likely Royal Center at the shoreline of Puapua` a. Expected Resources Resources that are expected associated i with field tendinga The presence of a e heiau mounds, and temporary habitations 1 complex to the south of the project area suggests other ceremonial features may be present within the project area. Ranch walls and other ranch era features are expected. METHODOLOGY FIELD METHODS Inventory Survey was conducted over four ft early red and ppot by GPS UTM the entire project area was conducted. Sites and features were units. Individual sites were mapped and recorded. Hand excavations were conducted. Survey ! was conducted along transect lines in an east -west direction. Surface midden, features, and i anomalies were assigned temporary feature numbers. GPS points were recorded using a Garmin etrex Legend with an average seven meter accuracy. UTM points were recorded using the NAD83 datum and all points recorded were in Zone 5 North. The site UTM was recorded at the site datum, which is marked with a metal tag. UTM for walls was taken at the midpoint of the wall. The UTM for cave Site 26602 was taken at the cave entrance. The cave was inspected four times. All chambers were pursued until they reached a 1 height/width of 30 centimeters, a size that is small enough to preclude the passage of people. When chamber size precluded human passage, those chambers mbers were drawn in on maps with i symbols indicating that they continued, but not pursued. Some sites were selected for test excavation to determine several site characteristics J including site function, construction method, and temporal placement. Three types of hand excavation were utilized depending on the size of features and desired percentage to be excavated, desired percentage of screening, and overall goals of excavation: Test Units (TU), a 1 Stratigraphic Trench (ST), and Shovel Probes (SP). 1 Test units are excavated units that are often 1.0 x 1.0 meter square, dug in both natural and arbitrary 10 centimeter levels. These were used on features that were thought to have a high potential in yielding occupational data, and used where often 0.2 x 0.2 me quare used to to this data. Shovel probes (SP) are excavated units l examine stratigraphy, and assess the presence or absence of buried cultural deposits. Both of these excavation types were screened for cultural material through 1 /8 inch mesh, and all units were stratigraphically profiled. Stratigraphic Trenches were larger units (greater than 1.0 by 1.0 l meters) conducted to remove a large percentage of a feature to examine whether human iwi were present. 13 1 _l Excavated matrices were screened through both quarter inch and eighth -inch mesh. Cultural material was recorded by type on standard SCS excavation founs and collected. Soil colors were recorded using Munsell color charts, soil composition s 1 recorded grw with forms, and and I the U.S. Department of Agriculture Soil Survey Manual on standard profiles were drawn. Overview photographs were taken of individual site features, sites, excavations, and the project area. Color photographs were taken with a 3.2 mega -pixel digital camera. LABORATORY METHODS l One radiocarbon date was produced from a piece of charred wood (Appendix A). BETA Analytic generated the radiocarbon date, and that date was calibrated using OxCal software. Lithic material was analyzed by Dr. Robert L. Spear, Ph.D., and all other cultural material was analyzed, weighed, documented, and stored. Inventory of midden and artifacts collected from the text excavations are provided in Appendix B and C. All field notes, maps, cultural material, and photographs pertaining to this project are currently being curated at the SCS facilities in Honolulu. Kupuna iwi was observed inside the cave site. An inventory of iwi from two burials there J ;s_pz edl in Anpexadix D. The iwi were not moved during this study, and are currently resting l in the places where they were observed inside the cave. 1 ARCHAEOLOGICAL INVENTORY SURVEY RESULTS 1 There are 30 archaeological sites in the project area (Table 3, Figure 7 and 8). There were probably more prior to the bulldozing that took place in an unknown time in the 20 i century over the lower 1/3 of the project area. Several Temporary Site (TS) numbers were assigned to places that, after further inspection, were clearly not cultural features. One, TS -12, required a test excavation to be able to make that determination. TS -12 is retained in the site 1 location figure (see Figure 7). 1 STATE SITE # 26593 (TS -1): Roadside wall J FORM Rock wall of stacked boulders FUNCTION: Cattle barrier 1 AGE: 1980s DIMENSIONS: Length: 314 m; average width: 0.63 m; average height: 1.18 m CONDITION: Good 1 SURFACE ARTIFACTS: None EXCAVATION: None 1 DESCRIPTION: Site# 26593 is a wall that fauns the southwestern ( makai) border of the project area (see Figure 7). The wall forms right angles with Site# 26594 at its eastern terminus and Site# 26603 at its western terminus. The wall averages six courses high. Based on the limited amount of damage to Site# 26593 it appears that itl was built much later than Site# 26594 and Site# 26603. The wall parallels and is adjacent to Queen Ka`ahumanu Highway. This configuration suggests that the wall was built when Queen Ka`ahumanu Highway was built, and the pasture mauka of the highway (the project area) was reconfigured for the new highway (Figure 9). 1 14 1 i 1 I Table 3: Inventory of Sites in Project Area. L x w g H Age Function State UTM UTM Form Site # East North (to nearest meter) 1 TS# . 26593 1 0188240 2172640 Rock wall 314 x 1 x 1 1980 Cattle barrier 410 x 1 x 1 Ranch Cattle barrier 26594 2 0188480 2172580 Rock wall 6 x 4 x 1 Pre Contact agricultural 26595 3 0188284 2172551 Low rock mound 10 x 5 x 1 Pre - Contact agricultural 26596 4 0188284 2172566 Low rock mound 12 x 5_x 1 Pre - Contact agricultural 26597 5 0188281 2172585 Two rock mounds 11 x 1 x 1 Pre - Contact agricultural l 26598 6 0188221 2172659 Terrace 7 VOID 10 x 8 x 1 Pre - Contact Agricultural 26599 8 0188305 2172541 Low rock mound 7 x 6 x 1 Pre - Contact Agricultural 26600 9 0188363 2172597 Low rock mound 26601 0188267 2172768 Low rock mound 9 x8 x 1 Pre - Contact Agricultural 10 with alignment 26602 0188288 2172807 Cave 80 x 8 x 3 Pre - Contact Burial and temporary I 11 habitation i 12 VOID 13 VOID 14 VOID 474 x 1 x 1 Ranch Cattle barrier 26603 15 0188400 2172840 Rock wall 14 x 1 x 1 Ranch Cattle barrier 26604 16 0188383 2172824 Rock wall 7 x 6 x 1 Pre - Contact Agricultural 1 26605 17 0188414 2172722 Faced rock mound 26606 Fe. 1: 9 x 7 x 1 Pre - Contact Agricultural 18 0188496 2172626 Platform Fe. 2:3x2x1 4 x 2 x 1 Pre - Contact Agricultural 26607 19 0188474 2172704 Faced rock mound 100 x 60 Pre - Contact Agricultural 26608 0188453 2172672 Complex (rock 1 20 mounds & Modified outcrops) 21 VOID 22 VOID 23 VOID 24 VOID 3 x2 x 1 Pre - Contact Agricultural J 26609 25 0188444 2172780 Faced rock mound 4 x 3 x 1 Pre- Contact Agricultural l 26610 26611 26 0188489 2172678 Faced rock mound 14x 8 x 1 Pre - Contact Agricultural I 26612 28 0188528 2172650 27 0188501 2172680 Kuaiwi 1 Enclosure 12 x 11 x 1 Pre - Contact Habitation VOID 29 26613 30 0188483 2172782 all 6 x 2 x 1 Pre- Contact Agriculture 31 VOID 9 x l x 1 Pre- Contact Agricultural 26614 32 0188596 2172760 Terrace 18 x 9 x 2 Pre - Contact Agricultural 26615 33 0188531 2172820 Modified outcrops 4 x 2 x 1 Pre - Contact Agricultural 26616 34 0188648 2172705 Modified outcrop 3 x 2 x 1 Pre Contact Agricultural 26617 35 0188643 2172836 Modified outcrop 5 x 2 x 1 Pre- Contact Habitation 26618 36 0188565 2172665 Platform 37 VOID 38 VOID 26619 39 0188640 2172735 Platform 2 x 3 x 2 Pre - Contact Agricultural 26620 Kupuna iwi 1.5 x 1.0 Pre - Contact Burial in i 41 40 cave 26621 Kupuna iwi 01.40 x 0.30 Pre Contact Burial in cave Kupuna iwi 0.40 x 0.40 Pre - Contact Burial in 26622 42 cave 1 15 1 l i t � KEY -SITE TAG LOCATION , • SYtitx.V!ESCE - 26616 -SITE F 26608 PERItYIETEIt 26619 �, - 26617 26614 a e Vi e . . `bj 2 . ° 1� 0 1 . Q ;; ' 26615 a . . . : A .2 661 2 , • e ; 5=37 26621 �;`t" ( 266.1.3. 1662 26 1 . 4 , , 74491 • ` ` 26.609 ,:-..- — - - ~ 2 6608 ,� �}pP' � '' , W .` -. • •• : �, ` :.;a4, ' � �. i• ��� .�� 26602:. ° . I S •Fri �� -,. . ' • i rAt t; \ I s 0 ', . \\I i t 26 5 2 9 ' ., • ° ] 1 . 26596' , ' 266.01 2 697 , 26595. t ` 2.6 6 0(1 1 e v• f 1 2.659 &. ;.� �! 1 .. � . • ',e •. f•- • t6 tj7 •- .a1{. • ..00.44:1.. .� ° 4-',A. � 0 20 40 00 m. 1 Figure 7: Project Area Site Location Map. I 1 16 1 i 1 I 1 l,•f:* ! : . � c-- •``-R` °„ `" N s..irT s i . . -;: -, qa!r — q"S'e•— *�. ° N . ,y �,.. ..-.� vn i f .'e -*x- -- .� 1 .,. 7 th 1� > a°e °+a 7 ., 1 �,. K ) r , ' 'e T , l t r A} r ' ( i 1 , l- `i�`�\ a 4. y.ri \ � f d r -: 1 - i '1 r � r r `i rt r . - a i �� i4 �e� 1 , y {.1 .f v 1 ` �I) 1 4 1 14 l '? r , ; �. 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R.. ”. r i 1Y '{i # r 1 '-i ti s , .. ; r �. - `F� ^.'c. x l`�. wnd+�'i.�F+ y m u�,.,�, r"1 w y!; .�' T Yid" # u� a - d y it 'r 9 „ t f � - - - fi F 'i'tr " . 1 � r a •-1 , 16 ,� „ ` K RrK Y z TX� .. . , : , , 4,--' ' � E 'r ...r, d 3 < /,ac �,t. ; . —`Y „1`4° ^1J kV .u,:. ..=. .,, l4 acres x,6 C �"+ � �� +�W tr r �� �3 �+:w : sva.>?",� 1...,,I'..,..,:1-'..... �. t k Y 2 +*�t.C�` R �£� 3 *nt.� � S � r � ,z, � -3 .r • x �. � J' N . 7�t" g t � ' Wyk . ,� a , '�' x L t 8 2-J ,Yti '..,. •10,, a ,-,,,, :e.9;.....4%, � j 4�i a tj 'F�3 .,' . -- t- .ire p r ▪ i � . + , may � a; .e-. TF y5 c �f y�w ..+�3 F Y �h i i.l. ;;;Fi 0-- ' - ? h L `E.k'.' I Y - 'W" d" a$a'i �` ;,i +',`7 ' ;42 !t . ; i j Figure 9: S 26593: Northeast (Interior) F View to Southwest. 1 ! l J 17 I STATE SITE # 26594 (TS -2): Ranch wall FORM Rock wall of stacked boulders FUNCTION: Cattle barrier AGE: 1920s _ DIMENSIONS: Length: 410 m; average width: 0.50 m; average height: 0.91 m } CONDITION: Good SURFACE ARTIFACTS: None EXCAVATION: None 1 DESCRIPTION: Site 26594 is a wall that foil s the southeastern border of the project area and parcels 40 and 41 (see Fi gure 7). The wall forms a right angle with wall Site 26593 at the southern corner of the pro area. The wall averages eight courses high, and is core - filled. There are some metal stakes built directly into the wall. These metal stakes range from rusted relics to recent additions, and support two maintained strands of barbed wire that run along the topside of the wall as an added cattle barrier measure (Figures 10 and 11). AA., y p� w z .. � t { - l � C4 ry 5 a v � 71�i e' "' j ��� } �'gL. ` e- ice, r{ !{_ _ . i .� . .. ` - .. "r� �t Ka : r} S P,. aI s -if5'k LLLL e 1Q 'Er N F p .„ y t ;. y 1 �k 1:, C v ^""��,.t " . .vim �. s J }� ''J t ` ! ` '.. i - *y s + ... {mo . _.-1 .. f - t . .{ }-�' -:i--:"17,., 7 a. 2 } �„} ,,:.;:!A)-: ( Yt }' + 1 f 1 _ y t � 1 - 1 ti 1 ¢ r i , . -‘ F I i z y 1 a 5, l� a `t a r t f � F .� f y ' {t r ' ' , J ' j 1 / 1 ;1 Z 1 t + 10 e e 1 ',..:&...,., s y e . \ a ,' ,r 7 �x1� b 1 Figure : Site 26594: Overview of Interior Face. View to East. l The rock wall Sites 26594 and 26603 were probably built in the early 1920s in + association with the wall extensive wall building that was conducted when ranching moved f l down from the uplands into these lower elevations. This age estimation is based on historical nn developments discussed by a local rancher, historical documentation, morphology of the wall, and previous archaeological interpretation presented below. l 18 I i a i ? ' . 'S'Sp • ' •i r..; �� • � r 4 . 11,':' ' i ' ', Sys i } a r r s V. n-!•':- g� ;` o • r r t o _ /. N . 9 , x fir? a M 3 r r � °J � Y r �� ;:g a • 1 r � d x fi 1 ;.— . IN\ ''''4,,, t,'1 f 1 ` =— --- am / \ , ,1, , t � t f .', �; ;., - `� ` � a ' i >h )' ii u .r`�' �.i �. rte ./� �' : 1 ( 0 - -, '� ¢ ,t , > .- ! �1�i ;„___,-,_5„.-13,„ r / � Y \¢ ��� ���� f! ,,,,/,--\,,,', � 1 �; � l � ` { t i �- Vi i, -+ ' + �`�'�t { '"�� 1 � � ' *� r i r ��c'�i ..� ;�"��, t ♦ i 4+ { � "� � ; i? ,.F _ §t j?� ¢ �� '� .. y \,�fi't� -- .. ri .� i��n � : a .uk � e�1 1( f ... � . I t'.r: g� S -..c. ?'ru. a.. F.,. Figure , 11: Site 26594: Nor Fac Wall Constru • V i ew to South. until "Formalized ran on the coastal lan ds of Kahului did not o ccur un 1 the 1920s (cf Henke 1929; Maly 1996). (C)attle and other herbivores had become I a problem, in the lowlands, but as ranching effort evolved in the late 1800s, the cattle were pushed to the uplands where pastures could support the herds. As J recorded in an oral history interview with Joe Gomes (excerpts in Maly 1998), the J lowlands didn't have the grasses that could support intensive grazing until the late 1920s, early 1930s. It was at that time also, that Joe Gomes' father, Manuel ! Gomes, was able t purchase the lands of Wai` aha and Kahului es that was extensively used by from the defunct ( t Kona Sugar Company (the coastal zone lands were never used for formal sugar cultivation as they were too dry). "On Hawaii, one of the natural resourc 1 ranchers was the abundant lava rocks Holding p ens and gates, paddock walls, j boundary walls, and even shelters were all •built of lava rocks and were used extensively. In Kahului, these features remained in use until recently. Interviews with Joe Gomes and other Kona Ranchers also record that many of the existing l walls on the lowland pastures were made from stone that was obtained from earlier Hawaiian sites, or are features that were made by modifying previously l existing sites (c Maly 1 996)" (Maly 1998:A -16 In O'Hare and Wolforth 1998). Gomes also p oint s out in this interview that during his early years on the ranch, the Mr. Go p area below Ka`ahumanu Highway (he is referring to the road also known as the Kuakini Highw "down here was all open range, you know... The cattle used to roam all through the roads" (Maly 1998 -40). 19 f k t , I 1 Boundary Commission testimony for lands in this part of Kona mention springs, caves, and certain trees as marking boundaries. The wall there were few walls in the lower Wall. This supports the contention made by Mr. Gomes that elevations (below Kuakini Highway) during the mid- 1800s. Mr. Gomes also mentions differences in building technique. Older walls had stone that were locked in, without regard for "facing" of the exterior.The newer walls were faced, and this is often en referred to in archaeological reports as core - filled �� , where larger stones are arranged on the wall exterior, and smaller rocks are in the interior. In addition, this type of newer (ranch -era) wall is often leaning in from bottom to top, creating a thin trapezoidal shape. Consequently, ranch-era walls in west Hawaii are distinguishable by their core - filling, faced exteriors, and trapezoidal cross - section. Previous archaeological recordation Site 6334 states that the age of the Site 6334 is g on of "probably" "Historic" (Haun et al. 1999:267). That document also records that it "consists of 1 weathered slabs, cobbles and boulders (max. 0.56 om sections and the wall appea to b eight e courses high. The wall is rectangular in cross section. In filled while others do not" (Haun et al. 1999:267). ; Based on all of the p e considerations provided above, Sites 26594 and 26603 are interpreted as a historical -era wall. While the style of the wall itself does not provide indisputable evidence of a particular age of building (it has elements of older and newer styles), the historical context of walls in this area does strongly suggest that the wall was built at or around the 1920s. Prior to that, long boundary walls were not recorded for this area, and after that the ranchers are recorded as having built walls here. I l STATE SITE # 26595 (TS -3): Low mound 1 FORM Boulders piled on top of a natural bedrock outcrop FUNCTION: Agricultural clearing /planting mound 1 AGE: Pre- Contact i DIMENSIONS: Length: 6.00 m; Width: 3.65 m; Height: 0.50 m CONDITION: Poor 1 SURFACE ARTIFACTS: None EXCAVATION: None 1 DESCRIPTION: Site 26595 is an oblong mound of piled, rather than stacked, , boulders that rest on top of a bedrock outcrop. Agricultural features are expected in this part of the settlement subsistence pattern. Although burials can occur in practically any kind of feature, the shape, size, and rock stacking style of this feature does not confoun to morphology that is • frequently associated with features that are built exclusively for burial. There is nothing at the low mounds in this project area that suggests that they were used for habitation or ceremonial purposes. Although there are many other functions that these kinds of features may be . , 1 associated with, such as pathways, kapa manufacture, storage, and others, the most likely explanation for these mounds here is agricultural. Planting in heavily- mulched mounds is a I practice common to, and applicable to, drier locales in Hawaii (cf. Handy and Handy 1991). Studies in nearby ahupua `a demonstrate that agricultural mounds are more common in the lower 1 20 I 1 3 I elevations of Kona, with kuaiwi and terraces more abundant at higher, wetter elevations (Johnson and Wolforth 2006). Consequently, the low mound features at this site are interpreted as agricultural features that were constructed and used prior to Contact. STATE SITE # 26596 (TS - 4): Low mound FORM Boulders piled on top of a natural bedrock outcrop FUNCTION: Agricultural clearing /planting mound 7 AGE: Pre - Contact DIMENSIONS: Length: 9.50 m; Width: 4.50 m; Height: 0.75 m 1 CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None (DESCRIPTION: Site 26596 is an oblong mound of piled, rather than stacked, boulders that rest on top of a bedrock outcrop. The site is very similar to, but slightly larger than, to Site 26595. STATE SITE # 26597 (TS - 5): Two mounds FORM Mounds on bedrock outcrop 1 FUNCTION: Agricultural AGE: Pre- Contact DIMENSIONS: Length: 11.90 m; Width: 6.65 m; Height: 1.06 m (maximum) CONDITION: Poor 1 SURFACE ARTIFACTS: None EXCAVATION: None l DESCRIPTION: Site 26597 is comprised of two overlapping mounds. There is a J depression in the northern mound. The makai side of the southern mound is faced. Overall, the 1 site is in poor condition due to natural erosion, possible mechanical alteration and cattle grazing. The tumbled depression is 2.5 by 2.0 meters, and is 15 cm deep. Agricultural features of this f I type are common and expected in this part of the settlement subsistence pattern. Depressions that were used for planting are associated d Pa�kuli- Campbell 2005) gores 12 and yman l 1906:161 Schilt 1984; Wolforth I J STATE SITE # 26598 (TS - 6): Terrace FORM terrace, with soil retaining alignment ' FUNCTION: Agricultural AGE: Pre - Contact 1 DIMENSIONS: Length:10.70 m; Width: 1.00 m; Height: 0.4 m (avg.); 1.1 m (max) 1 CONDITION: Poor j SURFACE ARTIFACTS: None l EXCAVATION: None 1 DESCRIPTION: Site 26598 curves to faun a semi - circle. The loose boulder alignment takes advantage of a raised bedrock outcrop in its construction. There is soil in the 1 3 interior of the semi- circle, with a 25 cm higher ground surface than that to the southeast (outside i 21 I 1 KEY l il.= il --- BEDROCK 1. 1 01 ---- BASALT ROCK 101 i ris • 4 , sr = W AIL FACING iutfrA = WAL • iv a 4621 i 1 • b... • 1 I I.- • e 0 a I ■ I = POINTS DOWNSLOPE 010 if ?"--.:. I ' 1*i --' SITE TAG ..) • qiiwAll ....J ge. \...." s • 11 .■•• i/ ta It GP . z • - • _ , it 11 , flu : 011 As e L . • i r • 1301 AP` 'CFI = TUMBLE .., - - Att . [441 4/ ia . lei • • OF • A H :=099yT OFAl2 j.C11ITECTGURI2ciE014.13 [ * 1 k... k.-. it k..... f . AB i. MOUND I . I , SURFACE (IN cm) ■J ..j,.1 1 f , •■■ 4 ...„ ,..., ._, ,) • „ Van [811 o f :101 I , 0 1 2 . 1 in ,__,, It IL ' 1 Pra....77°.1 . d [371 746 1 ..z. p !/ • ;-;,..i0 d IP .t■ IL, • -IP ... .L. - • wiliMbA.: 4 : -',.., t MN II A ::-.. r.•- lb - -1:1[67] MOUND - Its 1.1401 , .. [0] ...:: a lb . • ... \\ A " dits*'5° . .. 40.1:- .. • (Q) .. Ak .//..:•., . : '.. / 1 I C4 • 0 • . . . , , a • 1 c=4• , , 1 V i Figure 12: Site 26597 Planview. I . . 1 i . f ' 1 , , . 1 22 r •• 1 ..i • I 1 . I .- � E ..�``etN rr,P-. >^ & ,,,,,,,,, „ .. . - 3 . 1 - :,k . �i"-✓ , , ..� .— 1 :1V,:-;:-;z- - f ft4 , . , . 4,:, ,tsi ?�s s+ e . ., 7 �.t- t r ..p i - y a x k 1 ;1 - � e a _ a 1j'+2 x ?x a'"ss` tj i l l a y .a 4F tti ir E,:,p �4 t v I - i ��. �a }- JJ ^ �' .� t is i u 4 {?" '4,;.4, WI' )'+ >' s fi 4- f r;:�r r i s Y - < .�.' t` `k ," � .. w 'x �ts� i .A ...i ?'me+'� i f '-s"d �, ,- ?A ., -.1i114, 4 ' t F ` . I .r. - ( '+',t �'^ 2 / �-�£' 4 �I �� TM >'' a F J 4 ^3p e .. r } '' S a n �*'4,.0 I .. s. � �� �=�K. �''yl �".�" Ye �S''� .�i: ir��J r�t�+r 2r�,{ }r F s`x '��.a[�r �X �1 � � � •/' ��2'. a ,_.,1., � �,Ids��. -y, s `� � .'7�st . ✓� tt�L,�, -�t r t r,. � a pS , 1 't`! F " ; n-v�- r Y'" _ -' f - � ' ' m" t, 1 ,;° ,�, t� s .✓� � � Y' A� . } i y 5�id 1J' f ( {� dY,Attk-rl ' ' � ' � ' 140.* " ft- ' ,' 'Y' } c r . ' f.? �5 »9 rc� 5 fi ' oi i� ° ir ,. tt 10 , .` ' . 1 1-. i ,.f j s Y ^ ,` `Y fi r�� �, ��'? >� + � J r � 11 � . GK, � r .� P I r. f t 1 ( 1�k ')r�" k, � �� � ,��- � � � � � �F � �� '� �� t ;� _� l � A , ti � f ��1 fi d `�1 '� S -. . y �v.o 1 } i. p t H t .d , /:' c , y -^ _, 'g l »c ,s t J / �9 t. i t i 5''F p F'9 ` { , . t / i s �� y �1t i {[a .� r �,9 T •.".i � Cj � u S �` ,N �t t J � 1 111 J . �, �' Q ' 1 . • , \ sF � . — r � .f -"" '�4, _ iy i t �.. r i ', `s fe, t r - ..t rafa j , � �1 4 1 L , , r „ t i t a,. i z i F"' L y c ft '+ , r � " �...w - 'l "�..`,-c 1 3 t � 1/ , � { s ^�='/ � �e �`l f �`i� \ ik � 'r war � ��NI V ' , ,. 1 " " > � . t Figure 13: Site 26597: Southwest Side of Enclosure. View to Northeast. of the semi - circle . Agricultural features of this type are common an exp ected in this part of the settlement subsistence pattern. Low terraces with soil above the stone terraced edge occur frequently in the Kona Field System (Sehilt 1984). E # 26599 TS -8 : Low mo ( piled on top of a natural be ) FORM Boulders pund i outcrop 1 STATE SITE FUNCTION: Agricultural clearing /planting mound AGE: Pre - Contact DIMENSIONS: Length: 9.65 m; Width: 7.60 m; Height: 0.56 m (avg.); 0.96 (max.) J CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None 1 DESCRIPTION: Site 26599 is an oval - shaped mound of piled, rather than stacked, ( boulders that rest on top of a bedrock outcrop. STATE SITE # 26600 (TS -9): Low mound FORM Boulders piled on top of a natural bedrock outcrop FUNCTION: Agricultural clearing /planting mound AGE: Pre - Contact DIMENSIONS: Len 7.05 m; Width: 6.25 m; Height: 0.81 m (max.) i S -U CONDITION: Poor RFACE ARTIFACTS: None EXCAVATION: None I 23 1 DESCRIPTION: Site 26600 is a circular mound of piled, rather than stacked, boulders that rest on top of a bedrock outcrop. STATE SITE# 26601 (TS -10): C -shape FORM Alignment with a mound along the southwest exterior FUNCTION: Agricultural clearing /planting mound AGE: Pre - Contact DIMENSIONS: Length: 9.12 m; Width: 7.50 m; Height: 0.52 m (avg.) CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26601 a mound with a curving linear alignment of stone attached. The stone alignment is low, mostly only a single course of stones high. This arrangement is contrary to higher C- shapes that are interpreted as temporary habitation features. Based on the mound attachment, and location within this suite of agricultural features, this site is also interpreted as an agricultural feature (Figures 14). } CS?1 'I 4, CD (55] *4 \ � ®a I e 'er 7 r } o 0611QTr PAHOEHOE • 1. 6 n - OUTCROP %. ti •. I : r ‘k. _ KEY l it - I[ I_ OUTCROP % \, I ° H BASALT , ' / ', = psi . , DITCH/SMALL SLOPE rr MN � 1 E#11 = H.EIGHT (IN cm) b_; O. 0 1 2. 3m 1*1 = SITE TAG Figure 14: Site 26601 Planview. 24 E STATE SITE# 26602 (TS -11): Cave with burials FORM Lava tube cave FUNCTION: Temporary occupation, and burial AGE: Pre - Contact DIMENSIONS: Approximately 350 m long; Width varies from 2.00 to 6.00 m; Height varies from less than 30 cm to 4.50 m. CONDITION: Good SURFACE ARTIFACTS: Marine shell, mammal bones 1 GPS: UTM: 05 Q 0188378; 2172662 (entrance) EXCAVATION: None f DESCRIPTION: Site 26602 is a subterranean cave and the attached sink on the j ground surface (see Figure 7). The sink, entrance to the cave, and the internal area proximal to the opening have been modified to a large extent (Figure 15). These modifications are similar to other caves that are known to have been modified during Pre- Contact times. Consequently, it is likely that these modifications are also prior to the Contact Period. ! 1 , > � , , r a "r - t ` ka, t ,0 r-u r a r a ' r d r - , , , 2 F., . , 3 te r. , ' W 1 § C- 4 :# 1 e fi Yk A-04,4,4 x F e7 t { i , y 7 1 , , ,, 1 t i,. ate ` # %. , . 1 .• & R+ h Y%' t . ; ", . ` �' 4 ," t \ ( v ,\,, �1 V ' ..'614.4 ° "'r to 'V •4. 7r', a - i4�c.� 1' I .1 * ,,,,- " , v 1d`.. -t a �i1 , , , .,, 3 f , 1 1` . l- ' < I 1 e. N.•_ Acr oL 0 .b . ; y, t c p - x� f �� e�w .\ — l r 1 ' 9 /104C-75'i)''. �'�`'` �E' ; §.'a n " d a c 1 t at rV+ 'i,*` @ X , - f '� K k iw' t't- - � ' N �.' ,gyp t - ®t T � + ° t ( a `i t h� �, ''''� .,,,.1,./i . , j. i ea 5 t � .1 " i q� k ti J � � , � y , iS; ' /_ ' ! } v i.sY..—r:- nA 4 1-,',,,- "`' > ti ` .�`} F i ' / . - ,/ 1 a l 3 ; C y M. � e PI, yy ti a 1 • F�1� � ii' r e R ,, t 7 ,- L 1 7,a c tS f ' '6 H t T r •'Y - Z _'- x % - z 4,577 �j a $s i `� y t r w t dd t 11 or. °^'Sx4" � . ;„ r 6 ``''''.%,, V t? y �' . './3 y r l I �_. v T ., '� t � 4tfr M t M Figure 15: Site 26602: Overview of Cave Entrance. View to Southwest. Sink The sink area is approximately 14 meters in diameter (Figure 16). The center of the sink has been modified with paving using stones that are from 4 to 40 cm in diameter. The otherwise leveled paved landscape in the sink has a 2.5 by 1.0 m depression in the center that is 20 cm deep. That depression has a very small opening (less than 25 cm) that connects to a subterranean chamber that links to the main lava tube cave below (Figure 17). In addition, there is a trail -like, stepped walkway down into the opening. The natural cave opening has been mad much smaller by the addition of stones along the perimeter of the opening. 25 l IX , 1 1— i /j ` 1 `\� / / �` .4 0 4, ` �/ (60) `/ .�• � 1 •••,,,, SOIL 4 , • ® � a o O 4 0♦ vCS ® ® � . SOIL s:. i .."-- (35) 0 •n m. 0 0 � f '� • , . e " 1 41 0 410 11 0 111111 0.1,' 4911r ar m4 g i t irti 90 . . ®.s 4 . 1 200 4 ,, ..... ,,,,,, „,,..!x a • • a„... ®v. a 01. � f4r# r. ® � a ' Q � 0 r � { I( %0 » :‘°°10 -. ® ' ' ( ' 4 1 .t � '� 'i . b + :t, I •Atir i .,,... `R (40) SOIL m 11 : 11; ��' ��o w ,0 /h,' `` �, it 4: *j J f \\ 0 1 2 3 ``=11x:1I 1I ,” IMENOM MM. I METERS -.4---MN.--.1330r KEY Q -BASALT ROCK • -DATUM (TREE USED INSIDE DEPRESSION & OUTSIDE CAVE MAP) gi - BASALT OUTCROP e • -WALL FACING -CM UEIGIITABOVE SURFACE V " i ° - SMALL ROCKS p -SLOPE -BOLE TO UNDERGROUND a . : PASSAGE TO CAVE F igure 16: Site 26602: Planview of Sink. 26 1 I Burial • (2Q Site 26620 Paving --____÷. , SITE 26602 C AVE (soo .;+' \ (20) I _______........ Terrace (124) 50 meters f ah A, Paving North (2 °)- : 'Terrace 1 I (300) w(�'� isolated ivvi at Burial Ste 26621 Crawl areas Charred material 1 (45) 1 * ' — concentration a% Burial (200) Site 26621 I Crawl area ( 60) (270) t . ( 1 ( . Burial (160) '' . S ite 26622 . M (450) ' rri:. ( 4 shell :.a (450) 1 �� (45) r . ( } 40) Ahu f 1 .() . l (160} (200) (60) (15) i (25) (1 i (15) Figure 17: Site 26602: Planview of Cave. g 27 1 i r The small chamber that links the center of the sink to the main cave chamber is very small, and difficult to traverse. One cannot now enter the cave via that depression in the sink: it has been filled in. The linkage from the cave interior to the sink via this route was once, almost certainly, open in the past. This idea is reinforced by the presence of stone modifications along the wall of the linking chamber indicative of a purposeful constriction for that linking chamber, and the presence of a water -worn stone within that linking chamber that could only be there by having been placed there. The function of the built environment in the sink is unclear. The paving there suggests that a structure of some kind was built there. Alternatively, the built environment was designed, at a minimum, to constrict the cave entrance. Constrictions of this kind have been interpreted in the past as indicating that the cave was used as a refuge cave during times of strife. That function appears to be contradicted by the presence of a well- foimed pathway to the entrance that includes a "stairwell" that would facilitate entrance, rather than prohibit entrance. This apparent contradiction between keeping people out (cave opening construction), and making it easier to enter (path and stairwell), may be rectified if one considers the possibility of having a wood structure built over the pathway and entrance. Such an arrangement has not been presented before, but that does not preclude the possibility that such arrangements did or did not exist. Information gathered from within the cave relates to the interpretation of the sink and cave connections. Data from inside the cave are described, the interpretations revisited below. Cave Interior There are three places where structural modifications have been made. In addition, there are several places where iwi kupuna are resting on the cave floor. The cultural modifications are considered features of the cave Site TS -11. The places where iwi kupuna are present are considered burial sites, and those are described separately. Features at the entrance: A series of pavings, stone alignments, and terraces cover an approximately 12 by 7 meter area at the cave entrance. The pavings are made of stones less than 40 cm in diameter. The terraces are not high (less than 60 cm), and are designed to step down with the sloping terrain. There are no subsistence debris or other artifacts observable in this area. The constricted entrance reduces the ambient light in this area, making it less likely that it was used on a regular basis for habitation or tool manufacture. This lack of material remains in a modified cave entrance area contrasts notably with other similar settings in other caves. Features at the first bend: There are large boulders at the first bend in the cave approximately 50 meters from the cave entrance. These are roof fall boulders. Some have been moved to create a rough terrace, and a small portion of the terrace (approximately 5 by 3 meters) has been filled in and paved 28 1 } with large cobbles (20 to 60 cm in diameter). No subsistence debris, charred material, or artifacts are present here. Charred material concentration: There is a concentration of charred material approximately 110 meters from the cave entrance. Charred material is resting on top of a natural shelf, covering 80 by 50 centimeters. The quantity and density of the material indicates that one fire was burned for a long time, or many small fires were burned here over time. g g A single 0.4 ram piece of wood charcoal from this deposit was sent to Beta Analytic, Inc for AMS radiocarbon dating analysis (Appendix A). The piece was burned 140 ± 50 radiocarbon years before present. OxCal software calibrates that to a 45% chance that the calendar date was between 1670 and 1780 AD, and a 55% chance that it the calendar date was between 1790 and 1960 AD. Based on the complete lack of historical era artifacts in this cave, it is likely the piece dates to sometime within the 1670 –1780 AD time frame. The charred material concentration is near one of the iwi kupuna locations. It is likely that the creation of light created by the burning of wood here was directly associated with the placement of the iwi kupuna nearby. Ahu: One stone ahu is situated on top of roof fall approximately 260 meters from the cave entrance. The ahu is 22 cm high, 20 cm in diameter, and is made up of three rocks stacked one upon another. It is situated at the junction of several passageways, and consequently, may serve 1 I as a directional marker of some kind. STATE SITE 26603 (TS -15): Wall FORM Rock wall FUNCTION: Cattle barrier AGE: 1920s DIMENSIONS: Length: 474 m; average width: 0.60 m; average height: 0.96 m CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26603 is a core- filled wall that forms the northwestern border of the project area (see Figure 7). The wall fomis right angles with Site 26593 wall at its makai end and a wire fence line at its mauka end —both marking comers of the project area. There is a 20 meter long at its midpoint where a modem dirt road enters the project area. The wall averages seven courses high (Figure 18). 