Loading...
HomeMy WebLinkAboutCOM 1006.000 2008-2010 William P. Kenoi William T. Takaba n. .i'�x�� /:t` Managing Director Mayor s If • o :.; Wally Lau • fr•; of Nr. Deputy Managing Director County of Hawa 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 Honorable J Yoshimoto, Chairman and Members of the County Council County of Hawai`i 25 Aupuni Street s s 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 1 ,/tate 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 County is an Equal Opportunity Provider and Employer �G/ Comm. . No. G/ I Ref. <VI 1 S 3oz-Ci �- 330 F€4. Date �1D�! O 1 2fltil C V OF Ms..,. County of Hawai `i LEEWARD PLANNING COMMISSION Aupuni Center • 101 Pauahi Street, Suite 3 • Hilo, Hawaii 96720 Phone (808) 961 -8288 • Fax (808) 961 -8742 October 27, 2010 The Honorable J Yoshimoto, Chairman ,,_, and Members of the County Council County of Hawai`i 25 Aupuni Street - Hilo, HI 96720 Dear Chairman Yoshimoto and Council Members: State Land Use Boundary Amendment Application (SLU 10- 000029) .:.) Request: Agricultural to Urban y: 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 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 14.707 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 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 east and south. The applicant's request to designate 14.707 acres into the Urban District reflects the infilling of Agricultural -lands within this section of North Kona already surrounded by Urban - designated lands. 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 46 -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 into a 46 -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. 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 42) and through the subject site and eventually to the adjoining property to the west (makai, Parcel 40). 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 The Honorable J Yoshimoto, Chairman and Members of the County Council Page 3 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 parcel's northern boundary and a mauka -makai street should be required to connect with parcels 40 and 42. DPW further recommends the applicant extend Hoomama Street to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways should 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. Condition H of Ordinance No. 10 2 affecting Parcel 42 requires roadway connections to the subject parcel. 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 . f The Honorable J Yoshimoto, Chairman and Members of the County Council Page 4 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 project site. 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 a north to southwest direction. 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. The Land Use Study Bureau's Overall Master Productivity Rating for the soils in the area is "D" or "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). Twenty archaeological sites were discovered on the site and evaluated with no further work recommended. The reclassification of 14.707 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. 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 46 -lot single - family residential subdivision with lots that are approximately 7,500 square feet in size. 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 The Honorable J Yoshimoto, Chairman and Members of the County Council Page 5 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 Hawaii 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 Hawaii. 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). The Honorable J Yoshimoto, Chairman and Members of the County Council Page 6 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 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 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 The Honorable J Yoshimoto, Chairman and Members of the County Council Page 7 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 Hawaii 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. For your favorable consideration, we are enclosing an amendment to the State Land Use Boundary Maps for the County of Hawaii. The Honorable J Yoshimoto, Chairman and Members of the County Council Page 8 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, OP A ;/ ft Frederic Housel, Chairman Leeward Planning Commission Lcook011wpc Enclosures cc: Mr. Sidney Fuke Brian R. Cook Development, Inc. Planning Department — Kona Amy Self, Esq. Department of Water Supply Department of Public Works LEEWARD PLANNING COMMISSION COUNTY OF HAWAII HEARING TRANSCRIPT SEPTEMBER 30, 2010 A regularly advertised hearing on the applications of BRIAN R. COOK DEVELOPMENT, INC. (SLU 10- 29 /REZ 10 -129) was called to order at 12:06 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: 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 sincere condolences of Hawai`i Belt Road, Kahului 2 North Kona, Hawai `i, TMK: 7 -5 -17: 41. HOUSEL: Moving to Item 2 on our agenda. We have an application for State Land Use boundary amendment from Ag to Urban and a change of zone from Agricultural 5 acres to Single - Family Residential 7,500 square feet. Is there any public testimony on this item? I don't see any. Mr. Darrow, would you like to proceed? DARROW: Sure. Thank you, Mr. Chairman. If I could direct your attention to our presentation. Our next applicant is Brian R. Cook Development, Inc. They are requesting a State Land Use boundary amendment and a change of zone. The area of this application is in a similar location as our first application within the North Kona District. I'm going to, if it's okay with you folks, to speed up things, not going to as greater detail. Basically, the subject property is identified with a black outline. Previously, this was the first application and, again, as earlier stated, this would be the third application; so they are all in that general location. This is a closer view of the subject property. We have Queen Ka`ahumanu Highway running in a north -south direction, as well as Hualalai. As you can see, the actual parcel has an access off Hualalai Road. This is the State Land Use designation map identifying the property as Agricultural, and within the Urban Expansion Area for the General Plan LUPAG designation. And the subject property, this is the Kona Community Development Plan identification of the nearest Transit - Oriented Development, which the subject property is identified as being within this TOD. This is 1 ATTACH: Bills 329 & 330 Coma. 1006 the Kahului- Puapua`a Traditional Neighborhood Development, I mean, excuse me, Neighborhood Village Transit - Oriented Development. Again, we have an aerial, and this is the general area. This, more specifically, is the general area of this particular application. The applicant is requesting a State Land Use boundary amendment from Agricultural to Urban, and a change of zone from Agricultural 5 acres to Single - Family Residential 7,500 square feet for approximately 14.707 acres of land. The reason for the request: The applicant is proposing to subdivide the property into 46 lots that are approximately 7,500 square feet in size. This is the proposed layout for the particular subdivision. Just for reference, the left side of the map would be north, the right side would be south, this is the existing Pualani Estates subdivision. As you can see, we have a proposed access connecting to the existing Pualani Estates and that's through Paulehia Street, and then again, we have a proposed connection to the mauka property, which was identified earlier as the property owned by Hu- Ko -Pa. And they will work in conjunction with not only the mauka property, but as well as the makai property for access. Also identified is a drainage channel. And these areas here are identified as park sites on the particular layout. The Planning Director is recommending a favorable recommendation for the State Land Use boundary amendment, but they are recommending, we have submitted to the Commission an unfavorable recommendation for the change of zone request. The reasons for the unfavorable recommendation is at this time, as we had mentioned earlier about the particular property being located within the identified TOD area, in looking at the Kona CDP, we feel it's appropriate for the applicant to come in with a master plan for this particular area to identify where the TOD for this area is located. If the applicant has options, those options would include amending the plan or again working with the Design Center to come up with a master plan for this area. Planning Director? LEITHEAD TODD: Yeah, just wanted to comment. The TOD's are intended to be kind of like floating zones; they are not permanently fixed to where the circle is. They may not even look like a circle once you do a master plan. A TOD could end up looking like some kind of a parallelogram, it could look like a half circle because it might be constrained by particular issues. But until you do the master plan, you don't really know what it's going to look like. This particular TOD has several constraints on it because it is bisected by Queen Ka`ahumanu Highway. But as we looked at the CDP, we became -. And we argued back and forth in the Department, and I had conflicting input from, you know, I talked to some people who had been involved in adopting and preparing the CDP, and I had conflicting advice from different people in terms of what the intent was. But the bottom line, I ended up going with what was adopted as opposed to what somebody's vision of what the intent might have been. And we felt that without the master plan, it becomes very difficult to approve anything within these circled areas, even if ultimately it might not be within the TOD, as it eventually gets planned, because of Queen K running through there. You'll note that the transit corridor has already been identified makai of Queen K, because it has that little tram thing on it. And that area, some of it has already been rezoned for multiple families in my recollection and -. Yeah, right, that darker brown, that's a higher density. And so that's supposed to be the urban core, and then you get into more just residential outside. But we don't have a master plan yet. And obviously, you know, I think the applicant and the applicant's representative disagrees with my recommendation, but we felt that at this point that this was the best way to go. DARROW: Lastly, Mr. Chairman -. HOUSEL: Any questions, Commissioners? 