1 l 29 d 1 F "mac , r > 1 .1:F:-:.--2,-, _: 1,--7 : 7 " , ::: , ;=,,:- .. .,,.._'-, e= S j z 1 , ` t Y .::[r ..:',3-_,-1, s , t . L ^� Y .f 3 ' 2 S �+ i . = 2 . s+ ' 7 � ' ! $ t ' r , . � A � � � lr" �� t iC /'J f I ��t z Y�� - ` �' ' . � -z. ° ,.,.; . r ri g x �,� �' .' f ' ' -, / / i 3 r;: Nt a -� J 4j % i 3 y "-,i- ; 4. � t'�." .f £' t " ' � _ .T, t 4 f � re I t .Y � -,( i i f ' z i s v r F ' > t o ^ - .f th e `° �. 4 ". / r / � < t :Y 3 Y i< ! -- 'ci,j y ,. f 1 } � i,' {( � �} f i f '> � a , K -; .. V x 2 !i c P s _ ..` e ' f E r r Figure 18: Site 26 O o f Wall Sur View to East. I STATE SITE 26604 (TS -16): Wall FORM Rock Cattle barrier wall of stacked boulders, short segment r FUNCTION: AGE: 1920s DIMENSIONS: Length: 14 m; average width: 0.68 m; average height: 0.89 m CONDITION: Fair 1 SURFACE ARTIFACTS: None None EXCAVATION: 1 DESCRIPTION: Site 26604 • a stacked - boulder and slab all Site 26604 wall that runs mauka- in aka 30 meters south of the Site 26603 wall. The wall averages seven courses high. Site 26604 is situated at the mauka extent of bulldozer act ivity within the project area. There are bulldozer 1 scars on the bedrock around this wall. Based on this situation, it appears that w represents a portion of some larger, or more extensive wall in this locaton. There may have been a walled corral or other kind of enclosure here (Figure 19). 1 i a l 30 1 1 - - , _ •-1,-;---,--- 1 v...4„, NP. ' ,-, ..` 1 . - e'v - :::* 1.,,,,,,, -vg,----X-f-z--&„--7:11,-,,A-s----7-T-=.4,4;-,- '-'g- ,7,,,t--.-::if,i.si.z;•-,.,;g_a5 - - z4-4,..-24. ,,,---:47-'.--,,,...,,,,.;,-,4,44-4..,„,- .' --, :i.' , Y,•.=r-',. i'vit:.: IA I-- 4 4 ,-1,;-, . ,iht •-. -- „ ,'. -...4•117.-",U-_-v2k,-:-,:k,-1-,43.-i..1- ' i ,...,,,, ,t s, a`st , , ,,,,; '1, 4 ,yy, .•,„,k1.?,41*, ',, *k 4. -,-,--;. • '`'' ' ' F'''' .. .","'"i- •,, 1. *.• . -z, '.-- --, :=L-.:4,t ,--,,-- t i c .----,-',"--1°,,,V,"' 04 g.', ' , ion 4t',,, 1 - •-,k,4„ /,, - „ , 1.9 , ,-,, i- .1s4 .`1—'7tt „4--"-- - ,z :L -n- 4a.."..,%[. '7-1-iAt r''•,,;,\4V: tei -Fr 1 -,, ,c-, 4 ' , '' KA: ,,,.,,_,' ;',y,,e 4.1-..,04-t. 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Non i I I d on topography EXCAVATION: None is a . is faced rock moun position of a * 26605 marks the os steeper mauka slope. I • 20). Site - ma terrain to a s DESCRIPTION (Figure tumbled around its I DESCRI Site 26605 project area . more level ma p tumbled , 1 f the proj , ,,,„ • g from mor perC . on. s i • t area, s1111"11 , yet is s a bedrock outcrop in the and west side ' the project . h an { hange within t d n its north . mauka slope o c of the feature is depressed 1 1 1 Site 26605 perimeter is w imeter at other locations. T well faced o The interior o Although no tests were con 6610. All four sites at sites are and Site • This feature is sl • similar to Sites ted at both Site 26607 an 26610. by natural eros for these sites was as a were conducted Initial field in 26610 that remov ed a large 1 cavations wer • 26605, ex . rock clearing Site era roc mounds. . . Sites 26607 7 and 26 and 26610. A. interpretation - • • material a ducted in i d I add ' toric were conducted iwi encountered. typical of His • 1 so excavations were enco pos sible burial, No kupuna zwz p 0 S e features. f thos Sites 2660 pe rcentage ° add ition, no other remains were enc ountered. I 31 1 = i s 1 4. 44- 1%o 0,- f 419e :4% i - %i44/.4•, - . • •: , •-v :,--- .P.ci. - ci/•', ') 1 , :/ , -.4 -4, :;,,- 4, : ,,, „ , 4 ,4 - it „ , ,-, 27404. - .,,.. e- -.: t` ,-. . - ,-,..„. r. 1 r - - "" ' • :-'-„ - - - .t, 'i $4`.. 1 i'. '-''-': -: . 1 '.-;' - ,• -..-..e; — -- %," ' re ':=, .:0, ---- -,- - -.. - ....e.--",-.„, 4 --,-_,-, -4... 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'-- -,-1-[:\ ''..F:■.n.3%N■!;,; i''1,k1 r 'C I '' '''''''''. 1 - 4 \ :3 - 1 'pg ,/ - ' A #.,, , -,; T., ,,f4.1,ce,,,,z,,4-1. -1 ' : ,';..'k' 7 \ ;:t,"?`", : " . ..' IT fr'4- -; . I '4 ';' - ' 44 ',ATS^:. ''..5:4-`7,1*A AL.4,-4=-A1.4\-;(!k4-1,-,^Ik[,F, :;k■11,4Al-;''.4... '''' • 71)::'..:-N?•41'4re to Southeast. I 1 ';', 26605: w ° Si 66 Overvie . Figure 20: Site 2 of u ter course of f constructed of an o • d stones. This type o ize not rock mounds are cons . . 11 d with smaller s The moun ds do no The roc boulders and large cobbl The interior is f cobbles. T e int . . tural stability i e 1 ty and helps p el s revent collapse. apse. d is typical -, cal of those f well stacked and faced small • gives them struc construction gives s. con can fields o n the Island features in this sugar can- • ltural fea c • ls and lac contain burials . . constructed at Historic-era c . They are situated cattle ranches lack material remain •tuated in hes and sug in close proximi c This style • 'ty 0 numer ous ag of rock clearing clearing. , 2003 and 2004) associated (Escott area and are clear y 1 rock mounds assoc • d with field clear ricu of Hawai‘i • ' bedrock outcrop STATE SITE 26606 (TS-18): FORM FUNCTION: Pre-Contact P P i latform atfoim on Width: Height: 0 . m; Heig : (maximum) 0.95 m (maxi AGE: Length: 9.07 m; - Aprger-icul.tur9 idth: 7.20 m Agricultural Len . • DIMENSIONS: CONDITION: Fair None SURFACE ART IFACTS; EXCAVATION: None f the Si is located 50 m mauka • of the (Fe the start o ature 1) and a smaller Site mauka. i of encountered fart her ma DESCRIPTION Site 26606 : • a larger p site is comprised . . others enco - in elevation. The si similar in foim to . h • both ha ve been project area's 1 an... This s acts to _ rise in e sli Platfolin (Feature 2 , 40 m north. Both Feature his three-s r outcrop. T of natural ou 26612 is positioned 2 1 1.3 m east), both s and 2 are similar constructed from cons boulders stacked on top o shape: platfoiin ac 32 I i l � sts 4 ,, dp i 5� � , �- 3 _, '$� ! _ `� �ti--� i re. ' ,�c�y 4 -. . f-3 ... -a y dC.� „,::.'61,1:, , A� J r �y ! '' � .a i l'1.' tt ti. 11 !'41-j-,,,,i-j,":_,A-_,.'17:: 6 ,,.---- f 1-- -',:- ' " . t /r te` h �k {j , r �`�' - ma y .. -____/\, ‘ • .k - ' n---- .4. — - „ ” - - - . n F \ � K2 `° p - — P ? , l s `� i r r . Figure 26: Site 26607: ST -2 Pos Excavat Photograph. t CROSS SECTION OF TS -19 ST-2 ■ 1 NORTH WALL PROFILE PEBBLE 23 m 110° - PAVING TO TS -26 j COBBLE l FILL J GROUND ��� CROUNYI SURFACE �� I7R1♦ACE X1 11 -11= 1/01111 11= 11 =�j�1 I 11 BED 11 ( , \\ OUTCROP � / /=11 lI KEY is =ii = - BEDROCK O UTCROP 0 40 80 120 cm Q BASALT ROC ■ Figure 27: Site 26607 (TS -19): ST -2 Pos Excavati on Stratigraphic Profile 37 fr r I I level the natural slope that otherwise surrounds its flat surface. There is 22). a small mound on the surface of t Feature 1, and a 15 cm d eep depression (Figure 21 and C I tiT - ''� k r ... • '.--',.---.-8:1-7-4,, - ' " 4 ' , 'c r g ' 3,+Y . -+ F^F' 3 Cnh�"^ t G'a Kgi1' y Y. ,,,.-1,,,,,,,,,,,_- `� ' S h � - �` '., x-.� ".,, _rte v ., ,,, . 'a ^x, } �n, . . '-� a G' �3tiy ^� � ~"' � �3 " t.. d `L � � is � t �x'� � '� . �--i t, a�. rS^ -r` ', �< - L'4 rit+ ( ,F / - f , (" :t - -4 (sit' � s ';:,.. � y ,ti --s, �1 '' 't 4 „ - S ', a tin '-'4''''-t01-1 ` . r a x e 7 4 ', i'' { r ' t- " T > f t ✓ } TS t l� Jam,. FR L -:1-'+'`,.' - ' ' r 'r z , ,, $ . { a s -4 K4 f cye 7 f "' r V i, - ' v- s 2:: kt y .,%,' v �r..�Y - y '.�, ' '''',4 .T+ „; ' z --8,.,--4-----;:..-,, eti,'" r r.3 , ' 9 .t3 4 ' s yr . r fe'�' ,,,,. `3�t. ?r te , N ..„ . ar - � £ .rr , - ; y X' r ., SL` € . . w , � �' a �`, -'�ry1'-,u r.. 4�xi �l�r? ti �� x 2^ t t'' - . ::'3. 1 ! - j h am �, t .a' t . . 7'71` i✓∎' c''4 s f� M + ' l 1 ,''�` s '' �`- `t'�' '' � � y t"i' ` '" .➢e 7" { `.�� r. r z �1 i { , y�� F ' iy y � �w m y ✓ Q , e.. -,:, ZS� '; ( kt ' '4 r rte'" 4„'`` > x Y , r a a� y( w. r i w 1. . j > ... , k'!��`- �`th.y 2 / ... ,. �"Y3. c °< S''.E fi`s� \ � d: x . ' 1 Fi 21: Sit 2 6606, Fe ature 1: Overv to Sout � o 11.3 m '@ 250° ®� TO FEATURE 2 . � a o [ � � � 01l v S 1 e [25] 42 II ® SMAL / [0] rP � I s� i1 ! it - MOUN ' O ! `� , e,r�v s i e -• � 1 FEATURE 1 f/* 1 S • [01 f � � [451 is if SMALL' ems .' DEPRESSION I ® o � SO� a [95]. s. I l [0 • J r =nl = OROP 4iN = BASA ROCK J ' = SITE TAG i I = POIN'T'S llOGV?v SLOPE 0 I 2 3 m I[4:11 = HETGTi I (IN cm) Figure 22: Site 26606, Feature 1 Planview. 33 I 1 f i Moun and de ressions on the ground and within/on paved areas are typical of the drier p Kona Field System agricultural landscape. The amorphous shape of this platfo�ui reinforces the # notion that this is an agricultural, not habitation feature. STATE SITE 26607 (TS - 19): Faced Rock Clearing Mound l FORM Rock Mound FUNCTION: Agricultural AGE: Likely Historic -era, or possibly Pre - Contact DIMENSIONS: Length: 3.50 m; Width: 2.17 m Height: 1.40 m (maximum) CONDITION: Excellent SURFACE ARTIFACTS: None { EXCAVATION: ST -2 1 DESCRIPTION: es rise Site 26607is a faced rock mound constructed on top of a natural outcrop (Figure 23). The rock mound makes use of the entire outcrop, as its four faced sid up from the exact perimeter of the outcrop foundation. The similarly constructed Site 26610 is 24 m to the southeast (Figure 24). The mound was constructed with small to large cobble, stacked , . an average of six courses high. Smaller cob ble and pebble filled the interior of the rock mound. A { 17 dY ((` 1 ✓ 11t 4 �: t ��.<) r i {,, 1 L is u i {{ S r t r a, ¢{ . kY�. " r . ',. t 9 j1 fi ri . � i, 1a \ u ia } C ? t ' k, , S7 �-, c �r . p {R'% „ h 1, ,-"4/.444.,,',,r1'• ' -A , , ., ' tl I t { it r 1 a 1 ' \ W'- .fir +}9 `' 4 . c - J# 7 ' .� , ' '.; J 4 : '° Ail- f k Yi ; '� - ” ! 1 , k t .x.yt- i t Iy ,,, ? .� , , `� 'E r wr 6 s.„r x ,st, f � t c } ' i . � ` ' '� S,° + � � rc�' �v l'�' .� a j f � ��I, r'"4 r- W �aF � - � r 1 �' t, � x• 1 '7.. � ,e� � P, �,� � ,+ DA • j i �I • Ly� Y?; r a. v ? ,. ' � c v I A :2 t r t $.. f 5 2 41 - 'l tk f i l A I ,',} K y y :- ,, 5 "` n 7. , ki r; , k, 'S ' .. - yr , '�t� i ` ,. " x it, e q `SW, e,l,„ ,, 't �*a' ; t �' ` ` 7, cl; �' K y a ar,.k 'U a fr' " .�� v G k, t } i,,:„ r f` ' `� 'A N�� s. 6 „ , v a c , - f . 'f ;Vek i "* J a g ut X `:, 5 4,,. rl • e q�R ', ' .,—, . ` � J .,r } J c y, . j * ' at, . ° a �fat� �t.�; ,, . �t an { r ,. b „ �- s ue ; Y ` 2 4 . d 7 • �N 3 v R, '`� :1 f, . ' � d � C . t , i N, ncz is ' :11.1° 9 . °` r 6sx k i� t IS X 1 a }lny � k h tib, '? f L 1f' x bud , r}r e y A -* _ i K v Eli - h, w t n Y 5 �` R `�4n-! c J ✓ c 11 � 4 ,.a !y ,£ s h y5xm s G v �, ' V x e v c , W ( t y 7 .�� ss> { e d z ^ aYf'" ', i.: �sa ;9 " '�� p"+6 ,. ,... , , S4i. A. ✓ .. . , y n . r f hs " £i , �1 h � , � 1 . . L, Ah ,,,, � r <. . � a � "� t ,� ] 1.f,t 4 t t : t j1 C , u r L'�y rib �* . ? . ' r �i F ru 1 1 r � � + s .. , t.. t ,z ` ; , s � v r� j€I > :" ' j . ' ° r j. t ', '0p4 t� R t+r<r s -. ", ` S s ti : r - ` ,/ r �fiy;� , . r W �4 r r r �gS �+ e F v 1 C ' ti t z .� ys , " ,, ,ita i a� fi ' a , t n � t � ^Y ? k.. Yez e l p' '- -, ...47 f .. '� � r �i:4 r b' Y ,it a'• { . r Kc.- : 4'4,, :.: r "'' $ V F s, ; t io- fJ `�^ -, -, ' c,+3 1 Tin. I r - Y aa**fiA !c 8 r J{'A `z. a 1' , t '�t'y l:O J S . +r a ` , /if ✓ 'U x f 1 J F 4-n # W ,� Y-f a, r r , z f . • , rti 1� ;' � 'i 4 5` �1 n 1` An ,./A ;; F ' �� 1 Y� . X i t` s AP \ � � fi � �{} 4 � r +,# " � „ t r x�' � ? �, st ct � .;, , ,� i� � c +ar � fj ,q, t3# r `. ^Y { \ S eA , � V 0` e r e ' ti q ra: / ti S k c k ~ J a n • ;41.‘ �. � � °+c t ''� ss � r ��N' � �� Vi 9't"H�- r " � r � • 1 t , ' ' � � 1 l . i 1. rs't -,+, � w � ; '0y i f "' r' }r� } •2 :, � 15 �f Ff' _ I . . r Y , M, . 7 F 4 pp j = F,,,7 e �44,4 �' `fafT ",��.Cr,+ 6'7'r� \ y .t ! it _ -c' , '. i . ftc y Jfl► ` �3 :i„ �i r r'..' i j Q� " Yz ' ''' f± ' ,�� '1. J ti. - '. • '�{�' a `2 .6' .+ \ � c ( �` �°�.. b � �, P • ' . ✓., .' ` ` ,, ti `s _ ,' - � ` / if ^� _ z '' i' / y '. w:, � k a rc _! � f .� ..J .. s W ."47"...:.---, �` E` � :.„--...„,,,c-- ,/ J Jam F "' �� ''4r t '" Lw n , a 3 4 , 'i - z '0 'f r..l44. �c i '' row ' - ' ' C i :. V5. F'. i'l .' kBC j I�hiy'9 '''' t y .d � P � s :-, . ... cy " ' '� 1 ff ��n^� P y � �,f `lii�: -a � .ldrk y ' _�,+".,� - " `r / y .+; . , � 'i ` 1 4e - - t ° t W. :' 1 , f � y. � u ,,� , s , � .$•' - t': � mob ra t P . ` _. .y. l Fi 23: Si 26607: O ve r view o f We Sid e. View to E , 1 l t 34 Y 1 ( i . ------ 't) 1 V E-4 E 6 el 1 cn E-4 as t • ow* T:sttVZA3,4 1 • lb' (. 1 4 4. 704 %Otte, .411, 410f , , dri l Ali i ti t IlA • 4 . .40%,,, N. # .V at err: •=• m - - - - l It cn I t., ■.."-./. " I 1 E 1 1 1 o. I 1 kr) cr) _.... • • 5 --• 0 I 1 , : •x.).. • CI •k 41. — g g •g 0 . • c? ,•t..., c b ci E. .< . c / • •O •,4 ■-, Z 4 . ',. . t4 , et 4: EL(' ••0 czl• • P-I I 1 • :,.R.: , := r4 c'.. )-, ›- ' - w -< . •W w Gs 1 1 1 . ..7 if - .101 M - Cc:: I t • - • ' - - letit ' • k. • ` - ' - ' - ■-■ • ■0 cl at 1 cri■N ■-i Ck r-i . I E."( .. ■0 ..., .. ...,■:, __ N R 0.: • li 0$ -, 1/4 .. . t, 3V4: 4 .p.4 Cf) if If* Ilk,' /j• 4 = gx. -0.% • .s1/4 • • ‘• 4 i-t •-• -* 41 e /... • liwtop - / z ea El( .•:....,, /,*, • , cz4 va ( f • I 1 1 Strat Trench 2 # POS ITION: spanning the width of 26607 rock mound t PURPOSE: 1) burial test; 2) to investigate the subsurface stratigraphy of Site 26607; 3) to 1. recover cultural material DIMENSION (in meters): 2.50 b 0.50 m TOTAL LAYRS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 1.29 PERCENTAGE SCREENED: 0 CULTURAL MATERIAL: none SUMMARY: ST -2 showed that the interior of the mound was filled with smaller cobbles than that of the carefully placed exterior stacking (compare Figures 25 and 26). The pebble surface paving extended no deeper than 1 5 curbs (Layer I with the remaining 114 em con o f cobble fill on top of bedrock (Layer II) (Figure 27). No burial or cultural mater was found within the mound. l # ,m I ... e r r , ' ,* .-„!;,,z,-,-.--.,,":" .4.r 1, ? 'V4 '. . .. it .c r f ez 4 .;_ , , _ rfi � t -ke4 Y •, •+ ! x , c ,A ,,, / I w .a ' . S I N g- " ., . n . ` G "" r, � i fi; ° .: L{ i R 7^ - L ',:c ► . 4C - ( M � F f �{ t , x r �` ° � t.: ,I ., � 1 �ll� �c�f i S 1 7 .Jl i .. N 1 1 ,4 1 i�,�, I 4 _ 1` ` '',',.:••• .,, - „ i' { y f f r '� , '� i t } 4 r f . 1 3-. 5 ti 'S` • ,�., , �. Y } - a 'TiCh ,L '�" • - - � Y S 4, T # k:,' . � 1"�1 Z y k , �,,, e 3 .c,-,2,,,.....,5,,,L--:5,5,:.,- T e .o a , � i:; -.,-- /. �k ` . -4 - r f . qq t r r ! r a `s 1.1=C 1 ---"'7,,,--' i " r - � "4 ` S i 2 ' „, " L e 14 it W . H -F:Y>` 3^w �' f ey ,.. , i 5 ,�., .y "�t , ' -a- ( � d +4 ' �. 1 ; l ..-. ,. ' -- ? vl ar , ` g 4 t ."'` " ,x• - _ , ..,..., 0 1 - ;-,:;.„,:-, ,r j+� ,,� .... T , 1 _ _ ice,, . r' �� , ` - } e.. -. a+- _ :, _ ,, �,.,a i �'lt - a. z a ' f ss. } ra. ., ,, ., ,*,.., � ' - ,,. r - ` / z ,,,,,, ",, aim ".ax i '," -. a, { o d . ,-,..,7-',.. , " y . ' o .. � �- r t - r . ,i' 0 ' } ,�' ° 4'. 1 k H � r ^ �' w' aZ . x k . >, y , .!1„k�lx +c k . mow r \�" . fx -lA} \ d C e +�,a.5 � r is = v, r.¢ r ` m w. k'-` z I t .. .?, --- -_ , , ' .d.:..a '1.... Fk t� oR t.v . .;F u4>.., - :i,yam - � ' '. 4_ d . k . �, .u Figure 25: Site 26607: Sou Wall Exter Construction. View to North- th. This faced rock clearing mound • similar to that at Sites 26605 and 26610. See Site 26605 for an explanatio of the agricultural function. l 36 i r STATE SITE 26608 (TS - 20): Mounds and modified outcrops (23 Features) FORM Mounds and modified outcrops FUNCTION: Agricultural . AGE: Pre - Contact DIMENSIONS: Site area: 100 by 60 m CONDITION: mostly poor due to natural erosion and cattle SURFACE ARTIFACTS: None GPS: various EXCAVATION: None DESCRIPTION: Site 26608 is group of 23 agricultural modifications positioned slightly north of the center of the project area (see Figure 7) (Table 4). Most are low mounds of piled boulders with varying incorporations of modified outcrop. Shapes range from linear to circular and heights range from 30 cm to 60 cm above the surrounding topography. Cattle tumbled many of these mounds, some of which may have been more L- shaped originally, to assist in erosion control within planting areas. Feature 23 is one of the larger, and more precisely defined features in this group (Figures 28 and 29), and is a good example of a feature created to retain soil in a level area.. , Table 4: Site 26608 features x Feature GPS location Dimensions: (L x Number W in meters) 1 UTM: 05 Q 0188380; 2172735 3 x 2 2 UTM: 05 Q 0188399; 2172784 7 x 2 3 UTM: 05 Q 0188388; 2172772 2 x 2 4 UTM: 05 Q 0188385; 2172756 2 x 1 5 UTM: 05 Q 0188384; 2172742 2 x 1 6 UTM: 05 Q 0188430; 2172787 3 x 2 7 UTM: 05 Q 0188432; 2172778 1 x 1 8 UTM: 05 Q 0188437; 2172781 4 x 1 9 UTM: 05 Q 0188435; 2172784 2 x 2 10 UTM: 05 Q 0188425; 2172787 2 x 1 11 UTM: 05 Q 0188428; 2172793 1 x 1 12 UTM: 05 Q 0188428; 2172798 2 x 2 13 UTM: 05 Q 0188428; 2172803 3 x 3 14 UTM: 05 Q 0188443; 2172805 2 x 1 15 UTM: 05 Q 0188440; 2172798 2 x 2 16 UTM: 05 Q 0188445; 2172823 2 x 2 17 UTM: 05 Q 0188459; 2172822 2 x 2 18 UTM: 05 Q 0188458; 2172826 3 x 2 19 UTM: 05 Q 0188408; 2172797 1 x 1 20 UTM: 05 Q 0188451; 2172695 2 x 2 21 UTM: 05 Q 0188429; 2172781 3 x 2 22 UTM: 05 Q 0188447; 2172819 2 x 1 23 UTM: 05 Q 0188428; 2172760 6 x 4 38 1 l k . , "' te r Z � " >>vs* 's F Zr ^C- z H ! � &. ,._ e.t.�s � - s F f - y _,t > � m'. ! -E.;' 4 3 - . :1 .. - � ' ss .1 r 1 ` . N' '' ,•e�„�„ . e 1 . � , - , �� � e - e az 3 , 'a, .` d tad k r n s ; y : ';' - 8 l :. • -L 9 g r !• y.- ve 4`f s,.; r l r k - i -f:e , f a.r ' : . ti j '' - s a ! .' c. X37- -. ..�Y-F :.} {1, �` / t tf i 1 ! . a s f � ; i +. �' g „ sit ( ' s ' • i p 4 5.. < 3 : 1 N Y -,f 1 9 f '� :c *� i h 4 r 1 1 Z n • ' i � i � ;, ! l . u - `9 z c . ma y r i� �-� , , � � ` � w i ,� ,�� Y ° i� k� R, �''' -tea Vi' a �' � �� t' fsl v7 °fi r n "6y rr r,.� <4 K I ^ 2 ti . S n` x`e ` ' r Zi • t" - 4 1 ' a.✓' " -. .. r Z t :tis C r y��' +?F t }i +� \ - a _. Sf �u� w i . M14,.'. * a S � t 3 u i / tf 3 "' �s � , t k 6 , ' {� !4 -. C : ^, keN- °�e.+ M - c. -w "` - t 4'1-'4' , �_•.'r'" t � y f � t r . � "t, '�` A.�':. C''° �x i �-P \ e % r r t'�`�\„� ��`�'�', �' ' k -, -7-Tt *z '1j" j{' tics .-, r l � ' o- - 2f �? -F " �4 `ti `s a � eck�. - " r f u it P -. � ,� ■ 1 lr+ f : -"' :a 4 a � , 1� ` .�' - ✓{ -. - � .. p -' j' f' f j+' Ar X . n r r1 � A!I 4 ' � / S' y `i� ' r �, / f , e,� `` zi�.` ` / - .� �C 4. L� �, -� 5 � 1 r�� ' +' ��,� ; _ X � � pf ✓ ,�t c t } 1 y fR- � r` ° + ' , � % \ � 1t i ,y / � N;a "" l -was' - t ' � 1 ,• '- p ' 4 4-, , 3 ~r c a • ;i A, -; :: -:fir. 9 ., 23. Overv A�7�,?,�^ ' I. •.... l iew to East. 3m @300° ( $EDROC m . 1.1,,,,, [6S1 [ 1 OU T CROP it LS 11 [ 0 ] �� Il W i 11 =11 '''...7/=11* � STACKED (a�1 1 BOULDER ARCHITECTURE P4 FA 1 11 J 130] O W X � l yERIME W 11 TR I0R 101 i j KEY 0=11 = BEDROCK [60] = BASALT ROCK I *I = SITE TAG [o) 1 I I#1 I = HEIGHT (IN cm) . 0 50 100 150 cm �� 1 [01 .. ■ Figure 29: Site 26608, Feature 23 Plauview. ■ 39 1 1 .. Planting in heavily - mulched mounds and modified outcrops is a practice common to, and applicable to, drier locales in Hawai`i (cf. Handy and Handy 1991). Studies in nearby ahupua `a demonstrate that agricultural mounds are more common in the lower elevations of Kona, with kuaiwi and terraces more abundant at higher, wetter elevations (Johnson and Wolforth 2006). Consequently, the features at this site are interpreted as agricultural features that were constructed and used prior to Contact. STAT E SITE 26609 (TS Faced Rock Clearing Mound ) FORM Rock Mound l FUNCTION: Agricultural AGE: Likely Historic -era, or possibly Pre - Contact DIMENSIONS: Length: 3.40 m; Width: 1.90 m; Height: 1.05 m (maximum) J CONDITION: Excellent SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26609 is a rock mound constructed on an exposed bedrock outcrop, as its three faced sides rise up from the exact perimeter of the outcrop foundation. The l mound is constructed in the same fashion as Site 26607 and 26610. The mound was constructed with small to large cobble, stacked an average of six courses high. Smaller cobble fills the interior of the mound (as excavations at 26607 and 26610 show), and a pebble paving was spread across the mound's surface. J This rock mound is similar to that at Sites 26605, 26607, and 26610. See Site 26605 for 1 an explanation of the agricultural function. STATE SITE 26610 (TS - 26): Faced Rock Clearing Mound FORM Rock Mound FUNCTION: Agricultural AGE: Likely Historic -era, or possibly Pre - Contact DIMENSIONS: Length: 4.00 m; Width: 2.90 m; Height: 0.90 m (maximum) CONDITION: Good SURFACE ARTIFACTS: None EXCAVATION: ST -1 DESCRIPTION: Site 26610 is a rock mound stacked on top of a natural outcrop. The oval - shaped mound makes use of the entire outcrop. Multiple faced sides rise up from the exact perimeter of the outcrop foundation (Figure 30). The similarly constructed 26607 lies 24 m to the northwest (see Figure 24). Unlike 26607, 26610 has one tumbled face; its west wall has collapsed. The mound was constructed with small -to -large cobble, stacked an average of six courses high. Smaller cobble filled the interior of the mound, and a pebble paving was spread across the mound's surface (Figure 31). Initially, the smaller size of the mound and its uniquely four -side facing led field archaeologists toward the hypothesis that the site was a burial marker. (Excavation was conducted simultaneously with ST -2). One stratigraphic trench, ST -1, was placed so that excavation spanned the width of the platfoll , 40 I ` 1 1 • 'S t aiS� • s X . _ s - -.' �5�{ -i _ b s s .? .e l l -S • 1 W F t t V x { F �-. . �•" V VI ` c y' -S`,� r .'r a � �"' ✓ rV a s t n . JA's 4r4 T' 6 �` 1 F; L� a �.a {i� � � � 'rti- r, ��,y'''��H�.�s3 t���� £ t t - c � � Ss. Y.�r � � `�t i4 ' c g� s�+ +Ra fi –T �°Ly t " / s' y i '' a 4 ` 5 i r ��sS a� � 4 { e k " ,P. - r... i t s ;,:§ :-7`, ,xr 5 y j i A. EN V 4- ^» 1 . , -- 31,ti �,t. � ,. A1 ` ;y i p y�5(� Z 4 - s , , , - 1 t . -. /� . r ' i ce .. l - .F 1r ";; ?� .R G F .;}; -«5j l"`" ,I i r \ - ; y .,.� Y ; ^ h =�� � ,. " C �y . v. .. '�� ^ —T ry / 5A' � ,�-_, - - � , ' . .Oy i � .. z t Ya l� ',' ' --P' *..4 •c ' m s r � r"� '� . , ft**, ! � r 2 � ., � . " 1 fir° '� h y � � c + 'b " 'S7 • . \,"= � i t my' .•+. ti � � r � xf I fi � s f �µl YF�F �,�r /'�",:, ' ��,. y .�d i ;. rt . ,d . j t", j - �" L'ai - � d i ,° 2 �', _r 7'.%'-'''-- . �4 .., r- <' ". . . . ' , t'�l1 . f '. ... ;t'o° c, _ x -$'�4� \ ...::k'. t 1 Fi 30: Site 26610: East Face Construct View to West. e0. ^ 5 .0 ,� < —e^ - 4 F . { e` ' a y f i .� i ., g n �^ ¢ z t n rr l' -� Sa. ,' . ` +. w r.W ; e/r 1 ✓ 4 :..i� as �+ r 6 r "'. A 4 ; l ,4 *r, 1�.-- -AV �,_, g " :' � f'f,Y„1 , 5,�' `1 � l ! ✓ i- + t j ''riri i '' ..2[ :9r1.s r � I � `r` .. ` �i r ✓ 7c t �„ +. � S. - 4,, ) T r ft X rt" Y H C' . -- p i . n.. --; .E s lt `t� 7 ' . a . , Y 1 f s r� � ,-, i r r ! I r r ' . ' 1 x n , ts` r f i b , � { r j "` , J � s �a+� Lµ ,�'�• s �s <' ,..44..,,,44:',.",...y;',=-( � c c�f s rt� rr+4" d � . ( 11 .'. t .--1; 1: ' .l • � ` f F 1 ��,Ci � h''! ,:.1''.!,..-5,77-2.-43W-A' '"' J -t" ', b : /J ' r 1 n' ' :' �w 3 '''1 ;�+z - 1 r ` • ` ,r lr t y "..1--2- ' - ' . ' - ' - ' - // . / -, •-•'''.-- --. ...'`.:. ..? - . ..::,... :-..:,„...-- '-.. - - . --,,,....,,./ ' .Z i y4, e .' - - • .. •,-./..s. • , -:----- 0.:_•:.-., ii,:•?-4.-1-, -"...,---. - - ; . ..- . ' .• .... . - .. i ---_ ..-.- .•-: ...,-;.?-c •' . \ ,--.... -.... t 1 ' - ` Figure 31: Site 26610: Surface Paving. View to South. , 41 I I 1 t i t s. Stratigraphic Trench 1 POSITION: spanning the width of 26610 mound PURPOSE: 1) burial test; 2) to investigate the subsurface stratigraphy of 26610; 3) to recover cultural material ! DIMENSIONS (in meters): 2.50 by 0.50 m 1 TOTAL LAYERS : 3 BASE OF EXCAVATION DEPTH (in meters below surface): 1.15 , PERCENTAGE SCREENED: 15 percent of matrix that was able to be screened, was screened CULTURAL MATERIAL: none SUMMARY: ST -1 showed that the interior of the mound was filled with smaller cobble than that of the carefully p la ce d exterior stacking (Figures 32 and 33). The pebble surface paving e extended no deeper than 15 cmbs (Layer I w ith 97 cm below III consisting ° on top of the bedrock II), and 3 cm of dry, loose, dark brown (7.SYR 3/2) silt (Layer ) g outcrop. Roughly 15 percent of Layer III matrix was screened. No burial or cultural material was I l found within the rock mound. �d . rT 5 s3 Y / 3 s, + a. fi '' .+' Y' t � i S -2 .."` 4, Y f A r d F a T' F ; . P ,£ 44. ., m p t r 5- 7 s .aY? '`a' y y , �, . 4 4 4 tF ' r''.� : ✓` t � F s S''- i }/e S i • i , x a j'��v �'•: , x. � y ^�F zr f p a ? S t .t x ,ft{ 4 xtL,k + ' . �` �. .,.��,'��" u �.,�,+C;�'?. r, `�.;�'�yr���i�$ 3�'+v ar�� c��$ �•2.{�i � i � h°,rrC �y + {'f ,„,�7li * ris •; � _.+ b y . 4 .. - i ' i U'+ d s& x e s,p�" viY'�n"r "Y r i. r 9 y , 5 t1 :i +�' .4F sf R-a. •i g :iii 4 T �` ,� y "t �. t � � � �� t t $3� � ��� �..� r -1z��, > t� a pr kx �� '�''� ` � � f li� c fi Y � � � w4'r y t F S . r o . fi i 7 + , ' ra G ': 'E3 ° 4t '.s T=; : "' p t ,r ? 1 � { y i- �.� � V � n ro r " } � ,.J" 3 + �t / r �` . t r s '4 {Sl e j .' '' 4 '' t a i i " r r - , , TS�� w t U f i `�aq .:', M xp, its s ty . ,sa��r , - „.. fl9 , a' _+f, * � .qi., 14 ., {r ty q. 10 k -✓ 1 4 9t l y y .q �S � �.s s 2 : r [ t 1 gK7 40,,,,t, i u yj ti i..4 :t �� ti : f la y ,.` +W ^' ? -, ,¢ -�' ®y u` 1 s f ., F -F- ny $�' t 's t ^ate” -y �� ^ ° f ^� Z < t '� �`�` �. \f x'" s r + -?'. s 10 . t f L to 4 N T e it .. l L 1, . i ".` 'y - - - -' - g'*rn s,r'' i i t t 'i' ` 3.r V.-7..' / � ∎,., .4 p , /� '� Cy r its ru f • t • --c ' may �.s- - A u d 1 1 ( iPrt 5 ,t / T h '�� 1 i arF f yy 'i r l s F it 6�Y _ L h "� * g4 ( ° 4 t E `� C F s t r t J f "h ." q 1 s 1 `' y r ;' [ � ,` i 1 / t tom ... fr Y '' S 9 i t ig . F 3 Site T26610. ST - P - Excavation. So uth Wall Profile Photograp to South. • i. l This well faced rock clearing mound • similar to that at Sites 26605, 26607, and 26609. See Site 26605 for an explanation of the agricultural function. 4 i I 42 CROSS SECTION OF TS -26 ST-1 • SOUTH WALL PROFILE PEBBLE G PAVIN _ GROUND COBBLE FILL SURFACE INTERIOR am, �A.� — �� GROUND SURFACE -� --i " =11 11 =(I I t"i f =11 "„l 1(— ll 11 "1°— ( BEDROCK OUTCROP KEY n = BASALT ROCK rim = WALL FACING 0 44 80 120 cm �♦ +;� Figure 33: Site 26610 (TS -26): ST -1 Post - Excavation. South Wall Stratigraphic Profile. STATE SITE 26611 (TS -27): Kuaiwi ( FORM Kuaiwi on outcrop FUNCTION: Agricultural AGE: Pre - Contact DIMENSIONS: Length: 14.00 m; Width: 7.40 m; Height: 1.30 m (maximum) CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26611 is a mauka -makai kuaiwi on a modified outcrop. The site is located 9.5 m east of 26610 (Figure 34). Up to eight courses of cobble and small boulders I are mostly piled but occasionally stacked —on top of an exposed bedrock base. The stacking has tumbled along more than half of the length of the outcrop, however, the southwest corner of the site retains a faced makai side. This linear site served as more than a deposit area for agricultural clearing, but rather an agriculture boundary marker as well. 43 f ` 1 �iiN� A , r s F 0 - , �� C 1 3 . E l \ k • . = �v - a ' V a.r, x �� g � �?, t . �•,iv 4 � r �$ ' i'} 1 'k ,SJ � t r .r S .4s .,C � � c'� ,r „ r ; Y r 7 L�t�- +�,/ J J � . �. n y .. ° 4 i f `,t a °,�, ' ° y �' � € n 9 d ; � a a-, 1 i ^, p-s - 1 " °, " o- s 1' r 9 F . - c . �y_ —.0--- �@' e .i . r g v -t.. 'i+ 5 -" ' ri`.#'∎ a r ' e r 3 r A ! . ,. - ,-.. $ --' is ' 3 ?a' t � ±hi 0 ti 4 * y r t --ti:-. 4 `. r € " ' Y '3 . . y �,4 33 1, g �' u ` .r ` ..� n�}�'Y' �-t ;s 4. � - � ti ex. � � i d � � , 3 z �� r k� J`� v {a 'J p. 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'� 7,. kh !! r .F1-3 — _;/,,,',...'-. : 4, 1 ' t� t / >�w, L y -7 r °- 4� •* S �' ' 'k "` - ' 1 \ 7 i ' ' t wf. -P.'" ,te / R'.r`..n w � " ' i '. t i 1 ' 4 l'- ' ,- :■ , :■.' '' I ' - ''' ''' '''''.-- - \ ',.--;:- ', ' 1 .1 = ';-' ,, -:-',-;—,-.'",' , ," ,.'"C"... 74. � / '/a I,-- `. /'>„/... '''' 7 -4 ''',4.'`,'''.',.:4' < ',.., ■ 1 \2.e .r a Y '''' 41 r --.1';', e N.+b „,r c r i`' 7 4 ' , 7 .,' ,� \ e ,'” , r'� ' 1 5 `'T f , r ' { + . *`rQ h life r ; `A f t , t} :.--,,-'.'1 � - 1 \ N a 4 s. r ., . ; : C` <� � >t ( �y+ 7 , i � 4 t ,,�,. � r ''� 3 c � \ J'✓ ii �f '�+ __ �bb t .r xf � r �S � ^` "':A.+.rs�.:.a�.%'1� ..- ,a}'C' 3J' � �3 a =- .�.?�t+ � 7 . Figure 34: Site 26611. View to West with 26610 in Background. i 1 STATE SITE 26612 (TS - 28): Large enclosure FORM Square enclosure j FUNCTION: Peitnanent habitation AGE: Pre- Contact DIMENSIONS: Interior — Length: 8.20 m; Width: 5.20 m; Height: 0.70 m (max.) Exterior — Length: 11.50 m; Width: 11.00 m; Height: 1.45 m (max) CONDITION: . SURFACE ARTIFACTS: None J EXCAVATION: TU -1 and TU -2 DESCRIPTION: Site 26612 is a large, square enclosure constructed on top of a flat, J partially - exposed bedrock outcrop (Figures 35, 36, and 37). The enclosure is approximately 50 m mauka from the base of the project area's slope, and 38 m southeast of 26607. The four walls , of the enclosure have tumbled so that only ten percent remain bi- faced. Wall heights vary from 29 to 145 cm (three courses to eight courses) with the makai exterior facing being the most prominent. These walls are constructed of cobble to large boulders which rest on a natural soil ,- base (at the east and north sides) and a bedrock foundation (along the south and west sides). J Tumbled boulders are strewn throughout the otherwise soil - filled interior floor. 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A k : % ' - ' - ' - '-." • ' f E n c 1 0 sure- 1 '''''':''1:V.:..01,;;; 4-1{.0-.7,411;VtalAi.VAtir,i*S4tis"dim- Face ° .. 1 1 44 ,, ,,,,-.x.,,,€•,,7,4 . - , ,_...a4- - W 14 :::*-' 4 ' .i- Northeast ° '''e•-,,,;-,,,Irkt,:i1-6,:;--zi--,:fsk-sA...-- -- -ew t o - -.-- - ,,,,,-, '.',...,,,,5;',,'•.',,(';,,,Ii,;)„,',.:,T, 1 LOA . 41?I '' * - 26612 Over"' L ' ''" Site 2 35: ,._,1 I Figure ' - - ,,.-.;:,..--;:'--4,),',.!!:.:4.,':'=--.,-::`,C,'II-;•:-..,....).:,3,•;.;',';'-,:',.:-:4',;''.=.,.',',',.'4-,-,',':;,-.2..,;:,.,,..-,,,,.:, '',/.:,,-'--;..' I;;;,,:i'.',.'';1"--;;;"a:'-':=',--':::.'''::').;.'*-,...:•::-.',,],-;':...[,,,..,:s,-,.:*A07,',:-,',.,:Y:',,-.--;_-::--.,,:'..::%,,,-,:,,,w,1-.i..I.-:': ',,f.','-.,.-.,,,,,, . '',' .;; .-/:.'.,,,,;.,-.:...,..,:',.,,,:q1,...,-;:,..', I 1 N,i,TA:--;',...i;:::-'' ':*.'''''':' '.' .,:' '''.;'-'r'L'.)!,...,',':`-'.''',..'',.V.I''''';',.'::-:',..'''''-''-';',Y:i..5,'LZ.g.ik-",.„,'..,::".-':.,,..',",..''.'-'r ! ;i: , , -, •:....'.', , . 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O to .. , t , : ,' , ,,• - ; --14---- .. - _).- 1 „ -,..,,, , . 36: Site 661 2 Figure 45 1 1 1 1 1 1 " Alkali o cn doipilioeurist...110,4%.■411! e=, _ + d�4 110. - ski N 4110.11001 , -. 4 r air4 % 1 41`" ] '►d , t . as ca •� �i c ►tit . tip , i t 41 4. dij '14 i Illree &V " a ,,, -=.,, ......%I*1# AM �� �� ∎ P 41 as-W. .-.._. *t ■ */. i fik _ fp . d 1 I" • O ! 1 $ Cj {,t0 � i� 71, ��, ��� ®, a 4A, ■ Rio 1 I ll'itr Vege - edice.--1M9 ' V.Witi a. g 1%41 0 .3 o w at 1 v eC - t- - -�L Ow x w o 1 1 0 lol : * � ' ikA M w 1 \ 1 Test Unit 1 (TU -1) POSITION: bordering the m akai in wall of 26 612 enclosure 1 PURPOSE: 1) cultural material recovery; 2) investigate the subsurface interior architecture DIMENSIONS (in meters): 1.00 by 0.50 m TOTAL LAYERS: 1 BASE OF EXCAVATION DEPTH (in meters below surface): 0.65 (maximum) PERCENTAGE SCREENED: 100 CULTURAL MATERIAL: all of a pre - Contact midden association 1 SUMMARY: TU -1 excavation identified a single stratigraphic layer that extended 65 cmbs to bedrock. The layer consisted mostly of a consistent • matrix throughout: dry, dusty, loose, wind- blown, brown (7.SYR 3/3) silt with the occasional small boulder. The subsurface architecture of the makai wall was determined to be entirely tumble in the area that TU -1 overlapped. This means that the original makai wall of the enclosure was not nearly as wide as it appears today, and was likely taller; at least half of its current width is a result of eastward tumble into the interior. Recovered cultural material included marine shell and echinoidea, sparse charcoal, and manuported kukui and coral. It i s important to note that all cultural material was recovered from a level 3 provenience only: 31 -45 cmbs (Figures 38, 39, and 40). a t ? 19 9 G �j r 9 y 8r��n 4e 1 ,:' , ,';',,P= , ,..;, , , -- , ; ,,,,, e ,',1' s r a'' r `W ' � v f ' r le..l CrY P >+1 ya k , l / : . 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' d° y r \ s o r s , _ ,, cam a I �, '-- c } f "' ; r , � , ,, „ Y- -, s t _ L ' y ./' ? d' ti� .: ` 31/1_ ,. / ' t ' �, r _ — Fy j � , '� � aE T y _,. .. rr 4 - ±� •,d r" '`� < r- r t , r si ,F , ° _. ,.s•-•:-. ...--, r = � m = s. _ _ _,i! �_ _n :f r t e 3` va `1 Figure 38: S i t e 26612, TU -1 Post - Excavation Overview Photograph. 1 47 1 1 , f ..,.:, -- 1 ' 4. ---- ::: ; ' ,. .-',.r!--- . ,7 0 , -,---•'-- • ■:—...;,.._ - ---,k--`-z-• 4 -, 4;4,7:- -- _ '-:,,- __ .`".-^^,„4‘, ILZAP4AA.11 - ''''' , 7 , 1 I: "I ; -- 1' ‘ 'i^ i 0- 13'• - f.' 4 V--■41 - , _.---ti'.. r:''--,.--_--- .i.,:" r -,, , i.xi,,,i114 , ,! •-. '7, r NI v - ', ■‘..', s A Vi, ; ' '. - - '„ i t, , .:7Jy.r:,.#-,. - , ' ,... 1 . ', . -- , - , ...•;„ h .1...er , , - i I ,,,.--- ,.c.-^ . : ----- -, - , '', \ '', ‘ , - - .-- - -- - ' ',,' -- /V1-,:--)., 7 ; ''!7 : ,.%,f-4,,i- - `-:.",'`•;/: - / ‘.. 1. L ' • f 1 _ ',.,,,, ,..."----5.&::.' - 1 :' , ' i ,. • , . --';.= _.>„_„:.,.., - \ ' /- , ...-," ,. 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'-'''' '"*- ,: ' I■41 .',' % .,..ft4.,..-...,,,,,, _ A -, L Yel, s74WA A?”-.64;7;1?_■'2-\‘'' ,:\:,.. - ' • '''''' ' .4' ,:,,, , - ,,,,i,. ,, , , :f ac .:,;, 15 ,..{: ,,,, i 1 , ....,<-.. , - " s'N, :,!%,\ 4, ,, s '''' , ., ' a ' ,, '44.‘• 1 r ti,"k- I ; k...„,-!",,,, , . ? -1c,"4 - 1:‘ .• ' ' :,; ; -- ''"" 4- "..,, \ -' ''S''. ..$, . -.. \ ci' ''' 1 / ,;:ifir ; : ' -., l iff: j i ..",1„ ' 7: . ■ - , R.,■47 , t ^ ' -- Figure 39:Site26672,TU-1 Post-Excavation Stratigraphic TU-1 Photograph. WALL FR C/F I LES 1 ouniwEsT wALL 1 NoRTHWEST WALL I 1 r 1 s I ed 4 i LAYER I rrS k A 1 i /I i ilk A 1 ko Ili" 1 6 i MI A r a b% i kl i Il kik Ni i 4 II r4 ,„4 1 a ■16 IN KEY 101 = BASALT ROCK I t ( • I O z:NEX 7 5 YR 3/3) i 0 10 20 30 E=C; CM I / Figure 40: Site 26612, TU-1 Post-Excavation Stratigraphic Profile. 1 48 I ' I Test Unit 2 (TU -2) POSITION: bordering the north interior wall of 26612 enclosure PURPOSE: 1) cultural material recovery; 2) investigate the subsurface interior architecture; 3) I compare subsurface stratigraphy of mauka interior to makai interior (TU -1 results) DIMENSIONS (in meters): 0.50 by 0.50 m j TOTAL LAYERS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 0.36 (maximum) PERCENTAGE SCREENED: 100 CULTURAL MATERIAL: none l SUMMARY: TU -2 excavation identified two stratigraphic layers that, combined, extended 36 cmbs (maximum depth) to bedrock. Layer I averaged 13 cm thick and consisted mainly of a soil matrix: dry, semi - compact, brown (7.5YR 3/3) silt with a ten percent pebble / cobble content. Layer II averaged 17 cm thick and consisted mainly of soil as well: this was a dry, loose, strong brown (7.5YR 5/6) silt with a five percent cobble content. TU -2 proved that the mauka interior I of TS -28 is primarily soil filled, and the north interior tumble does not extend subsurface. E Neither layer contained cultural material (Figures 41 and 42). A... r 1� lei .- w >r j , - p F ,t ', K1 y ,� r` 3 Z i � ,. �tk ��Y"�� �dni . �r "`t'. � 7 N ' �°l / j z t �'� i ! �' Z w „, f � . � 3 i s 3;4 s y Yr - ( f �. f e i s. a r t t '' r z " M1'�,✓r 4 �' If 04,,,,,,1 � ```vo,,„,., -'' r �,- ,, 'v ay '�' d . ; -,' A - 4.44 ,-,; -',, . k � ',t t' a - r v'�� " ' , `� 4 -, r } ,,: ;' r, s k y.' r � S �++ � k �: " in � ''', 0 4 :(i ' , , f '� �" � r t ;.,,,-?..i- 4 r ,.. C `..3R� s �! -� A m 7' `t" ., 4 - ?r : W1 .' t ,4,, qY4 b r a' xRm -�” ,, \ YY ` , 41_. l ,`- g ell . r; t5 e I w� k ' i `� i E , � r f } 4 r 4-:_,. � dSr 1 K . ; J X ��! T " tea r. �/ of f $ ~ F 1 t , y 9 V I Nr, 4- 'V ct - ',7 - ,:_' - ' , -.?-1;1-:". ' ilk ` 7*--- - ''''''',\ - " 7—N- . 1 .-'‘-' '-''- , ' t l yiae:..a P r r ti f �r y 1 _' , i'", _4. �?'..' ! { i d r* / ■ ,.42,04,,;,,i, om e i ✓ . . y t k 1 ` y , ' � 3 . „� �z -- ` .rte t-.. ,,,, ..., - , 1 Figure 41: Site 26612, TU -2 Post - Excavation Stratigraphic Photograph. The size, shape, and material contents (subsistence debris) at 26612 indicate that this was 1 a pre - Contact, permanent habitation. The lack of historic era materials indicates that this site was abandoned prior to the Contact Period. l 49 I TU -2 WALL PROFILES NORTHWEST WALL NORTHEAST WALL --- I I 1 UNEXCAVATED UNEXCAN!ATED KEY .J t BASALT ROCK ▪ = LAYER I: BROWN (7.5 YR 3/3) • LAYER II: STRONG BROWN (7.5 YR 5/6) UNEXCAVATED 1 0 LO 20 30 cni Figure 42: Site 26612, TU -2 Post - Excavation Stratigraphic Profile. STATE SITE 26613 (TS - 30): Wall FORM Wall FUNCTION: Agriculture AGE: Pre- Contact DIMENSIONS: Length: 6.00 m; Width: 2.00 m; Height: 0.50 m (maximum) CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None 1 DESCRIPTION: Site 26613 is a rock wall segment that, at one time, may have been J part of a larger construction. Natural erosion forces and cattle have left little of this wall standing, although judging by the distribution of the tumbled boulders it may have been up to six courses high. It is possible that, like 26614, this wall was constructed to retain mauka soils, and consequently, may have been a terrace at one time. This interpretation is bolstered when considering that: the "wall" is parallel to the ocean; it is only 6 meters long; there is no other connecting wall (i.e. it is isolated); and this feature is within the Kona Field System surrounded by many other agricultural features. l t 50 1 1 STATE SITE 26614 (TS -32): Terrace FORM Terrace FUNCTION: Agriculture AGE: Pre - Contact DIMENSIONS: Length: 9.00 m; Width: 0.70 m; Height: 1.40 m (maximum) CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None l DESCRIPTION: Site 26614 is a long terrace with a high makai retaining wall. The terrace was constructed at a relatively high elevation for this project area, and on relatively steep sloping terrain. The retaining wall was constructed of stacked boulder fitted up to six courses high. The wall curves mauka at its southern end. This kind of soil filled terrace is common within the lower elevations (kula zone) of the Kona Field System. STATE SITE 26615 (TS -33): Modified outcrops FORM Modified outcrops FUNCTION: Agricultural AGE: Pre - Contact DIMENSIONS: Length: 18.00 m; Width: 9.00 m; Height: 1.52 m (maximum) CONDITION: Fair 1 SURFACE ARTIFACTS: No artifacts, however, two mounds are leveled with pebble paving EXCAVATION: ST -4 DESCRIPTION: Site 26615 is a two- feature site, comprised of a linear, mauka- I makai running outcrop modifications. Feature 2 is a 13 by 7 m outcrop that has stacked boulder 1 modification throughout its length (Figures 43 and 44). The makai third of Feature 2 is a raised (0.68 m) area of increased stacking, that has a level surface and is paved with pebble. Feature 1 is an isolated outcrop two meters makai of Feature 2, and resembles the construction of the l p pebble-paved section of Feature 2. The Feature 1 paved area has a southern face that is distinctly stacked 6 courses high (1.52 m), and rises above the surrounding topography and bedrock. One excavation, (ST -4) was placed so that it transected the Feature 1 raised, paved area. Due to the unique facing and stacking and paving, and the particular size range of the platforms at the terminus of the linear outcrop, in was initially believed that the platforms could represent burial constructions. ST -4 was conducted to inspect a large portion of the feature for potential burials. None were present. Stratigraphic Trench 4 (ST -4) POSITION: spanning the width of 26615, Feature 1 J PURPOSE: 1) burial test; 2) to investigate the function of Feature 1 by revealing subsurface stratigraphy and construction technique l DIMENSIONS (in meters): 3.50 by 1.00 m TOTAL LAYERS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 0.40 (average) l PERCENTAGE SCREENED: 0 CULTURAL MATERIAL: none 51 1 r i ++= U= II��,� [°] 1 " 14 . 1 9•41944; 1 ...._ - = '/ // 1 131] „\\ I = [50] • Il \,. v I sm ...•. I1= �. //` 11 � � / � \ \ 10] �� '/ �� 416 «stow..1._ II = 11- rr= + + [ ° ■ • � p iPIb' �" j T Do ♦ 1 FEATURE 2 . s ./ •• 1271 271 � .41` 3 l �- .�� �, , [°] • ♦� ' OV Ea = o � 4 68 /I' I 1 = BASALT ROCK IP • „ / ± x'!44 N = \VALL. FACING [01 t POINTS DOWN MN I. � I SLOPE ST-4 I *) =SITE TAG r II c 11 = // t�•11 ��� - PEBBLE PAVING /i \\�II�\ �� IV 0 <, 1. q ®■ [ $] (= HEIGHT (IN cm) , OOTCROP II � ® c II :` j �II 0 1 2 3 m + ` 7! * : [1s2] �. Vii FEATURE 1 11 [01 1 T Figure 43: Site 26615 Planview. s I i I 52 1 1 l w x r q � T id"a � r � r . • b �'k t;' �ys s.Y f�' /kC a � ' i� " i v f1, aE` T 5. . 'r ^ X a �vs� ' ' _ 1. R 4 T ,�a +av ; e t } + +y ( Y``';s�,f 4 V (4 i o- a' / Tr i p !';',:,'''4.' ° - \ � : ?; c , � : :', Y � l b i, r ^ :fl' 1 ����r3 b �t j fa� �^ �- c\ii�kw '' E�litx� T �9 � I .� °i � �.L ,��, Y"C��.9 • C '`::'AP-r.";:11:1 4 x " « ,V ti, ', A X f+� S � erY � ; + , :/ i1Tat l.t4 i 4f x .- v 4 Ql K ay z � 4*,= � { A . f.. ' - r , .. , . - Kr , *q _or F 1. -- s + Yy t 3 . �. . , .44 ``f�t`P� ,- ,- . i', f, I 3 '. a '� '� �'>5a d7 a c ? , •� tt �r a - w, u h � rii`* Y� rS'+ a w i*: �!� - r r � 4 r � � ' � •� t � '` � 7 •,n, T+m ��( E° �+n` e . S r ° rt. j _. "'� . t , r Y x � r ' / 4 1 7 R p .p h' t-fe b 3 7 sr ! " r 1 •' c e '�A . , Y om. , s ce � I r 'f � u. i ' , t � .t i 3 S 1 � . l t � � �s �t r r, }. �� ec, 'f y �r�,T( � . � #�^u,�r . �� �� ,a w ' � e 4 � . f / , ^ a' -s:93 X 72 / T 1- r f 4 Y to n_t !\ S lr i,, : u 9 S ' ,' '° ,{ii ' 1 " l y . s y FrA^ �'a .. 1 s 'v t • s ' f . fir ' k a� ? Y ^1 —:.,57":.." .5.�d A ,, L " r ° r tr� is 4 G '+{ fir .� O .., ..„,te - n u r . ^.v , 1 t ,',3,„,"6,7; 3 x -; . -I .".....,-,:.'11 , ' F '�� +}k •. __ , 4 • °k r+V t�s. S+ 4. ,� � .l' " r r 1 . + ^ d e ,, i� ' � t l/ '1 t / q � � = � . F ~ Y� ; F !` ,f 3.41 `�\ ,• . ;s,. 1 1i -T q f � - v • '! �' „. 1. ,, ,,,„t.,... 2 -7 1 , . ( , - ! 1 TA , '(:10741':-•? ' - r �" T f e • o ,'•4! ,X' 3 � }, a r r / i '' , ice ° •hy `� l( J / � r • '"�' "�` �.,, � � r::.���t7 �� �+ L ) F�, r r � � �. 4 q x '"�'�� � * L. S i a �r�s.'p "n. �'^ ��s-. K r''! ;,"rFs ,d) ' v i rya 1 r '2 , 1 J7 1 , F ° 1 4, p+1,,:;•, 0/A s d `4 :,r. , G+' .y "N' 4 •.. r L T Is, . a !l 'r 7 y, ` r i 's ,,,/ Y c if' Mt , E ?. }4' f + #+ + �_ _1 ,, 'C " r }60 • 4,q ^' 7 s • �` ° f"'e f *�?y 4f I j 4 1 . . s•" , a. F` •za. z1.Y Z t I { � a. aY t+ • r d I . , j . „P r ° w' -x . Froy :" '°` ° '� ' l. r Jk ' :t'.r , A `S'Y , ,. i ...^.` + r .! i i+, .' � t \. . . •-'r_ Figure 44: Site 26615, Feature 2: Overview to Northeast. a � SUMMARY: ST -4 excavation did not reveal a burial, nor did it produce any cultural mater 1 st that would aid in determining the function of the site. However, the stratigraphy of ST -4 does indicate function. Layer I consisted entirely of the pebble paved surface and averaged 16 cm thick. Layer II consisted of a dry, loose, brown (7.5YR 3/3) silt (80 percent) and several 1 manually - positioned boulders. Bedrock was of encountere co 1 d at an average depth of 0.40 constructed material of Layer I and II (F m. In 1 sui�nmary, nearly 70 percent of the volume Fnsists of bedrock, rather than the igures 45 and 46). The lack of material remains, and the positioning of the features on bedrock indicate that these features were used for agriculture. They were likely foci of mulching, a common practice 1 in dry agricultural fields (cf. • Handy and Handy 1991:526; Lyman 1906:161). i STATE SITE 266169 (TS - 34) : Modified outcrop FORM Modified outcrop FUNCTION: Agriculture AGE: Pre - Contact 1 DIMENSIONS: Length: 4.00 m; Width: 2.00 m; Height: 0.70 m (maximum) CONDITION: Poor None SURFACE ARTIFACTS: EXCAVATION: None 1 53 1 , • ( f y �y P ;r_a.� cT�- YF�'��: ii:-` '�� `.'yy � -A'� t �,' cj � iF��_'v` , x ' `r tv nr�'�iiA4 ~ -• . x � t ", �J ~ • R g a -. - �` ,- , i t'S.a• -' s• illi`J S I -1? t t -. pN1� Al: ,% v 1-r i r '..' .:,., e lf:'t] � r w i , , W i7 s.. �-. !".` {a •- ' ,4 0. , .:'%:. .'!:• i 1:c .-s p, y' ' _ ,, •,t F ti =:E�"`.' 3=?ia F �Y °� 1. 1 -, 2Y a ,\ \ t "' It ; -. T ' i : s� ..s r ;,„, - . . „ y � ti, r a Via: 3'.. ‘ ...� Y j q . A � Z ^Y yt r a +k . ..� : , _ , .;t6-'w. - ay , 44.-v y, 6 • .v .. Yuvr`.s ^•� 3 ss .. � ' \.,1,,,1 ce rJ � t a��x 1 / ' 1` ! YQ; s ° � w_re? ¢ � �.` � � � *z � S y <. <� 4t. , �-� E Fa {7 ,t+r € a 4 \ F , .l . \ � ;. a- s • r r: a '� �Z ¢ sti y t �,, t'� 9r t it'' TT�� , * { ?' `- ' ��2c',� :. �s •F ' w =� }� J ,k,,-- _n � S `'i:}` � : � 4� '+r s, � Si k, .zc `n < � ,�•' •j �r,� ari � g '53 {G �1: r�� �`; > � a t �: sF i J f -1 , IS s 4 is. -- + s i- tS. .��,�, �... .�a,'.c l 0. b, X '� �''``:.� .x`�'4 )11 YS 5 p.:-'3A.---- L` ^ { t ,r !?oF`�, `�`,�.e ii i}',,, ?ti" l ./' ' . ,,„.,\,,,,,,, :i -s ; =� 'S S oc A.xv ^, a r � - 'I L , ! a t 'r' " t �/ � Y� !� -�a. 1 ay, 3 -+.� +_5- i r 3�'a.., a � ,t�'�� - E} tz • t�. a `ija € �5 r,t ��: � �'„`'t3"`� ''- ' - C '.� y t ^ C � � � +�iti- "rC�,, .t 3 ..s r.^ .C'+ , • s= t x "� y} r -n" s r i uu , F :+ 1w r '4 � r� � e� , ' • y ' \ ' :?,� J - z $;: t \ -- • : w ' } ` '2� y\, y� `s` 2"��+A� -v u',: °s'�` °"<' 4 \y . i Z ',,'*`1,.:A-:- r k� `t Y ,. m - '' , ,. 3v i ti r .s ,, � 'f - •rte i d "CC t z a y J 7 t ' .'",,c,..4,4,*. R ms 's M " 3 ^; r. , t , . . . t -� �. .:+' 'gam/ s r" �.� i. 't, t ,� 6 ,-, ::=1,, a : 4 a t \ r s � ) „-' 1 • --37., • ♦ lam. �As•* st . l -.* 41'1 ,t i. l ■y , '4p, . - + � t E SW : 't '\ , ` 7 7 7 ! 7 7 7 7 "' , ' 1 ". . ~ 1 2 1 ' . 1 k " a k : t �^ • \ 1 , g ,, - or ti ter •, V � -,4.„.,.- 1 i( r. - •� 111 Y 9' • f � i s L t, ! k .c • ,3 ., w , l F ""';,, . "tea i \? j r r -,q Y. "' . .,�' ''. :,T'; . .. , +�, • e 1,-.ri,::4.--i:o4sillth;C;vation, .e ' .' ` East Wall Photograp .. '�" .� - ' - � '' , 4 r -r i ^.1� ,.... , � ,. +.r . r Figure 45: Site 26615, Featur ST-4 , EAST WALL PROFILE 1 .1l it it ..= .446—. —4zoweapilW5' 1 �� // a II - 11 BEDROCK l 11 =- Jr :jt' =".11 �. ��o / //// VEXCAVATED / / /// / ! / t / KEY it =n = BEDROCK E= PEBBLE PAVING i Q E =BASALTROCK =BROWN(7.5YR3 /3)SILT 0 20 40 60 cm t Figure 46: Site 26615, Feature 1, ST -4 Post - Excavation Stratigraphic Profile. 1 54 1 DESCRIPTION: Site 26616 is a natural bedrock outcrop modified with stacked boulders. Cattle damage and erosion have tumbled the stacking so that the shape of the site is no longer distinct. Modified outcrops are another kind feature that is common in the Kona Field I System. Rocks piles on and around outcrops were probably used to pile mulch to concentrate organic resources and retain moisture in the drier parts (kula) of the Kona Field System. The modified outcrops in this project area are situated among other agricultural features, and are most part of that agricultural landscape. STATE SITE 26617 (TS - 35): Modified outcrop 1 FORM Modified outcrop FUNCTION: Agriculture AGE: Pre Contact I DIMENSIONS: Length: 3.00 m; Width: 2.00 m; Height: 0.70 m (maximum) CONDITION: Poor 1 SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26617 is a natural bedrock outcrop modified with stacked boulders. Cattle damage and erosion have tumbled the stacking so that the shape of the site is no longer distinct. This is another agricultural feature. J STATE SITE 26618 (TS Platform FORM Platform on top of bedrock outcrop FUNCTION: Temporary habitation AGE: Pre- Contact DIMENSIONS: Length: 5.00 m; Width: 4.70 m; Height: 1.45 m (maximum) CONDITION: Good SURFACE ARTIFACTS: None EXCAVATION: ST -3 [ DESCRIPTION: Site 26618 is a roughly rectangular platfoun situated on top of a bedrock outcrop (Figure 47 and 48). The platform is constructed of cobble to boulder sized stones, with the highest facing being the west side at 1.45 m. The eastern edge of the platform is fowled by a one - course alignment. The surface of the platform is level and consists of exposed bedrock, stone, and a small amount of soil. The surrounding ground surface slopes to the west. The feature has been modified by cattle and natural erosion. Stratigraphic Trench 3 (ST - 3) POSITION: spanning from the interior of Site 26618 platfonm, along the interior north perimeter; extending off the makai face. PURPOSE: 1) to investigate the subsurface stratigraphy of Site 26618 architecture; 2) to recover cultural material; 3) to gain more infoituation on age and function DIMENSIONS (in meters): 3.00 by 1.00 m TOTAL LAYERS: 1 Layer; 3 levels BASE OF EXCAVATION DEPTH (in meters below surface): 1.01 PERCENTAGE SCREENED: 50 55 f � Kl. " -4 r-t > - i'�' 7 �i s .>'.� -v- f "- 4,14f'firT _ ,r �. f v� `- I ^ ' v y C -;Y .� 1 ` Si}. t° t � ks 1 V `y r °c �� � "ti5 aae � .a� �� � � � � u t � • r � `� ` � #7,,,..„,..-i,.„,- �t� �7 y y y a ' � � , ` Y -- y ♦ ' �� �$ i . 7a � ( r t z t .n , •,., e \ 7 . I • f y „ LS SPA '..'''k y, S \ X S\ S�IlF S ,'.` { r Y ry 1 ) 1 �� . � . F i S ' , . 3 ' . 'fit , . - ;-:" s i.' 9 .4 3' t W4. 4' ../??. _ f - \ • Y' t }, •"$ r e. i� r .- tt t w < T x- k 1 ` � } t. ;� N7, �n aw 4 �'" u ,a ' � 3 .+'�„ C r ° 4 1* �t • e v.. X ' ' ' ' .x :7 v.,1---- .t L ,'• -, i `.��v.�, °!. c YC yi"' °C�t. 55 �'{. ° `+;� ,�, '�` '�,.r 1.�4 ^'' 1H� tp a � 5�' i a y *esl= ms t`= a w r . „ f , 170,1:10,4."--;1•::: . 9. S rt r.,, 7 t .. ' v . . t f . , , i �.�", \ t '? s g � • ,�� -� pt� q�.' ▪ t. .. F±$! .caf , rib � \ 3 "'�a`'n1 �1L • rs: ;,11,,J,, "' 31 33 r a d , f�� +4 %•n. Al y ' .� a , .. - ---7-, - , - -.. ,-, 3 , ,.. - ,..:.' ` ' r � � . j ! � i',, r \ V ' �Fl i � S , Q , -7 i1 S s r •I �E' l ' t • I { ... � i. T\-- ` ) &;? .tr G' ya t Y 11 er i�' T r` , } '' fi g . , l t f . "" Ilww r� r,* i S ` `t }4 " i r° ' r a : 1 ...- . i' ° - Q Fa., '" i �� -� �1 = it 4 , . 'V! `r {'� r r `i - . �' ` fi ., _ 1 1 .• x.. V",.; r f 1 t ). �l x 4 { u ` 7 ' r1 N r � i , s l { f' } +�E . ..` - .:„..c . ,,„„.‘,.. ; i S _ -, i� j r ' � A a �'! e a, t S r ' e •I N - �� a .' '..G �.. I a '1 x... ' q 1 . 1,..,. Ct r �; n r, '% { s . A '-'' ' Z': , h a . '+`£Y.t�.r4 ' "P §. t I l i� 1 F \ Af• �� r "�° R. ta�a �a*�i J r S" t vb .�. i I 1 9 C i 7 / , S F � �Fj \kt " y f . R f d f' .�, ; \ I } i . ,,a$ai "�.�^.y .5.� �� \ ' Sr 7 , 1 I Figure 47: Site 22618 Pre - Excavation. View to Southeast. j oi1 • f -�s'� BOU V1� 1 0 �� SURFACE LDER 1 �j• ` 11 �j,101 27mAT240° �i� �� [311 �` TO 'TS -28 • . 4 j A. ��+ r li ��,f � � � �� �� .- � BOULDER �� � /I ��`� -t % 1 7' SURFACE t-- ,e,., A II A ��1p1 ' ��'�� ` KEY I t tt1 =H1 = 5EAROC OUTCROP JJl 1 O I = BASALT ROCK MN 1N *I = SITETAG I = POINTS D OWN SLOPE 0 1 2 3 m 1 I= POSITIO OF ST-3 J ) Figure 48: Site 22618 Planview. 1 56 1 1 � CULTURAL MATERIAL: entirely associated with pre- Contact era: midden and artifacts SUMMARY: ST -3 excavation identified a single stratigraphic layer that extended 101 cmbs to bedrock. The layer consisted mostly of cobble and boulder fill. Soil encountered consisted of a loose, dry, brown (7.5YR 3/3) silt (Figures 49 and 50). Recovered cultural material included marine shell and echinoidea (25.1 g), vertebrates (4.7 g), and non -branch coral (30.2 g). Other 1 materials recovered included kukui nut (0.9 g) and charcoal (4.7 g). Artifacts included four r volcanic glass flakes, one volcanic glass edge altered flake, one coral abrader, and one piece of worked smalllmedium mammal long bone. J The size, shape and material contents (subsistence debris and tools) of this feature indicates that it was used for habitation. There are relatively few items from this large trench (3 i m 2 ), suggesting that the occupation was not an intense one. It is likely that this location was used inteitnittently by people planting, tending, and harvesting the fields. Their permanent occupation I was elsewhere, most likely at the shoreline. 1 1 STATE SITE 26619 (TS -39): Platform 1 FORM Platfoi�u on bedrock outcrop FUNCTION: Agricultural AGE: Pre- Contact DIMENSIONS: Length: 2.00 m; Width: 3.00 m; Height: 1.50 m (maximum) CONDITION: Good I SURFACE ARTIFACTS: None l EXCAVATION: None DESCRIPTION: Site 22619 is a rectangular platform constructed at least partially on top of a bedrock outcrop extending makai from the south side of the site. Site 22619 is 1 situated approximately 5.0 m makai of the mauka fenceline. The platform is constructed of f cobble to boulder sized stones, with the highest facing being the makai (southwest) side at 1.50 1 m. The feature has been moderately modified by natural erosion. J Mounds, depressions, terraces, and small paving /platforms are typical of the drier Kona Field System agricultural landscape. The small size and amorphous shape of this platform reinforces the notion that this is an agricultural, not habitation feature. STATE SITE 26620 (TS - 40): Iwi kupuna in cave Site 11 1 FORM Iwi kupuna resting on cave floor. FUNCTION: Burial AGE: Pre - Contact I DIMENSIONS: Length: 1.50 m; Width: 1.00 m CONDITION: Good SURFACE ARTIFACTS: None 1 GPS: Not recorded EXCAVATION: None 1 l 57 1 l f l U 4 w Or 1 bl) I at 1 I ' dre * \„ k h o Cd CI 1 C o ,,...., Plea, I 0 II 4. "'� 1 - j II 0 F"1 MN Cr H co c n ¢ 1 rn ll /' a �q N \� LA a C, N LA O � V \ \ 6 II 11 II .N 02 //i I co ` W W p O it W nr :',..,',A � l `�J A \ l [ 111 1 _ A �• cd fi 1 � L d ' � At 14e i � � . � `, . 6fzA ';� :a , l ( �1 f � • , .1 - O' " V t -t. I ''‘, - -iith. lk ‘,Lt,-',:- --=-'- ,-, x . -,...,..,,,„:.„1\.,,.., ..? s,04.„, k ‘"..--, ' , , (4 -", , i ) 39. -,q,k1 4 , V-1-..;,-, i ' ---c\ :X, ...,,,,, '. ,..!.,, ?' --.,. ..42e , . 1 ...,, , ';‘,,,,,.....„ ,,, , ,,, s,A , ;, ,, ...\,..... ',..', .-..,- - \ p.4 iYa4 l G � ?:-c; fte 'F .,, s _ „r4 �s x El= - :#_ , : - ,5 -. .,... :05:At.,,i'5,,,, 4 :0„4 , ,i , ,T 1 °-.474.7..ti job, 'zr t L 1 DESCRIPTION: 22620 is the partial remains of one iwi kupuna. The iwi are situated in a small chamber that emanates from the north side of the main cave chamber approximately 2 meters from the cave entrance (Figure 51). This small chamber is narrow, and the ceiling height is low (less than 60 cm), making this a difficult chamber to move through. ■ PLANVIEW BOULDER "SHELF" I j Agh 1701 [1401 s4� CAVE ENTRANCE [30[ t X 4 ( KEY . 1 l EIGHT FROM CAVE FLOOR = AREA OF TS -40 1.2 1 _ y 7 [ #1 _ I3 TO CAVE CEILING (1N cm) REMAINS - 1 01 = BASALT ROCK M = MANDIBLE LOCATION r4NOMINATE — LEVEL AREA I LEFT I LOCATION N 0 50 100 150 cm Figure 51: Site 26620 Planview. [ , Approximately 10% of the iwi kupuna from one individual are present (Appendix D). No materials or artifacts of any time period were found in association. Among the more intact bones are a complete mandible (lower jaw), and an 80% complete left innominate (hip). Several tooth locations on the mandible have been resorbed (no teeth are present and bone has grow over those locations), indicating that the teeth were lost while alive. Four teeth are in place in the right side of the mandible, two incisors and two premolars. These teeth have significant wear from use. The sciatic notches of both the right and left innominate suggest that this person was most likely male. Based on the assessment of the iwi while they were in place in this dark cave, it appears that this burial represents the partial remains of one elderly male kupuna iwi. The small resting place indicates that the kupuna iwi was most likely brought in here in a bundle, and the lack of any artifacts suggests that this was done in the Pre - Contact era. STATE SITE 26621 (TS -41): Iwi kupuna in cave Site 11 FORM Iwi kupuna resting on cave floor. FUNCTION: Burial AGE: Pre - Contact DIMENSIONS: Length: 0.40 m; Width: 0.30 m 59 P ' 1 . { CONDITION: Poor SURFACE ARTIFACTS: None GPS: Not recorded EXCAVATION: None { DESCRIPTION: Site 26621 is the partial remains of one iwi kupuna. Most of the iwi are resting on a natural shelf 1.5 meters above the second major natural constriction in the cave chamber. The iwi are situated close to one another within a 40 by 30 cm area. No materials or artifacts of any time period are in association with the remains. Approximately 10% of one kupuna iwi are present (Appendix D) as identifiable iwi. In addition, there are many small fragments here. Two molars have significant wear, indicating an adult that probably died at the age of over 40 years old. The sciatic notches of both the left innominate are of a shape that suggests that the person was most likely male. There are other iwi located mauka of this iwi kupuna on the shelf (see Figure 17). These iwi include a rib, a digit, and a mandible. Although these iwi are relatively far from the iwi on the shelf, they do not represent any redundant iwi, and consequently are considered part of the 26602 burial area. Based on the information presented above, Site 26621 appears to represent a burial of one mature adult male kupuna iwi that was placed in this cave during Pre - Contact times. STATE SITE 26622 (TS - 42): Iwi kupuna in cave Site 11 FORM Iwi kupuna resting on cave floor. FUNCTION: Burial AGE: Pre- Contact DIMENSIONS: Length: 0.40 m; Width: 0.40 m CONDITION: Poor SURFACE ARTIFACTS: None GPS: Not recorded EXCAVATION: None DESCRIPTION: Site 26622 is the partial remains of one iwi kupuna. The iwi are resting on the cave floor at the cultural end of a difficult to reach chamber that is lateral to the main cave chamber. The opening to the lateral chamber is a less than 60 cm passageway that is approximately 2.2 meters above the main cave chamber floor. The ceiling of the lateral chamber is low, less than 70 cm high, and is lowest (25 cm high) near the iwi kupuna. There are only many small fragments of iwi in this location. The presence of one human molar is the only indication that these represent the remains of a kupuna iwi. The iwi provide no information on age or gender of the kupuna iwi. The lack of artifacts suggests that this kupuna iwi was placed here in Pre - Contact times. 60 CONCLUSION DISCUSSION The pre- Contact and post - Contact feature types present in the project area confomi to expectations and patterns for the Kona area. The project is within the kula portion of the settlement subsistence landscape where scattered agricultural mounds and terraces dominate. Other types of common agricultural features include modified outcrops and rock mounds. Such is the case within the project area where mounds and terraces are the most common feature. There is one short kuaiwi in this project area. There are four well faced rock clearing mounds within the project area (Sites 26605, 26607, 26609, and 26610). Investigations were designed to ascertain whether these might contain burials. Extensive excavations in two of these indicated that no burials are present. A ( lack of any material remains, and their location within the agricultural landscape, and their similarity to Historic -era ranching and sugar cane field rock clearing mounds suggest that these clearing mounds were constructed during the post- Contact era. Temporary habitations are common within these lower elevation agricultural fields. These kinds of features are present in the project area (Sites 26612 and 26618). Burials within stone features on the surface can occur anywhere, but in Kona are often concentrated in a zone just makai of the Kuakini Wall. The project area's location above the Kuakini Wall probably accounts for the lack of burials present in stone features on the ground surface here. Caves sometimes contain burials. There are three burial areas in cave Site 26602 (Sites 26620, 26621, and 26622). Caves are also used for a variety of other purposes, including but not limited to, hala processing (Handy and Pukui 1972), hiding out during warfare (refuge) (Bollt 2005), habitation (Handy and Pukui 1972), and collecting fresh water (Thurston 1821). The lack of material remains, and the limited number and extent of cultural modifications inside the cave suggests that none of these activities were conducted inside Site 26602. Yet significant effort had been put into altering the entrance and the sink just outside of the cave in ways that are not commonly seen. The relationship between the internal and external features of this cave are unclear. SIGNIFICANCE ASSESSMENTS Sites identified during this project were assessed for their significance as outlined in Hawaii Administrative Rules § 13- 275 -6. To be assessed as significant a site must be characterized by one or more of the following five criteria: (A) It must be associated with events that have made a significant contribution to the broad patterns of our history, or be considered a traditional cultural property. (B) It must be associated with the lives of persons significant in the past. C) It must embody distinctive characteristics of a type, period, or method of construction, or ( represent a significant and distinguishable entity whose components may lack individual distinction. 61 i - t: (D) It must have yielded or may be likely to yield, information important in prehistory or history. (E) Have important value to native Hawaiian people or other ethnicities in the state, due to associations with cultural practices and traditional beliefs that were, or still are, carried out. All of the sites documented in this report were evaluated for their significance regarding prehistory (Table 5). Table 5: Site Significance and Recommended. Treatments. • Form Age Function Criteria of Recommended . , Significance Treatment Site# • . 26593 Rock wall 1980 Cattle barrier D . No Further Work 26594 Rock wall Ranch Cattle hairier . . . . D . .. No Further Work. 26595 Low mound .Pre- Contact agricultural . D No Further Work . 26596 Low mound Pre - Contact agricultural .. D No Further Work 26597 Two mounds Pre - Contact agricultural D No Further Work . 26598 Terrace Pre- Contact agricultural D No Further Work 26599 Low mound Pre - Contact Agricultural - D No Further Work 26600 Low mound Pre - Contact Agricultural • D - No Further Work 26601 Low mound with Pre - Contact Agricultural . . , D No Further Work alignment . . . . .. 