2 DARROW: If I could just also mention -. HOUSEL: Sure. DARROW: The applicant did submit this this morning, and I'm sure he'll be referring to it in his presentation. I'm sorry. Thank you. BOWMAN: Can you just clarify? You said 76 lots, but on our background it says 46. Are we Cook? Or maybe I'm the wrong one. HOUSEL: Mr. Darrow, could you go back to the larger slide of the zoning? Yes. What are the adjacent zonings? DARROW: The adjacent zonings are, they are actually identified, so these are Agricultural 1 -acre, Agricultural 5 -acre, Single - Family Residential 10,000 square feet, Single - Family Residential 7,500 square feet. HOUSEL: And this one is requesting RS -7.5, right? DARROW: Correct. BOWMAN: I'm sorry. Did you answer my question? You said 76, but it is 46 lots, right? GIFFIN: As the background report says. BOWMAN: Okay, but he mentioned 76. That's all I'm asking. DARROW: Forty -six. BOWMAN: Okay, thank you. HOUSEL: Any other questions of the staff? We do have one late testifier. Oh, since it's not a new one, we will not -. Go ahead -. FUKE: Good afternoon, Mr. Chairman, Members of the Commission -. HOUSEL: Go head, Mr. Fuke, sorry. FUKE: Just for the benefit of the audience, I'll be very, very brief, and then the presentation that I'd like to give would also apply for the subsequent item. So hopefully, whatever the disposition on this is, that you will quickly dispose of the other one without added testimony, so that you can accommodate the next application after that. HOUSEL: Thank you. Let me -. FUKE: For the record my name is Sidney Fuke. I'm a planning consultant -. HOUSEL: I need to swear you in. 3 FUKE: Okay. HOUSEL: Do you swear to tell the truth before the Planning Commission today on this matter? FUKE: Yes, I do. HOUSEL: Thank you. FUKE: Again, my name is Sidney Fuke. My business is 100 Pauahi Street, Hilo, Hawai`i. COOK: Brian Cook. My address is 78 -7021 Kewalo Street in Kona. HOUSEL: Thank you. FUKE: Very briefly. As I mentioned earlier, the discussion will focus on both this and the subsequent application inasmuch as they are kind of like next to each other. If you see, this is Brian Cook's property; the other property is right below over here. And what I'd like to do, however, is kind of run you through the handout that I provided to all of the Commissioners just to give you a cognizance, because if you look at the Planning Director's initial recommendation, it was recommendation for approval, and we hope that at the end of the day, or at the end of this meeting, that the Commission will conclude that the Planning Director's initial recommendation was really, like, the correct one because that's the position we'd like to assume. But nevertheless, when Mr. Cook bought the property after the land was subdivided, he worked together with the property owner on the makai side, which is JKS Partners, and in addition to that, worked with the owners, or developers, of this particular area. And the reason being is that after the acquisition of the property and before the planning process began, what was already known were two things: One was that the General Plan designation, which was Urban Expansion; two was the nearing adoption of the Kona Community Development Plan. And the Kona Community Development Plan again — now I refer you to the first sheet — was, basically the redline kind of suggests your Kona Urban Area; so the whole idea is to have as much as possible your developments focus within the Urban Area to minimize extra movements so on and so forth, vehicular movements. And then what they did was then created this so- called Regional Core, which will be identified as in red, and so these are, as the Director had indicated, just kind of like general blobs to suggest that generally this is the area they would want to have it. And then they have those Neighborhoods, which was identified all in blue. And so it's basically captured on the first sheet. Now, if you look at the second sheet, the second sheet — these are all taken directly, by the way, from the Kona Community Development Plan, I made colored copies this morning at OfficeMax — but anyway, so what it talks about, when you have your TOD, the Transit - Oriented Development, what this is talking about is initially you have to have a core, look at the map over here, you have to have a core, and then surrounding that core is secondary uses, and outside of that core would then be like what they call it a greenbelt. So that's the idea behind all of these small little blue and red dots; they want to have a core, secondary area and then your so- called green - space area. Then the third handout is what you see up over there, which talks about, like, this particular area being all within the Kahului-Puapua'a Neighborhood TOD area. And there is no question Mr. Cook and JKS Partners, they conceded that the property falls within this area, so they wanted to work with that. So what they did, you know, from a comprehensive master planning standpoint, then they did the last sheet. The last sheet then takes from the assumption that what you see over there, you know, with that small little bus - looking thing over there, that is your core, that is 4 your core. And so if this is your core, and looking at this last master plan that's already there by virtual zoning and already been preliminarily negotiated by different users, you already have that red area is identified as your Commercial Neighborhood Center — that's already zoned. The other area is referred to rental, affordable and just affordable homes in that area. Again, those properties are already zoned. If you look at the property adjacent to the Kuakini Highway, and that's on the lower section, they already have preliminary arrangements to work with Innovations to have the school over there, and that was also part of the zone change condition that the landowners had, as they went through the zoning process for the creation of the commercial area. Then if you look on the right side of that, basically the right side of that road would be generally over here, they are right now working with the YMCA to get the YMCA situated over there first as having their existing planned location along Ali`i Drive. So what you see essentially right over here is the beginning of a real hub; you have commercial areas zoned, you have planned residential areas, you have a school coming up over here, you have possibly the YMCA over here. So then, if this is your core, the surrounding area then becomes your secondary area, which includes Mr. Cook's property, as well as JKS. So then the question becomes what is the most appropriate use in the secondary area. To me, I think that this plan here is the bull's eye. It's right here in the center. So you go back again to what was presented — the core, secondary area and the other area. So we would maintain that you already have the beginnings of well thought -out Neighborhood TOD concept over here — core, secondary area which includes Mr. Cook's and JKS property, and then the balance of the properties. So now, we get to aside from the map portion and looking at the function, look at what the Planning Director's first recommendation called for in terms of concurrency, all the improvements that's required; if you go with the Director's first recommendation, which you already have, one of the requirements is that neither this project or this project here can get final subdivision approval until this road here, which is nonexistent, is constructed — that fulfills the concept of concurrency because they want to be able to facilitate the development of this core and have everybody kind of filling in, notwithstanding the fact that you do have the Queen Ka`ahumanu Highway extension bisecting a portion of it, but nevertheless, this is the identified core, call it flexible or floating or whatever have you. They only proceeded on the basis that this is the core and let's work with it. So in terms of from a land use standpoint, how do you address concurrency, specifically with the roadway situation, is already embodied in the Planning Director's initial recommendation. Connectivity, connectivity is that this property here is not, these two properties here are not relying on like the other subdivision before us, or another project before us, is not relying on any other private development; it results in the extension of Ho`omama Street, which already ends right over here, and so they have direct access. But Ho`omama Street up until here is only a 50 -foot right -of -way. But the intent on the Kona Community Development Plan calls for Ho`omama Street to be extended all the way through here and eventually connected to Kakalina Street, and this would be like one of your mid - level, and this is your Hualalai Road, so it would be kind of like, that kind of situation. So once it hits Mr. Cook and JKS Partners' property, the right -of -way within that area is not 50 feet; they go 60 feet wide to accommodate more reasonably this north -south kind of connection. And then again, they also have, like, this mauka -makai connection connecting also to this property here, which is already previously zoned and it's called Hu- Ko -Pa. So what you see on that last sheet, that last sheet here, it shows you the core area, it shows where JKS Partners' property is, it shows you where Brian Cook's property is, and it also shows you if and when Hu -Ko -Pa is developed, and the property mauka of that area, how your roadway network would all, kind of like, intertwine. And one of the things that's very, it has been made painfully clear, too, is that this is not going to be a gated community; because if it were a gated community, then it would frustrate the objectives of the CDP in terms of achieving connectivity. The bottom line is multiple interpretations of the CDP