7 ' - 26602,- .Cave Pre - Contact Burial and temporary habitation D, E - -Data: Recovery, 26603 Rock wall Ranch Cattle barrier D No Further.Work 26604 Wall Ranch Cattle barrier D ' . No Further Work ' 26605 Platform Pre - Contact Agricultural . D No Further Work • 26606 Platform Pre - Contact Agricultural D No Further Work • 26607 Platform Pre- Contact Agricultural D No Further Work 26608 Complex Pre-Contact _ Agricultural D No Further Work 26609 Platform . Pre- Contact Agricultural . . . . D . No Further Work j • 26610 Platform Pre - Contact Agricultural D No Further Work 26611 Kuaiwi Pre- Contact Agricultural D No Further Work 26612 Enclosure Pre - Contact Habitation ' . ' . D No Further Work 26613 Wall Pre- Contact Agriculture D • - No Further Work 26614 Terrace Pre - Contact Agricultural D No Further- Work . 26615 Modified outcrops Pre- Contact Agricultural D No Further Work 26616 Modified outcrop ' Pre - Contact Agricultural . . D ..No Further.Work . 26617 Modified outcrop Pre- Contact Agricultural . D No Further Work 26618 Platform Pre - Contact Habitation D No Further Work ' • 26619 Platform Pre - Contact Agricultural D • No Further Work 26620 Kupuna iwi Pre - Contact Burial in cave D, E Burial Treatment Plan 26621 Kupuna iwi Pre - Contact Burial in cave D, E - Burial Treatment Plan 26622 Kupuna iwi Pre - Contact Burial in cave D, E Burial Treatment Plan I , RECOMMENDATIONS ! Most of the sites in the project area are made up of agricultural or ranch features, with the addition of two habitations. These kinds of features are commonplace in Kona, and many previous investigations have addressed research issues associated with these kinds of features. r 62 While there are still research topics that can be explored for pre- Contact agriculture and post- Contact ranching, this particular project does not manifest the kinds of data sufficient to warrant additional archaeological efforts for those kinds of features. Consequently, there are few sites recommended for data recovery for this project. No Further Work Most of the sites require no further work (see Table 5). The infoimation on their location, function, chronology, construction has been collected either directly or through comparison and connection to current understanding of Hawaiian prehistory and history. Data Recovery A portion of Site 26602 is recommended for data recovery: the sink outside of the cave opening and the pavings inside the cave near the entrance. This natural feature has been culturally modified. Those modifications include: paving a large portion of the sink; making the cave opening smaller and more difficult to enter; creating a "secret tunnel" from the center of the sink to the cave; and a pathway and steps to the cave opening. This is an unusual combination of features, especially when considering that the data from inside the cave does not indicate i 1 extensive habitation or even temporary use as would be expected for refuge caves. Data recovery should be designed to investigate cave function as it relates to the features at the sink. It is rare for archaeological studies to link to the activities presumed to have taken } place immediately outside of the cave with those presumed to have taken place inside the cave. These two areas are directly linked, and this is most obvious at Site 26602 with the pathway, steps, and secret tunnel. Research design should incorporate review of cave morphology in caves from the Kona area. Then excavations should be conducted in the outside sink and the inside pavings to examine how activities are related at this transitional area of the cave. Preservation The only sites recommended for preservation are the burial areas, Sites 26620,, 26621, and 26622. Preservation for these sites must be conducted in consultation with lineal and cultural descendants of the region, the Hawai`i Island Burial Council, and in compliance with Hawai`i Administrative Rules 13 -13 -300. 63 1 1 REFERENCES CITED 1 Allen, M. S. 1984 Archaeological Reconnaissance Survey, Waiono Meadows Development Project Area, Puapua `a 1st and 2nd, Holualoa 1st and 2nd, North Kona, Island of Hawaii, (TMK•7 -5- 15:2,12 and 7 -6- 2:1,14). PHRI Report 119- 070584. Submitted to Waiono Meadows Ranch, Ltd. PHRI, Hilo. Barrera, W., Jr. 1 1971 Archaeological Excavations and Survey at Keauhou, North Kona, Hawaii. Bishop Museum Departmental Report Series 71 -10. Submitted to Kamehameha Development Corporation. B.P. Bishop Museum, Honolulu. 1990 Kaumalumalu and Pahoehoe, North Kona, Hawaii Island: Archaeological Inventory Survey. Chiniago, Inc. 1995 Puapuaa, North Kona, Hawaii Island: Archaeological Data Recovery at TMK: 7 -5- 20:73 -75. Prepared for Western Pacific Development, Ltd. 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Wong - Smith 1997 Archaeological Inventory Survey and Limited Subsurface Testing of a 1,540 Acre Parcel in the Ahupua 'a of Honuaino, Hokukano, Kanaueue, Haleki `i, Ke `eke `e, Ilikahi, Kanakau, Kalukalu, and Onouli, Districts of North and South Kona, Island of Hawai `i: Volume I. Cultural Surveys Hawaii. Submitted to 1250 Oceanside Partners. CSH, Kaneohe. Hammatt, H. H., and S. D. Clark 1980 Archaeological Testing and Salvage Excavations of a 155 Acre (Ginter) Parcel in Na ahupua `a Pahoehoe, La `aloa, and Kapala 'alaea, Kona, Hawai `i Island. ARCH Report 14 -152 III. Submitted to Pacific Basin Resorts, Inc. Hammatt, H. H. and W. H. Folk 1980 Archaeogical Survey, Phase I: Portions of Keauhou -Kona Resort, Keauhou and Kahulu `u, Kona, Hawai `i Island. ARCH Report 14 -177 II.I. Submitted to Kamehameha Investment Corporation. Hammatt, H. H., and V. W. Meeker 1979 Archaeological Excavations and Heiau Stabilization at Kahalu'u, Kona, Hawaii Island. ARCH Report 14 172(11). Submitted to Gerald Park, Urban Planner. 65 1 } i Hammatt, H.H., and D. Shideler 1989 Archaeological Reconnaissance of 24 Acres in Lanihau. Prepared for Lanihau Partners. Cultural Surveys Hawaii. Hammatt, H.H., D. Shideler, R. Chiogioji, and D. Borthwick 1991 Archaeological Excavations at Lanihau 2 and Moeauoa 2, North Kona, Hawai `i Island. Prepared for Lanihau Partners, Kailua -Kona. Cultural Surveys Hawai`i. Hammatt, H. H., D. W. Shideler, M. Stride, and I. Masterson 1994 Archaeological Inventory Survey for the Kealakekua Development Company Phase I Area (8 -02- 12:1), Kealakekua, S. Kona, Hawai `i Island, Draft. Cultural Surveys Hawaii. Submitted to R.M. Towill Corporation. CSH, Kaneohe. Han, T. L., S. L. Collins, S. D. Clark, and A. Garland 1986 Moe Kau a Ho 'oilo: Hawaiian Mortuary Practices at Keopu, Kona, Hawai `i. Chapter VII. Artifacts and Manuports from the Keopu Burial Site. Bishop Museum Departmental Report Series 86 -1. Submitted to Department of Transportation, Honolulu. Handy, E.S.C. 1940 The Hawaiian Planter, Volume I. B.P. Bishop Museum Bulletin 161. B.P. Bishop Museum Press, Honolulu. 1 z Handy, E.S.C., and M.K. Pukui 1974 The Polynesian Family System in Ka-`u, Hawai `i. Charles E. Tuttle Company, Rutland, Vermont. } Haun, A.E., and D. Henry 2001 Archaeological Data Recovery Site 14130 TMK: (3) 7- 5- 17:Por. 1. Prepared for Inaba Engineering. Haun & Associates, Kea'au. 2004a Archaeological Inventory Survey TMK: (3) 7- 5- 19:01. Prepared for Sunstone Realty Partners, LLC. Haun & Associates, Kea'au. 2004b Archaeological Inventory Survey TMK: (3) 7 -5- 20:68, 69. Prepared for Ali`i Gardens Marketplace. Haun & Associates, Kea` au. 2005 Archaeological Inventory Survey TMK: (3) 7-5-16:59. Prepared for Bart Selmon. Haun & Associates, Kea'au. Haun, A. E., J. D. Henry, J. A. Jimenez, M. A. Kirkendall, K. Maly, and T. R. Wolforth 1999 Ali `i Highway Phased Mitigation Program Phase I - Archaeological Intensive Survey, Summary, vol. 1. PHRI Report 1320 - 052798. Submitted to County of Hawai`i. PHRI, Hilo. Hammatt, H.H. 1980 Archaeological Survey of a Shoreline Property, TMK: 7 - 20:22, 34. ARCH 14 158.1 Prepared for McCLAB Enterprises, Ltd. ARCH, Lawa` 66 i 1 1 Head, J.A., S.T. Goodfellow and P.H. Rosendahl I 2004 Archaeological Inventory Survey Ali`I Drive Parcels. PHRI Report 2340 - 091504. Prepared for Clark Realty Corporation. PHRI, Hilo. I Henke, L.A. 1929 A survey of Livestock in Hawaii. University of Hawai`i. Research Publication, No. 4 5. Henry, J. D., T. R. Wolforth, and P. H. Rosendahl 1996 Archaeological Inventory Survey Hienaloli 3 -4 Mauka Parcel, Lands of Hienaloli 3 and 4, North Kona District, Island of Hawaii (TMK: 7 -5- 11:2). PBRI Report 1348- 1 032996. Submitted to Maryl Development, Inc. PHRI, Hilo. Hommon, R. J. 1986 Social Evolution in Ancient Hawai`i. In Island Societies: Archaeological Approaches to Evolution and Transformation, edited by P.V. Kirch, pp. 55 -88. University Press, 1 Cambridge. Johnson, K, and T.R. Wolforth l 2006 Inventory Survey for 125 Acres in Keopu 3` Investigations into the Kula and Kalu`ulu Zones of the Kona Field System Near Kailua. SCS Report 601 -1. Prepared for SCD Keopu, Honolulu. SCS, Honolulu. 1 . 1 Kawachi, C. T. 1989 Pua `a 2: An Upland Habitation and Agricultural Complex in North Kona, Hawai`i 1 Island. Master's thesis, University of Hawaii Manoa, Honolulu. University j Microfilms, Ann Arbor. I Kelly, M. 1983 Na Melia 0 Kona: Gardens of Kona. A History of Land Use in Kona, Hawai`i. I Bishop Museum Departmental Report Series 83 -2. Submitted to Department of Transportation, Honolulu. 1 Kirch, P. V. 1985 Feathered Gods and Fishhooks: An Introduction to Hawaiian Archaeology and Prehistory. University of Hawaii Press, Honolulu. 1 Kuykendall, R.S. 1957 The Hawaiian Kingdom Volume I, 1778 -1854. University of Hawaii Press, I Honolulu. Ladefoged, T. N. 1991 Hawaiian Architectural Transformations During the Early Historic Era. Asian Perspectives 30(1):57 -70. Landrum, J., A.E. Haun, P.H. Rosendahl, and K. Delimont 1990 Archaeological Inventory Survey and Test Excavations Kahakai Development Project Area. PHRI Report 157 - 070185. Prepared for Wilson Okamoto & Associates. PHRI, Hilo. 67 ) Lyman, H.R. 1906 Hawaiian Yesterdays. A.C. McClurg & Co., Chicago. Maly, K. 1996 Historical Documentary Research. IN Archaeological Inventory Survey Proposed Henry Street Extension Road Corridor, by Wulzen, W., T.R. Wolforth, and L.J. } Franklin, pp. 9 -19. PRBI Report 1465 - 092696. Prepared for Maryl Development, Kailua -Kona. PHRI, Hilo. • 1998 Appendix A: Archival- Historical Documentary Research and Limited Oral History Study. IN Archaeological Inventory Survey of the Gomes Property Parcel, Land of Kahalui 1st, Island of Hawai `i (TMK. 3 -7 -5- 19:5,38,40), by C.R. O'Hare and T.R. Wolforth. PHRI Report 1807 - 101097. Prepared for Towne Development of Hawaii, Inc. PHRI, Hilo. Newman, T. S. 1970 Hawaiian Fishing and Fanning on the Island of Hawaii A.D. 1778. Department of Land and Natural Resources, Honolulu. O'Hare, C. R. and T. R. Wolforth 1997 Archaeological Inventory Survey of the Gomes Property Parcel, Land of Kahalui 1st, Island of Hawai`i (TMK: 3 -7 -5- 19:5,38,40). PHRI Report 1807 - 101097. Submitted to Towne Development of Hawaii, Inc. PHRI, Hilo. J E Pukui, M.K, S.H. Elbert, and E.T. Mookini 1974 Place Names of Hawai V. University of Hawai` i Press, Honolulu. Piercy, L. W. 1992 Hawaii's Missionary Saga. Mutual Publishing, Honolulu. Rechtman, R.B., and J.D. Henry 1999 Archaeological Inventory Survey for the Kahului Bridge Replacement Project. PHRI Report 1945- 080499. Prepared for Ron Terry. PHRI, Hilo. Rechtman, R.B., and D.S. Dougherty 2000 An Archaeological Inventory Survey of TMK: 3 -7 -5- 19:44, 45. Prepared for Sunstone Realty Partners, LLC. Rechtman Consulting, Kea' au. Reinecke, J.E. 1930 Survey of Sites on West Hawaii. Notes on file at B.P. Bishop Museum, Honolulu. Robins, J.J., J.H. Toenjes and H.H. Hammatt 1990 An Archaeological Inventory Survey and Testing at Puapua `a, Kona, Hawai `i. Cultural Surveys Hawai`i. Prepared for Alii Drive General Partnership. CSH, Lawa` i. Sato, H. H., W. Ikeda, R. Paeth, R. Smythe, and M. Takehiro, Jr. 1973 Soil Survey of Island of Hawai `i, State of Hawai `i. U.S. Depat tment of Agriculture- Soil Conservation Service and University of Hawai`i Agriculture Experiment Station. Government Printing Office, Washington, D.C. 68 Schilt, R. 1984 Subsistence and Conflict in Kona, Hawai `i. An Archaeological Study of the Kuakini Highway Realignment Corridor. Report 84 -1. B.P. Bishop Museum. Submitted to Department of Transportation, Honolulu. B.P. Bishop Museum, Honolulu. 1 Soehren, L.J. 1978 An Archaeological Reconnaissance Survey of a Portion of Puapaa, North Kona, Hawaii. Prepared for Kobayashi Development & Construction, Inc. Soehren, Captain Cook. Stokes, J.F.G. 1991 Heiau of the Island of Hawai `i: A Historic Survey of Native Hawaiian Temple Sites. T. Dye, editor. Bishop Museum Bulletin in Anthropology 2. Bishop Museum Press, Honolulu. } Tainter, J. A. 1973 The Social Correlates of Mortuary Patterning at Kaloko, North Kona, Hawaii. Archaeology and Physical Anthropology in Oceania 8(1):1 -11. Thurston, L. 1821 Sandwich Island Mission: Journal of the Missionaries. Vol.XVII (16). Tomonari - Tuggle, M. J. 1993 Draft Report, the Archaeology of the `Ohi `a Preserve: An Inventory Survey of 1 Surface Structures. Submitted to Kamehameha Investment Corporation. IARII, Honolulu. f Walker, A.T., and P.H. Rosendahl 1988 Archaeological Reconnaissance Survey Pualani Subdivision. PI-MI Report 367- 041988. Prepared for Pualani Development Company. PHRI, Hilo. Wolfe, E.W., and J. Morris 1996 Geologic Map of the Island of Hawai `i. U.S.G.S. Miscellaneous Investigations ( Series. Department of the Interior, Washington, D.C. Wolforth, T. R. 1998 Data Recovery for the New Konawaena School: Kona Field System Development in the Apa`a. PHRI Report 1659 - 101098. Submitted to State of Hawa Department of Accounting and General Services, Honolulu. Wolforth, T.R., and T. Paikuli- Campbell 2005 An Archaeological Inventory Survey For A 71.908 Acre Portion Of Ka`Ohe 1st and 3rd Ahupua `a, South Kona District, Hawai `i Island, Hawai `i [TMK: 3-8-7-009:51 SCS Report 497 -1. Prepared for Mr. McKinley, Los Osos, California. SCS, Honolulu. l 69 l 1 � 6 r 1 APPENDIX A: RADIOCARBON DATE 1 . l = l k l {. A r 1 • 1 .. .,..... .- , . . . . .. . . ...,. BETA ANALYTIC INC. :- - -- --.. ' _.." - --,- _.:- _-_- -- 44 331 --- ---- = ' - DR. M.A. TA and MR. D.G. HOO - -M.3051667-5167 FAX 3051663-0964 E -MAIL: betheradiocarbon.corn } REPORT OF RADIOCARBON DATING ANALYSES Dr. Robert L. Spear Report Date: 4/4/2006 Scientific Consultant Services, Inc. Material Received: 2/22/2006 ' 1 Sample Data Measured 1C/12C Radiocarbon Age 3 Ratio Corrve.ntional Radiocarbon Age(*) 1 i i Beta - 214796 140 -14- 50 BP -24.9 0/00 140 11-50 BP I SAMPLE. : SCSRC4113 ANALYSIS : AMS-Btandard delivery 1 MA:TERIAL/PRETRBATMENT : (charred material); acid/alkali/acid 2 SIGMA CALIBRATIO f ) SIGMA , 14 : Cal AD 1660 to 1910 Cal BP 290 to 0 _....._....... --------- 1 I ,.., oe.4,; I Meitt.S.,,,:"Ilt,tiiri:.4 . . . . . . .. .. .1' SCSR_c40 :140/50 6000P --.' \ \ 1. sigrdi 50001: , .\ 1 : . - 1 1670 (0.45)1780 400BP 1790 (c0;.i) 1060 2. sigma. ,-... 16,1?0 ( 19430 „_.. ,....,_,.-- 2, ; -. ...\ . 300BY - g. p .. , . . . , ... ....,., .. ..,. .. , . .; 1 1 :.-.-• ....- • ' ' • - - I i t ()BP . . . ... . . ... ., .. . . .. . . . . •• L.--..:....L---- • . 1 1 i400catAD 1600Ca1AD ISOQCalAD 2000CalAD t Calibrated date i i I 1 Al 1 1 t APPENDIX B: PROJECT AREA MIDDEN l i 1 1 1 1 1 . l 1 � l B 1 SCS PROJECT 648 MIDDEN INVENTORY SITE 26612 Field Feature Unit Layer Depth Collected Measurements Count Remarks B Material 1 - TU -1 1/3 31-45 Invertebrates 0.2 g - Trochus intextus } cmbs 1 TU -1 1/3 31-45 Invertebrates 2.6 g Cypraea sp. cmbs 1 - TU -1 1/3 31-45 Invertebrates 0.2 g - Non - diagnostic cmbs marine shell 1 - TU -1 1/3 31-45 Invertebrates 0.5 g - Decopoda cmbs 1 TU -1 1/3 31-45 Invertebrates 2.5 g Non- diagnostic cmbs Echinoidea 1 - TU -1 1/3 31-45 Non - Branch 55.6 g 33 Non - worked cmbs Coral 1 - TU -1 I/3 31-45 Charcoal 0.8 g - - cmbs 1 l 1 - TU -1 1/3 31-45 Kukui 3.9 g cmbs SCS PROJECT 648 MIDDEN INVENTORY SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material - Cypraea s 1 - ST -3 I/1 0-33 Invertebrates 3.0 g Yp P• cmbs 1 - ST -3 1/1 0 -33 Invertebrates 3.5 g - Conus sp. cmbs 1 - ST -3 1/1 0 -33 Invertebrates 0.1 g - Non - diagnostic ( cmbs Echinoidea 1 ST -3 l/1 0 -33 Charcoal 0.3 g cmbs 1 - ST -3 1/1 0 -33 Non - Branch 17.1 g 4 Non worked cmbs Coral 1 - ST -3 1/1 0 -33 Coral - 1 Extensively worked, cmbs Abrader 1 end pointed; 0 -33 cmbs 1 ST -3 I/1 0 -33 Volcanic 3 Three non - cmbs Glass diagnostic flakes; 0 -33 cmbs 1 - ST -3 l/1 0 -33 Worked Bone - 1 Small/ medium cmbs mammal long bone, cut and smoothed; 0 -33 cmbs 2 - ST -3 1/2 34 -66 Invertebrates 0.7 g - Nerita picea cmbs Bl SCS PROJECT 648 HIDDEN INVENTORY SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 2 - ST -3 112 34 -66 Invertebrates 3.9 g - Cypraea sp. cmbs 2 - ST -3 112 34 -66 Invertebrates 0.2 g - Conus sp. cmbs 2 - ST -3 112 34 -66 Invertebrates 0.5 g - Non - diagnostic cmbs marine shell 2 - ST -3 112 34 -66 Invertebrates 0.2 g - Heterocentrotus cmbs mammillatus 2 - ST -3 112 34 -66 Invertebrates 2.4 g - Non - diagnostic cmbs Echinoidea 2 - ST -3 I/2 34 -66 Vertebrates 0.1 g - Osteichthyes cmbs 2 ST -3 I/2 34 -66 Vertebrates 0.2 g Canis familiaris clubs 2 - ST -3 1/2 34 -66 Vertebrates 3.2 g - Sus scrofa J I cmbs (juvenille) 2 - ST -3 112 34 -66 Non -Branch 12.3 g 2 Non - worked cmbs Coral 2 ST -3 I/2 34 -66 Charcoal 1.6 g cmbs 2 - ST -3 I/2 34 -66 Kukui 0.7 g - - cmbs 2 - ST -3 I/2 34 -66 Volcanic - 1 One interior flake cmbs Glass Debitage 2 ST -3 112 34 -66 Edge Altered 1 Based on interior cmbs Volcanic flake; altered edge is Glass Flake slightly convex, unifacial, use -wear; 1.65 cm SCS PROJECT 648 MIDDEN INVENTORY SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 3 - ST -3 1/3 67 -101 Invertebrates 1.0 g - Cypraea cmbs caputserpentis 3 - ST -3 1/3 67 -101 Invertebrates 0.4 g - Drupa rubusidaeus cmbs 3 - ST -3 1/3 67 -101 Invertebrates 0.2 g - Non - diagnostic cmbs marine shell - ST -3 1/3 67 -101 Invertebrates 0.2 g - Decopoda cmbs 3 - ST -3 113 67 -101 Invertebrates 8.8 g - Non - diagnostic cmbs Echinoidea B2 SCS PROJECT 648 MIDDEN INVENTORY } SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 3 - ST -3 1./3 67 -101 Vertebrates 0.4 g - Sufflamen bursa cmbs 3 - ST -3 1/3 67 -101 Vertebrates 0.1 g - Rattus /Mus sp. cmbs 3 - ST -3 113 67 -101 Vertebrates 0.6 g - . Sus scrofa cmbs 3 ST -3 113 67 -101 Non - Branch 0.8 g 1 Non- worked cmbs Coral 3 - ST -3 113 67 -101 Charcoal 2.8 g - - curbs 3 - ST -3 1/3 67 -101 Kukui 0.2 g - - j cmbs { J SCS PROJECT 648 MIDDEN INVENTORY SITE TS -50 Field Feature Unit Layer Depth Collected Measurements Count Remarks ( Bag Material ( 4 1 - - Surface - Unsorted 11.8 g - Not sorted from - Charcoal non - cultural matrix 1 Surface Sorted 10.9 g Sorted from non- Charcoal cultural matrix I 1 - - Surface - Charcoal 64.2 g - - Dust 1 1 i B3 1 4 l i APPENDIX C: TRADITIONAL ARTIFACTS l 1 c N c*l .- 0 -O N m - — A o t • m Q d O U o U `cn± N I • • r, t- ' U-. in `8 F+ b 0 U] O W p. U 0 FQ 4a -P E"( z m ,—. 0 U V ^ O N O i 00 , N O I H m m l 00 0 O H E m VD } z m 1 44 l U a) U fil c...) a) N ..O U N Y U i W cd U ,T ; t o -0" �Q 0 > �Qw > z E..; 1 4t . N , m Ei I ' . - . , 1 F a a a H a m m M m m 1 z � . o _. H E 4 gH . . , E- - ' t 1 co F., 00 00 00 00 00 U ', r. ,� gI N N N N N I ° P; A Pi L7 ciD Fa 4 .+ N N rn 44 APPENDIX D: INVENTORY OF IWI KUPUNA i D ' l SKELETAL INVENTORY FORM 1 RIGHT LEFT TS -40 c \—_,J ,.= 4 1 --..\ \ ! / ?___; '1 , / ) : 1 l / i Cir ' 1 1 \\` 1 R ) I .c-_)) . t— '\./'' I , L ! �, _. 11 -0 ci,:._-:;41, � - 1 , 1 . - '-- t.-L...,-.9 ( 7 I , 1 1 �-�' 1 t o ff �0 1.1 cAr OL11■ ii ,, kip . ...- ) .. A i'81,% L d /r i m..)y (j \,„. Li u P Q 4 ! r i if,,, 7Th 4 U „.., j - M I ( \) (\ \ t ... 1 ' V ''' p 1 (J (A j --; e•---: \1 -,-.. ',) i t 1 ii ,, C'‘, ' i I`I hl , I' t 1 1 1 (1:2 I �; (t ..:, ! 1 ) f `� 1 l..../L),-N. f , 1 / 4 1 j II I ° ��r,,t I• 1 " i i I - / ). \N ( ,.-!::' : .1 1 ;` \ o oI1( y '�. (` ' , ; II i' ,:. , f,:::!.:_::..:.-„: .........„ ,,,) ),,... 6 ��: RE? t E. PRESENT = ABSENT It Di I . i F . 1 i i. RIGHT TS -41 LEFT 1 ... — / i cp. 44 2::, N , ..' i U U s O 1 7 4 : 'Lc .„) , ==...4.. , ci, ,do: .4-rg' Ulli P Q Q - 4 lilt . .gib �. Q .. 0 • . ■ ( V ._,,,,,) 6 i - "W :t . . ,..,,,&„ 2 * - , OD tu n® .44, i . ti? ,.„-eii„,,,, r 1 , . , . , ,. 0 ( vq,,,,-64, IV' K 7 Y1 � � : : .�� t .. . Z '''f �, .1 R I t E E D2 PARCEL 40 TRAFFIC IMPACT ANALYSIS PROPOSED 54 SINGLE- FAMILY LOTS ON MAUKA SIDE OF QUEEN KA'AHUMANU HIGHWAY KAILUA-KONA, HAWAII TMK (3)7 -5- 017 :040 I. INTRODUCTION AND SUMMARY A. Purpose and Study Objectives The purpose of this report is to evaluate the traffic impact of the development of Parcel. 40, 14.682 acres, located just mauka of Queen Ka'ahumanu Highway and . north ofthe Pualani. Estates Subdivision. It is assumed that the primary access to this . development will be by way of Parcel 41, located mauka and adjacent to the subject parcel, and Puapua'anui Street in the adjacent Pualani Estates Subdivision with the secondary access being Hualalai Road near the intersection with Hienaloli Road. ( This report will analyze the impact on the following intersections: Queen Ka'ahumanu Highway (QKH) and Puapua'anui Street Queen Ka'ahumanu Highway and Hualalai Road Puapua'anui. Street and Hualalai Road Hualalai Road and Hienaloli Road Hualalai Road and New Intersection (Paulehia Street) It should be understood that in order for Parcel 40 to develop that Parcel 41 has to develop concurrently. IL PROPOSED DEVELOPMENT A. Site Location The Project is located in the North Kona District, Hawaii mauka of QKH and north of Pualani Estates Subdivision. The proposed Parcel 40 subdivision is approximately 14.682 acres on Tax Map Key (3) 7- 5- 017:040. Current plans for the proposed subdivision will encompass 54 lots within a single- family subdivision with lot sizes of 7,500 ft to 10,000 ft Page 1 of 16 APPENDIX C In STUDY AREA CONDITIONS A. Study Area The Project is in the proximity of other single- family residential developments ranging in similar sizes from 7,500 ft' to one acre parcels which developments include the Pualani Estates, Sugar Cane Lane and Hualalai Heights subdivisions. There are also two more single-family developments mauka of Parcel 41. They are located' on Parcels 42 and 43. Traffic from this development could have some impact on the adjacent streets, therefore, QKH and Hienaloli Road are considered in this report Since Lako Street and Puapua'anui Street have been opened for public use, there has been a noticeable reduction in traffic on Hualalai Road.. { B. Site Accessibility At this time, primary access to the project site will be through Parcel 41 from the south at Ho'ornama Street within the Pualani Estates Subdivision with a secondary access from Hualalai Road and thence through. Parcel 42 along Paulehia Street Pursuant to Condition F of the Pualani Estates Ordinance 99 -51 (Bi11 No. 13, Draft 2), all internal roadways Within the adjacent Pualani Estates Subdivision, including Paulehia Street and Puapua'anui Street, shall be dedicated to the County of Hawaii. Dedication of all the internal roadways within the Pualani Estates Subdivision was to have been completed by the end of 2009. Paulehia Street will have a 50- footwide right-of-way and Puapua'anui Street will have a 60- foot wide right-of-way. All streets will have improved curbs, gutters and sidewalks. There are a number of accesses to this development. The principal accesses are by way of QK.1 -1 and Puapua'anui Street to Ho'omama Street, Hualalai Road and Puapua'anui Street to Ho'oinama Street, and Hualalai Road and QKH to Paulehi Street. Eventually, there will be a connection to.Puapua "anui Street through TMK (3) 7 -5- 017:022, Sugar Cane Lane Subdivision. C. Land Use The project site is currently vacant land and is designated within the State Land Use • • Agricultural District, and the County Agricultural minimum 5 acres (A -5a) zone. D. Concurrency Pursuant to Section 25 -2 -46, Concurrency Requirements of the Hawaii County Zoning Code, the County requires a traffic impact analysis report (TZAR) of major Page-2 of 16 developments be prepared or updated within six (6) months before the submission of any change of zone that can generate 50 or more peak hour. trips. The TZAR shall include projections for future traffic growth for <a minimum . offive -, ten - and twenty- years including, o ther approved or proposed development expected to impact the area with reasonable assumptions about the build -out of such development. Based on the current recession and economic conditions, we can only assume that future development within the area of the project over the next five years will be limited, and thus the Project will have a minimal impact on the traffic conditions in the general area. Economic trends in the past have indicated 10± years of growth followed by 10± years of economic downturn. The present state of the economy indicates that this downturn could: be longer and more intense than those of the past with some slow growth towards the end. Thus we project a limited number of developments to occur within the surrounding areas. There are several parcels in the area of study that could be developed during the five- to twenty -year period. The following is a list of these parcels: TAELE 1 PARCELS LOCATED IN AREA OF STUDY Tax Map Key Size in Acres (3)7-5-017:022 10.940 (3)7- 5- 017:031 12.932 (3)7- 5- 017 :041 14.707 (3)7 -5- 017:042 14.437 ( (3)7-5-017:043 14.968 (3)7 -5- 017:044 23.738 Under the present circumstances, it is difficult to predict when, or if, these parcels will be developed. Our sources of information suggest that Parcel 40, 41, 42, and 43 will develop during the next five years. As stated above, Parcels 40 and 41 will need to be developed at the same time. Parcels (3)7-5-017:031, and (3)7 -5 -017: 044 are located within the Special Flood Hazard Area. Therefore the assumption can be made that these parcels may not be developed in the near future. On the other hand, { the remaining parcel (3)7- 5- 017:042 may be developed in -the short term and 042 and 043 may be developed concurrently. This is how this report is structured. Therefore, the future projected development for the surrounding areas in the next five to twenty years will be comprised of Parcel 40 and Parcel 41 concurrently with Parcel 42 and soon thereafter, Parcel 43. Parcel 22 will follow in the five to ten year period. The Page 3 of 16 following .lists the projected single-family residential units for each parcel over the next twenty years, assuming changes of zone are approved for density allowing 10,000 it'' residential lots, with approximately 20 percent of the land area going to roadways: Parcel 22 3 units Parcel 40 54 units Parcel 41 46 units Parcel 42 53 units Parcel 43 46 units It is projected that due to the signalized intersection at Puapua'anui Street and QKH intersection, the vast majority of the traffic from the Parcels 40 and 41 development is anticipated to route to the south onto Ho'omama Street within the adjacent Pualani Estates Subdivision and continue malcai along Puapua'anui Street to the signalized intersection at QK.H. This study will also analyze Hualalai Road as an alternate source for trip generations. However, this is anticipated to be a small source of traffic. Construction of the adjacent Pualani Estates Subdivision is still underway with full - project build -out expected in late 2011. In addition, these assumptions are made: 1. Over the initial five years, due to the present economic situation in Hawaii and on the mainland, there will be no appreciable increase in traffic on any of the roads: studied in this report. 2. With this being said, the developers of Parcels 40 through 43 have set 2015 as their goal to final build -out. 1.06 increase in traffic per year on QKH, Lako Street and Puapua'anui Street can be expected. This percentage comes from the CH 1-Iil1 traffic study prepared for the Laic() Street extension. 3. The increase in traffic on Hualalai Road will, in part, be due to this development and others adjacent to Hualalai Road. 4. This report assumes, that for parcels 042 and 043, 40% will utilize Hualalai Road and 60% will utilize Puapua'.anui Street. 5. For parcels 040 and 041, 5% will utilize lluala]ai Road and 95% will utilize Puapua'anui Street. 6. For parcel 022, 50% will utilize Puapua'anui Street and 50% will utilize Hualalai Road. Page 4 of 16 3 IV. ANALYSIS OF EXISTING. CONDITIONS A. Physical.. Characteristics Hualalai Road is a two -lane road running mauka -makai from Holualoa to Kailua- Kona. This road has no paved shoulders and no sidewalks. The speed limit is 30 mph. Therefore, pedestrian traffic and/or bicycle travel were not considered in this - study. B. Traffic: Volumes Traffic counts were taken at Hualalai Road and Hienaloli Road on January 28, 2010, at Hualalai Road and Puapua'anui. Street on January 28, 2010, and at Hualalai Road and QKH on April 22, 2010 and QKH and Puapua'anui Street on April 22, 2010. The peak hours are tabulated as follows. TABLE 2 PEAK HOURS OF TRAFFIC FLOW Location Peak Hour Vehicles Per Hour (vph) QKH &_Hualalai Road 7:15 AM to 8 :15 AM 2097 QKH & Hualalai Road 3:00 PM to 4:00 PM 2156 Hienaloli Rd & Hualalai Rd 7:15 AM to 8 :15 AM 157 Hienaloli Rd & Hualalai Rd 3:15 PM to 4:15 PM 150 Puapua'anui St & Hualalai Rd 7 :15 AM to 8 :15 AM 193 Puapua'anui St & Hualalai Rd 4:30 PM to 5:30 PM 163 QKH & Puapua'anui St 7:15 AM to 8:15. AM 1926 QKH & Puapua'anui St 3 :15 PM to 4:15 PM 1919 For clarification purposes, the directional traffic flow is as follows: Eastbound— traveling from the west to the east. An eastbound left would be making a left . turn from traveling eastbound. An eastbound right would be making a right turn from the eastbound travel. Westbound-- traveling from east to west. A westbound left would be making a left turn from traveling westbound. A westbound right would be making a right turn from the westbound travel. Page. 5 of 16 Northbound— traveling from south to north. A northbound: left would be making a left turn from traveling northbound. A northbound right would be making. a right turn from the northbound trawl. Southbound— traveling from north to south. A southbound left would be making a left turn from traveling southbound. A- southbound right would be Making a right turn from the southbound travel. The following table gives a breakdown of each peak traffic period at the various locations by traffic movement. TABLE 3 TRAFFIC COUNTS FOR PEAK HOURS QKH and Hualalai Road Direction AM PM Westbound Left 2 3 Westbound Right l 16 67 Northbound Through 1129 919 Northbound Right 4 4 Southbound Left 78 52 Southbound Through 778 1111 Hualalai Road and Hienaloli Road Direction AM PM Eastbound Left 12 28 Eastbound Through 17 37 Westbound Through 42 29 Westbound Right 22 20 Southbound Left 32 18 Southbound Right 32 18 Puapua'anui Street and Hualalai Road Eastbound Left 11 11 Eastbound Right 2I 37 Page 6 of 16 Direction AM PM Northbound Left 52 17 Northbound Through 55 26 Southbound Through 32 57 Southbound Right 22 15 QKLI and Puapua'anui Street Westbound Left 54 36 Westbound Right- 133 75 Northbound `Through 911 796 ( Northbound Right 21 45 { Southbound Left 54 100 Southbound Through 753 867 C. Level of Service Levels of service were calculated for these intersections using the data gathered on January 28, 2010 and April 22, 2010. The following table shows the existing conditions. TABLE 4 LEVELS OF SERVICES, EXISTING CONDITIONS, PEAK HOURS D irection Level of Service QKH and Hualalai Road Direction AM PM Westbound Left F F Westbound Right D C Southbound Left B B T Iualalai Road and Hienaloli Road Direction AM PM Eastbound Left A A Page 7 of 16 Direction Level of Service Eastbound Through A A Southbound Left A A Southbound Right A A Puapua'anui Street and Hualalai Road Direction AM PM Eastbound Left A A Eastbound Through A A Eastbound Right A A Southbound Left A A QKH and Puapua'anui Street Direction AM PM Westbound Left E D Westbound Right A A Northbound Through B B Northbound Right A A Southbound Left D E Southbound Through A A V. PROJECTED TRAFFIC A. Methodology Highway capacity analysis was performed in accordance withthe "Highway Capacity Manual, Special Report 209, 2nd Edition" of the Transportation Research Board, 1992 and the Highway Capacity Software from the Federal Highway Administration and McTrans, University of Florida, Gainesville, Florida. Levels of service for the various intersections were computed for the existing condition in accordance with the Highway Capacity Manual. Level of service is defined as "a qualitative measure describing operational conditions within a traffic stream; generally described in terms of such factors as Page 8 of 16 speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety." There are six levels of operational conditions defined as follows: Level of Service A Little or no traffic delays Level of Service B Short traffic delays Level of Service C Average traffic delays Level of Service D Long traffic delays. Level of Service E Very long traffic delays Level of Service F Extreme traffic delays Level of service calculations and volume - capacity- ratios are tabulated herein for both AM and PM peaks for existing and the post development condition. Each intersection is diagramed in the appendix showing existing and post development conditions. The trip generation methodology used in this report is based upon applications developed by the Institute of Transportation Engineers.(ITE) and published in "Trip Generation ", 5' Edition, 1991. Trip generations have been developed for a variety of land uses (or facility types) which correlate trips with dwelling units, area, population, vehicle ownership and intensity of use. Each facility type has a catalog . number for identification purposes. In this case, Classification 210, single - family detached, was used. It should be noted that no adjustments are made to reflect the impact of less than full-time residents which could be the case in the study area. B. Trip Generation As stated above, this is a single family residential development, therefore, Classification 210, or Single - Family was used for trip generation. Since the peak hour trips for this development generate less than 100 peak hour trips, the horizon is the opening year. The following are the trips generated. TABLE 5 TRIP GENERATION Time Quantity Generator Enter % Exit Parcel 40 AM 54 0.74 10 26 2$ 74 PM 54 1.01 35 65 20 35 Daily 54 9.55 516 Page 9 of 16 f ` Time Quantity Generator Enter % Exit %: Parcel 41 AM 46 0.74 9 26 25 74 PM 46 1.01 30 65 20 35 Daily 46 9.55 439 Parcel 42 AM 53.. 0.74 10 26 29 74 PM 53 1.01 35 65 19 35 Daily 53 9.55 506 Parcel 43 AM 46 0.74 9 26 25 74 PM 46 1.01 30 65 20 35 Daily 46 9.55 Parcel 22 AM 3.8 0.74 7 26 21 74 PM 38 1.01 25 65 13. 35 Daily 38 9.55 362 C. Traffic Distribution Traffic distribution at this location were determined from the average: of the east - and west -bound traffic on Hualalai Road and from traffic at QKCH and Haulalai Road. The following table shows the distribution of eastbound and westbound traffic. Table 6 . Traffic Distribution, Hualalai Road Direction AM ( %) PM ( %) Eastbound 41 44 Westbound 59 56 The turning movements from the project at Q1K14 are based upon the proportions of the various turning movements. Page 10 of 16 t The existing turning movements at QKH and Hualalai Road and Hienaloli Road and Hualalai Road were used to proportion the traffic within these intersections, thereby distributing traffic generated by the . development. D. Trip Assignments Trips were assigned in accordance with the above traffic distribution discussion. For comparison purposes, the distribution and assignment is shown for the existing condition and future condition in the following table. TABLE 8 TRIP DISTRIBUTION ANDASSIGNIVTENT AM PM Direction Exist 2015 2020 2030 Exist 2015 2020 2030 QKH AND HUALALAI ROAD Westbound Left. 2 5 5 6 3 5 6 6 Westbound Right 116 148 169 194 67 83 95 109 Northbound Though 1129 1226 1332 1572 919 998 1085 1280 Northbound Right 4 4 5 6 4 4 5 7 Southbound Left 78 90 100 117 52 63 68 90 Southbound Through 778 845 918 1083 1111 1207 1311 1547 QKH AND PUAPIJA'ANUI STREET Westbound Left 54 73 89 100 36 48 55 66 Westbound Right 133 180 218 246 75 100 122 138 Northbound Through 91I 990 1168 1268 796 865 939 1109 Northbound Right 21 25 29 43 45 58 76 86 Southbound Left 54 69 84 95 100 135 173 194 Southbound Through 753 818 889 1049 867 942 1023 I208 HUALALAI ROAD AND HIENALOLI ROAD Eastbound Left 12 16 17 20 28 33 36 42 Eastbound Through 17 21 23 27 37 "47 51 59 I l Westbound Through 42 47 51 59 29 39 42 48 Westbound Right 22 24 26 31 20 22 24 28 Page 11 of 16 sIM PM Direction Exist 2015 2020 2030 Exist 2015 . 2020 2030 South bound Left 32 35 38 45 18 20 21 25 Southbound Right 32 37 40 47 18 24 25 29 PLJAPUA'ANUI STREET AND HUALALAI ROAD Eastbound Left 11 13 14 16 11 14 15 17 Eastbound Right 21 28 31 35 37 45 49 58 Northbound Left 52. 61 67 78. 17 28 31 35 Northbound Through 55 60 65 77 26 28 31 36 Southbound Through 32 35 38 46 57 62. 67 79 Southbound Right 22 26 28 33 15 22 24 27 HUALALAI ROAD AND PAUHELIA STREET Eastbound Through 82 89 97 114 70 76 83. 97 Eastbound Right - 3 7 7 - 15 27 27 Westbound Left - 5 5: 5 - I8 18: 18 Westbound Through 118 128 139 164 56 61 66: 78 Northbound Left - 15 37 37 - 5 12 12 Northbound Right - 10 1.0 10 - 7 7 7 VI. TRAFFIC AND IMPROVEMENT ,A.NALYSIS Level of service was performed for the existing and future conditions- for the intersections at QKH and Hualalai Road, QKH and Puapua'anui Street, Hulalai Road and Paulehi Street ( Development), Puapua'anui Street and Hualalai Road .and .Hienaloli Road at Hualalai Road. TABLE 9 LEVELS OF SERVICE C©I IPARISON AM PM Direction Exist 5 Yr 10 Yr 20 Yr Exist 5 Yr 10 Yr 20 Yr QKH AND HUALALAI ROAD Westbound Left F F F F F F F F Westbound Right D F F F C C D E Page 12 'of 16 AM PM Direction Exist 5 Yr IO Yr 20 Yr Exist 5 Yr 10 Yr 20 Yr Southbound Left 13 B B C. 13 B 13 B Approach LOS D F F la C D D: p Approach Delay 32.5 55.8 126.1 849.5 21.3 27.2 34.5 65,6 Q1d11 AND.PUAPUA'ANUI STREET Westbound Left E F E F E E E F Westbound Right A A A A A A A A Northbound Through B B B C B B 13 C Northbound Right A A A A A A A A Southbound Left D D E D E E E F Southbound Through A A A A A A A A Approach LOS A B 13 C A B 13 C Approach Delay 9.2 11.1 14.3 24.6 9.9 12.2 15.6 23.0 PUAPUA'ANUI STREET AND HUALALAI ROAD 1111 Eastbound Left A A A A A A A A Eastbound Right A A A A A A A A Northbound Left A A A A A A A A Northbound Through A A A A A A A A Approach LOS A A A A A A A A Approach Delay 9.0 9.1 9.2 9.6 8.9 9.0 9.0 9.2 HUALALAI ROAD & HIENALOLI ROAD Eastbound Left A A A A A A A A Eastbound Through A A A A A A A A Southbound Through A A A 13 A 13 B B Southbound Right A A A A A A A A intersection LOS A A A 13 A A A B Intersection Delay 9.1 9.2 9.3 10.0 9.2 9.3 9.3 10.4 HUALALAI ROAD AND PUAPUA'ANU1 STREET Page 13" of 16 AM PM Direction Exist 5 Yr 10 Yr 20 Yr Exist S Yr 10 Yr 20 Yr Eastbound Left A A B B A A A A Eastbound Right A A A A A A A A Northbound Left A A A A A A A A Intersection LOS A A A A A A A A Intersection Delay 9.0 9.0 9.0 9.3 8.8 8:9 9.0 9:1 HUALALAI ROAD & PAULEHIA:STREET Westbound Left A A A — A A A Westbound Through — A A A — A A A. Northbound Left — A A 13 — A A A Northbound Right — A A B — A A A Approach LOS — A A B — A A A Approach Delay — 9.4, 9.9 10:2 — 9.1 9.4 9.5 VII. DISCUSSION Recent traffic studies in the area indicate a significant amount of traffic has been diverted. from Hualalai Road by the two connector roads, Lako Street and Puapua'anui Street with more traffic particularly using Lako Street and now particularly, Puapua'anui Street. This is very evident by the westbound left and northbound Ieft turning movements at Hualalai Road. At the intersection of QKH and Puapua'anui Street, the intersection level is "A ". However, the two left turn movements vary from "D" to "F ". This means that through traffic is not impeded and that left-turn movements only have a short time to move or wait for the next green light. By the time the 20 -year period is attained, the intersection level of service will be "C" in the AM and "C" in the PM. This is still acceptable. VIII. CONCLUSION AND RECOMMENDATIONS For the purpose of this traffic study, the levels of service considered within our recommendations are derived from the main intersections leading to the project's primary Page 14.of 16 f i access at Ho'omama Street to the south and the secondary access at Hualalai Road to the north. Our conclusions are based on the areas of this traffic study which cover: 1) the primary access at Ho'omama Street taken from the intersection. at Puapua'anui Street and QKH; and 2) the secondary access from Hualalai Road at the intersection of Hualalai Road. and Paulehia Street.. The levels of service projected with the next 5, 10, and 20 .years at the. Project's primary access located at the QKH /Puapua'anui Street intersection and at the Project's secondary access at the Hualalai Road/Hienaloli Road intersection are summarized as follows: A. Primary/Secondary - Access INTERSECTION AT QKH AND PUAPUA'ANUI STREET (PROJECT'S PRIMARY ACCESS) Acceptable levels of service of "A ", "B" and "C" for all traffic movements except Ieft -turn movements were observed at the intersection of QKH and Puapua'anui Street. The level of service for the left-turn movements are "D" and "E", with westbound left and southbound Left turning movements being "F" at 20 yars for the AM peak, when the signal timing is optimized for the intersection. However, by optimizing the timing, the overall level of service for the intersection is "A" and "B ", with the one exception of "C ", throughout the 20 -year period. This intersection will ( serve as the entry point lead ing to the primary project access at J Street. Therefore, the proposed Parcel 40 development will have little or no effect on traffic at the Puapua'anui Street /QIKH intersection. No additional lanes are necessary to access the development because of the signalized intersection at the Pualani Estates main entrance on Puapua'anui Street/QKH and a future 50 -foot wide County dedicable roadway connection to the Project to be provided via Ho'omama Street. Traffic produced by this development will not be an issue. INTERSECTION AT HUALALAI ROAD AND PAUHELIA STREET (PROJECT'S SECONDARY ACCESS) With the traffic from the proposed Project, the intersection at Hualalai Road and ( Pauhelia Street will remain at an acceptable level of service of "A" for all traffic ( movements until the 20 -year time frame. At this point in time the level of service becornes "B ". This intersection will serve as the secondary access point to the Project. B. Traffic Impacts front Surrounding Properties (Summarizes the Levels of Service for those general areas projected for the next 5, 10 and 20 years) INTERSECTION AT HUALALAI ROAD AND QKH Traffic traveling left onto QKH heading south have an unacceptable level of service of for the westbound left approach. Page 15 of 16 { Although the levels of service were "F" for both the westbound left and westbound approach traffic at the Hualalai RoadJQKI I intersection, access, from the intersection will be vastly improved after the installation of a signalized intersection. The Hawaii Department of Transportation has planned a signalized intersection •at the Hualalai Road/QKIT intersection within the next five years INTERSECTION AT HUALALAI ROAD AND PUAPUA'ANUI STREET An acceptable level of service of "A" for all traffic movements were observed at the Hualali Road/Puapua'anui Street intersection indicating little or no impact from the proposed development. This traffic Study concludes that the levels of service at the intersection of 1) Puapua'anui Street and QKH; and 2) Hualalai Road and Hienaloli Road to be "A" or `B" during the AM and PM peak hours and are thus "acceptable levels of service", in compliance with the Concurrency Requirements: for traffic impact analysis reports of the Hawaii County Code Section: 25. -2 -46. Page 16 of 16 OPERATING AGREEMENT FOR WAIAHA SYSTEM, LL C, A HAWAII LINIITED LIABILITY COMPANY (Waiaha Water System South) September 24, 2007 f - 4829 -1826- 3297.1 APPENDIX D OPERATING AGREEMENT FOR WAIAHA SYSTEM, LLC A HAWAII LIMITED LIABILITY COMPANY This Operating Agreement is made as of September 2 -I , 2007, but is effective as of the Effective Date, by the Company and the Persons executing this Agreement as Members, with reference to the following facts: A. On July 23, 2004, the Articles of Organization for the Company, a limited liability company organized under the Act of the State of Hawaii, were filed with the Office of the Director of the Department of Commerce and Consumer Affairs of the State of Hawaii. B. The aforesaid Members desire to adopt and approve an operating agreement for ` the Company. e NOW, THEREFORE, the Members, for and in consideration of the mutual covenants herein contained and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, hereby agree to the teains and conditions of this Agreement, ; as it may from time to . time be amended. i ARTICLE I. CERTAIN DEFINITIONS • i Unless otherwise defined in this Agreement, the following terms have the meanings set s forth below: a Y 1.1 "Act" means the Hawaii Uniform Limited Liability Company Act, Haw. Rev. t Stat. Chapter 428, §§ 428 -101 et seq., as amended from time to time (or any corresponding provisions of any succeeding law). The various sections of the Act are referred to herein as "Section of the Act." 1.2 "Additional Capital Contribution" means, for each Member, any Capital Contribution made by such Member under Section 3.4. 1.3 "Affiliate" means, for any Person, (i) any Person directly or indirectly t controlling, controlled by, or under common control with such Person, (ii) any officer, director, I general partner, member or trustee of such Person, or (iii) any Person who is an officer, director, general partner, member or trustee of any Person described in the preceding clauses (i) or (ii). For this definition, the tennis controlling, controlled by," or "under common control with" mean the possession, direct or indirect, of the power to direct or cause the direction of the management and policies of a Person, whether through the ownership of voting securities,,. by contract or otherwise, or the power to elect at Ieast fifty percent (50%) of the directors, managers, general partners, or Persons exercising similar authority concerning such Person. t 4829-1826-3297.1 ( EXHIBIT A MEMBER CAPITAL CONTRIBUTIONS NAMES, ADDRESSES, AND RELATED INFORMATION (As of September 24, 2007) Units & Capital Percent Member- Contributio age Member TMK ship n ($) Interest Interest ( %) Kona Venture Corp. (3) 7 -5- 003:005 76 68,400.00 7.29% Richard Wheelock _ (808) 599 -5720 • eastwest @lava.net SCD Keopu LLC (3) 7 -5- 003:023 50 45,000.00 4.8% Richard Wheelock • eastwest @lava.net Samson LLC (3) 7 -5- 010:013 110 99,000.00 10.56% Dwayne Betsill I �.. eleuteneker @betsillbuilder.com Lava Kuakini, LLC (3) 7 -5- 017:005 170 153,000.00 16.31% Barry B. Crivello bbc @crivellocpa.com ( Makua Lani School (3) 7- 5- 017:031, 12 10,800.00 1.15% Taylor Easley /Card o r '1) Lot Al (portion) taylor.easley @morganstanley.com The Kona Coffee & Tea Company (3) 7- 5- 017:031, 22 19,800.00 2.11% Dan Bolton Lot Al (portion) dan @boltoninc.com ' David Sansone & Avila Properties (3) 7 -5- 017:031, 25 22,500.00 2.4% David Sansone Lot A2 dan @boltoninc.co JKS Partners LP (3) 7- 5- 017:040 43. 38,700.00 - 4.13% • Jim Schuler Brian R. Cook Development, Inc. (3) 7 -5- 017:041 ' 44 39,600.00 4.22% Brian Cook brcdincl@yahoo.com Hu -Ko -Pa (3) 7 -5- 017:042 79 71,100.00 7.58% The Percentage Interest of each member reflected in this Exhibit A is rounded up to the nearest hundredth. 2 Member Daniel B. Bolton and his related legal entities have contributed real property and easements, project management and advanced payment of engineering and legal fees in the total amount of $638,000.00, and has elected to allocate this credit to the Primary Capital Contribution due according to the number of Units allocated to his project TMKs. The credit balance of $417,500.00 shall be used to fund any remaining Secondary Capital Contribution due for his Units. 4829 -1826 - 3297.1 EXHIBIT D I 1. ALLOCATION OF SOUTH WATER COMMITMENTS" TMK PARCELS NUMBER OF WATER NAME OF DEVELOPER COMMITMENTS / EQUIVALENT UNITS OF WATER 1 _ TMK (3) 7 -5- 003:005 76 KONA VENTURE CORP. r TMK (3) 7- 5- 003:023 50 SCD KEOPU, LLC TMK (3) 7- 5- 010:001 125 LEONARD WELTER TMK (3) 7- 5- 010:013 110 SAMSON, LLC f TMK (3) 7 -5- 017:005 170 LAVA KUAKINI, LLC TMK (3) 7 -5- 017:031, 12 MAKUA LANI SCHOOL f LOT Al (portion) i TMK (3) 7- 5- 017:031, 22 THE KONA COFFEE & LOT Al (portion) TEA COMPANY j TMK ( 3 ) 7 -5- 017:031, 25 DAVID SANSONE & LOT A2 AVILA PROPERTIES ( i `- TMK (3) 7 -5- 017:040 43 JKS PARTNERS LP I TMK (3) 7 -5- 017:041 44 BRIAN R. COOK • DEVELOPMENT INC. TMK (3) 7 -5- 017:042 79 I3U -KO -PA c TMK (3) 7 -5- 017:043 61 � HUALALAI PARTNERS OF KONA, LLC TMK (3) 7 -5- 019:001 22 SUNSTONE KONA, LLC Pursuant to Paragraph 7 of this Agreement, WAIAHA SYSTEM may be required by DWS to allocate more than one (1) water commitment/equivalent unit of water to the development of certain of the above TMK Parcels. DWS will require Two (2) water commitment/equivalent units of water to be allocated to TMK Parcels whose land area and zoning include the following: Single Family Residential (RS - and Iarger (ie. RS -20), Agricultural (A -la) and larger, Family Agricultural (FA -la) and larger, or Residential and Agricultural (RA -.5a) and larger. DWS will require One (1) water commitment/equivalent unit of water t� be allocated to TMK Parcels whose land area and a zoning are Single- Family Residential (RS -10) and smaller, and Multiple- Family Residential (RM -1). The . developers of non - residential lots or units within the TMK Parcels zoned Commercial or Industrial, or any other r zoning district not provided for herein, are advised to consult with DWS on the number of water commitment(s) /equivalent unit(s) of water that are required for development of each TMK Parcel as determined by an engineer's assessment of the project water use based on the accepted industry standards, review of water use, or , similar activities. 4826- 6028 - 6721.1 9/17/07 1:35 PM t7 DEPARTMENT OF PUBLIC WORKS COUNTY OF HAWAII HILO, HAWAII DATE: July 13,2010 Memorandum TO : B.J. Leithead -Todd, Planning Director Planning Department FROM : Ben Ishii, Acting Division Chief Engineering Division r/ SUBJECT : Change of Zone Application (REZ 10- 000128) SLUBA (SLU 10- 000028) Applicant: JKS Partners, LP Location: Kahului 2" N. Kona, HI TMK: 3 / 7 -5- 017:040 We reviewed the subject application and our comments are as follows: DRAINAGE 1. All development generated runoff shall be disposed of on -site and shall not be directed toward any adjacent properties. A drainage study shall be prepared prior to the issuance of any construction permit and; the recommended drainage system shall be constructed meeting with the approval of DPW prior to final construction approval. 2. We have testimony of offsite stormwater crossing Hualalai Road mauka of the subject property. The drainage study shall address such offsite stormwater and the proposed development plans shall be prepared to ensure that: a. Proposed building sites and infrastructure will be reasonably safe from flooding and designed to minimize exposure to flood damage. b. Pre - development stormwater quality shall not be degraded nor stormwater quantities increased. c. The proposed development shall not alter drainage patterns upstream or downstream of the development for any storm event unless approved as comprehensive flood control project. d. We recommend the applicant be required to propose and participate in a comprehensive flood control plan to address the offsite flow in a manner that will reasonably protect the subject, adjacent and downstream properties, meeting with the approval of the DPW. 3. Flood Zone "AE," affects the subject parcel as designated by the Flood Insurance Rate Map (FIRM), dated May 16, 1994. Any new construction, improvement fQ , ; `j , repetitive Toss structures or su tantiaJ im U�gqvett�rrt�ents of structures withiri the AE ri onn1 g VepT. Exhibit c7: • Memo to PD- REZ 10- 000128 July 13, 2010 P. 2 of 3 Zone will be subject to the requirements of Chapter 27 - Flood Plain Management, of the Hawaii County Code. 3. Prior to any land alteration activities affecting the AE flood Zone or other areas determined in subsequent flood studies to be inundated by the base flood event, the applicant shall submit a flood study prepared by a licensed professional civil engineer. If required by DPW, prior to such and alteration activities and /or in accordance with Chapter 27 of Hawaii County Code, the applicant shall submit to the Federal Emergency Management Agency (FEMA) and obtain a Letter of Map Change (LOMC). 4. The applicant shall be informed that if they include drywells in the subject development, an Underground Injection Control (UIC) permit may be required. The applicant shall comply with chapter 11 -55, Water Pollution Control, Hawaii Administrative Rules, Department of Health, which requires an NPDES permit for certain construction activity. ROADWAYS 1. Given several re- zoning actions occurring in this area and in the interest of connectivity, roadway connections to adjoining parcels should be provided in accordance with a master plan for the area. Ho'omama street should be extended to the parcels northern boundary and a mauka makai street should be required to connect with parcels 41 and 42 in accordance with an approved master plan. We note the applicant's street connections to mauka parcel 42 does not align with the latest development plan submitted to us for parcel 42 (a drainage report). 2. All connecting roadways should be constructed to dedicable standards and dedicated to the County. Concrete curbs, gutters, and sidewalks should be required in areas of pedestrian traffic in conformance with adjoining development and DPW policy. 3. The application should be conditioned on the extension of Ho'omama Street to dedicable standards within the adjacent parcel 41 with concrete curb, gutter and sidewalks meeting with the approval of the DPW. Street lights, signs and markings shall be installed meeting with the approval of the DPW, Traffic Division. All improvements shall be constructed at no cost to the County prior to final subdivision construction approval and dedicated to the County upon request. 4. Hualalai Road, the collector street serving the subject property, is a County Road It has a 18- 20 -ft. wide pavement within a variable right -of -way width. It is substandard based on width, alignment and roadside hazard clearances. The General Plan calls for a 60 -foot wide right -of -way for new collector streets. 5. Access to Hualalai Road, including the provision of adequate sight distances, shall meet with the approval of DPW. Vehicular access to the individual lots shall not be from Hualalai Road. Memo to PD- REZ 10- 000128 July 13, 2010 P.2of3 6. In considering the existing and future needs for the Hualalai Road right -of -way, a 50 -foot width will be adequate to serve as a collector street with paved shoulders if widening is provided where turning lanes may be needed in the future. We foresee a future need for left turning lanes on Hualalai Road at any development entry and at the intersection with Hienaloli- Kahului Road. The applicant shall dedicate additional right -of -way to the County equal to or more than one -half the difference between the existing right -of -way and the realigned 50 -foot wide right -of -way. An additional 5 foot wide future road widening setback easement shall be provided along the subject property frontage and dedicated to the County upon request at no cost to the County. 7. Any utility poles in a County or dedicable road right -of -way shall be installed as shown on DPW Standard Detail R -35 (Revised). The applicant shall provide any necessary easements for installation of such utilities. 8. DPW defers to the Planning Director, the applicability of concurrent infrastructure conditions for occupancy of property rezonings set forth in the Policy Tran -6.1 Kona Community Development Plan for any rezoning in the Kona Urban Area. TRAFFIC We reviewed the uncertified and undated Traffic Impact Analysis Report (TIAR) in Appendix C of the application. The proposal is to develop 54 units in this parcel. Using a Trip generation factor of 1.01 the average number of P.M. peak hour trips generated is 55. The existing level of service of the westbound left turn on Puapuanui Street at Queen Kaahumanu Highway in Table 8 is inconsistent with Table 4 and should be corrected for the record. We defer to the Planning Director's interpretation of HCC Section 25 -2 -46, Concurrency requirements, regarding requirement to mitigate deficient movements, when the overall intersection level of service is acceptable. If such mitigation is required, the westbound and southbound left turns on Queen Kaahumanu Highway at Puapuanui Street and the westbound approach to Queen Kaahumanu Highway at Hualalai Road must undergo mitigation prior to occupancy of the subject development. Should there be any questions concerning this matter, please feel free to contact Kiran Emler of our Kona Engineering Division office at 327 -3530. KE copy: ENG -HILO /KONA Hawaii County is an Equal Opportunity Provider and Employer •• of WATER s 119 49$ • •■ g ,, DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII Gy ryoFHaw P.,\ p °! 3 4 5 KEKUANAO'A STREET, SUITE 20 • HILO, HAWAII 96720 • TELEPHONE (808) 961 -8050 • FAX (808) 961 -8657 July 12, 2010 TO: Ms. BJ Leithead -Todd, Planning Director .. Planning Department FROM: Milton D. Pavao, Manager SUBJECT: STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 10- 000028) REQUEST: AGRICULTURE TO URBAN CHANGE OF ZONE APPLICATION (REZ 10- 000128) REQUEST: A -5a TO RS -7.5 APPLICANT — JKS PARTNERS, LP TAX MAP KEY 7 -5- 017:040 We have reviewed the subject applications and have the following comments and conditions. Please be informed that the applicant is member of Waiaha System, LLC, which has executed a Water Development Agreement ( "Agreement ") with our Water Board in order to secure water commitments for the development of various properties within the Department's North Kona Water System. The Department will confirm that the applicant has obtained a water commitment, through the Agreement, in the amount of 43 units of water with an average daily usage of 400 gallons per day, per unit (or a maximum daily usage of 600 gallons per day, per unit), which is suitable to service 43 single - family dwellings. The applicant has proposed a 54 -lot development for which 11 additional units of water will be needed. As the applicant has indicated that the 11 additional units of water will be secured through the Waiaha System, LLC, a supplemental agreement will need to be executed between the applicant, Waiaha System, LLC, and the Water Board to approve the transfer of water units. We will note that water will not be made available for the applicant's proposed 54 -lot development until the necessary transmission and storage facilities, as detailed in the Agreement, have been satisfactorily completed and properly dedicated to the Water Board. Water will be made available for the proposed development from the new transmission waterline after all necessary water system improvements have been completed, in accordance with the Agreement. Also pursuant to the Agreement, the Department has agreed to provide a 100% credit toward payment of the prevailing facilities charge that would normally be required. In other words, payment of the facilities charge will not be required for final subdivision approval. In addition to the above, the following conditions must be met prior to final subdivision approval being granted: 1. Construct necessary water system improvements, which shall include, but not be limited to: a. water mains capable of delivering water at adequate pressure under peak -flow and fire -flow Planning Dept. na--By,6161-zfga6 NE D Exhibit 3 ...Mater, Our Most Precious Resource ... 7�a Mai A pane ... Ms. BJ Leithead -Todd, Planning Director Page 2 July 12, 2010 conditions; the minimum diameter of which shall be 8 inches, b. service laterals that will accommodate a 5/8 inch meter to each lot, c. subject to other agencies' requirements to construct improvements within the road right -of -way fronting the property affected by the proposed development, the applicant shall be responsible for the relocation and adjustment of the Department's affected water system facilities, should they be necessary, and d. fire hydrants spaced no more than 600 feet apart. On dead -end streets, the last fire hydrant shall be located within 300 feet from the last house, or unit, fronting the property line, or to the driveway or access for the property. Construction plans showing the above improvements and prepared by a professional engineer licensed in the State of Hawai` i, must be submitted for review and approval. 3. Submit the appropriate documents, properly prepared and executed, to convey the subdivision water system improvements and necessary easements to the Water Board of the County of Hawai`i prior to final subdivision approval being granted. A registered land surveyor shall stamp and certify the metes and bounds description within the conveyance documents. However, prior to water meter services being granted to the development, or any lots within, the conveyance documents shall be accepted by the Water Board. 