and Neighborhoods, you know, and by virtue of, like, Mr. Matsukawa coming in, Planning Director 5 saying one thing yesterday and something today, and then we are hoping that you agree with her initial recommendation and our position today. And one final comment that one way or the other, ultimately — the CDP is something that we have to live with — and ultimately the one that really provides, that needs to provide guidance one way or the other, as in the previous application, is the entity that approved the Plan, and that is the County Council. So whether this body recommends favorably or unfavorably, we strongly recommend, take a position one way or the other, and let the County Council be saddled with this task in trying to clarify this. And hopefully, they will conclude, as I've tried to indicate, that this is your core, and that the request then fulfills the spirit and the concept of a Neighborhood TOD. Thank you. HOUSEL: Any questions of the applicant, Commissioners? Mr. Fuke, I had one question. On the mauka property, is there any open space planned? FUKE: The open space planned right now is, like, along this area because there's a drainage system that comes along this way and — I forgot to mention that — see, right now, it's like a major drainage system that goes this way and the balance of it kind of like sheet -flows over here. And so what they want to do between these two property owners at their expense — they are spending more than $6,000,000 for a drainage improvement — is to kind of like intercept the water so that it eliminates, you know, the sheet -flow coming into the Pualani area and put it down along this road and into a confined area. So the open space area is pretty much along the edge and also running this way. The natural boundary, however, for — I would rationalize in terms of, like, the green space area — your physical boundary would be the existing stream that goes this way, mauka - makai. Notwithstanding that, between these two property owners, to accommodate the drainage system, what they've had to do is set aside considerable land, and they are going to have, like, a walking path adjacent to the floodway; the walking path will probably approximate about two, two and half acres. HOUSEL: Will the floodway be improved, or will it be left in the natural state? COOK: Yes. When we acquired the property, we had a flood study done because it falls within the FEMA's map of 100 -year storm. The FEMA map showed the 100 -year storm, which was referenced as Splitflow 2, coming to my property for the most part and then at the very southern makai corner going into JKS property, and at that point it would flow right into the gunite -lined channel that's there. When we did the flood study and cut the 2 -foot contour, we found, as many times it does, the floodplain doesn't run where it was shown on the FEMA map. Those maps were done a lot of times on aerial photos and the 5 -foot contour. So when we did the final study, we found that the floodplain as it comes through the property, just barely starts at the bottom edge to my property and then it goes over through, and at the very corner there at the south corner in the highway is where it'll actually flow into the highway and won't even get into the channel to go through the multi - celled box culvert for the roadway. So what we've designed by working together is catching the — there is a CLOMR on Bolton's property next door to us, because Splitflow 1 which goes under a culvert over here, they've got a CLOMR for the development of that, and we have Splitflow 2 that comes through our property — so we've designed this channel to catch it to get it into that gunite channel, then it would go under the multi - celled box culvert into the area just below the park. And there, there's the State highway with the project we have on the lower side, Pualani Makai, and when we did the flood study, it determined that a 100 -year flood would reach over that highway some 400 feet and possibly wash out the highway. We had to go in and design to correct the problem for the State highway. Our engineer, we just got the plans approved in February of this year, I think, to put in a new aluminum multi -plate culvert; it'll be 20 -foot wide, 14 feet high and 6 135 feet long, which will allow for future four -lane widening of the highway. It goes into our Pualani Makai property, and we have a 40 -foot wide channel to go through that property, and at the makai end above Kuakini, we have a large retention basin. So that, it's important to put those projects together to take care of the flood problems; if we can handle it from the very upper portion and bring it all the way through down to Kuakini with a large retention basin, when you get a 10- year storm or 20 -year or 50 -year storm, it will handle it and it'll protect the waterways down below Kuakini. FUKE: So the short answer to your question, these -. COOK: And Sidney has to catch a plane in a little while, so that's why we are hurrying. FUKE: Yeah. These relate to the two property owners. And this is the extension, the proposed extension of Ho`omama Street; there is a 50 -foot wide right -of -way, this then becomes like 60 -foot wide. The drainage system that Brian was referring to is pretty much like over here, and then it would be all captured and then taken down over here. Right now, it's just kind of like sheet -flow in all this area. But this would not be in, you know, these improvements would not be possible without approval of this project, because those would be done all in conjunction with the development of this project, let alone the roadway I was telling you that connects from Kuakini up to the Queen Ka`ahumanu Highway through the Puapua`a, that project, and servicing the commercial area and all that stuff— those would be all subject to conditions of approval on this zoning. So this doesn't get, no lots can be sold over here until these improvements are made and the improvements to that commercial area, that roadway network is made. It's a substantial investment. So we represent that there is a lot of public good associated, infrastructure good associated with the project. And again, when you look at it from a holistic standpoint, notwithstanding the technical language of what the CDP may say, if you look at from a holistic standpoint, does this fit in the so- called the ring — the core, the secondary and the green area — and we maintain it does. HOUSEL: Any questions from the Commissioners? BOWMAN: Can I just see the zoning map again, please? Thank you. I'm a visual -. FUKE: So the property, this is the RS -7.5 area, we are proposing similar RS -7.5 zone in this area. BOWMAN: That's all. Thank you. HOUSEL: Mr. Fuke, question. Since the adjacent zonings are all RS -10 or larger, why did you consider RS -7.5? FUKE: No, the property to this side is an existing RS -7.5, right here, this is the existing Pualani subdivision -. HOUSEL: Oh, that is 7.5, okay. FUKE: Yes. So this one here is the other one called Hu- Ko -Pa, and the other property you were referring, the first application, was over here. HOUSEL: Right, okay. 7 FUKE: So none of these properties take access off of Hualalai. But at some point in time when this Ho`omama Street is extended through this property — there are tentative plans to have, like, another school over here — when this gets extended, it will eventually connect to, I think it's called Kakalina Street, and that is the concept as espoused in the Kona CDP. HOUSEL: Thank you, thank you for the clarification. Are there any other questions? Would -? GIFFIN: I don't have a question. I'd like to make a motion. HOUSEL: Would you please make a motion? GIFFIN: Okay. I move that a favorable recommendation for the State Land Use boundary amendment, application No. SLU 10 -29, be forwarded to the County Council. BOWMAN: Second. HOUSEL: Motion made by Commissioner Giffin and seconded by Commissioner Bowman. Any discussion? Okay, no discussion. Mr. Darrow, would you like to take a roll? DARROW: Thank you, Mr. Chairman. The motion before us is to send a favorable recommendation for the State Land Use boundary amendment request to the Hawai`i County Council. With that, I'll take the roll call. Commissioner Giffin? GIFFIN: Aye. DARROW: Commissioner Bowman? BOWMAN: Aye. DARROW: Commissioner Beaudet? BEAUDET: Aye. DARROW: Commissioner Iokepa? IOKEPA: Aye. DARROW: Commissioner Nelson? NELSON: Aye. DARROW: And Mr. Chairman? HOUSEL: Aye. DARROW: The motion passes, six to zero. HOUSEL: Would you like to make a motion, Commissioner Giffin? 8 GIFFIN: Yes. Mr. Chairman, I move that an unfavorable recommendation for the change of zone application, REZ 10 -129, be forwarded to the County Council, along with the reasons as stated by the Director. HOUSEL: Do we have a second for the motion? IOKEPA: Second. HOUSEL: Seconded by Commissioner Iokepa. Any discussion? Mr. Darrow, would you read the motion just so we are clear? DARROW: 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? 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 very much. Half a loaf is better than nothing. The discussion ended at 12:38 p.m. Respectfully submitted, Noriko Sauer, Secretary Leeward Planning Commission 9 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, Hawai`i, 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 2nd, 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 Hawai`i Belt Road, Kahului 2nd, 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 Perris. 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 Hawai`i 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 Hawaii, 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. Sony 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 H6lualoa 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 Perris. 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 BCookSLUREZ.doc- 9/7/10 COUNTY OF HAWAII PLANNING DEPARTMENT BACKGROUND REPORT BRIAN R. COOK DEVELOPMENT, INC. STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 10 -29) CHANGE OF ZONE APPLICATION (REZ 10 -129) BRIAN R. COOK DEVELOPMENT, INC. 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 14.707 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: 41. 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 14.707 acres of land to subdivide the property into 46 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: The applicant intends to secure the balance of the required permits and commence with the appropriate improvements by the end of 2011. 3. Cost: Approximately $8 million. 4. Landowner: Brian R. Cook Development, Inc. 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 "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 14.707 -acre vacant parcel located north of the Pualani Estates Subdivision. The Waiaha Drainageway Split Flow 2 runs through the property in a north/south direction, affecting the lower or makai end of the site. 12. Surrounding Zoning/Land Uses: Surrounding properties are zoned A -la to the north, RS -10 to the east (Ordinance No. 10 2), RS -7.5 (Pualani Estates Subdivision) to the south, and A -5a makai or west of the site (Parcel 40). Nearby properties are vacant or in residential uses. State Land Use Urban designated lands are located immediately adjacent to the property to the east (mauka) and south. 13. ALISH: Unclassified. 14. Land Study Bureau's Detailed Land Classification System: "D" or "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 the subject parcel. The DPW requires a drainage study to address the storm water crossing Hualalai Road. 17. Flora/Fauna: No commissioned surveys were conducted of the site. Vegetation within the project area consists of a combination of kiawe, koa haole, and other grasses. Species observed in the project area include the Japanese White -Eye, House Finch and Common Myna. 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- 2 North Kona District, Island of Hawai `i dated April 2008 was prepared by Escott, Wolforth, and Wilson (Appendix B in application). Thirty archaeological sites were discovered on the property. These sites were evaluated and no further work was recommended. 19. Air Quality: The proposed project is not expected to impact long -term air quality in the area. 20. Scenic/Visual Resources: As the property is located approximately 6,000 feet mauka of the shoreline, views to the shoreline should not be impacted. From the shoreline, the project will be visible, though not distinguishable from the surrounding area. The applicant states that the height of the proposed structures will be less than 35 feet in height, the maximum allowed within the single - family residential zone. 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 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 -tum movements are "D" and "E ", with westbound left and southbound left turning movements -3- 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 Hawaii 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. 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 42) and through the subject site and eventually to the adjoining property to the west (makai, Parcel 40). 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 -4- 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 parcel's northern boundary and a mauka -makai street should be required to connect with parcels 40 and 42. DPW further recommends the applicant extend Hoomama Street to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways should 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. Condition H of Ordinance No. 10 2 affecting Parcel 42 requires roadway connections to the subject parcel. (P.D. Exhibit 2 - Ordinance No. 10 2) 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 water commitments for the development. The DWS has confirmed that the applicant has obtained a water commitment for 44 units. The applicant will be required to complete the necessary transmission and storage facilities. The applicant is in the process of securing an additional two units of water commitments. 25. Wastewater: According the applicant, there is an existing 8 -inch sewerline that ends at the north end of Hoomama Street. The line will be extended to service the project. The -5- 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 3 - July 13, 2010 memo 29. Department of Water Supply: P.D. Exhibit 4 - July 12, 2010 memo 30. Fire Department: P.D. Exhibit 5 - June 24, 2010 memo 31. Department of Environmental Management: P. D. Exhibit 6 - June 16, 2010 memo 32. DLNR Land Division: P.D. Exhibit 7 - July 10, 2010 letter and attachments 33. Department of Health: P.D. Exhibit 8 - 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, Land Use Commission, Department of Transportation, Department of Education, 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 9 - letters dated July 6, 2010, July 21, 2010, 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) BRIAN R. COOK DEVELOPMENT, INC. Kahalui, 2 North Kona, Hawaii' i TMK: (3) 7 -5 -017: 041 Prepared For: Brian R. Cook Development, Inc. 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: Brian R. Cook Development, Inc. PETITIONERS SIGNATURE: DATE: May 11, 2010 ADDRESS: 78-7 Kewalo Street Kailua -Kona, HI 96740 PETITIONER'S INTEREST IF NOT OWNER: TELEPHONE:(Bus.) 324 -0395 (Res.) (Fax) LANDOWNER(S): Brian R. Cook DDeveloopmen Inc.. LANDOWNER SIGNATURE(S): ,Qit�� r C -mil _ DATE: May 11, 2010 (May be by letter) ADDRESS: 78 -7021 Kewalo Street Kailua -Kona, HI 96740 • TAX MAP KEY: 7 -5 -017: 041 STREET ADDRESS OF PROPERTY: Hawaii Belt Highway ZONING: A -5a SIZE OF PROPERTY: 14.707 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: Brian Conk (See Instructions on Reverse Side) CHANGE OF ZONE APPLICATION COUNTY OF HAWAII PLANNING DEPARTMENT (Type or legibly print the requested information) APPLICANT: Brian R. Cook Development, Inc. APPLICANT'S SIGNATURE: ■ el. DATE: May 11, 2010 ADDRESS: 78 -7021 Kewalo Street Kailua -Kona, HI 96740 LIST APPLICANT'S INTEREST IF NOT OWNER: LIST PRINCIPAL(S) INCLUDING NAMES OF MAIN OFFICERS: PHONE:(Bus.) 324 -0395 (Res.) (Fax) LANDOWNER(S): Brian R. Cook Development, Inc. LANDOWNER SIGNATURE(S):j��,_ /. C.��►- DATE: May 11, 2010 (May be by letter) LANDOWNER(S) ADDRESS: 78 -7021 Kewalo Street Kailua -Kona, HI 96740 REQUEST: A TO RS -7.5 (Existing zoning) (Proposed Zoning) TAX MAP KEY: 7 -5 -017: 041 STREET ADDRESS OF PROPERTY: Hawaii Belt Highway SIZE OF PROPERTY OR AFFECTED AREA(S) TO BE REZONED: 14.707 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: Sidney Fuke COPIES: Brian Cook 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? c: 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- 5. Is the subject land currently being used for any agricultural activity? No If so, please list the kinds of products grown and on how many square feet or acres of land per product. 6. To your knowledge, has there been any flooding and /or drainage problem on the subject area? Yes If so, please describe the problem. Portions of the general area are part of a drainageway. It will not affect the proposed project. 7 . Do you think that the roads leading to the subject area needs improvement? No If so, what kind? If anything, the extension of an existing street to the site. See planning report. Is the road adequate for the proposed traffic volume or load? Yes 8. What sort of governmental assistance and /or improvements do you feel will be needed in the subject area when developed? yes No a. Schools X b. Roads X c. Sewer X d. Drainage X e. police Protection X -3- Yes f. Fire Pmtectbn X g RecreatbnalFaci]its X X h. Pubk UtRiths X 1. other Forthose checked "yes," phase ehboiate whattype orkinds of pmvem ents and,6rassistance are needed. S ignaUire : ,,�/ /b Address: 78 - 7021 Kewalo Street Kailita - Kona 96740 Tebphone: 324 - 0395 Date: May 11, 12010 l _ 6337A /50A A PD.5/$4 COUNTY ENVIRONMENTAL REPORT APPLICATIONS FOR STATE LAND USE BOUNDARY AMENDMENT (Agricultural to Urban) and COUNTY REZONING REQUEST (A -5a to RS -7.5) BRIAN R. COOK DEVELOPMENT, INC. KAHALUI 2 NORTH KONA, HAWAII TAX MAP KEY: (3) 7 -5 -17: 041 I. INTRODUCTION The applicant and owner, Brian R. Cook Development, Inc., of the subject property identified by TMK: (3) 7 -5 -17: 041, is proposing to develop a 46- lot single - family residential lot subdivision. As such, the applicant is requesting a State Land Use Boundary amendment covering this 14.707 - 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 makai or west of the subject property identified by TMK: 7 -5 -17: 040. These are two (2) different applicants and landowners who are working cooperatively to address connectivity and common infrastructure costs, particularly roadway and drainage. II. PROJECT LOCATION The subject property, consisting of 14.707 acres, is located on the mauka or east side 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: 041. More specifically, the site is located adjacent to and immediately north of the Pualani Estates Subdivision. There is a self - storage facility located about 1 /2 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 46 -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 54 -lot subdivision located makai or east of the subject Gaoie maps Save try. Go gnl Down iced Googie Maps on your phos +a#go*gle,com /9mtn # • +tad h • tam ` 1 • _ tt� � r "' £h am 1 Wa l Dr 1 \•,,,, - , • PWg . 1141°44114 fut li •" of • • i . sC r . ', ,,,,, .. . .. .. , \ Subje Sit 8 r - i " ? 11 v w , � 8 g 1 • � , w ,qr Figure 1 • 1 0_0 F . OP" i m. m iu . , PoE;. ' J • to) M 9r 1 'd °� dl" bl ~ u ----.- • z, PL ^Y i t .. _ r 9 �i. • a °s a • g _1 • . s isso7.,:•,;... b I b 0 ��,,.. .� q h `t ‘4) to U • i• i 6 ia n " _ e Ce F b N ^ v.€ Mi . • : 1 w 1 :::. t �� � 3. r.. . a ro . a �. V' Mp, 11 R ' a ITV / kE 1 ail ., ( i ,- ..4.0 il . • .1 • • • \ • • .. :1114 w %I .. • .. 4 - • ,4.- • - ../ ' .T . ,... . ‘ - 4 a k r SUBJECT W . a N , 3 PN psv a . SITE _ e • a 1. t a iF I® v�1 e 1 .. f --1` t.' ; mp. 7 . • - p Ar 1 1 e �_ / Q . I ' = . �.' B ono c� . -.,- ® L__� • t RI ' �• ©- 1 1 j { t. i 1 \ ,,,! 4 .. •. ! 4 O e ' h /� O 3 .. :a k \ e } l J. i f d .. . It / g' ® r t .. i 1. 1 0° rb ` oa © / / .:s •. 'dYt 0 e _ �� � . t) G N � p 2 fr Y. i .t �. • .r.. 2 (1 i; 1 o 3. • 3. \ 1.- . I NI •,.