4. Should it be necessary, the developer shall be required to execute an Irrigation Agreement for any irrigation meter(s) installed with the project. The agreement requires that all water use for irrigation purposes be metered separately. Construction plans for the project must show the separate irrigation meter(s) and irrigation system. Should there be any questions, please contact Mr. Finn McCall of our Water Resources and Planning Branch at 961 -8070, extension 255. Sinn yours, ( \ii t 1 Mil . Pavao, P.E. Manage FM:dfg \ copy - JKS Partnership, LP Sidney M. Fuke, Planning Consultant William P. Kettbi ? '' S Darryl J. Oliveira Mayor 4 ' i:.i Fire Chief • Of �P= Glen P. I. Honda Deputy Fire Chief Countp at 4)athai `i HAWAI'I FIRE DEPARTMENT 25 Aupuni Street • Suite 2501 • Hilo, Hawai`i 96720 (808) 932 -2900 • Fax (808) 932 -2928 June 25, 2010 TO: BJ LEITHEAD TODD, PLANNING DIRECTOR FROM: DARRYL OLIVEIRA, FIRE CHIEF SUBJECT: STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 10- 000028) REQUEST: AGRICULTURAL TO URBAN CHANGE OF ZONE APPLICATION (REZ 10- 000128) REQUEST: A -5a to RS -7.5 APPLICANT: JKS PARTNERS, LP TAX MAP KEY: 7- 5 -17 -40 In regards to the above - mentioned State Land Use Boundary Amendment and Change of Zone applications, the following shall be in accordance: Fire apparatus access roads shall be in accordance with UFC Section 10.207: "Fire Apparatus Access Roads "Sec. 10.207. (a) General. Fire apparatus access roads shall be provided and maintained in accordance with the provisions of this section. "(b) Where Required. Fire apparatus access roads shall be required for every building hereafter constructed when any portion of an exterior wall of the, first story is located more than 150 feet from fire department vehicle access as measured by an unobstructed route around the exterior of the building. "EXCEPTIONS: 1. When buildings are completely protected with an approved automatic fire sprinkler system, the provisions of this section may be modified. "2. When access roadways cannot be installed due to topography, waterways, % nonnegotiable grades or other similar conditions, the chief may require addition fire protection as specified in Section 10.301 (b). E f � PWA Planning Dept. Exhibit Hawa County is an Equal Opportunity Provider and Employer. BJ Leithead Todd June 25, 2010 Page 2 "3. When there are not more than two Group R, Division 3 or Group M Occupancies, the requirements of this section may be modified, provided, in the opinion of the chief, fire- fighting or rescue operations would not be impaired. "More than one fire apparatus road may be required when it is determined by the chief that access by a single road may be impaired by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. "For high -piled combustible storage, see Section 81.109. "(c) Width. The unobstructed width of a fire apparatus access road shall meet the requirements of the appropriate county jurisdiction. "(d) Vertical Clearance. Fire apparatus access roads shall have an unobstructed vertical clearance of not less than 13 feet 6 inches. "EXCEPTION: Upon approval vertical clearance may be reduced, provided such reduction does not impair access by fire apparatus and approved signs are installed and maintained indicating the established vertical clearance. "(e) Permissible Modifications. Vertical clearances or widths required by this section may be increased when, in the opinion of the chief, vertical clearances or widths are not adequate to provide fire apparatus access. "(f) Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with a surface so as to provide all- weather driving capabilities." (20 tons) "(g) Turning Radius. The turning radius of a fire apparatus access road shall be as approved by the chief." (45 feet) "(h) Turnarounds. All dead -end fire apparatus access roads in excess of 150 feet in length shall be provided with approved provisions for the turning around of fire apparatus. "(i) Bridges. When a bridge is required to be used as access under this section, it shall be constructed and maintained in accordance with the applicable sections of the Building Code and using designed live loading sufficient to carry the imposed loads of fire apparatus. "(j) Grade. The gradient for a fire apparatus access road shall not exceed the maximum approved by the chief." (15 %) BJ Leithead Todd June 25, 2010 Page 3 "(k) Obstruction. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. "(1) Signs. When required by the fire chief, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both." Water supply shall be in accordance with UFC Section 10.301(c): "(c) Water Supply. An approved water supply capable of supplying required fire flow for fire protection shall be provided to all premises upon which buildings or portions of buildings are hereafter constructed, in accordance with the respective county water requirements. There shall be provided, when required by the chief, on -site fire hydrants and mains capable of supplying the required fire flow. "Water supply may consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. "The location, number and type of fire hydrants connected to a water supply capable of delivering the required fire flow shall be protected as set forth by the respective county water requirements. All hydrants shall be accessible to the fire department apparatus by roadways meeting the requirements of Section 10.207. LNEIlZA Fire Chief RP:lpc M�+tos 1 t t3 ` 4Jii William P. Kenai ' ; .� 1 ..?� � Mayor * • Lono A. Tyson Director William T. Taka[ia.._ h . ; ;; ;; ' `T rF of M'r► Ivan M. Torigoe Managing Director Deputy Director i ofc a f`r DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo, Hawaii 96720 (808) 961 -8083 Fax (808) 961 -8086 http: / /co.hawaii.hi.us /directory /dir envmne.htm MEMORANDUM Date : June 16, 2010 To : BJ LEITHEAD TODD, Planning Director From: LONO A. TYSON, Director Subject: State Land Use Boundary Amendment Application (SLU 10- 000028) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000128) Request: A -5a to RS -7.5 Applicant: JKS Partners, LP TMK: 7 -5 -17:40 We have reviewed the subject application and offer the following recommendations: DEPARTMENT COMMENTS: 0D•144.M,El■C 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 Hawaii County Code. Complete Sewer Extension Application. ( ) Require extension of the sewer system to service the proposed subdivision in accordance with Section 23 -85 f the Hawaii County Code. ( V heck or line out as applicable: Director of the Department of Environmental Management ( "Director of DEM "), [ Vrapplicant 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. ( tOther: 1 Es ` o 1 e 6.v cry S`157sm NOT t ET. 0eo coo E.0 SOLID WAS l'E COMMENTS: (Contact Solid Waste Division for details.) -r1-1 e✓ ( ) No comments ( );1 Commercial operations, State and Federal agencies, religious entities and non -profit organizations may not use transfer stations for disposal. CA NNE ( X) Aggregates and any other construction/demolition waste should be responsibly reused to JUN 2 9 its fullest extent. � - /AN/ Planning Dept, fJ _ 0 6 4 5 7 0 I (-'• Ample and equal room should be provided for rubbish and recycli = _ Page 1 of 2 County of Hawai`i is an Eaual Onnortnnity Prnviridr ()) Green waste may be transported to the green waste sites located at the Kailua and Hilo transfer stations, or other suitable diversion programs. ( )c) 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: cc: SWD, WWD 12661 Page 2 of 2 County of Hawai' i is an Eaual Onnortunity Provider and Fmnlnver William P. Kenoi ;fit S. 1 Lono A. Tyson Mayor -- ' eer_ Director •.14 . . i► ... Ivan Torigoe ATE OF M Deputy Director Cr L 1 Uflt r of Paftran DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo, Hawaii 96720 (808) 961 -8083 • Fax (808) 961 -8086 http: / /co.hawaii.hi.us /directory /dir envmng.htm February 12, 2009 SOLID WASTE MANAGEMENT PLAN Guidelines INTENT AND PURPOSE This is to establish guidelines for reviewing solid waste management plans, for which special conditions are placed on developments. The solid waste management plan will be used to: (1) promotes and implement recycling and recycling programs, (2) predict the waste generated by the proposed development to anticipate the loading on County solid waste management facilities, and (3) predict the additional vehicular traffic being generated because of waste and recycling transfers. A qualified consultant shall prepare a suitable solid waste management plan for review by the Department of Environmental Management. REPORT The Solid Waste Management Plan will contain the following: 1. Description of the project and the potential waste it may be generating: i.e. analysis of anticipated waste volume and composition. This includes waste generated during the construction and operational or maintenance phases. Waste types shall include (but not be limited to): A. Organics (including food waste and green wastes); B. Construction and Demolition; C. Paper (including cardboard); D. Metal (including ferrous and non - ferrous metals); E. Plastic; F. Special (including ash, sludge, treated medical, bulky items, tires); G. Household Hazardous (including paint, vehicle fluids, oil, batteries); and H. Glass. 2. Indicate onsite source separation facilities by waste type; i.e. source separation bins of glass, metal, plastic, cardboard, aluminum, etc. Provide ample and equal space for rubbish and recycling. 3. Identification and location of the proposed waste reduction, waste re -use, recycling facility or disposal site and associated transportation methods for the various components of the development's waste management system, including the number of County of Hawai`i is an Equal Opportunity Provider and Employer. Solid Waste Management Plan Guidelines Page 2 of 2 vehicle movements and associated routes that will be used to transport the waste and recycled materials. 4. The report will include identification of any impacts to County- operated waste management facilities, and the appropriate mitigation measures that will be implemented by the development to minimize these impacts. 5. Analysis will be based on the highest potential use or zoning of the development. REQUIREMENTS AND CONDITIONS 1. A solid waste management plan will be prepared for all commercial developments, as defined under the policies of the Department of Environmental Management, Solid Waste Division. 2. The Department of Environmental Management will require the developer to provide or resolve all recommendations and mitigation measures as outlined in the solid waste management plan; besides any conditions placed on the applicant herein. 3. A State of Hawaii licensed engineer will draft and certify in writing the solid waste management plan as complying with applicable Federal, State and County of Hawai'i solid waste laws, regulations, and administrative rules. Should you require additional information, please contact Michael Dworsky, P.E., Solid Waste Division Chief at 808 - 961 -8515. CONCUR: Lono A. Tyson DIRECTOR County of Hawai' i is an Equal Opportunity Provider and Employer. • LINDA LINGLE ' ° F ^•N4 x s f a r @ y y LAURA H. THIELEN GOVERNOR OF HAWAII f Q\\\\\ \1111 / s /� \ CHAR2PERSON � I t \ �"4YV I t EOARD OF [AND ANDNA7URALAI CES NT M I } CO MMISSION ON WATER RESOURCE M hand and iS fx ra 3� 1 R of h ar 3 . : ; ' ; . I i � ? I I i STATE OF HAWAII Ih - DEPARTMENT OF LAND AND NATURAL RESOURCES LAND DIVISION Std teof HMO POST OFFICE BOX 621 HONOLULU, HAWAII 96809 July 10, 2010 County of Hawaii Planning Department 101 Pauahi Street Suite 3 Hilo, Hawaii 96817 Attention: Ms. Phyllis Fujimoto Ladies and Gentlemen: Subject: State Land Use Boundary Amendment Application (SLU 10- 000028) Change of Zone Application (REZ 10- 000128) 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 comment. Other than the comments from Division of Aquatic Resources, Engineering Division, the Department of Land and Natural Resources has no other comments to offer on the subject matter. Historic Preservation will be submitting comments through any questions, please feel free to call our office at 587 - 0433. Thank you. letter. Should you have Sincerely, //17241{,04,21 V 41,0orris M. Atta Acting Administrator SCANNED Planning Dept. nth Exhibit 4 9 _r�_ RI. SE OF ��. LINDA 1 INGI,F. LAURA I1.fHILI E N /07.'1 g w MVP/M012 ()I HAWAII r'il 9 1 Ii ni III 1 \\I, V.1,,11 RN! II .v il I, l . :. r :�� ). ' I \II ,, \P i . \11 6. 1 I! , I:\I Vs V \I6NI 7 4 q I ii . ; ?„ o Nar Vii:-.., Qa,. m . a c STATE OF HAWAII - DEPARTMENT OF LAND AND NATURAL RESOURCES t LAND DIVISION s tate ofHawa° POST OFFIC G BOX 621 HONOLULU, 11A WA!! 96809 P.., June 20, 2010 c ' _-1 ° r - MEMORANDUM ) =-• ' r rn �1 71 r"- CJ TO: DLNR Agencies: X Div, of Aquatic Resources _Div. of Boating &Ocean Recreation ' x Engineering Divislory o) CA Div. of Forestry & Wildlife _Div.' of State Parks ;: x Commission on Water Resource Management _Office of Conservation & Coastal Lands Land Division — i FROM Charlene Unoki, As .'__.. sstant dmmistrator SUBJECT: State Land Use Boundary Amendment Application (SLU 10- 000028) from Agricultural to Urban and Change of Zone Application (REZ 10- 000128) from A- 5a to RS -7.5 LOCATION: Island of Hawaii APPLICANT: JKS Partners, LP Transmitted for your review and comment on the above referenced document. We would appreciate your comments on this document. Please submit any comments by July 5, 2010. 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 my office at 587 -0433. Thank you. Attachments ( ) We have no objections. ( ) We have no comments, (x ) Comments are attached. Signed: (( .1 Date: 4F, DEPARTMENT OF LAND AND NATURAL RESOURCES ENGINEERING DIVISION LD /CharleneUnoki Ref.: SLUBoundaryAmendmentAppAG2Urban Hawaii.480 COMMENTS ( X) We confirm that the project site, according to the Flood Insurance Rate Map (FIRM), is located in Zones X and AE. The National Flood Insurance Program does not have any regulations for developments within Zone X, however, it does regulate developments within Zone AE as indicated in bold letters below. () Please take note that the project site, according to the Flood Insurance Rate Map (FIRM), is also located in Zone () Please note that the correct Flood Zone Designation for the project site according to the Flood Insurance Rate Map (FIRM) is (X) Please note that the project must comply with the rules and regulations of the National Flood Insurance Program (NFIP) presented in Title 44 of the Code of Federal Regulations (44CFR), whenever development within a Special Flood Hazard Area is undertaken. If there are any questions, please contact the State NFIP Coordinator, Ms. Carol Tyau -Beam, of the Department of Land and Natural Resources, Engineering Division at (808) 587 -0267. Please be advised that 44CFR indicates the minimum standards set forth by the NFIP. Your Community's Local flood ordinance may prove to be more restrictive and thus take precedence over the minimum NFIP standards. If there are questions regarding the local flood ordinances, please contact the applicable County NFIP Coordinators below: () Mr. Robert Sumitomo at (808) 768 -8097 or Mr. Mario Siu Li at (808) 768 -8098 of the City and County of Honolulu, Department of Planning and Permitting. (X) Mr. Frank DeMarco at (808) 961 -8042 of the County of Hawaii, Department of Public Works. () Mr. Francis Cerizo at (808) 270 -7771 of the County of Maui, Department of Planning. () Mr. Mario Antonio at (808) 241 -6620 of the County of Kauai, Department of Public Works. () The applicant should include water demands and infrastructure required to meet project needs. Please note that projects within State lands requiring water service from the Honolulu Board of Water Supply system will be required to pay a resource development charge, in addition to Water Facilities Charges for transmission and daily storage. () The applicant should provide the water demands and calculations to the Engineering Division so it can be included in the State Water Projects Plan Update. () Additional Comments: () Other: Should you have any questions, please call Ms. Suzie S. Agraan of the Planning Branch at 587 -0258. Signed: x CAR Y • . ANG . TING CHIEF ENGINEER Date: 7 6 LINDA LINGLE , E "� F .. Hq GOVERNOR OF HAWAII II y LAURA H THIELEN ,�9 ,,,,,o''.... �� Y /��� U ( il'IRYIRS<)N' I re=lbleh � R()\AD f \1, x\I R.V RLM LPCF'; ; CW11 )10\ 1)u kk II R 12 / O,R(V \I l \>f lAii N1 ha nd and N &\ "cam',- ,�°: , ,, 1 a.� d �0 - S P. .p w, ° ®I.i _ STATE OF HAWAII - _ ll '± 7, DEPARTMENT OF LAND AND NATURAL RESOURCES ' Oa2Si�j ,.':,,' LAND DIVISION S tate of Hals0 POST OFFICE BOX 621 HONOLULU, HAWAII 96809 June 20, 2010 MEMORANDUM � ,,' ;� , ILN-R Age n cies '° '` x Div. of Aquatic Resources fib man Recreation ; i ` } .JUN 2 1 20/0 x Engineering Division t ; _Div. of Forestry & Wildlife z.., :,;j�� _ D i v . of State Parks V . rr x Commission on Water Resource Management c _ Office of Conservation & Coastal Lands Co _Land Division — c.) FROM: I .... C harlene Unoki, Assistant . dministrator SUBJECT: State Land Use Boundary Amendment Application (SLU 10- 000028) from Agricultural to Urban and Change of Zone Application (REZ 10- 000128) from A- 5a to RS -7.5 LOCATION: Island of Hawaii APPLICANT: JKS Partners, LP Transmitted for your review and comment on the above referenced document. We would appreciate your comments on this document. Please submit any comments by July 5, 2010. 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 my office at 5 87 -0433. Thank you. Attachments ( ) We have no objections. (✓) We ha : o comments. ( ) Comm-nts are attached. Signed: • r A L Date: 1' 2L iJ LINDA LINGLE CHIYOME L. FUKINO, M.D. GOVERNOR T;i •• � 9sa • • Director of Health S VI FP1 3 ¢ . J� II j� J ,,;., J1.11 13 3 i, ;. 31 STATE OF HAWAII DEPARTMENT OF HEALTH P.O. BOX 916 HILO, HAWAII 96721 -0916 MEMORANDUM DATE: July 9, 2010 TO: Bobby Jean Leithead Todd Planning Director, County of Hawaii FROM: Newton InouyerY Acting District Environmental Health Program Chief SUBJECT: State Land Use Boundary Amendment Application (SLU 10- 000028) Request: Agricultural to Urban Change of Zone Application (REZ 10- 000128) Request: A -5a to RS -7.5 Applicant: JKS Partners, LP Tax Map Key: 7 -5 -17:40 The subject project is located within or near proximity to the County sewer system. Wastewater Branch supports the sewer requirements made by the County for the proposed project. Underground Injection Systems (Ph. 586 -4258) which receive wastewater or storm runoffs from the proposed development need to address the requirements of Chapter 23, Hawaii State Department of Health Administrative Rules, Title 11, "Underground Injection Control." The applicant would need to meet the requirements of our Department of Health Air Pollution Rules, Chapter 60.1, Title 11, State of Hawaii for fugitive dust control. If there is need to discuss these requirements, please contact our Clean Air Branch staff at Ph. 933 -0401. The Department of Health (DOH), Clean Water Branch (CWB), acknowledges receipt of the subject document on June 14, 2010. The CWB has reviewed the limited information contained in the subject document and offers the following comments: 1. The Army Corps of Engineers should be contacted at (808) 438 -9258 for this project. Pursuant to Federal Water Pollution Control Act (commonly known as the "Clean Water Act" (CWA)), Paragraph 401(a)(1), a Section 401 Water Quality Certification (WQC) is required for "[a]ny applicant for Federal license or permit to conduct any activity including, but not limited to, the construction or operation of facilities, which may result in any discharge into the navigable waters... ". The term "discharge" is defined in CWA, Subsections 502(16), Planning Dept. I SCA NNED Exhibit (7 eI e G49u5 BJ Leithead Todd July 9, 2010 Page 2 of 3 502(12), and 502(6); Title 40, Code of Federal Regulations, Section 122.2, and Hawaii Administrative Rules (HAR), Chapter 11 -54. 2. In accordance with HAR, Sections 11 -55 -04 and 11 -55- 34.05, the Director of Health may require the submittal of an individual permit application or a Notice of Intent (NOI) for general permit coverage authorized under the National Pollutant Discharge Elimination System (NPDES). a. An application for an NPDES individual permit is to be submitted at least 180 days before the commencement of the respective activities. The NPDES application forms may also be picked up at our office or downloaded from our website at: http: / /www.hawaii. gov /health /environmental /water /cleanwater /forms /indi v- index.html. b. An NOI to be covered by an NPDES general permit is to be submitted at least 30 days before the commencement of the respective activity. A separate NOI is needed for coverage under each NPDES general permit. The NOI forms may be picked up at our office or downloaded from our website at: http : / /www. h awaii . gov/health /environmental /water /cleanwater /forms /gent - index.htinl. i. Storm water associated with industrial activities, as defined in Title 40, Code of Federal Regulations, Sections 122.26(b)(14)(i) through 122.26(b)(14)(ix) and 122.26(b)(14)(xi). [HAR, Chapter 11 -55, Appendix B] ii. Construction activities, including clearing, grading, and excavation, that result in the disturbance of equal to or greater than one (1) acre of total land area. The total land area includes a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under a larger common plan of development or sale. An NPDES permit is required before the commencement of the construction activities. [HAR, Chapter 11 -55, Appendix C] iii. Discharges of treated effluent from leaking underground storage tank remedial activities. [HAR, Chapter 11 -55, Appendix D] iv. Discharges of once through cooling water less than one (1) million gallons per day. [HAR, Chapter 11 -55, Appendix E] v. Discharges of hydrotesting water. [HAR, Chapter 11 -55, Appendix F] vi. Discharges of construction dewatering effluent. [HAR, Chapter 11 -55, Appendix G] SidneyFuke, Planning Consultant al7.1111111w 100 Pauahi Street, Suite 212 •Hilo, Hawaii 96720 3 Planning •Variance •Zoning Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 • Subdivision • Land Use Permits • E -mail: sidfuke @hawaiiantel. net • Environmental Reports ,111, 11 : : July 6, 2010 Ms. BJ Leithead Todd, Director Planning Department COUNTY OF HAWAII 101 Pauahi Street Hilo, HI 96720 Dear Ms. Leithead Todd: Subject: SLU and Rezoning Requests: JKS Partners, LP . TMK: 7 -5 -017: 040 (REZ 10- 000128) Thank you very much for providing me with a copy of agency comments to date regarding the subject application. We note that the Police Department had no comments on the application. The requirements of the Fire Department relative to fire access, sprinklers, and related fire protective measures will be done during the subdivision and building permit review processes. It should be noted that the Fire Department is one of the agencies that must review and approve a building permit, and the Water Department, in its review of the subdivision code, looks at fire flow, hydrants, and related fire requirements. Relative to the County Department of Environmental Management's comments, a Solid Waste Management Plan will be prepared for the review and approval of the DEM prior to or in conjunction with the building permit process. The Solid Waste Management Plan will reflect the project's intent to reuse and /or retain much of the waste on site so as to minimize impacts to the County's landfill. Additionally, although the wastewater system within the Pualani Estates subdivision has not been dedicated to the County as of this date, the applicant will work with the developer to either have the system dedicated or, in the alternative, secure the appropriate easements to utilize the system. We trust that this sufficiently addresses agency comments to date on the subject application. If not or if there are other comments or questions on this application, please feel free to direct them to me for review and response. Thank you very much. Sincerely, %\;\\i\J SIDNEY M. FUKE Planning Consultant v Copy — JKS Partners, LP w/ enclosures via e k• it anning Dept. Exhibit ; fill , By; ' 471 BJ Leithead Todd July 9, 2010 Page 3 of 3 vii. Discharges of treated effluent from petroleum bulk stations and terminals. [HAR, Chapter 11 -55, Appendix H] viii. Discharges of treated effluent from well drilling activities. [HAR, Chapter 11 -55, Appendix I] ix. Discharges of treated effluent from recycled water distribution systems. [HAR, Chapter 11 -55, Appendix J] x. Discharges of storm water from a small municipal separate storm sewer system. [HAR, Chapter 11 -55, Appendix K] xi. Discharges of circulation water from decorative ponds or tanks. [HAR, Chapter 11 -55, Appendix L] 3. In accordance with HAR, Section 11- 55 -38, the applicant for an NPDES permit is required to either submit a copy of the new NOI or NPDES permit application to the State Department of Land and Natural Resources, State Historic Preservation Division (SHPD), or demonstrate to the satisfaction of the DOH that the project, activity, or site covered by the NOI or application has been or is being reviewed by SHPD. If applicable, please submit a copy of the request for review by SHPD or SHPD's determination letter for the project. 4. Any discharges related to project construction or operation activities, with or without a Section 401 WQC or NPDES permit coverage, shall comply with the applicable State Water Quality Standards as specified in HAR, Chapter 11 -54. Hawaii Revised Statutes, Subsection 342D -50(a) requires that "[n]o person, including any public body, shall discharge any water pollutants into state waters, or cause or allow any water pollutant to enter state waters except in compliance with this chapter, rules adopted pursuant to this chapter, or a permit or variance issued by the director." If you have any questions, please contact Ms. Joanna Seto, Supervisor of the Engineering Section, CWB, at (808) 586 -4309. We recommend that you review all of the Standard Comments on our website: http:// hawaii .gov /h.ealth/envi.ronmental/ env- planning/landuse /landuse.h.tml. Any comments specifically applicable to this project should be adhered to. The same website also features a Healthy Community Design Smart Growth Checklist (Checklist) created by Built Environment Working Group (BEWG) of the Hawaii State Department of Health. The BEWG recommends that state and county planning departments, developers, planners, engineers and other interested parties apply the healthy built environment principles in the Checklist whenever they plan or review new developments or redevelopments projects. We also ask you to share this list with others to increase community awareness on healthy community design. WORD:SLU 10- 000028 REZ 10- 000128.my SidneyFuke, Planning Consultant s 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 Planning • •Variance • •Zoning Igor" Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 • Subdivision • Land Use Permits • E -mail: sidfuke @hawaiiantel. net S[ • Environmental Reports 7: f - 1f }l. 1 5 F f July 21, 2010 Ms. BJ Leithead Todd, Director Planning Department COUNTY OF HAWAI'I 101 Pauahi Street Hilo, HI 96720 Dear Ms. Leithead Todd: Subject: SLU and Rezoning Requests: JKS Partners, LP TMK: 7 -5 -017: 040 (REZ 10- 000128) Thank you very much for providing me with a copy of agency comments to date regarding the subject application. In response to those comments, we note the following: Department of Public Works ( "DPW ") 1. Drainage a. The applicant is aware that prevailing policy requires all on -site water generated by the project must be retained on the site. Furthermore, the entry and exit points of all drainage ways cannot be altered. In that light, the applicant will prepare and submit for the review and approval of the Department of Public Works a drainage plan reflecting those and any other drainage- related criteria. This plan will be submitted prior to or in conjunction with an application for any land disturbance permit or the subdivision approval process. b. To assure adequate and reasonable drainage protection of the project site, the drainage plan will be designed to address offsite storm water that enters or may enter the project site. The applicant has no objection to participating in the development of a comprehensive flood control plan as recommended by the DPW "to address the offsite flow in a manner that will reasonably protect the subject, adjacent and downstream properties...." This is with the understanding that the fiscal participation be proportional and that its absence does not preclude the processing and finalization of the proposed subdivision. c. Prior to any land disturbance activity occurring within Flood Zone "AE ", the requirements of Chapter 27 – Flood Plain Management will be complied with. If needed, the applicant will prepare and obtain a Letter of Map Revision or Change (LOMR) from the Federal Emergency ManagemenI — _— Agency. I SCANNED 1 Jill 2010 . Ms. BJ Leithead Todd, Director July 21, 2010 Page 2 d. In implementing an approved drainage plan, there may be a need for drywells. In that event, the appropriate Underground Injection Control (UIC) and National Pollution Discharge Elimination System (NPDES) permits from the State Department of Health will be secured. 2. Roadways a. The applicant agrees with the concept of connectivity. Accordingly, the preliminary subdivision plan reflects both the extension of Ho'omana Street (north/south) as well as a new east /west road. Both roads would be built to County dedicable standards, complete with curb, gutters and sidewalk. Relative to the alignment of the mauka/makai road, the applicant's proposed subdivision layout may not necessarily align with the proposed development plan east (parcel 42) of the subject site. However, the applicant's plan is preliminary at this point and appropriate alignment adjustments can and will be made prior to submittal of plans for subdivision review. A revised road alignment should not compromise the overall conceptual layout of the subdivision plan. b. As noted above, the applicant intends to have the streets within the proposed subdivision constructed with curb, gutters, and sidewalk and eventually dedicated to the County. The improvements would be completed or bonded for completion prior to receipt of final subdivision approval. c. As noted in the application, although the subject parcel has a pole that extends to and provides a legal access to Hualalai Road, the applicant has no plans to utilize this pole once the subdivision is developed. The respective areas of the pole will be eventually conveyed to the proposed lots within parcel 42. As such, there will be no access to Hualalai Road. d. The utility poles within the proposed road right -of -way will be designed and constructed per County standards. 