� - = 19 Q , ' • .9: • ,, P k .' o ;' O` i i � � .1' • h • • 3 s y 1 , - 9£6/ aunt 'Tby Pd' : 47 4 34 F ash m - ,tap 6 wwnr,• g nnrny, deW rrot rw./nas• a f.. •;N'sxz x w.. e a s +E ;F •� . 's�. 4 .xRR R n � .-'r8 °'= w .°.R+°... S6t� iY'r"�o ' .p,. • a -'S 4 z aa caa 4 : 2- -A ' §a -R Figure 2 • ! , OH 1 2 H _ d! 1, 13Z klim I I 1 ' Lj 8 g , 2 0 ' Illtii a co WI [._ 1 0. i i i 1 .':. 3 k iblio t 0_ v , L D 1110 r ' , 0 < , - ,_flk i■ 1,,,. eigroAtrs § ,_ ,:- L9' Z 7.1 j \ ' i tIE WI- g Z 8 (7) . ., m — , , . grog MI: .0 • 77. . , , • i ,.t , 4 I I I . _ - • 4. I ,-------- • - IS - 54 ., e'' 1 , L I ' % i V ,-.. -•.-,.. - ' ! , , • I , ' ,Iii't I I .-:,...' ' • , z , 5,4 , ' , 1 ' / %IA ... 1, , T L , : . , :•-- , I/ /1 / '( i••,Loh ,10 • ..' Z ' 0 g - V " / i ".• 0 • ; r ; < Y o 0 - co 0 g -J S / - „.,::. I , . ■ - e Iiiiiti ip . , „ . ,, , al / • i I • ' r- 1 '. ''''' I . ' ' C) ' : , i 0k i 4 I i'' .., i:, .! -,•Y ,, I i ll • 1 r..-i ..§.,4 e §I fi_ §i.,_ ga -r -I. - 1 -- I, ' : 1 1 / , 5 '''''' • / .1 ; ..,,., „.„ r- 00 b .0 / e. . 1 q 4 / 3 4.1 66 53 3.99' V j ,n, "..-- - ----- ---- 1 ' ...,Y , j. ., C ao Se ■ " _ , , ‘,.!--• ...„, . ,,,,. , i ,, - , - N. 4 ';:," . :, 1 1 V a3 . !.1 i I ■ f k / , Aus- . • ' . . , 1 ... i „ i'. .s il 1 \ §,' ' / ! „ e. ' 1 . ia - a: 7.: a. is - r,,I su L 0 -. .' ,,,- ■ 1 4/ '1. j '11 1 ' 1'*” I ' '. 4' g t4- i 1 4 1 61.1 9 4 'L I 3 11 l i '''. t •-.' I I Pi , / , ', :'-'.- 70 30` - SI, ia -. 1 4,, - - MIX?' - - .- ■ 1 1 - • -I I - d - 41■1_7 ' IL . Sr - -. - ''..-L...ST-7.,.2L2g"/1=4;;= " — - - TiF —. . ' . , ..'41 7 - I -- '.'" . _ , : •,,,, ,_ ...1 v 0 0, . i 0.1. _ i 01 j , .,,,1 it , ..,,,. / f,1 1 \ 1 i ' \ , . r 4 3 ti ;'". 41 4 ‘.4 '11 I, g i '14 1 1 •/5 j gi I .e: q ,g,i . §5 - ' / i ( t. !!'' I .o. ''' 5711 MT/ 6581' ',..,' • 4 . , 7_11_ `i• ... D 2 . " 2 I s . 1 [..,,,,,_ i ,____ _ _ _ ---s — - , _. — .!. 1 / " ,. , g . 3 • - , „, „.s-r ','"' I. - • : 1 '' 1 1 I • ../ . • :. .,,i ,v ! ;: s 4 . 6 5 , 4 1 i hj 4 .,,i it - 21 ' .. i ,, M r . kr \ . . igl • , eitv 3 a! 11 l ,*, .‘: / 1 i .' " I i j r , ■ -I : 4 \ 4 / ' g..... as.21 42 e • - 9 4. n --......_,...,,_ _ _ ' , V... ". \ - _ _ -_________ 1■ — — _ — ,— ,, . 1 . - .. — - : —_ - / . L„. , ..:_i_ • ),,,,a 0_ / / 4 , -P ' I. 5° ...," , / / ME laap ■ xYad h . 5- - - * - - =I ; *rod. • IF 30romm ■ -------._ li ; \ p . -. I' / - ----- -T-1-••'--- - 1 i 1 , .• CL IO . - . / .. 1 , • r: , _ . _. .,•,„__ ,,; -i- 6 117.i 1/ 11 i / ig 1 1' b , I .. / j \ - , •: s - 1 / , , I - I -I Figure 3 site. A proposed subdivision map depicting both of these proposed subdivisions is illustrated in Figure 3A. All roads within the proposed subdivisions would be built to county dedicable standard, complete with underground utilities. There would be two accesses to the site. 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 subdivision 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 west (TMK: 7 -5 -17: 040) is also being planned. Passive recreational areas adjacent to this channel consisting of less than 2 acres are also being proposed. (See Figures 3A) 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 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- and 60 -foot wide rights -of -way, 2 FIN z 2 0 z 0 1 0 5 7 0 in> 0 x iiii 0 ■ g 1 SE -1 5_ Ii °%■ 1%k ' I 6 ' . Ill . I 1 • Itt-M- NEM i - cL. it i t i ii ' ir I -,-------'--,■.-...- now 1 - \ c - - .- r pie ilivirrntiw...._,,,,..„w -----_ 0 oh= .........W"------- c v c --->-- - - - i ' 04 9 P 6 • MN -- - - . ma(17-- ---unip..-- I __----_-_-__ _, ____ • --- -- m.: -- Atioy — ----16-40.- .4„,_ _.......,,,,.. ,,,ti......____ -,,,,,,,,.„,.....,,,, •,t4 -'-'--",•_..,,,,._. ------__•:•--1 40,...&', 4 .-- A ' _________-_- ," „.0a,••=.......- *7 ' '''' g i E O '' e r a .......I 1 3. ArAr - 3 '. r 4' '' ' ' . _. 3RIAN R. COOK ...„ . f A t i ) g 21 r. .. \ ce•41.1,_ -• i _......., ••--,,,./ 1 i' )' - ' I . A,i , "7 ir/ r ‘,.. 1 ,0 1 ,AT N---- 7 . 4,__•er VELOPMENT, LCC I 4 0 , r , . 4 ,,.. ,sir ,,,,.. • / 0., . Wriiir i re , i 8! 12. 0 11 o ti/ q yr pgr: . ... 1 11111•11111ki-", .40 .g :''''-- 3 --. -7 --____",,-- I t , '''', ,, . -- , ..//4,,,, . „_____LF _ e / -;- r.--i , --. F.- 4 , #i /g gi/ITV ..b. ' 7 .• ---- ■.___,', • ;' g! .,./.; f -4 ' - T11,• - •:•' "- S I". ...- . 33 OF 4 '. ii / --/' --,-----..---=', / -..„ ,-......„; .., ' ,... . Alifinit?" ' 7 "' -; ' '.,_i_. j-- .-L\' : / Pr ". - r -- i ' , - - - .----., , ,J, j ,,,s /kw 011 ., : ., - -\- , , ,- ------- ,>-:__------- -- ' % r • rer Il• - ._,______ ---- - ts 7 / id -------, I ._., • f F ,•-• /-- / \ , (-- - r,- . ,..larvituarapajwm.-Al . , ec o_ JIM - < i„400....,...itillellerAillinalsor■Ilist.WL.,ir -..,- i ul A V; 0 10.9.27 , - - _,ffimmorairMIS . fr 70 • " . 7-n•-•°- . ' 2 - " F il k - .S T- AS 6 it 1 i i 7 0 r 0 0 I I 0 • - - 7' " 2 - 1 1 El ' - - - - - -- '''"'"" I ' '.----. 0. 1 _."Twe, _wiry r . ii ; se\ I :Pr, --.., 1 " 1---- -- 1 -- - ■085..=.. r 709 , 1 ' ) . . t iit.i, 451;1 0.,-,zt,__4 ‘ Akfi i — 1 __. ... _....- r ._- , ., ,s,. /- 1 ._ j 1 ........9........8„, .. , 1 ,A- -- : s , / --; IF lz, 0 _41;,,,,1111.\5\.1.0621..._s„.....2: : 61 211 l -1,1 , , it : ; : . . .._ ._,r,f. : ,.,,j‘), ' k i i i 1 i: :11"\ \ ; ..1 4 4 % -- ?, I / / , ),./ r iii 0.! g 1 .',Z; z : • , gm ,d, mi, .-.---• I I . _ . ,, I • - 1 t, ! . . b.i. *4 ;m Ve.. 11 . . ! ' i' --,g1 te ..?. ' - : ..._11 , .. -.1k ,,, .41 --___, I * 1 JKS - PARTNERSHIP, LP 3 ,14= - 7 - i 4 ) 1 61 -0 . Atrk\c r. r ;IiP ,k-,4 r • , , „,,,...\,_ i „ ..`..,_ 0 -1 ■ - -...V. , 4.41* a - 111 ''''"- c ...-, r ___ - s • IIIV ', Itit■-....---.,_ s 4 \-1 t---- "IT r1 01 NW I 1 IV (54 LOTS) , ;--'' g5 tl 45 ZI / 1 1 I- 1 - . ' 111111111 U 4 atitil I' '' r I -quo_ . 0 Lti:.,..i.....A:„... ....„- r 101:11k ' ' 1 .......--........----.....,...,___-,,-----■,------_,-------- 6.. ....■ " "1 1 =41i101441111.11 11 . 110 - 1■11,,,A.... -.- , INIIIIIM4 -------- --------- ----- —4 ____ L _ -- _ _ —_, 7 -1____AAp if ,,,tr:- I 7 f ... QUEEN Figure 3A �J - okra ° !gip ■ �� Ida � tta "ii o IIt �� tibST■urat. 414 gro, imillIPArk•iti ••• -•*ftt 414/1111111111111/t pi � a liki I Ij� II IIjj ei �T IIII i1 bA ri 1 I . 4.rillitUtapimi lit v., 1 PkAir r ■ v 1� 1 ° 11 , 11• •:•1111 ��I�►• •��% !No tWiltio., * II 1 P t riPla' y Future Alii Bypass r 1. H PI 111111..„% H tml di , o i tug 4._ . 1 rig . k i s • ti i f e i § r: n��I go� wr e, • allot ■.�'1 # ` r in . 6,..1.6,./.,-;:,,,,,,--ii\x,_,- b., .,,o ;. b ., ,• y za �� �P.�.� � •. 11 11 NM*. r Rwy4 , li , • Mkt ,4 i •t s :_ roazIFlil ic Mir IP Ira. is Mir IPI r a. , 4* WO #4$ , AL-4. • • . Figure '4 g Nz u Fri S v o N M 2 _ LP E "! y o i =` ' s I 5u ¢ j ?, 02 c =,; .. 1 i �i j I I i r .E,,,,,----,,,,,,, *A, ',..'' - := F Il y �: F ti f _ � � ttr -. . �i 1 ; I' I I ,erk ' ;,;`.1-, 4 4 16 4 111 Mia t .,.. , , , , . - , ..,,e4 \..,1.. _. .. ttlyp r 3 kti t .:; 1 0 o i I i‘c.?` Ant, . I I V If i '"' t l I ( � f a I i , i t .,..,.._- ,.,.. 1 ......1 , _ ,_,, E g m O tt4ok � , r ,,,,, , ,--A,, > - t F'� r. 4 tewrs ervme AA 11 4 4 xb 1 '^ I Q \ \ .'" il , 1 1 , , ,,i, ,, ,, , ',,,, ri„,,,,,,,,, %,k,,,4,7 it, ,,..,,,:,,,,.,;,, ,, ,, ,,,,,„, ,, -- , Q a , ::-.;-.4.-„, 4 ,, _ , -I ,, , ,,,.. ,, , ,,,,t1, t i t _......., i, ., ) t,.,,%,, An , ' 4 \ - 7, , w4, 11 F [ F - 1 trr + i �� l 'a r} 4 n >,v FS vC 1 - ..,..� T3 . � v�� .f ' � " s,.+..: � -nom.- 1 I I I 3 g a z —a r 7 Figure 5 — t cq - - - s 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 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. 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 by the County Council during the latter part of the year 2008. 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: 3 (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; • 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. 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. 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. 4 V. ENVIRONMENTAL CONSIDERATIONS A. General Description The 14+ acre parcel is somewhat rectangular in shape. The property is located generally 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 lower or makai end of the subject site. Two accesses are being planned. The primary one 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 Tess 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 Tight 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 5 (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 90% 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 the northwest portion 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 subdivision, the applicant had a drainage study prepared by Lyon Associates, a copy of which is found in Appendix A. In preparation of this study, the applicant had a topographic survey at 2 -foot contours performed. The survey extended from the extension of the Queen Ka'ahumanu Highway (Hawaii Belt Road) up to a little past Hualalai Road. Based on this study, the consulting engineer 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 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." (Emphasis added) 6 ,... 600 .520 / V" 476 • I , , t i " 1 inageway Splitflow HienaloliDrctittageway 3.80 ' ,t5r.). • • od •-.,L 0 ' 33D 340 ' '' r . . l'S kr ! gi,4 I; ..`, - f - VO ; • oFVE, :-,,,,,: ' 280 300 0318 LI 11 50 0 0 0 1 ..g.- s ZONEX LOO 40, TO . Cu/vert • .• .s. : 1 6 ' 1; 1 1‘ P. 1 ■9141 • 4 • 6‘Z .4 • ' < 10 •f21 In . AO' •‘.. °RIVE I . •(-.' 4 a i; • z `i.' 1 , . (4 . . • • . . . • • I: .. ,•• . , i ,5,,, 77<„, . <,,, .t. . ,i. , i .9040 620 1 ! WairthaDrainageturoy Splitflow No. 1 ZONE X' ZONE X 0 • -, 0 : 0 ZONE X 0 480 .504 470 4904 ," 2 , 5. `,..---• 0 7' • 1:. . ZONE X • ,. 7,;47 0 ZONE X 0 la i ZONE X n i;..I4 61 '52 4 - '' 7 , % 1 ( 478 Culvert .. ,' ,-' ZONE X \\\ t • ,, r‘`. •1 %, ., 370 \''''',\.•,, 1.) ........ il:( ( e : uh511 • ° 1<g .0P9 ' taut Drarittageony Splifflow No. 8 X ZONE X G 20 f, BRIAN R. Z•NEX ZONE AE 100 40 Wafaha. Drainagewa ZONEX ;/".'-' ' . ' , ,•,••• ''',.‘,---_,;-,-/' l'h „ • • ., " i357.. . 6 CIP.■ COOK .....„ 150 ZONE AE • ..,, ' .-"' °Z. . • i i p 380 L ' : I. ''''',*.,,,, . 1.7_9. . • . : ' ; ' :'. ' ,— 1 / 2 , 0 LIMIT OF 6b ' / FWODWAY vert ZONE X ,,,., — ZON EVELOPMENT - -- - '1 ' , •• : • • • ,I .;,4"- 1 .. - ' ' I " . 2 324 ' 1 0 -...,,,,.:- .,,,' , -•., :-, 0 . i . , ZONE 1 ' 166 0 ZONE X I''' - 0 0 J s ,,, i 2 120 0 Culvert 0 . waiahapronag6way Splitfloto No. 2 PARTNERS, LP _ i c 320 Waicha Drainageway Splifflou, No. 2 • 0 1 .5 I KEAUHOU - KAILUA ' . ' MIDDLE ROAD V i 5 ' ZONE X • ZONE ,',.,z.,;; - . f, . I ZONE X 144 [0926 I ZONEX i „ I • ,.,. t . k . • it '.... Figure 6 • . , • 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. 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. 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. 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 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 and the adjoining property (TMK: 7 -5 -017: 040) by Glenn Escott, Thomas Wolforth, and Jon Wilson. The report, dated April 2008, is found in its entirety in Appendix B. 8 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). None of the sites recommended for preservation are situated within the subject parcel. There is a cave with burials on the adjoining parcel (TMK: 7 -5 -17: 040), however. These burials will be preserved subsequent to the approval of a Burial Treatment 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, the site has been cleared archaeologically, and there were no known sites on this property that required preservation. In the event inadvertent discoveries are made, however, appropriate protocols will be taken. These include stopping work 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. 9 1 KEY • -SITE TAG LOCATION DICE '- = 6 ; _ -W - -SITE 26608 PERIMETER ' 26617 ` ..,... 26614 .. , \,‘ 266 ' 6, ` N , BRIAN R. COO 26615 .2661 t.DEVELOPME 'T h T537 :,+', O 26611 , p i S 26613 x �26�610 26616 +, Q � d 26642 ,, ;AI i 26609 -. 2660$ 1 � �' "- , va t F� // .d w J 1 2660 -4,%" N I'S -t2 ■ .J - I � X043 26602. = D y `, Ro , 1D 1 . t • ; N i 26599 • o ` t ti 1 , . w: E /1 ` . 7 ' t C.44,. I Aft. +, • 26601 26597 26596 ; 26595 26600 ei S 26598 JKS ,_ ..� PARTNERS, L • , ,,,. .,, >Z 9 8P6 ..4113 E . CORRAL 0 , 0' (P � � � + 0 20 40 60 m �■ ° rte I Figure 7: Project Area Site Location Map. 1: Figure 7 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 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. 10 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 Tess 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 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 11 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 Tong -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. 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. 12 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 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 4), the planned road within the project site 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 development east of the subject site through the subject site and eventually to the adjoining property to the west. 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 south onto Hoomama Street and continue makai on Puapuaanui Street. The Hualalai access will probably be quite minimal and used only as an altemate 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 13 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 44 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. The applicant will still need two (2) additional water commitments. This 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. 14 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 within two miles of the subject side, as well as the planned Innovations public charter school generally north 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 15 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 project should not result in any significantly adverse short or Tong -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 Tots in the area, this project will have an indirect Tong -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 or other resources (such as botanical and avifaunal) would not appear to be significant. However, there are known burials and /or archaeological sites that are being recommended for preservation on the adjoining property. 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. 16 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, none recommended for preservation were found within the subject site. However, 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 Proiect 1. No Proiect 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. 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. 17 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 Tots, 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 Tots. 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 Tots. 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 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 18 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 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 — which are found on the adjoining property - 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 19 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, 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 less 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 20 • 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 compatible with the surrounding area. There are single - family residential and multiple - family residential zonings within %/ 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 3 /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. 21 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. 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 22 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. 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, while there are known significant archaeological features on the adjoining site, those will be preserved. Any other inadvertent finds will be addressed pursuant to the requirements of the State DLNR -HPD. 23 Impacts to the surrounding areas would also not be significantly adverse. All required infrastructures will be in place by the applicant. These include extension of Hoomama Street, drainage channel improvements, and 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 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 not have any known historical resources that require preservation. 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; 24 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 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. 27 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: • I.YGON 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 1 Introd uction This report Ag y is provided to Brian Cook and Dan Bolton in a review n of the Federal Emergency Management enc (FEMA) 100 year flood delieation 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. 0 ,e0:1 le A! ` - s 4 ; ea f ' ` i � r, � � aa1 � 1 Al, h� a ''''-''' " 4.' F 4 �al�'��� � � �' � � )���'4�y"anh' Y 4,1T9 '( „1" :. r• `a ' R; ,�ty, ∎ *'''..114r...--,- ; r ' 1 r , rR,p`�& damp 1. "�tj" r { � bf f M � R �P ,;y '• E 4r, v m: • r � 1l '''' � y 6 rA - . - ' , y' , ,f ' 'Y 'I , - a •r ` R,. " 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 eased on the United States Department of Agriculture, Soil Conservation Service report entitled "North Kona Flood Plain Management 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 HEC -2. The 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 "0" 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 .ei _.-4 v 11 _ A f 1 _,.. ir r c: ,,k; ,.. _,..• ,,i ,,, ?, ,A,,,,,,,.„„......„,,,,,,„„,,,,,,,,,,,i,,,,, .,.„ Ili ; II - - , i - ' ' 7 4 , ' . ' 1 "•-• e ",./ i - ' 'it''''*'''''''iV , 4Vittit . ‘_., ‘67:.N./1 qk it 1 s- i /, ili, , , :i. L _ ,dt„ .,., ; 3 , 3: it,,,x,_ .41, ,. - ",%! Os/ ''' !IA' F ' ' \ 3 .t , _ : -3, ' 11 "" ----- 3 ' • 4 ‘,.., r I 7 ' ' ' ) t \ ' 7 .. ' '' ' ' i -- :c.:4* l -- ‘474%710.A4 ' `.� :,�� j'. y '�/!T� {F slj Il ' Jr i tI 7 F ir f #1 _tT" - .it � II, CI, ...1 t % ± I i ? .� 4 Ili:, �?t1 � Aare '4 1 ... y 14 '' ' i f. cl .%) N` / -. ' z I , ' 0 : 1 '', r ii e : i fir - , , .,- , , Iff • ',":" l'hizw, , : 1 .:. l it fV +� 4 I }'`a � as `q- u e .4', ` ;1 4+`�`i ~,� . , ., k —, 'Iii � f i i ,,,, , i ( , ' 4 ,::: h y - 4 Vin, € r J p' 003„.„, i..s,3v,iii.„ y 6 4''�i y''k `. ' I s �• l am „ d ' ! '� — it tt . 4 ` e` h 4 r� j,tc tr. 1 r ' $ 4 I '� t u ° F ' ",6 . °ate • ►y�+ \ -' '1,1 , t., to, 0,,, , ,,J : .‘ 41,..,*.t,:tei "" ' „... k., , , t 1 ",t, T ;:ift::„ . ''' '''' \ , ,' ''' • ik ' ,A •„ _ .L „,, _ ,,,,,,,,,, ,,,,,, ,„, ,,,,,,,,,,,k,.. ,., ,, .,.., ,,. f..- , 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 spiitflows 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 • • - t - I . 1 1111 J. 1 I il i i t i 1111; PI il 1 1,41 i- 8 ' I 1 f illAI I II 1 11- 1 : L I P I. ' i ° i iii. j '41/ 1 pi!!,1111111.1 g. .i: g gg 21 1 I 1 2,, 'I.1 At! i =111411 It ,I li i 1 Pill 1. ' ill 4 0 lib ii gill ,iii 0 •iii. i," N- 1 sd o .,. ill 1 IT l a, .111 iiiii! !gate. 1 lip il I i d 1 ihiii 1 iii ii iii i 1 1 .1 1 :ii i iil l ib lio i ili i 1 1 g 0 11 1, " 1 II ii 11 fitful L i . i, 0 • t I u. 0 ° i i o ' f "Vc O ' • ' 1 1 0 454 e )) k ) ,,•.. 2' I ' ' .° 1 T ' \ - "•?" , 0 L i .‘ , 0 ,. '(1 ,. i ■2'6 ''''' ' . "kr g ',,,' ' .. 8 '1 ,:: ■ • 1: j -', ),'',, \" ° \ g ■U 4 t '' \ ,■'\ 1 " ' \ti 0 ii y I - 1 i 'LI 1 11' el 1 A ..• A A trith o,.. 1 1 i >\''' 0 V ',.` II / 4 . . - (AL ' , L l'01144,■ 4 - • . '., , \ 4,i , II• . :,'V , ' , , e` ' , -- - 0 - 0 - 0 - 0 I i. l j . S e . _ >,. r.: I w o. a ; 10$.1 4. O N - •- O M O O O O 0 0 r - 7 - .0 O O O O O 0 .O p.y v • • • • • • • • • • • • • • • • • • • 1 • d.d 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • E a 01cO.- 4Mu1NO OM03 r A , t j M GO- C' .C\- 'NO• -� ' • 0 0M 1'- CM .--1 • O 01 r` M O1 O '.D r- �7 u1 M -4 t0 •7 O ,' '0 O : ` a • 4 .-t N -7 ' 0 01 ul 10' r- N ui .'t ul .t CO 01 0 ul Ol .-1 , «' ', 4 Q • J • r-1 r-1 .-1 M M .--1 .-1 1-4 N N N M t ` 1 ` J • w 0 i r . !/1 LL �• w - 2 L. m a M s.D r∎ N ul 01 00 M CA r-1 �7 .7' VD -7 CO M r` cn 7 N O •-1 • c O r- 01 O .4 O 00 r` M O. O VD C.... M in d' '.D �T 0 .t V:, O ,, � w .