3. Traffic The applicant's consulting traffic engineer will make the appropriate corrections to the table. Said correction and /or any additional comments it may have relative to DPW's comments will be submitted through this office. Ms. BJ Leithead Todd, Director July 21, 2010 Page 3 Department of Water Supply ( "DWS ") The DWS acknowledged that water is available for the proposed development. However, this will also necessitate the transfer of eleven (11) additional units of water. The applicant understands and accepts that the transfer will be subject to the appropriate parties', including the Water Board, approval. All of the requirements of the DWS, including constructing the appropriate water system, will be complied with prior to or during the subdivision approval process. State Department of Health ( "DOH ") As recommended by the DOH, the development is proposed to connect to the County's sewer system. Furthermore, the applicant and its consulting engineer are aware of the need of National Pollutant Discharge Elimination System (NPDES) and UIC permits. These permits will be secured prior to commencement of any construction activity on the subject site. The need to consult and comply with requirements of the Army Corps of Engineers pursuant to the Federal Water Pollution Control Act (aka "Clean Water Act ") is also acknowledged and will be complied with. Finally, during construction of this project, the applicant will comply with appropriate noise, dust, and storm runoff regulations of the State Department of Health. We trust that this sufficiently addresses agency comments to date on the subject application. If not or if there are other comments or questions on this application, please feel free to direct them to me for review and response. Thank you very much. in rely, ))( S NEY M. UKE Planning Consultant Copy — JKS Partners, LP w/ r}closures via email SidneyFuke, PI .Jig Consultant { is w 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 I Planning •Variance •Zoning Telephone: (808) 969-1522 • Fax: (808) 969-7996 • Subdivision • Land Use Permits E -mail: sidfuke @hawaiiantel.net • Environmental Reports August 11, 2010 Ms. BJ Leithead Todd, Director Planning Department COUNTY OF HAWAI'I 101 Pauahi Street Hilo, HI 96720 Dear Ms. Leithead Todd: Subject: SLU and Rezoning Requests: JKS Partners, LP TMK: 7 -5 -017: 040 (REZ 10- 000128) Although the planning and environmental report which accompanied the subject application discussed the project's relationship to the Kona Community Development Plan ( "CDP "), I would like to use this means to expand that discussion further. One of the strategies outlined in the CDP to help address infrastructure and lifestyle objectives is the concept of Transit - Oriented Development ( "TOD "). As defined in page 4 -6 of the CDP, the concept of a TOD encourages the "development of compact, mixed -use villages which would integrate housing, employment, shopping, and recreation opportunities. Villages would be designed around transit stations /stops which would reduce the need for daily trips and financially support the expanded transit system." The Official Kona Land Use Map (Figure 4 -7) identifies the Kona Urban Area, Rural Town TOD's, and — if within the Kona Urban Area — the applicable TOD (i.e., Traditional Neighborhood Development or Regional Center). The subject parcel is situated within the Kona Urban Area, with a TOD designation of Traditional Neighborhood Development ( "TND "). Policy LU -2.8 outlines the approach used to guide development based on existing or proposed zoning. For developments requiring rezoning, a TND would be appropriate for areas greater than 20 acres. As this parcel is less than 20 acres, it would not qualify as a TND. Nevertheless, its rezoning would be subject to certain review guidelines. These guidelines and the project's relationship follow. a. Consistency with General Plan LUPAG map. The subject property is "Urban Expansion ", a designation which "Allows for a mix of high density, low density, industrial and/or open designations in areas where new settlements may be desirable but where the specific settlement pattern and mix of uses have not yet been determined...." As such, the proposed residential project would be consistent with the LUPAG map. By: 0,x!;.51 ( , Ms. BJ Leithead Todd, Director August 11, 2010 Page 2 b. Infill. This project would represent an in -fill within the Kona Urban Area. It is an extension of an existing residential subdivision. It will also provide connectivity to adjoining properties that, when developed, will provide alternative access to Hualalai Road as well as to Puaapuaanui Street. c. Greenfields Rezoning. This is not applicable, as its action does not trigger the HRS Chapter 343 Environmental Review process. Another major component of the CDP is the concept of infrastructure concurrency. This concept is embodied principally in Figure 4 -3 — Official Concurrency Map of the CDP. The subject parcel falls outside of any concurrency sub -zone and would thus not be contingent on the funding or completion of any particular roadway. Notwithstanding the above discussion specifically on concurrency and TOD, please note that the submitted planning and environmental report addresses the other components of the CDP, such as affordable housing, archaeological resources, and the like. You will also note that the preliminary subdivision layout also reflects coordination of infrastructure — particularly roadways and drainage system — with the adjoining properties. I trust that the above adequately covers the project's relationship to the CDP. If not or if there are further questions or comments on this application, please feel free to contact me. Thank you very much. Sinc erely,, SIDNEY M. FUKE Planning Consultant Copy — JKS Partners, LP via email SidneyFuke, Plah ,Ing Consultant as7,111.1 100 Pauahi Street, Suite 212 •Hilo, Hawaii 96720 i • Planning • Variance • Zoning Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 Subdivision •Land Use Permits E -mail: sidfuke @hawaiianteknet Environmental Reports August 11, 2010 Ms. BJ Leithead Todd, Director Planning Department COUNTY OF HAWAI'I 101 Pauahi Street Hilo, HI 96720 Dear Ms. Leithead Todd: Subject: SLU and Rezoning Requests: JKS Partners, LP TMK: 7 -5 -017: 040 (REZ 10- 000128) Please find enclosed a copy of a letter, dated August 9, 2010, from the applicant's traffic consultant, Witcher Engineering LLP, responding to the Department of Public Works' comments on the Traffic Impact Analysis Report ( "TIAR "). You will note that enclosure also includes a correction to the table. We trust that this adequately addresses the comments on the TIAR. If not or if there are further questions or comments on this matter, please feel free to contact me. Thank you very much. Sincerely, f SIDNEY M. FUKE Planning Consultant Enclosure Copy — JKS Partners, LP via email • SCANNED WIT:CHER ENGINEERING LLP - - - - r Principal conuitlit- Civil En§ineets Bruce E.. Witcher P.E. Construction Managets August 9, 2010 Mr. Sidney Fuke. Sidney Flake PlannirigeonSultatit 100 Pauahi Street, Ste Hilo, 1-11 9.6720 SUBJECT: Traffic Impact Analysis .Reports for Brian R 'Cook Development and JKS Parthers,.KLKona, 111. TMK op-5-:014:040 & 041 Dear Mr. Fuke: For point of reference T tAj3.8;: for both parcels . were certified and dated. In response to the comments made in the July 13, 2010 memo from Ben IShii of Public Works concerning the Traffic s ectioii, we havethe following qommorits: After checking through : my copies of the reports, 1 am puzzidd by Ki Emier s statement cc:Meet the trip;.genetator,:1 .01. 54 units would generate 55; trip. This is : in 11)e :report. 2. E mier is correct. We inadvertently reversed the Southbound Left With the Southbound Through in Table 8. Table 4 is correct Attached is a corrected Page 13 for both Lot 40 arid Lot 41. 3. Concerning the the LOS of "D" for certain movements, it should be noted that we are interested in LOS of the intersection, not specific MoVethentS. The LOS for the throogrytraffic. on the major street is above CD as well as the LOS of the intei-seetion. This is how CH2M Hill approached this situation in - their study Lako.Street. 1 hope this-answers yourquestions. lfyou need additional information; please contact us. Sincerely, wITawg ENGEN G LLP ; B ruce E. Witcher, P.E. Partner enclosures P.O. Box 348, Holualoa, Hawaii 96725 Email: bewitch@ilhawaii.net Offiee: (808) 334-0322 • Fax: (808) 324-0327 Vgebsite: witcherengineering.com • . „ • . . . AM PM Direction Exist 5 Yr 10 Yr 20 Yr Exist 5 Yr 10 Yr 20 Yr Southbound Left B B B C B B B B Approach LOS: D F F F C D. D F Approach Delay 32.5 55.8 126,1 849.5 21.3 27.2 34.5 65.6 QKH AND PUAPU.A'AN111 STREET Westbound. Left E: F E F E E E F Westbound Right A A A A A A A A Northbound Through B B B C. B B 13 C Northbound Right A A A A .A A A A Southbound Left A A A A A A A A •Sout bound Through D D E D E E E F Approach LOS A B 13 C A B B C Approach Delay 9.2 11.1 14.3: 24.6 4:9 12.2 15.6 23.0 PUAPl'JA'ANTJI 'STREET AND HUALALAI ROAD Eastb'ouiid.:Left A A A A A A A A FastboundRight A A A A A .A A A Northbound Left A A A A A A. A A Northbound Through A A A A A A A A Approach LOS A A A A A A A A Approach Delay 9.0 9.1 9:2 9.6 8:9 9.0 9.0 9.2 HUALALAI ROAD & HIENALOLI ROAD . Eastbound Left A A s A A A A A A Eastbound Through A A A A A A A A .Southbound Through A A A B A B B B Southbound Right A A A A A A A A Intersection LOS A A A B A A A B Intersection Delay 9.1 9.2 93 10.0 9.2 9.3 9.3 10.4 HUALALAI ROAD AND PUAPUA'ANUI STREET Page 13 of 16 AM PM Direction Exist 5 Yr 10 Yr 20 Yr Exist 5 Yr .10 Yr 20 Yr Southbound Left' B B B C B B B B Approach LOS: D F F F C D. b F Approach Delay 32.5 55.8 126.1 849.5 21.3 27.2 34.5 65.6 QKH AND PUAPUA'ANUI STREET Westbound Left. E. f E F E E E. F Westbound Right A A A A A A A A - Northbound Through B B B C B B B C Northbound :Right A A A A A A A A Southbound Left A A A A A A A A Southbound Through D D E D E E E F Approach LOS A B B C A B B C Approach Delay 9 :2 11.1 14.1. . '24.6 9.9 12.2: 15.6 23.0 PUAPCJA'ANUI STREET AND IIUA4AL41 ROAD Eastb'ound.:Left A A A A A A A A Eastbound. Right A A A A A A A A Northbound Left A A A A A A. A A Northbound Through A A A A A A A A Approach LOS A A A A A A A A Approach Delay 9;0 9.1 9.2 9.6 & :9 9.0 9.0 4 :2 HUALALAI ROAD & HIENALO.LI ROAD . Easthound Left A A A A A A A A Eastbound Through A A A A A A A: A :Southbound Through A A A 13 A B B B Southbound 'R }ght A A A A A A A A Intersection LOS A A A B A A A B Intersection Delay 9 :1 9.2 9.3 I0.0 9:2 9 :3 9.3 10.4 HUALALAI ROAD AND PUAPUA'ANUI STREET Page 13 of 16 RJKSSLU.doc- 8/18/10 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION JKS PARTNERS, LP STATE LAND USE BOUNDARY AMENDMENT (SLU 10 -28) Upon careful review of the request, the Planning Director recommends that a favorable recommendation for the State Land Use Boundary Amendment application be forwarded to the County Council. This recommendation does not, however, sanction the specific plans submitted with the application as they may be subject to change given the specific code and regulatory requirements of the affected agencies. 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 approval of the reclassification from the State Land Use Agricultural to the Urban District will not be violative of Section 205 -2, Chapter 205, Hawaii Revised Statutes, nor will it be inconsistent with the Land Use Commission Rules and the County General Plan. According to 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 west. The applicant's request to designate 14.682 acres into the Urban District reflects the infilling of Agricultural-lands within this section of North Kona already surrounded by Urban- designated lands to the south (Pualani Estates Subdivision) and further mauka (TMK: 7 -5 -17: 42). The applicant requests a concurrent Change of Zone from Agricultural (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) to develop a 54 -lot single family residential subdivision on the site. -1- The Urban District request would be consistent with the goals and polices of the Land Use element of the General Plan. 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 Urban Expansion Area. Thus, the area under consideration is consistent with the urban form established for this section of North Kona as depicted on the LUPAG Map. The project site is located in an urban-like setting adequately served by transportation, utilities, commercial establishments and other amenities. The reclassification and proposed rezoning will allow the property to be developed for a 54 -lot single - family residential subdivision. The urban classification also conforms to the standard that the development is within reasonable proximity to centers of trading and employment and basic services such as schools, police and fire protection, transportation systems and water. The project site is located near the Kailua -Kona urban area, and thus conforms to the Land Use Commission Rules that encourages urban development in close proximity to existing developments, services and facilities. The primary project access will utilize the extension of an existing County street ( Hoomama Street) within the Pualani Estates Subdivision through the adjacent mauka parcel 41. The extension is eventually intended to connect to Hualalai Road and possibly serve as another mid level road. The planned road within the project site will have a right -of -way of approximately 50 feet at the beginning of the site, to increase to 60 feet at the northern end. There will be a new mauka/makai road with a 50 -foot wide right -of- way extending from the immediately adjacent mauka property (Parcel 41) and through the subject site. This new access will connect to another existing County street (Paulehia Street) within the Pualani Estates Subdivision. Both Paulehia and Hoomama Streets intersect with a major collector street (Puapuaanui Street) in the Pualani Estates Subdivision. -2- In a memo dated July 13, 2010, the DPW has stated that Hoomama Street should be extended to the northern boundary of the adjoining parcel and a mauka -makai street should be required to connect with parcels 41 and 42. DPW further recommends that Hoomama Street be constructed to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways within the proposed subdivision be constructed to dedicable standards and dedicated to the County. Hualalai Road is a County collector street with an 18 to 20 -foot wide pavement with a variable right -of -way. The DPW states: • Hualalai Road is substandard based on width, alignment and roadside hazard clearances. • In considering the existing and future needs for the Hualalai right -of -way, a 50- foot width will be adequate to serve as a collector street with paved shoulders if widening is provided where turning lanes may be needed in the future. • DPW foresees a future need for left -turn lanes on Hualalai Road at the development road. • The applicant shall dedicate additional right -of -way to the County, equal to or more than one -half the difference between the existing right -of -way and the realigned 50 -foot wide right -of -way. An additional 5 -foot wide future road widening setback easement shall be provided along the property's frontage and dedicated to the County. The project is also consistent with the Hawai`i State Plan, a guide for the long - range development of the State. The Plan identifies goals, objectives, policies and priorities for the State and provides a basis for the determination of policies and allocation of limited resources. Section 226 -19 (Objectives and policies for socio - cultural advancement - housing), subsection (b)(1) of the Hawai`i State Plan Chapter 226, HRS, (1996) states "it shall be the policy of this State to effectively accommodate the housing needs of Hawai`i's people ". Section (b)(3) which states, "Increase home ownership and rental opportunities and choices in terms of quality, location, cost, densities, style and size of housing." Thus, the proposed project is consistent with the policies outlined in the Hawai`i State Plan. -3- 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 near urban-type uses, including the Pualani Estates Subdivision to the south. Kailua -Kona, the urban center for West Hawai`i with hotels, multi- family residential, single - family residential, public facilities and commercial uses, is located proximate to the site. Water can be made available to the site. Police and fire protective services are within close proximity to the property. All essential utilities will be made available to the property. 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, Flood Zone "AE" affects the subject parcel in the southeastern corner. Thus, any improvements to the property must comply with Chapter 27 of the County Code relating to Flood Plain Management. As the project is required to comply with Chapter 27, 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." While the project site is situated within the State Land Use Agricultural and County's Agricultural (A -5a) zoned district it is not currently being used for active agricultural purposes. The property is unclassified under the State of Hawaii's Agricultural Lands of Importance to the State of Hawaii (ALISH) Map and is not in agricultural use. The project site is vacant and heavily vegetated. The Land Use Study Bureau's Overall Master Productivity Rating for the soils in the area is "E" or "Very Poor ". An Inventory Survey for 29.389 Acres in Kahului 2 North Kona District, Island of Hawai `i dated April 2008 was prepared by Escott, Wolforth, and Wilson (Appendix B in application). Ten archaeological sites were discovered on the property. With the exception of a cave and three burials, the sites were evaluated and no further work was recommended. Cave Site #26602 was evaluated as significant and data recovery -4- recommended for a limited portion of the cave. Burial sites 26620, 26621 and 26622 will be preserved as determined in a Burial Treatment Plan to be developed by the applicant. The reclassification of 14.682 acres 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. 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 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. -5- ..... COUNTY OF HAWAII •Ak-S.'f /• STATE OF HAWAII BILL NO. ORDINANCE NO. (/4,z, , ) AN ORDINANCE AMENDING THE STATE LAND USE BOUNDARIES MAPS FOR THE COUNTY OF HAWAI`I BY CHANGING THE DISTRICT CLASSIFICATION FROM THE AGRICULTURAL TO THE URBAN DISTRICT AT KAHULUI 2 NORTH KONA, HAWAI`I, COVERED BY TAX MAP KEY: 7 -5- 017:040. 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 Kahului 2 North Kona, Hawaii, shall be Urban: Beginning at the Southwesterly corner of this parcel of land, being also a point of the Easterly side of Hawaii Belt Road (Project No. F.A.P. No. 11- A- 03 -69) and being a point at the Northwesterly corner of Lot 130 of Pualani Estates Subdivision, the coordinates of said point of beginning referred to Government Survey Triangulation Station "KAHELO" being 1082.55 feet North, 4584.89 feet East and running by azimuths measured clockwise from True South: Thence, for the next two (2) courses following along the Easterly side of Hawai`i Belt Road (F.A.P. No. 11- A- 03 -69): 1. 154° 11' 11" 1053.03 feet to a point; 2. 250° 19' 30" 5.03 feet to a point; Thence, for the next eighteen (18) courses following along Lot A, along stonewall and along Grant 1868 to Kaupena: 3. 250° 19' 30" 0.59 feet to a point; 4. 240° 38' 00" 37.79 feet to a point; 5. 251° 02' 30" 15.62 feet to a point; 6. 266° 44' 00" 29.34 feet to a point; 7. 250° 05' 00" 29.19 feet to a point; 8. 274° 44' 00" 14.35 feet to a point; 9. 254° 38' 30" 13.29 feet to a point; 10. 236° 13' 00" 20.37 feet to a point; 11. 243° 59' 30" 16.11 feet to a point; 12. 253° 03' 00" 30.33 feet to a point; 13. 240° 53' 30" 13.33 feet to a point; 14. 262° 00' 00" 35.79 feet to a point; 15. 251° 49' 00" 20.85 feet to a point; 16. 257° 56' 30" 41.77 feet to a'point; 17. 260° 11' 30" 22.35 feet to a point; 18. 256° 06' 30" 29.82 feet to a point; 19. 251° 59' 30" 67.58 feet to a point; 20. 255° 37' 00" 84.44 feet to a point; Thence, for the next eight (8) courses along Lot A, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 21. 259° 41' 37" 336.65 feet to a point; 22. 255° 28' 24" 226.93 feet to a point; 23. 273° 39' 35" 242.13 feet to a point; 24. 254° 13' 42" 79.68 feet to a point; 25. 243° 44' 29" 233.73 feet to a point; 26. 268° 09' 17" 198.72 feet to a point; -2- 27. 25T 27' 50" 207.79 feet to a point; 28. 170° 04' 30" 23.40 feet to a point; Thence, along the Southerly side of Hualalai Road: 29. 246° 45' 30" 15.41 feet to a point; Thence, for the next nine (9) courses following along Lot C, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 30. 350° 04' 30" 41.28 feet to a point; 31. 77° 27' 50" 223.52 feet to a point; 32. 88° 09' 17" 196.88 feet to a point; 33. 63° 44' 29" 231.86 feet to a point; 34. 74° 13' 42" 83.63 feet to a'point; 35. 93° 39' 35" 242.30 feet to a point; • 36. 75° 28' 24" 225.09 feet to a point; 37. 79° 41' 37" 234.06 feet to a point; 38. 334° 11' 00" 938.11 feet to a point; Thence for the next twenty five (25) courses along the middle of a stonewall; along Royal Patent 6716, Land Commission Award 4887, Apana 2 to Thomas Sams and partially along Lot C & Lot 130 of Pualani Estates Subdivision: 39. 61° 38' 36" 1.86 feet to a point; 40. 68° 39' 00" 28.85 feet to a point; 41. 56° 07' 00" 19.20 feet to a point; 42. 67° 25' 00" 15.40 feet to a point; 43. 72° 29' 00" 44.00 feet to a point; 44. 58° 08' 00" 39.70 feet to a point; -3- 45. 73° 42' 00" 19.40 feet to a point; 46. 67° 40' 00" 28.80 feet to a point; 47. 71° 15' 00" 15.20 feet to a point; 48. 60° 55' 00" 22.20 feet to a point; 49. 65° 17' 00" 25.50 feet to a point; 50. 73° 02' 00" 22.70 feet to a point; 51. 61° 18' 00" 38.70 feet to a point; 52. 45° 52' 00" 12.80 feet to a point; 53. 64° 12' 00" 20.80 feet to a point; 54. 69° 44' 00" 11.30 feet to a- point; 55. 79° 52' 00" 10.60 feet to a point; • 56. 74° 37' 00" 28.40 feet to a point; 57. 63° 01' 00" 21.70 feet to a point; 58. 59° 08' 00" 84.80 feet to a point; 59. 62° 26' 00" 31.70 feet to a point; 60. 72° 34' 00" 22.00 feet to a point; 61. 67° 55' 00" 16.20 feet to a point; 62. 67° 35' 00" 31.30 feet to a point; 63. 105° 08' 00" 2.60 feet to the point of beginning and containing an area of 14.682 Acres, more or less. All as shown on the map attached hereto, marked Exhibit "A" and by reference made a part hereof. -4- SECTION 2. In the event that any portion of this ordinance is declared invalid, such invalidity shall not affect the other parts of this ordinance. SECTION 3. 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: -5- , AGRICULTURAL AGRICULTURAL 1 AGRICULTURAL , �•��C� TMK: ( U ) RAL TO URBAN AGRICULTURAL TO UR ,Y,.. � ` ...,y 14.682 ACRES // w � URBAN er f. � p 4' " "" 0 . ,r AGRICULTURAL '. a *� 1 gP '.% r 11111. BAN IS Q <c\.„ • z: 9 ` URBAN $44 444 , AGRICULTURAL G i r � aim a iii 4 pVAP 4•a --w 11 i ",z_ -41 1,41t t z, , 1 Q" Ole. Mell Millikill ::, AN o sT �? �� cr URBA - -� 2 ' ' URBAN As:„„,s ��� � , � 111111 ayole c®jtl : • N • 0 I Feet 0 250 500 1,000 1,500 AMENDMENT TO THE STATE LAND USE BOUNDARIES MAPS AMENDING THE STATE LAND USE BOUNDARIES MAP FOR THE COUNTY OF HAWAII, BY CHANGING THE DISTRICT CLASSIFICATION FROM THE AGRICULTURAL DISTRICT TO THE URBAN DISTRICT AT KAHULUI 2nd, NORTH KONA, HAWAI'I MAP PREPARED BY: COUNTY OF HAWAII, PLANNING DEPARTMENT TMK: (3)7-5-017.040 DATE: Jun 7, 2010 EXHIBIT "A" JKS Partners, LP Map: 10 -179 RJKS REZ.doc-9/7/1 0 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION JKS PARTNERS, LP CHANGE OF ZONE APPLICATION (REZ 10 -128) Upon review of the request for a Change of Zone from Agricultural 5 -acres (A -5a) to Single- Family Residential 7,500 square feet (RS -7.5) on approximately 14.682 acres of land against the guidelines for granting a change of zone, the Planning Director recommends that a favorable recommendation for a Change of Zone request be forwarded to the County Council. This recommendation does not, however, sanction the specific plans submitted with the application as they may be subject to change given the specific code and regulatory requirements of the affected agencies. Since this recommendation is made without the benefit of public testimony, the Director reserves the right to modify and /or alter this recommendation based upon additional information presented at the public hearing. This favorable recommendation is based on the following findings: The applicant requests a Change of Zone from Agricultural (A -5a) to Single - Family Residential (RS -7.5) to develop a 54 -lot single - family residential subdivision on the property. Development of the property will be consistent with the existing single - family residential subdivisions in the area. The applicant also requests a concurrent processing of a State Land Use Boundary Amendment from Agricultural to Urban. In order to consider an area for any type of zoning designation, the applicable goals, policies and standards of the General Plan must be adequately addressed. It is only through such a comprehensive policy analysis approach that evaluations and decisions can be made to better time and stage developments to achieve growth determined by the General Plan and related planning documents. The implications of these evaluations and decisions must be also considered as they may have an impact on similar areas in the County. The Change of Zone request from a Agricultural (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) conforms to, among others, the goals, policies and standards of the General Plan Economic and Land Use Elements. The property -1- is zoned A -5a and the State Land Use designation is Agricultural. The Land Use Pattern Allocation Guide (LUPAG) Map component of the General Plan is a representation of the document's goals and policies to guide the coordinated growth and development of the County. It reflects a graphic depiction of the physical relationship among the various land uses. The LUPAG Map establishes the basic urban and non -urban form for areas within the County. The subject area is designated Urban Expansion Area. This designation allows for a mix of high density, medium density, low density, industrial, industrial - commercial and /or open designations in areas where new settlements may be desirable, but where the specific settlement pattern and mix of uses have not yet been determined. Thus, the proposed development would be consistent with the General Plan land use designation and will be in harmony with the character of the surrounding neighborhood and result in an intensity of land utilization no higher than as permitted or as otherwise specified for the district in which this proposed development occurs. The Kona Community Development Plan (KCDP) adopted by Ordinance No. 08 131 effective September 25, 2008 identifies the property as located within the Kona Urban Area and Traditional Neighborhood Development (TND). The project is consistent with the Land Use and Transportation policies in the KCDP, as the project is considered an "infill" rezoning, and the project will provide a north -south connector road through the development. Furthermore, the project is also situated within the boundaries of the Kahului - Puapuaa Village Neighborhood TOD, which identifies the Puapuaanui Street Extension as necessary for a concurrency determination. Surrounding properties are zoned A -la, A -5a and RS -7.5. The project site is located adjacent to and north of the Pualani Estates Subdivision (State Land Use Urban/RS -7.5). Nearby properties are vacant or in residential uses. Therefore, a favorable recommendation of this change of zone request will be consistent with the existing land uses within this portion of North Kona. According to the Department of Public Works, Flood Zone "AE" designated by the FIRM dated May 16, 1994 affects a small portion of the subject parcel along the southeastern corner. The DPW requires a drainage study to address the storm water crossing Hualalai Road. The property is unidentified by the Agricultural Lands of Importance to the State of Hawaii (ALISH) System and is not currently being used for -2- • any agricultural activities. Soils within the property and surrounding area are classified as "E" or "Very Poor" for agricultural productivity by the Land Study Bureau. The primary project access will utilize the extension of an existing County street (Hoomama Street) within the Pualani Estates Subdivision through the adjacent mauka parcel 41. The extension is eventually intended to connect to Hualalai Road and possibly serve as another mid level road. The planned road within the project site will have a right -of -way of approximately 50 feet at the beginning of the site, to increase to 60 feet at the northern end. There will be a new mauka/makai road with a 50 -foot wide right -of- way extending from the immediately adjacent mauka property (Parcel 41) and through the subject site. This new access will connect to another existing County street (Paulehia Street) within the Pualani Estates Subdivision. Both Paulehia and Hoomama Streets intersect with a major collector street (Puapuaanui Street) in the Pualani Estates Subdivision. In a letter dated July 21, 2010, the applicant states that "although the subject parcel has a `pole' that extends to and provides a legal access to Hualalai Road, the applicant has no plans to utilize this `pole' once the subdivision is developed. The respective areas of the `pole' will be eventually conveyed to the proposed lots within parcel 42. As such, there will be no access to Hualalai Road." In a memo dated July 13, 2010, the DPW has stated that Hoomama Street be extended to the northern boundary of the adjoining parcel and a mauka -makai street should be required to connect with parcels 41 and 42. DPW further recommends that Hoomama Street be constructed to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways within the proposed subdivision be constructed to dedicable standards and dedicated to the County. Hualalai Road is a County collector street with an 18 to 20 -foot wide pavement with a variable right -of -way. The DPW states: • Hualalai Road is substandard based on width, alignment and roadside hazard clearances. • In considering the existing and future needs for the Hualalai right -of -way, a 50- foot width will be adequate to serve as a collector street with paved shoulders if widening is provided where turning lanes may be needed in the future. • DPW foresees a future need for left -turn lanes on Hualalai Road at the -3- development road. • The applicant shall dedicate additional right -of -way to the County, equal to or more than one -half the difference between the existing right -of -way and the realigned 50 -foot wide right -of -way. An additional 5 -foot wide future road widening setback easement shall be provided along the property's frontage and dedicated to the County. Pursuant to Section 25 -2 -46, Concurrency Requirements of the Zoning Code, a Traffic Impact Analysis Report is required of all major developments that may generate 50 or more peak hour trips, and must be prepared or updated within six months before the submission of a change of zone. The TIAR shall include projections for future traffic growth for a minimum of 5, 10 and 20 years including other approved or proposed development expected to impact the area with reasonable assumptions about the build -out of such development. The applicant has submitted a TIAR conducted by Witcher Engineering, LLP (Appendix C in the application). Traffic counts were conducted at the following intersections: • Hualalai Road /Hienaloli Road on January 28, 2010 • Hualalai Road/Puapuaanui Street on January 28, 2010 • Hualalai Road /Queen Ka`ahumanu Highway (Hawai`i Belt Road) on April 22, 2010 • Queen Ka`ahumanu Highway/Puapuaanui Street on April 22, 2010 In summary: • Queen Ka`ahumanu Highway/Puapuaanui Street (primary access) intersection - acceptable levels of service (LOS) of "A ", "B" and "C" for all traffic movements except left -turn movements; LOS for left -turn movements are "D" and "E ", with westbound left and southbound left turning movements being "F" at 20 years for the AM peak, when the signal timing is optimized. By optimizing timing, the overall