-1 - -* OJ 1 N ••••/' .D Q1 ul ‘Co s.0 r - N u1 • tit Ch 00 OM O vl CM r-1 ' ® ' , U. i : � - 1 1 .-1 .-1 M M .-4 1 -1 N N N M 0 1 • • 1- N ul al 00 M 00 . - - 1 -t -r vp .7 0 0 M n C M �' N O • (, u1. o • • • • • .�.1 r ■ r� OH O .- r o a r- M CM O �D 1` M u1 N .7 � • �t 0 �7' �D O 1 .10 ad.. • r - 1 .-1 N �7 VD CM ul '.D �D r N u1 - ▪ ul O1 .7 00 01 O ul C M ' -4 i - l7 r-i •-1 .-1 •-1 M M r•1 •-1 •-I N N N 01 y 'S y 1I: 1 •r. Z ~ d 7 • JL : • w.. z r - V0 ul �7 r 1 N N N. r - r - 1 O O N �O �O - � -1 M %..0 u1 u1 2i14.... o M N 00 0 0 O. -1 MO '. O ul M h. OD 0'. 1 r u. CM '0 u1 r 1 " �• •.' - r - 1 .- 4 r-1 .--1 .--1 .-1 .--1 1 I': >; F 'f Z Q o w q r , r-1 -' r- Oo .--1 u'1 O 01 M '.D CM '.D 01 ■ . 01 N CO N CT CO 0 u'1 r ' e C z w c O N r- -1 01 0 M 0 h. t• , X) ... t0 f` 0 r- r i CO i W aau O '.0 CO •D M M N r` r- ....1- 0o M M N M M u1 N -4' -4' , i T A M 1, I I li . c` x-- 111 O o0 u'1 v1 O 00 ul O O M O O O O O .7 O N O O CD • o w tll r` u-1 ul O . -- 1 ''t M 0 CD v:3 N r- . ul M •--1 0 r-1 u'1 .4 O 0 tr'1 V i; -4' M N N r-1 ' -i • 1 . - 4 N r - 1 N • N N r - 1 .-1 N N .-1 . -1 ' -i .-1 2 Q F ��. Z >° �., u1 ul ul • O ul O O O Cl N N N 0 0 'O 0 0 0 0 0 0 0 • w o • z M co co •D O '.D .--1 '0 O u1 In O u1 u1 in tr. O u1 1!1 U 'S u1 ul 1 1 d a M CO 0 � ' N N M M 0 .0 � r- r- r- U'1 u1 00 ul r1 0". kg c • V a • ,-4 -1 N N C I N - .I 1 N M M M ul ul • 11.a............) • � • , � 0 vl o 3 N } l7 0! • 0) aJ V 1320.11 i t Z OD 00 0 . Z :h co O 0 w f D z 0 t~z z 8 O '1 r1 3 ct t . LIJ N m c3 A w :� r c9 x r-I ti � 1a y ` �, o w C.) A w U.. r, x )--I ti . y 4 LA .... A A 4I LLI • cd a w RII C1:1 t/3 3 aL LU , ■ h' 4 r w N : ' �}: ' {. • . I AVM3OVNIVHC VHVIVM p., • u IH 'AlNfOO IIVMVH 4 S31IJOad 00011 AON3OV1N314130VNVWAON3D ]I'J31V1:1303d 0 4' a' 0 0 0 N f 0 • M M M M M' N N N KMWENNEMEMMEMINNUMMEMENNIMMEMENNEMEMEMEMMENNOMMEMEMEMMUMENUMMUMMEMEMME MMUMMENMMMM!/!r/.!!!!!EMMOMM! air!!/. 1111 !!!!!r!r!!!!!!r!!r!r!!MEMEMEr!i 0 o EME MEMEMM!!!!!!! r!!!!!!!!!!!! rEMMEME r! !!!!!!!rr!!i!r!!!!!!!!!!r!!!!!! o O o o a r!►!:! Uri!!!/! //.!/!!r!r!!!UMMEMMEMEM 0 0 !!l 0► MMEMEM11 .MNMNM.MMO.rEMMEMEMEMEMEMEMMIM MMUMMEN.MMEEMN.11.1MEMIMMM -+ _ 0 0 0.. • M ME HOMMEMMEENUMEEM EMEMMMEMrrEME1Mr1MMr.1r1MEMMEM ENIIMr1MEMMEMEMMEMONEN .- LL 1 w W r o .i0\.UEIMMEM1N.MM.MEMEMr.N iii!! lr NMMEMEMMNrl .NENNMENNUN1.MEMNMMM1.N111 s s m w.f- MMEMeU1M111r...rlr. iii!l N../ EMr 1r 1.r MNrNN .EME11MMEMMEMMMMMMN1r...MNM1 < < .y Q Err• Ulf. 11.N. EMEMENMr NM MMr M1r.r 11111 MM..M.0MMNR.IUM•M•M1111101E11.M.U11 Y . w W < y p •NE11. 1EM EME ii! lr. rE.... MMMNN. MIEEMMIN EMMMMMNNMM11MNMMMMMMMMMMMMMMM.NN Y. . 11ESIONME\.rNM.EEMMMrrl iii!!!!! 1. Or M. M1 EMMMINNESEMMEM1rMENSUMMOMMMEMi g o ! 1 - z N M EMEM ME MMM1111111. Mr 1.. 101N11MEME11. r1r EMONOWEENNNOMMMMMMMN.M MOM MMMMM• z m co c+ 0 i!!!!!!\ EW EEM r!!!!!I MEME N!!! i! i!! ii!!lliii!!!!!i!!r!i!!MEMMMMOMM &VIZ= 0 011M.EMMUMMEMMEMEMMNM. iii!. llMOO1NM01rMr1NMMMEMMEM .1EMEMEMMEMrrM.r:MMM w I MUMMEMEMEMMMEMMEMEMEMMEMEMEMMMEMMEMEMEMMUMMINIMEMMEMMEMMEMMEMEMEMMINI .1M1 -i rr NNEMEMUMME .111NMOEMMEMEMM.M..1M1 1111111 rMMENNEMMM.NNNNNN1i1NOMi I .r.MRMMMMIE17EE11.rMMEM111r■ 11111!1 C1MMOUMr111N1MEMMEMMMN .MMMEM11 M1 rEMN I Co M.. Nir. r..r.r r . MNiE i.. Nr. i.. M.. Nr. UEM MEMrr .r.r.M1MMMENM.IM.MN...rrEO.. I a 1. 1MMEM EMME1 \MNNN.Nliirlr!lNEMMEMMEMEME MEET .11N.NNN.Nr..N.NNMMMMNrEMEME I EE rr am MMMMMMMNNNMMMNNNNNENNNE /EMIEMN I s i Emm m/ mmeumam,omm mmxamm Mmmaim®r NMMMMMMMM MOGN.1Eaim35SMMMEEMMMEIM IMM =MM -- - -- - I -- • mmmmmmmmmm\\U1.1.. iii!!! 1. 1... 1r 1mm mm mmmmmmmmm mmmmmM1.1.MmmmmmmMr1NN1 NEE. UEMMEM IERMNNNNNMEE MMNSUM1Miii/!!!/! ■MMM..EMNNNEUMMNMNNENNEENIMI.M1 I 1 iUMMEMMMEMUMMMENUM..EM.rr10E.. iii!!!l ENEMMMMMENEMNNMM .MM.MEMEMEMMEM1rr MENNUMWMEMWMPIRMEMMENUMEMEMEMENUMMMOMMENNEMEMMEMMIIMMEMEMMEMEMENNMEMES ®®l.. a® iNalm ommu m!!!!!! i!' rt tY4ol .14mPG'Pr amPdP.FCa1?rmmi air!!!!l itiiiir! !i!!i►e67i!!!rilliilii!!u!!!m! �+ 11TMEMO O.RMEMMMEMMEMEM®air®MdMMl, !. E MOW /Cl�EgMWME dtl�WeeMEMENI !!!!!!rillesomii!lrili i!!!!!!!!!!!! r� P ii®.® IS iM IERI ESE ENM.I$®®e.® ®'A'AAAIMAIMID /.9k [®B.-C !Imo ER IMM EMMVUEMMEH OEM BOMM ESS®®! IZ® irmlmMMTEMO mGNNEMEMEM ENN E! llria !!!i!r!i!!!EMMEME!!!!lliii!!!!! ; ®m¢�e5W4MMM3MME®® _®EMommm ®m mmign mr� e® memmum am ma mmrmlmi mmEmlm!!!!i!i!!!llriersellm mumme! '. .-. ':' r mmli AmEwel alm'- P�'szam ammmoe ' -a mL� ssmi m®m ® ®® ®g ®- -mmimm mommam emammormr®®rrmmllmir!®rlem!!e!r /1111!!/ '®mammist ��Vpamm - mmmumm eal umovigucI:®IIA';8�4a[gammumm am Malmo/® lim mlmoommi!!®!!!lleeere!lmeleli!! 4. •`IDOJI -. , C'Iimm®m'9Bi,mmumamommo CI. e' mamm sammam�1!®! /.®r/®m® Male/! i®! a !/!!!r®!!!®/'!!e®Id!L'0�lll.t. k : *'pB wmagu a ®knoma masm nzammumummomem® ® UIBMnumommu mmumummeamr®/!®®!a!!!!e®r®!!e amm ommawmammElmi ! a �t � i1malommosaummai ®m®,®.mmumms MEEMEMB BE E MCE MEMEMEMEMM MEM h- I ,e;11 final ®Lt ®iumgme•'_. _ mm ® u mmumum®C® m omm a mm® mimminmmummmi ommon 0 imnsamiamm omma®mm®®rmmmessammusaamr® erg® rirlmmemmrlelmlm! !m!!!re!!i!lCrlmieli!!lenlei!!! , ' 4 1 1 1MBEREEMBEEMEMEMMEMMEMEMEMEMEEMBEMEMBSEMEMMEMEMEMMEMEMMEMMEMME MMMMM e!/e!!!e/!r!!!r/!! AMMEM.i>EMEMEMEM EMEBEEMEMI r!® eel® 1111!MB EEMEMEMEME! ir!! i!! llierre!!e!!!e!!e!lrrlMEMEME!rr leer®EMEMMEMMEMEMEMEME EMMEMEMEME!e!lerle!!!!M Bill!! !!rlMEMEMEMMEMEMEMEMelilr!!i!!! vxmcoCC�C®C1 ammemmimmummemmmommommommi mommi CCSCCCmmom CC ! !d am ' 0 CC memin iiiCCCimmansmom ummummimmummi C ommommim CCC °immm°ECC Q CCCCCN M 1 ' M. C r1E 1C1. 1ir1u.. l ................... M101NiiNO NirMiiNMNNNiENi 'iiiiii11.iNiii11rNi1111Mi11 w 1111 :.rN. 11111 N 1M11irrNriirN110111 N1N1.R1.MM1N.N11.O.NNi rr.MM11M1EMN1.r111MNMrrrl.r LL ll 11111 ! i�1r1i1' iiilr ■Ni1iNi.iiiiiiiiiiiNiiriiiiN. 101011. NiiMllMiiOiiNNNiriiiiUrliiNiiiNii mmiummCCCMCCCCU�rCCCCCmmummimummommomCCCmmon :CCCC momm CC MCC m O lM.rr 1. le!/ ii!!! �1!! r !!!!!! a !!!!!!e!!e!MMMM ME!!r!!!/INEMMEN a CCiiiiiiiCCCCi mmumm \ �1. C °mill w MMMMMmomsmo i iiiiiuiwuzrimommu iiiiii C p I iii 1111.1.11!1. \ INEr: �Ii .1 M 11.I:N1111MM1NM1111111!!!l 1111011E ...NMrMMMMr.r Z CU. C•m.IUNME..MM 'i E 1 01.......rr 11111E N. EN /E /...E.........N.N /..r.r.M.N Er NENrrrllMrME� : NNE. 11.. 1. MENMr1.■ 1. .M.1MMeEEEN.11r11...rMr.e11MN.N x rir.N.riliil.Niii mniu niNs ummm.NriN.r.rrriUiimium .ummu .i..riiiiNMNN.NN.iiNiliiii n a M 1Mr. r1N1U1r1M111 ■Mr.7111EM.EMr.EEENR mEmmim 11111. NNM.NN.ENNNE11r1MEMrEEE1MNeU01M .EEMEU Z .....r. r11MNNNii ■MM1NNrummelN.MM1011mmem 1..111.! 11111111! .i.......11..ii......1.C.11...! momma mumm111 .■1mimmE..rr.Er1101MENNr1001i 1111.. llmmimm ..M0M.ummu1r11r1Mr.1M..M1MM.r w 11111 ... 1 !.. 111...1. 1111. UM. N01r .rr11111.M.1N1rri.NNM11m1.1r 111011 .immmmmmmmmmmmM1 /1.l1..... .0 NEE.lair!lMME M /. 111. 1 //.1.11 /!1!1 /.!. /. /11!!11. /1...l1..11..1r..r1 /...11..1. Z I M. Nrrr.. 1N. MN. MMEMOMM. r. NN.I M1NiiiMM11NEMMENOMEN. Nr NIMME■ M1.M.N.NN..rlr..MOMMEMNN.NNir.. Q ......1110E111111E MEMEESE.EMEMEN.ME MEMEMEMEMEMEMMMNNNE .1.01..111.111..1..!.....1.1.1. F. !!11:11 111. 1E MEMME M.Nrr1MMIMMEMMENERNMEMMr1Mr11MN 1111.. 1111 ■IMMEMMMrrrlrlN.MEMMEMEMMEMEMEN - .r.r 0 E. N .EMMEMEMEMEMMEEN 111.. NOEMEMMEN1r11111NNO .lEMEMMEMr11MMNNNIM..NNr114 0 . i1Er0N1rr1M111rNrr .N11.110E.1NNOi1rrlrri mommommimM11rM 111 ■iommummiumNNrr.O.rlMlrrim iii.rlrlrimumN1 mmum1NE11rEummu r01NNN1r. 111... 1.. N/ M1 ..1...111.1i.....i..1....1.i.. 2 mmmummummimmummommumumminummimmunimmumummommmEmmo MMMMMMMmomm EEMIEE/EM.MrMM.M rrE.MNNiN M MNNMM..MEMII rl\ii 711 .. 1i. 1. 1MENr NN1MOMEMMEMEMEMMEMENNSO10 .MMMMENNUMEMNNNGNNNNNNM w 1 .. 1 . 1 .. 111 .. 1 N. MMEMEMIM MEM EMMEMMENOMMM111. 1.M EMM EM.N010.rrM.MNMM11M.00MMNNEIMNM .ENM.Mr. 1111. 1. EMr. E. Mrr 1MrM .MENNIMMENNMEMMEEMMEMMINIMME .rOMMENE.M.1 1111 !.. 1 ! 111 .ONEMM.NMMEMMEM. 1 ..1.1 /11!11.. 111... /.11. 111.1 .11E /./.11..11r..1.11.1..1e1.1. 1111 1011 = 111 .NrNMr.l.rrM■■1.11mummN.11E.N ummiEM1rrlummo 1 !11.1!.1 EMENMMMMMMM MNME \1EEMOMME1.MEMMEMEMENNMMMMMO 1MEMEMEMM ■11111 /MMMMMM..11.1.1UE /111'1 • MINUMEMEMEMEMENMM ..rr.UMr 1111/. 1.rr 1EM MUM UN■ 1r 00. MMM■ r.N.MMEM...MEMMEMMMEMEMOE.E.EE! a 1 UMMEMM 11 r 1 NE 11 r. MENUM EMEM1N\71r1E.r0rEMEMMEMMr.M. MICE NE■ OMMEM .MEM.1...NMEHMEMMWMMEMMMEMEM MMEMEMEMENNNE MENIM ME MUMMMMMNMMMMMMMMEENNE. N. EN1111111MNNMNNOEEE MENUMENEMMM =M �MEE EEMMEMENNENEMEMMNNNOUEENN17MM1� RSAMMUM 1 r Mr EEMMMMMMMMMMMEEUrMr ENNUMMMEMMENNE111NEE1MM. MOr NEr MMNNEOM ■11.M1M.1CM.1M.1M.11r1G.MrWMEM ■r1rMENNEENENMEMNNNUNMMMERMEN ► 1,11 1 EMEME .MEMMEMEMM.MNNMMM SUREMEMOMMM EMEMEMEMEiiiiiiiMEMMIMMM .ii.iiil.M EM.i.MEMEMEME r Niiil 1 . MlMEMEMEMMONEMMM .MMONEUMM10EMEEEMMEMOMEME 1111. 111 E1EMEMEMMNMMMMEMMEMEMEMMEMMEMEM Mrr 1111 E 1 . COMM.r MNMM. r MNNVIMMEMEMEN rr1NENMEM /M.1MNM.rM..r■.r.MMNMNNEMEMrr..NM.11MM.1:- MMUMMErr 11111l MNOrE 1E /1M..MMEMEMEr.M EMENE....M1MrENN11r.1NEEM :MME EENrMEME1UNMMEMM.E a 111111EM11MEMMEMENMSMM.MEMMINME EMEMME.1111MMINUliMl 111r 1NNEM1 !ll.MEMMEMEM11ill1MMM.U.MEM I 1ENUMEM.1111l..1M. 111. 11111E .EMMUMMEMM..EMr.rERMMMENMM NNE/ NEMENE .MIMMME111MENMMMMM111MIME MEW MMEEMMUMMEEMMWMI air. 1111111 Mr\ EMMM. MI NMEMEMMM111l0E111100ENUMMMENUMM ...1M1r11EEEMMEMEMMEM r Mr.r ENMr NNr. 1111 ENNMEMENNUNEMENNIMMEMEMENME REM. EEUMEMEN UM1 .Ml1.NM.MEMENNM.EE..l1M1..MMIUM ■ENUMMEEE MEN. MElNNME. MNNNENEMiM EMMMM/ EEMMMMMMEMMMM M. MEME MEM .EMNNIOEE.Nl1M MOM MMMMMMMMN.. ME NEM MOMMEMENNMEMMEMMl . 111111. MN.r NMl1 .NNMEMMEMBEEMMEMEMEMME!l1.li! EEr 11111E1rMMMN. /M.r1. NICE rN1NEMMEM1EMMMMMEMMMME MENNEMe1MMM.NNM.EOMEN 111111 MEMMEMM. MM. MMEEEMMENMUMM lUMMIMMEMO NEM ONNUOM MEONNOMONNNEMMUMMEMONNIMMEMNNMEMMINIE 1 0Er 1Nr MMEMRMMEM EErr.NirN1EMEMMEMEMMMEMME 1Err NMr NNNiNMMNNEMMENMIMEMEMEMEMEMMEMEMMM11rMNN .MMEMUMEMMEMEMM NNE.. MNr Mrr Mr MM1E MMSUMM UMMr M1rr NM1EMENEEMEMEMEMEMM ..M.EIMEMMEMMENIMMM11.MEE . EENMNNMM MIME MM MMMMMEM. rMNENNN U.M 111E MEMMEMMl.EMOMMEMMMMMMUMMEM1MMMM OieMMMEMMEMNNrrMEMMEMME1NE 1 111r 11 NEMOIN IMM1r 1Nr 1r.r ENr 1. N. MEMEMMEMM .N1r.ONMMNUMMr1ENN.EMEMr ir 1111 lEWI IM M1NNEMOMMUrS1M1O. MNlrMEMEMIM11i .1MMEMMEMMMNNNEM1.1.11E.1EMEM1r 1 rr.MMEMEE.MNr 1111 MN . 