levels of service for the intersection is "A" and "B" with the exception of "C" throughout the 20 -year period. Therefore, the proposed project will have little or no effect on traffic at the intersection. • Hualalai Road/Paulehia Street (project's secondary access) intersection - will remain at an acceptable LOS of "A" until the 20 -year time frame. Currently, the LOS at this intersection is "B ". -4- • Hualalai Road /Queen Ka`ahumanu Highway intersection - LOS "F" for traffic from Hualalai Road to the highway. Access will improve after installation of a signalized intersection. The traffic study states that the Department of Transportation has planned a signalized intersection within the next five years. The TIAR concluded that the levels of service at the intersection of a) Puapuaanui Street and the Queen Ka`ahumanu Highway, and; 2) Hualalai Road and Hienaloli Road to be "A" or "B" during the AM and PM peak hours and are thus acceptable levels of service in compliance with Concurrency Requirements for traffic impact analysis reports of the Hawai`i County Code. All utilities and services are available to the site. County water is available to the project site. The Department of Water Supply (DWS) states that the applicant is a member of the Waiaha System, LLC, which executed a Water Development Agreement with the Water Board to secure 11 additional units of water for the development. The DWS has confirmed that the applicant has obtained a water commitment for 43 units. According to the applicant, there is an 8 -inch sewer line at the north end of Hoomama Street in the adjacent Pualani Estates Subdivision. The Department of Environmental Management states that a sewer study will be required prior to connection to the sewerline. The subject request is not contrary to Chapter 205A, Hawaii Revised Statutes, relating to Coastal Zone Management Area. The property is located mauka of the Hawai`i Belt Road (Queen Ka`ahumanu Highway) and not within the Special Management Area. As such, the project site will not be impacted by coastal hazard and beach erosion. There are no identified recreational resources, public access to the shoreline or mountain areas, designated scenic and open space preserves, coastal ecosystems, marine resources or other natural and environmental resources in the immediate project area. Thus, the proposed request and use of the property will not adversely impact those resources. An Inventory Survey for 29.389 Acres in Kahului 2 North Kona District, Island of Hawai`i dated April 2008 was prepared by Escott, Wolforth, and Wilson (Appendix B in application). Ten archaeological sites were discovered on the property.. With the -5- exception of a cave and three burials, the sites were evaluated and no further work was recommended. Cave Site #26602 was evaluated as significant and data recovery recommended fbr a limited portion of the cave. Burial sites 26620, 26621 and 26622 will be preserved as determined in a Burial Treatment Plan to be developed by the applicant. According to the applicant, there are no known rare or endangered flora or fauna on the site. In view of the Hawaii State Supreme Court's "PASH" and "Ka Pa'akai 0 Ka'Aina" decisions, the issue relative to native Hawaiian gathering and fishing rights must be addressed. These rights must be addressed in terms of the cultural, historical, and natural resources and the associated traditional and customary practices of the site. • Investigation of valued resources: An Inventory Survey for 29.389 Acres in Kahului 2 North Kona District, Island of Hawai `i dated April 2008 was prepared by Escott, Wolforth, and Wilson (Appendix B in application). No commissioned flora/fauna studies were conducted of the site. • The valuable cultural, historical, and natural resources found in the area: The archaeological /cultural surveys conducted on the project site revealed no endangered species. Cave Site #26602 was evaluated as significant and data recovery recommended for a limited portion of the cave. Burial sites 426620, 26621 and 26622 will be preserved as determined in a Burial Treatment Plan. A standard condition will be included to require the applicant to cease work and notify the DLNR -HPD should any remains be discovered on the site, until given clearance to proceed by the DLNR -HPD. • Possible adverse effects or impairment of valued resources: Native vegetation may be destroyed by ground alteration. There is no evidence that the flora in the area are particularly desired or used for cultural practices. With proper mitigation in the form of data recovery, no historic properties will be affected by this project. • Feasible actions to protect native Hawaiian rights: The applicant has stated that there is no evidence of any traditional or customary Native Hawaiian rights being practiced on the project site, nor existence of any known valued cultural, historical or native resources in the area. Thus, it is believed that the project would have no adverse impact relative to the cultural and historical resources in the area. To the -6- extent to which traditional and customary Native Hawaiian rights are exercised, the proposed action will not affect traditional Hawaiian rights. Based on the above findings, the approval of the Change of Zone request from an Agricultural (A -5a) to a Single Family Residential (RS -7.5) zoned district would result in an appropriate land use pattern that will further benefit the public. The accompanying draft bill to amend Section 25 -8 -3 (North Kona Zone Map) of Chapter 25, Zoning Code, of the Hawaii County Code, is provided for your favorable consideration. Please note the proposed conditions of approval attached to the draft bill. -7- ;NtY / * .,.. • COUNTY OF HAWAII - + P�-'= ; ;•,.%! :•1- STATE OF HAWAII • OF BILL NO. ORDINANCE NO. efric.- i a it y , AN ORDINANCE AMENDING SECTION 25 -8 -3 (NORTH KONA ZONE MAP), ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE 1983 (2005 EDITION), BY CHANGING THE DISTRICT CLASSIFICATION FROM AGRICULTURAL — FIVE ACRES (A -5a) TO SINGLE - FAMILY RESIDENTIAL — 7,500 SQUARE FEET (RS -7.5) AT KAHULUI 2 NORTH KONA, HAWAII, COVERED BY TAX MAP KEY: 7 -5- 017:040. BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII: SECTION 1. Section 25 -8 -3, Article 8, Chapter 25 (Zoning Code) of the Hawai`i County Code 1983 (2005 Edition), is amended to change the district classification of property described hereinafter as follows: • The district classification of the following area situated at Kahului 2 North Kona, Hawai`i, shall be Single - Family Residential — 7,500 square feet (RS -7.5): Beginning at the Southwesterly corner of this parcel of land, being also a point of the Easterly side of Hawaii Belt Road (Project No. F.A.P. No. 11- A- 03 -69) and being a point at the Northwesterly corner of Lot 130 of Pualani Estates Subdivision, the coordinates of said point of beginning referred to Government Survey Triangulation Station "KAHELO" being 1082.55 feet North, 4584.89 feet East and running by azimuths . measured clockwise from True South: Thence, for the next two (2) courses following along the Easterly side of Hawaii Belt Road (F.A.P. No. 11- A- 03 -69): 1. 154° 11' 11" 1053.03 feet to a point; 2. 250° 19' 30" 5.03 feet to a point; Thence, for the next eighteen (18) courses following along Lot A, along stonewall and along Grant 1868 to Kaupena: -1- 3. 250° 19' 30" 0.59 feet to a point; 4. 240° 38' 00" 37.79 feet to a point; 5. 251° 02' 30" 15.62 feet to a point; 6. 266° 44' 00" 29.34 feet to a point; 7. 250° 05' 00" 29.19 feet to a point; 8. 274° 44' 00" 14.35 feet to a point; 9. 254° 38' 30" 13.29 feet to a point; 10. 236° 13' 00" 20.37 feet to a point; 11. 243° 59' 30" 16.11 feet to a point; 12. 253° 03' 00" 30.33 feet to a point; 13. 240° 53' 30" 13.33 feet to x point; 14. 262° 00' 00" 35.79 feet to a point; 15. 251° 49' 00" 20.85 feet to a point; 16. 257° 56' 30" 41.77 feet to a point; 17. 260° 11' 30" 22.35 feet to a point; 18. 256° 06' 30" 29.82 feet to a point; 19. 251° 59' 30" 67.58 feet to a point; 20. 255° 37' 00" 84.44 feet to a point; Thence, for the next eight (8) courses along Lot A, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 21. 259° 41' 37" 336.65 feet to a point; 22. 255° 28' 24" 226.93 feet to a point; 23. 273° 39' 35" 242.13 feet to a point; -2- 24. 254° 13' 42" 79.68 feet to a point; 25. 243° 44' 29" 233.73 feet to a point; 26. 268° 09' 17" 198.72 feet to a point; 27. 257° 27' 50" 207.79 feet to a point; 28. 170° 04' 30" 23.40 feet to a point; Thence, along the Southerly side of Hualalai Road: 29. 246° 45' 30" 15.41 feet to a point; Thence, for the next nine (9) courses following along Lot C, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 30. 350° 04' 30" 41.28 feet to a point; 31. 77° 27' 50" 223.52 feet to a point; 32. 88° 09' 17" 196.88 feet to a point; 33. 63° 44' 29" 231.86 feet to a point; 34. 74° 13' 42" 83.63 feet to a point; 35. 93° 39' 35" 242.30 feet to a point; 36. 75° 28' 24" 225.09 feet to a point; 37. 79° 41' 37" 234.06 feet to a point; 38. 334° 11' 00" 938.11 feet to a point; Thence for the next twenty five (25) courses along the middle of a stonewall; along Royal Patent 6716, Land Commission Award 4887, Apana 2 to Thomas Sams and partially along Lot C & Lot 130 of Pualani Estates Subdivision: 39. 61° 38' 36" 1.86 feet to a point; 40. 68° 39' 00" 28.85 feet to a point; 41. 56° 07' 00" 19.20 feet to a point; -.3- 42. 67° 25' 00" 15.40 feet to a point; 43. 72° 29' 00" 44.00 feet to a point; 44. 58° 08' 00" 39.70 feet to a point; 45. 73° 42' 00" 19.40 feet to a point; 46. 67° 40' 00" 28.80 feet to a point; 47. 71° 15' 00" 15.20 feet to a point; 48. 60° 55' 00" 22.20 feet to a point; 49. 65° 17' 00" 25.50 feet to a point; 50. 73° 02' 00" 22.70 feet to a point; 51. 61° 18' 00" 38.70 feet to a point; 52. 45° 52' 00" 12.80 feet to apoint; 53. 64° 12' 00" 20.80 feet to a point; 54. 69° 44' 00" 11.30 feet to a point; 55. 79° 52' 00" 10.60 feet to a point; 56. 74° 37' 00" 28.40 feet to a point; 57. 63° 01' 00" 21.70 feet to a point; 58. 59° 08' 00" 84.80 feet to a point; 59. 62° 26' 00" 31.70 feet to a point; 60. 72° 34' 00" 22.00 feet to a point; 61. 67° 55' 00" 16.20 feet to a point; 62. 67° 35' 00" 31.30 feet to a point; 63. 105° 08' 00" 2.60 feet to the point of beginning and containing an area of 14.682 Acres, more or less. -4- All as shown on the map attached hereto, marked Exhibit "A" and by reference made a part hereof. SECTION 2. In accordance with Section 25 -2 -44, Hawai`i County Code 1983 (2005 Edition), the County Council finds the following conditions are: Necessary to prevent circumstances which may be adverse to the public health, safety and welfare; or (1) Reasonably conceived to fulfill needs directly emanating from the land use proposed with respect to: (A) Protection of the public from the potentially deleterious effects of the proposed use, or (B) Fulfillment of the need for public service demands created by the proposed use. SEE ATTACHED 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 , Hawai`i Date of Introduction: Date of 1st Reading: Date of 2nd Reading: Effective Date: -5- A -1a `‘,.. A -1a 1 A -55 AGRICULTURAL - FIVE ACRES (A -5a) TO SINGAMILY DENTIAL - 7500 LE - F SQ.FT (RS -7 14.682 ACRES TOTAL 1- - --AF imi*Cii,:elimilatarrit, • Q _4: �0 4 �� % ' „,,, $3,!!°%1, :, Iii let W itt I G. tkiftil-t.„..t .".... :i '''''' At '- '"; ''''' '''Z'''4;-^6-t VIII digs all ..„ `tita4Ste Alkfir, ' '#-N .".;;:i � IN Ilia' } N . RS 7.5 �.�;,� � � W � t> APV P AgN a 1,082 N • , • � u 4,584. E ® ' ' y = � . 111 "KAHELO" RS -7.5 ' CN- • .- •� 4 v® • ®fJ W Feet 0 250 500 1,000 1,500 AMENDMENT TO THE ZONING CODE AMENDING SECTIONS 25 -8 -3 (NORTH KONA ZONE MAP) ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE 1983 (2005 EDITION), BY CHANGING THE DISTRICT CLASSIFICATION FROM AGRICULTURAL - FIVE ACRES (A -5a) TO SINGLE - FAMILY RESIDENTIAL - 7,500 SQUARE FEET (RS -7.5) AT KAHULUI 2nd, NORTH KONA, HAWAII MAP PREPARED BY: COUNTY OF HAWAII, PLANNING DEPARTMENT TMK: (3)7 -5- 017:040 DATE: Jun 7, 2010 EXHIBIT "A" JKS Partners, LP Map: 1299 CJKSREZ.doc -9/7/ 10 JKS PARTNERS, LP CHANGE OF ZONE APPLICATION (REZ 10 -128) CONDITIONS OF APPROVAL A. The applicant, its successor or assigns shall be responsible for complying with all stated conditions of approval. B. The applicant shall comply with the November 6, 2007 Water Development Agreement (South Waiaha Water System Agreement) executed with the Waiaha System LLC or shall otherwise obtain the issuance of the necessary water commitment for the proposed project from the Department of Water Supply prior to the submittal of a subdivision application from the Planning Department for the proposed development. C. Final Subdivision Approval for the proposed development shall be secured from the Planning Director within five (5) years from the effective date of this ordinance. D. Restrictive covenants in the deeds of all proposed lots within the property shall give notice that the terms of the zoning ordinance prohibit the construction of a second dwelling unit and condominium property regimes on each lot. This restriction may be removed by amendment of this ordinance by the County Council. The owner of the property may also, in addition, impose private covenants restricting the number of dwellings. A copy of the proposed covenant(s) to be recorded with the State Bureau of Conveyances shall be submitted to the Planning Director for review and approval prior to the issuance of Final Subdivision Approval. A copy of the recorded document shall be filed with the Planning Department upon its receipt from the Bureau of Conveyances. E. Access to the property from Hoomama Street shall meet with the approval of the Department of Public Works. Hoomama Street shall be extended to the northern boundary of TMK: 7 -5 -17: 41 and improved to a right -of -way of approximately 50 feet at the southern portion of the property to 60 feet at the northern end and constructed to dedicable standards with concrete curb, gutters and sidewalks and dedicated to the County. 1 F. All connecting roadways shall be constructed to dedicable standards and dedicated to the County. G. The applicant shall construct a 50 -foot wide mauka -makai roadway from the property to adjoining parcel 41. The roadway shall be constructed to dedicable standards with concrete curb, gutters and sidewalks and dedicated to the County. H. As required by Concurrency Table 4 -1 of the Kona Community Development Plan, due to the project site's location within boundaries of the Kahului - Puapuaa Village Neighborhood TOD, the construction of the Puapuaanui Street Extension shall be completed prior to the issuance of Final Subdivision Approval. I. Install street lights, signs and markings on Hualalai Road, meeting with the approval of the Department of Public Works, Traffic Division. J. Roadway connections to TMK: 7 -5 -17: 41 and 42 shall be provided. K. No security gate shall be installed on any roadway or entrance to this project. The developer and /or the homeowner's association shall be responsible for any landscaping within the right -of -way, meeting with the approval of the Department of Public Works, and shall repair any public facility damaged by the landscaping. L. All development - generated runoff shall be disposed of on -site and not be directed toward any adjacent properties. M. If required by the Department of Public Works, prior to any land alteration activities and in accordance with Chapter 27 of the Hawai`i County Code, the applicant shall submit a Letter of Map Change (LOMC) to the Federal Emergency Management Agency (FEMA). N. A drainage study shall be prepared by a licensed civil engineer and submitted to the Department of Public Works. The recommended drainage improvements shall be constructed, meeting with the approval of the Department of Public Works prior to Final Subdivision Approval. O. The development shall connect to the County sewer system, meeting with the approval of the Department of Environmental Management. P. During construction, measures shall be taken to minimize the potential of both fugitive dust and runoff sedimentation. Such measures shall be in compliance with construction industry standards and practices utilized during construction 2 projects of the State of Hawaii. Q. Earthwork and grading shall conform to Chapter 10, Erosion and Sediment Control of the Hawaii County Code. R. Comply with Chapter 11 -55, Water Pollution Control, Hawai`i Administrative Rules, Department of Health, which requires a NPDES permit for certain construction activity. S. Should any undiscovered remains of historic sites, such as rock walls, terraces, platforms, marine shell concentrations or human burials be encountered, work in the immediate area shall cease and the Department of Land and Natural Resources - Historic Preservation Division (DLNR -HPD) shall be immediately notified. Subsequent work shall proceed upon an archaeological clearance from the DLNR -HPD when it finds that sufficient mitigation measures have been taken. T. To ensure that the Goals and Policies of the Housing Element of the General Plan are implemented, the applicant shall comply with the requirements of Chapter 11, Article 1, Hawai`i County Code relating to Affordable Housing Policy. This requirement shall be approved by the Administrator of the Office of Housing and Community Development prior to Final Subdivision Approval. U. The applicant shall make its fair share contribution to mitigate the potential regional impacts of the property with respect to parks and recreation, fire, police, solid waste disposal facilities and roads. The fair share contribution shall be initially based on the representations contained within the change of zone application and may be increased or reduced proportionally if the lot counts are adjusted. The fair share contribution shall become due and payable prior to receipt of Final Subdivision Approval. The fair share contribution for each lot shall be based on a maximum density for each lot as determined by the zoning resulting from this change of zone. The fair share contribution in a form of cash, land, facilities or any combination thereof shall be determined by the County Council. The fair share contribution may be adjusted annually beginning three years after the effective date of the amendment to the ordinance, based on the percentage change in the Honolulu Consumer Price Index (HCPI). The fair share 3 contribution shall have a maximum combined value of $12,059.5 per actual family residential unit. The total amount shall be determined with the act number of units according to the calculation and payment provisions set forth in this condition. The fair share contribution per single - family residential unit shall be allocated as follows: support park • $5,815.33 per single - family residential unit to the Count y to supp p and recreational improvements and facilities; support police • $280.53 per single- family residential unit to the County to supp p facilities; • $554.09 per single - family residential unit to the County to support fire facilities; • $242.59 per single - family residential unit to the County to support solid waste facilities; support road • $5,167.02 per single - family residential unit to the Count y to su p p and traffic improvements; In lieu of paying the fair share contribution, the applicant may contribute land and/or construct improvements /facilities related to parks and recreation, the police, solid waste disposal facilities and roads within the region n p impacted b the Planning proposed development, subject to the review and recomm and app of the Director, upon consultation with the appropriate agencies pp County Council. The applicant may receive a credit against the fair share of the contribution required for the road and traffic improvements in the Road and costs of land and construction of the improvements to Huala Hoomama Street described herein. Y. Should the Council adopt a Unified Impact Fees Ordinance setting forth criteria luded for imposition of exactions or the assessment of impact fees, conditions included shall be credited towards the requirements of the Unified Impact Fees Ordinance. Z. The applicant shall comply with all applicable County, State and Federal laws, rules, regulations and requirements. AA. An initial extension of time for the performance of conditions within the 4 ordinance may be granted by the Planning Director upon the following circumstances: 1. The non - performance is the result of conditions that could not have been foreseen or are beyond the control of the applicant, successors or assigns, and that are not the result of their fault or negligence. 2. Granting of the time extension would not be contrary to the General Plan or Zoning Code. 3. Granting of the time extension would not be contrary to the original reasons for the granting of the change of zone. 4. The time extension granted shall be for a period not to exceed the period originally granted for performance (i.e., a condition to be performed within one year may be extended for up to one additional year). 5. If the applicant(s) should require an additional extension of time, the Planning Department shall submit the applicant's request to the County Council for appropriate action. Should any of the conditions not be met or substantially complied with in a timely fashion, the Planning Director may initiate rezoning of the property to its original or more appropriate designation. 5 ' t f , 1 1 RJKS- REZ10- 128.jwd 09 -29 -10 COUNTY OF HAWAII PLANNING DEPARTMENT REVISED RECOMMENDATION JKS PARTNERS, LP CHANGE OF ZONE APPLICATION (REZ 10 -128) Upon review of the request for a Change of Zone from Agricultural 5 -acres (A -5a) to Single - Family Residential 7,500 square feet (RS -7.5) on approximately 14.682 acres of land against the guidelines for granting a change of zone, the Planning Director recommends that an unfavorable recommendation for a Change of Zone request 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 recommendation based upon additional information presented at the public hearing. This unfavorable recommendation is based on the following findings: The applicant is requesting a Change of Zone from Agricultural (A -5a) to Single - Family Residential (RS -7.5) to develop a 54 -lot single - family residential subdivision on the property. The applicant is also requesting a concurrent processing of a State Land Use Boundary Amendment from Agricultural to Urban. The primary factor for this unfavorable recommendation is based on non- compliance with the requirements of the Kona Community Development Plan for projects located within a transit- oriented development (TOD), which will be explained in greater detail below. If the proposed development complied with the requirements outlined below, more specifically, the development of a TOD Village Master Plan, the recommendation from the Planning Department would have been favorable. The Kona Community Development Plan (KCDP) was adopted by Ordinance 08- 131 on September 25, 2008 by the Hawai`i County Council. The Kona Community Development Plan encompasses the judicial districts of North and South Kona. The 800 square miles of land area, which comprises the North and South Kona districts, accounts for approximately 20% of the total land area of the Island of Hawai`i. In order to achieve the vision of the KCDP, eight guiding principles were derived from public meetings and working groups. These principles are the foundation for the goals, objectives, policies, and implementation actions of the KCDP. One of the eight -1- guiding principles is "direct future growth patterns toward compact villages, preserving Kona's rural, diverse, and historical character." The preference to encourage future urban and rural growth to occur in the form of compact, village -style development was a very strong message from the public meetings. The KCDP provides an integration mechanism as a means to avoid the current trend toward sprawling lot- density developments, disconnected subdivisions and business centers, and a general decline in the quality of life that people believe reflects the "Kona Way of Life." The overall land use strategy is to proactively implement public policy through a regional framework for growth. While respecting landowner entitlements, this framework provides additional direction so that individual planning decisions are made as part of a larger, integrated program for achieving an efficient growth pattern, optimizing investment in services and infrastructure, protecting the natural environment and cultural resources, and creating opportunities to enhance the quality of life for Kona's residents. Such a framework provides greater certainty and predictability for the community, government, and private sector, allowing all three to participate in a synchronized move towards a mutually planned future. Most of the future growth in Kona will be directed to an Urban Area (UA) defined in the Official Kona Land Use Map. The Kona Urban Area spans from the Kona International Airport to Keauhou. Within this Kona Urban Area, growth would be directed to compact villages located along proposed transit routes or to infill areas within, or adjacent to, existing development. The general locations of these villages are within the Growth Opportunity Areas (GOAs) identified during the public meetings that evolved into the Transit - Oriented Developments (TODs). Within the KCDP, Transit - Oriented Developments (TODs) are identified as development of compact, mixed -use villages which would integrate housing, employment, shopping, and recreation opportunities. Villages would be designed around transit stations /stops which would reduce the need for daily trips and financially support the expanded transit system. They consist of moderate and high density housing, along with complementing public uses, jobs, retail and services. They are compact mixed -use -2- villages, characterized by a village center within a higher - density urban core, roughly equivalent to a 5- minute walking radius (1/4 mile), surrounded by a secondary mixed use, mixed - density area with an outer boundary roughly equivalent to a 10- minute walking radius from the village center (1/2 mile). The components of a TOD include an Urban Core, a Secondary Core, and a Greenbelt. A TOD contains a higher density urban core surrounded by a lower density secondary area. There are two types of urban cores identified within the plan; Regional Centers and Neighborhood Villages. Regional centers are intended for mixed use and higher density residential, retail, commercial, employment, and/or regional one -of -a -kind facilities, such as major civic, medical, education, and entertainment facilities. Regional centers shall be designed around a Commercial Center, which is the focus for the Village and designed to encourage pedestrian activity. A greenbelt will, in turn, surround and define the outer edge of the secondary area. Neighborhood Village Core Areas are intended for predominately residential, public /civic uses, or small -scale neighborhood- oriented commercial uses. The Core's commercial uses are of a small scale and are intended to serve the needs of the Village residents. Neighborhood Village Core Areas shall be designed around a Neighborhood Center. Land uses include recreational space, small -scale public /civic uses, neighborhood oriented retail uses, and mixed -use. The proposed development is located within the Kahului — Puapua'a Neighborhood Village TOD identified on the Official Kona Land Use Map in the KCDP. The Official Kona Land Use Map approximately locates the TODs, but it does not change the existing zoning until a rezoning with an approved master plan for the TOD defines the metes and bounds of this TOD. In other words, the TODs are "floating" zones that subsequently need to be anchored by rezoning to a specific area. Within the Land Use element of the KCDP, there are identified goals, objectives, policies, and actions. Policies in the plan prescribe how each objective will be achieved. The policies that use the word "shall" are mandatory directives legally binding on County agencies. Among the most significant legally binding policies are those presented in Section 4.2 "Land Use." These policies must be implemented through land use decisions and development permits issued after the Kona CDP is adopted. -3- 1 t i ' s i r The legally binding policies in the Land Use section of the plan do not override or invalidate existing zoning. Such legally binding policies, however, shall be implemented with new changes of zone, time extensions on existing zoning requiring County Council action, state land use boundary amendments, and Special Management Area (SMA) permits, when applicable. The requirements of the Kona Community Development Plan have not been complied with to recommend approval of the proposed change of zone request. The Planning Department has determined that with this new change of zone, specific policies as listed below are required to be complied with by the applicant. When a landowner proposes to rezone a property located within an identified TOD area on the Official Kona Land Use Map that has not yet been established through a TOD Village Master Plan, the landowner is required to follow the steps outlined within the KCDP's Policy LU -2.4 (Transit- Oriented Development (TOD) Floating Zones Established) for submitting a Project District rezoning application. With the submittal of the Project District rezoning application, the applicant \landowner will be required to follow Policy LU -2.5 (Village Design Guidelines) for the development of a master plan for the TOD. The applicant will need to work closely with the Design Center, which is administered by the Planning Department and staffed by County employees as the Design Center reviews and approves all master plans prepared for floating zones (TODs /TNDs, Affordable Housing, Eco- Industrial) and Clustered Rural Subdivision PUDs. The minimum land area for a new community shall be 80 acres, which corresponds to the urban and secondary core, plus a density transfer area proposed in the master plan to set an urban boundary limit. If a master plan for the identified TOD has not been established, as in this case, the applicant \landowner will need to work together with the Design Center to promote coordination and collaboration among the community, government agencies, applicants, landowners, professionals, and educational institutions to establish the master plan for the TOD and prepare the Project District rezoning application. If the applicant\landowner does not want to comply with the requirements of the KCDP, another option available is to amend the KCDP to take their property out of the identified TOD area on the Official Kona Land Use Map. -4- 1 y • Based on the above discussion, the Planning Director is recommending that the Planning Commission send an unfavorable recommendation to the Hawai`i County Council primarily because of the need to establish a TOD Village Master Plan for the Kahului — Puapua'a Neighborhood Village TOD before recommending approval for any proposed rezoning that is located within the identified TOD on the Official Kona Land Use Map. -5-