111111111MEMEMEN1 .MMEMEMMEMM.ENN1MMEM MEMEM 111 MM iMM.ONEr1N1 EMS. O. E. NNMU MMEMMEMMEMMEMMEEMMEMM1MEMEMEMME MEMEMMEMMUMMEMME 111111. M. MME1111rrMEMEMBEIENNNr1O .r.M11.E.MEMMEMEMNr11MEMMEM.1'A r.r.l.E1 1111..!! M1. MEMNOMr MEMENUMME EMMENUNN1rrrMEMMEMMEMMrr N EMM 1EMMEM.ON.NEUMMEMENUMMUMME M • 1 1 ..rrr.r 1 Mr 1 rrrrr. MMEMEMENNMEMEN .11MMUMEM1E.1M.r1M. 111111E •Ni.MNilrriENEMEMErllrr.MEMEMS .r. 11 EMMUMM. UNrr 1 MM 1 MENNMEMMM1 ..1111!!!.!elr1EMNNl10 1111!.! .MEMOME11.r.rr.1MEMMEMrErMMEMME .N.rr1M1111MEMMENOMNMNEO.EMMM 1 1 . r1E. 1N. N1ME MIN M1. NMMEMEMM111111MMEMM .MEr1Mr.M...ENMMEMENE .E.m1M rrME. mummommmi MM1r M mmomm .11MM0M..1M1Nr1.M1.MMr.rmommo NN rrNOi r.Niil1..11l1 mummr11CMNrr1MEM1 .M11e.NmMNENN111 11111 .N.1.011.rMEE1Mr.ENM..1mumm 1r. .NN.MMl MODE i.iiiMEMMEMEMENOMMENNU.NNON.IN. NOR. MN. Nr1M11111111r .rrMEMOMrEIMMEMEME11EENMENNE 1 � 1 EMEMEME 11 E 111111 E. rM. McOl. 1M10EEMEir1E. MIMMU MMEMr1MMMEMMEMMIM MEMEMMMMMEMEMEN1M1N11.NN . M. M.rr. 11OM110111 !.MNEMMEMEMEMEMMENOM.1M11!.!1 MEMEM111. itMUMN .M.MMM11MrrrM..i.1rMNNNNEMM O s b .. q: Q. 0 4: 0 i? m 0 O a N 0 O; co O 7 M • M M M M N N: N. N N (0A'JN•133d) NOIJVA373 • I �, ..,,t _. so u.,. _ 3 AVM39VNIVUO VHVIVM EL u IH "A1Nf1O3 IIVMVH d . s311 OHd 00011 A3N3`Jd1N3W3`JdN IVA3N3Dll3W31t/k1303A O O O O o 0 a • a v a ° a a mm■ommoe seam■■ mmmmmmmmfo■■ mmsu■ s■ emeseemmfommmmmos ■memumu■emummummm w msmemsoommmfeoeememm mfefmmemefeffemeeeeeef ■e■finefmmmmomesemesefmoseomm eee■ eeeee■■ me■ emseesse■ eeeeemm l\smesse■foeeeme■semefmoe■■ ■eeee ■eeeeeeee 0 0 eeeeeeeeeeeeeee :muosose:f:m:::o■efmsf:fm:::f: ■eeeeeeee ■efsf:smeeffeefe 0 0 0 0 z eemooemmeemmmfsmmmmemmsfsffommueuoeofofmmfmmfssmfmmmmm \eeeeeeeeeeeeeee 00 eee .eeee..eeeeeeeeeeeeeeeeeesee► NIKMOe. eeeeeeeeeeeeeeeeeeeeeeeeeeeeeee LL LL _1 -1 0 1 z fummseumm umsesmsm om se seeesmmuu uesm fmsfoo ■essmeemmmuumeuoemmee LL LL W V O ummmmmseomemmffmmoumsmemmmmfmooeefefeemmme eemomffmsemmfsumms ■eeeeeeee ¢ m m mffoefm■ eeeeeeee m \ rsee ■ mofmmmfineem■■ esesfsmefemfsfsmmmeoeefefinememmffm■ W. w Q f w Q .....m..u.......m mfmmmsmmmoufmfeem l\ sffsmeseofsmommfinefsmemfsf meefmsf w emsfmsmeuomsemem WWWWWW mmsmfmWWWWW WWWWWf mefo■emmffmfee■uemee■ffoefoms >. Y > } N eeeeeeeeeeeeeeeee emmfffffffueeee■ e■ ■meeeeeeeeeeeeeee■eemfete■e■■ M , ¢ ¢ ee eeeeeeeeeeeeeee ■ eeeeeeeeeeeeeee►\ eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee .e o € 8 mmemmummin mmeemssfmmmmsssommoemmmssmffinemese emeee■■efeee■■emoso z ° N fmmsmm ammo eeeee■ ■fee ■■eeee■ ■eeeeeeee w mmoemmmmosmmfinesoom= smmeumememmfmff\\ mmmemfmmfinemmmmmemmmmmmommommomfmo 0 momffmmemueemmmfmm mmmfineffffefmuf■ mmemsemfofeummmmsmeeoffmmeeeeosmo W I fffefffffffeffffefffffefffefffeeffff► offNeee■efeffeee■eefee■ffef■ee■■ee -.. memsemmeomsmfmmsfsmmmmeemmfsommmommmmee\ Iefffffeeeeeefeeeeeeeeeeeffffef mmmmssmmmmemusmmemmum em ms em mmm mmumeesmmm mmmueoommmfmomsmmmmmmm I mmof mumm mm mmmmmommmmmmmmoommm: mmmmmemmfinemmemmmmuummmmmoommmmoeeemmffmmm I uusfsosmomofinemmmfssmeeemmmfsmmMoUssf■ sssssffffesesssfsesfsfeefesfffe I I -� fussIIsfeseesffsffss Ifssesesffs► �feOsessssse ■ffffssefseeesffeffe IS ��uanousfmfemeuuummusmefm I r . , ..® W seee■■■■feeeeeem ` mmaaasamm M WWWWW ee ® ■WW WWWWWWWW WW®e■■ss u e uuuuuuu u s ®eeee■ee■mem { . SWEEME® R ®® ® ®® ®®®®B ® ®® ®MERE®® ®®®REMEMIorsE NIEMEsueeeeeeeuuNWEE eeeueeessfeeesss IMI v mommomm mmunownallammummosualamagigammaganoistimmEmaimummummaimmommummummm eessueesuuff use * ®®.'sca mmmuumummamm utmummsaaugamenam ® ®s ®►w memmusa ■ eeeeefe ®sffsffsufus ®us■feuuaeem 1 , osi ®u 000 g li m g mum n ®9maummo® air ®m: ®:o:® ummummammEmemm...• .. ©EEDEMOU IEELC6nWEMEAC2MUMUNWOM OMU MBEMMWMMEI MMaEWMWerne WWWWWWWWWWWEWWWWWWWWWWWWW ®s WWWWWWss see [ ©CJMEOUD DIDE H7EL^ dCrEUED OOMME EE EM M® UM DEOME MMt7MWR W® MUMMEMW WWWWW W WIWWWWWWWWWWWWWWWWWWWeef■■fffue r 5 C3U©EE JO© OE lMi3®UE.]f]fa'1OOMM ®L ®UM ®ODOE AMMa OWEIMMOOMMWOMOWWf ®f ®e ®e• _ ( MWWWWWWWWWWWWWWWWWWWWWWWWfffff WOMODMOD©O©OODCOLrlk`aCr3(• OUME 113 ®LiIEOME M® NtGOOM® OW2QU®® V® WIC3M WE IM M2 WW- OMMOMellWWWWWWWWWWWWWWWWWWWWWWe O Cl0 000E UUM ®G3F'UODOE;EOCU ®CdCt!t' BOOM EMEGUMOWE IMMOE2MMMtnMMOWEBMWEWI .OMMMOMMWWWWWWWWWWWWW®fWWWWWW efo COMU EOMM©MMODOMODOOEWEEM® Ora© UUMBOU50Emo0EMUMBRUMEWWWWW WWWWWWWWW OWWWWWWWWWWWWWWW WWWWWfmm x OBWO COL© DEMOU ©ODMOU- mMMEUMME0200n tDUBOMO®Ma__EMWRIM . aEMEMEI MMOMMEOWs ® ®M■ ® ®®e ®tl@s ®E®e ®Lust® 1- EJDOODGUE MU Lori© LAUN IMEMEE® EMBOOMca® OME MOEEM UEO® EsIrl aO MMMUMMN IM EEM MEMMOMON ® ® ® ®®MEMUMMee ®auseusf 0 , k r[ 8GODD SGO 7U r3©UOO®ME©EOMM!® DERMOOMMNTO MMEWWWW W2MMEM 6MORMWOWWW WWWW WWWWWWWWWWWWWWO:OMW . O . ©Me'S7fJs7LD€51MELit a31M17MERROMUU7JLaJE"saERW M MME, H®" M, MEU® P9€ ai81' S$ dFl®M UMM ® ®R_O ® ®MeO ® ®®fee@IWWWWWWWWM(i MEUMeeeffe eF `+ :O6dRUE LFAG7r•. lOZL ,fEtirml"O®OOMC'7LMAG 7 EAE3 @'HE67EOW ®EMLAR.d*u'9P'EUMMME APBRIM MONEWO MOUSE ®e ® ® ®e®N ®ffeMe ® ®'Efffefeff W ,, ©oLDE Emmomommmoamsgoommoimumag um. ammammx mumoma' ®mmemmumwmimm sums ®sae se.ISmsommummem ®seefffee ' ' UO MEO UM E MMN E f & U OVW WW S IOMBEEMO WWW m®® WaW® WEasm WWWW ssEW�ss . ®..®emeum®mmum.um®ameemmmomusm m w O �r . .. '. 2 ;5'`59iYF76EEa5F�EE 7��73J®®@9611ffnale ® ® ®®f3�B�'9fCtl®d��f ®®®f®m BM flee■ i9Yffeffeefeefefffeeffeffeffeeeffff 'w . � � EMEEE s.Osflr MMEMEW M .Mee®muusamman €e® ®®® ss® umm® iusussesuuseesseeeeereufueefeseee ■ a t pl asmsusi Sm ®mwemm2se memo ummummmummmumessummmemmom mommemmsuummem mmofeuseofmuemeom m:o F ■ ®e■®gs ®mEme■■mssmm ... w e ®®Me® iii %Moroi ® ®NE MI ' : ii i:i :: :::M MIO NE I M: :i: : ::: : f : :i :MWM r ewes.\\ ■fmmmuoeesfemmmes■fsom■ use■ o■ um■■ eeem om eussm fin eeef msmosmmmemesmsmuemmmm:ommusmmom ,� es eeeeemommmmmesueesmomummms■ eesmmummms■■ emmmmmfineemoossfseoefmfmmmemmsmm feemom omseo■ finessm■ someemmmosuoosmfmmumommsuem.mmmmmmmmm memmmesmmemmmfinemummsffmsommm mumu m w 0 mmssmmmmmmmmmmsmfmmemfmumm fmmmfussmm■mmme toms fmfsemwA mmmee■ emmfmmefeemeesesofmofmfinemosmos w m so ■ mommemme■oeeInimmmfeme ■emmf eemmmo ■ m■ee■fffeee IWN w ■ m u mmmemfmmemfumummmmmmfeome: mmsemmmumm000smmmmmeeoMS NM WWsmmmmmmmmemmmmmf ■mmusmommmem ¢ ouefmsmf■ ffffeffffffffefefffefffeffefeffeffffffefeWWWMOMMINIeffefffeeffffffeffeff ■ee fief ■ a fsms■ees ■ es■ em oom e■ f■ efsmf■sf■eee■■■umoeo■e■■ee e f u eeee. ■ ■ ■■e ■eeee■eee■eoe ......: Z muss■/mummummmmemmmemmmm mmumoommsesmm mmminiu omsmmssmm ■more■um ummm ■ msmsff msmmmmemomsooeemmmammfeemu000meo■ e■ eseeusemalm m smefm■memom■momfineommommmemm:e n = semmemofem■ osmesmmonemsmsmmufssmemmeomommsmmmememomem■ mfmmsemmmsemmmmmmmmusmsuumfmssffmss w 2 ■ ommmmumemmmefmmmomosemseemmsmmommu muemufsssme■ ssf ►�mummesffsfsessesfemef■efsffus ffCsfs mmmmemsommomommm�fmmmummmmmememmsmmmmm sums ommmemmsm ■mmueeemefmmmmmeemmmmmmwmmmmmINm MI mom w me emmmmmemmemoms meemmsmummemsmmomfmmm emmmmmme■mmeme'ma mfmmeeeemmmmmmmmmmmemesm mmum■m■ U efeee emesemeem memmmeem smfmmmmseeem■so m: mmmef■ em. mmmmmu .eme.ofeooms..meff.fofmsem■fm iUmm mmsssuooseossmmmmummommfeesmmm■ left / fleete mmommfine ■m►\env■eesomsmeeeeemmem minemfmm■em Z oosmemsessmmmeffm■ emmmmoumfmmsfmomss ■emmoemmfmmemsmomamm osm omsmsfmmmemmmem a ■ mooe smmmesmesossmmmefssmmmuosmosssofoommemms■ sefffffsfOeasefessssmseemmemsffsfsffsssssfsf am momm omeimmem■ mfmmmmmmmmfmfmmsmfmmfmmsefmmmemmmmmmommmummomoemmemmmemmmmssm =mmmmmmmmmmmm w o OMMENUMMUMMEMEMOIMMOMMEMEMEMMEMENOMMEMOMMOMMEMMEMEMMOMMNMSVINMENMEMEMMINIMMEMMEMEMEMEMMOMME mmmommu smmfsmssmmm■■esome■m■smommull se■mom■e■s■■sou■of►\mam momsm■mmommmues■m■s■mmefinee. a fsm em efssem fsm ofsm se■ emm sssmm soffmfsofosfem fsf000mm esseem fe ■csemsmmemmesmummeomoffineesmems I-- etutME. smmeemseffmmemsmmffsmfineffefmfssfffee■ ffeffffffffffOMffffesesee ■m 0 MMENEMMEMEMOMMIIMMUMMEMMEMINIMMOMMINIMMIUMMEMEMMEMMIIMMENIONMOINSUEMMMEMESMEMMEMMEMOMMIMMMEMM fffeeeessosssuoffofmsesoofffesefseef_ ufsfefssfsfsosefsassemfs ■msff■finesesfsofosffeMMI sus 0 mm■■ mfffm memmffinemmmmeemoumefe■eumsm so■ oe. fmffmseefummmfsmm ■MAMOImmsefusmfmm■sooef ■ mum moss• ■■■oo■emes■msmm ■se■milefss mums ::::p ::uii o ::mo eose■ssose■m■■■eeesm■oe■eeeeef u , MIME mmmeue mee■ mUU'■mm mm mmmuss mm memmm smmme fs me m...o. ss mmmf. mmfs emmme■usmsfmfs.fss.e...mmsmsss mo semssmm s emf■ ■ ffesm smm sfssaeee mmuteMseemmffsssfssmeemfm soMmusmnsMfff■ffffffeff.feeeue ■e aMMEMMINMEMMEMMENOMMMMEMMUMMIIMMEMOMMEMMEMMOMMINMEMEMMEMEMMOMOMEMMERNMEMMOMMENEMOMMEMEMEM fmm efMum effmmfe oommm: mem sm esm emmm s: mmmmemmeumsmmmmmfinemmmem 'm:emmum■emmommmememmmmumeeeof oeef■ esm mo■ s■■■ eomofsu■■ eofmo ■m■eeeeme■eo■o■eeef■eeeeeeeee eeeeeeMMa ma emu■■eeeee■te■e■ eee■ eeee eesmoe mo ■o ■■■■■eemeee ■ .eee■eefinee■ ■em ■■ • . ■eeeeeemeeeeeMm emm■mmmommi efe■■\ stem■■ ■.�seemfmmmemos■eef■meose■eesae mummommumm m :' ufmmm summssmmoms msfmfmsmmmmmsfmofmmmfmosfeu mmmmmmemmmmummmfsommees■mmmmm ■ . mom smemmeemmm \sumsommemmmss omm ommmmmmmfmommimmmomfmm►�mamefine mofmmm�emem mummommommimmummummommumommummummommummummummummummummommimmamm msmm moms moin. ofsfsumffemusmmmee■ ofem■ mmem ■e■s■e■mmeemsmm■meeemme■e■se k ■mums.emmmsmum.um.u..see. moo .sm...oum.ms..e.mmmmm.mmmmmm. mum .mm.mm.m■memmm..mme...m...mmm w m■■ eeeeeeeeef ■■eeeee mum ■eeeemf■■■ eeeee elms\\. f■ fmmmoo■memmmemesfmommaem■■ee■m■ muff mum■eemmemmmoemum ummmmalummoms\.mo mmummmmmmmem■■ mums ■e■ ems ■om■e■e■e■mommilflee■ mommumminismommummimmummimmummommmmimmummummimimmimunimmuilmommillsmsmommi MEMOMMEMEMOMEMMEMMOMMMEMMEMMEMMIUMEMEMMIOMMIMIMMOMMEMMOMMEMMEMMEMEMMEMOIMMIMOIMMEMMMEME MUM moomffsmf■ sem sssmmmmm uofoosom eem em f■ efoemeeemoomfosfee ■mfefm■sfmfeoomo■mffesamf■uoemm ffs MMOMMESIMIMMOMMOMMEMEMEMMaMMEMMEMMIMEMMEMEMEMMEMMOMMUMNOMMEMINIMEMMEMMEMMOMMISKOMMMEMMEMMEMM f■ mmm mmeme mmmuumusmmmeooeuum■uum■ ■ummufmo mume. e. ee. eeeeu.. e..ee....emf.e.sf■\m....m...... w form m emffmmIMINE emfefufmmmfineemmefuemes mssuusm000ufmoosemfsomssmmmmmffs •0111M MERWIMIOrn om mmmmmmmfmsmm■ofmsfsmmmefo■■om film use■ fesm fm oemessemeeeesfosoefseome■e■■■om ■■ee■e■ee ■ : ■ mimmommummommommommommummommummmommommummilmmommumumminammimmossymommommum mumumminnummummiummuminimmilimmommummimmommimmemummeminlmmumminummammemmimm minsmommimmammommommommummommammommilmummummimmosommilimmumimmummuusammomm mminumminummommmummimmimmimmommilmmonimmommismminnirnmmummimummommormammm mmmmmmmmummmmmmmmmmmmmmfmmmmmilmmmmmemmmfinemimmmm ■mm ammummemmm met ■■ ■■emmmmm■mm masm■me■=.- .6. . p ro . to' 1' 0 0 0 , c O o ow w a. a a a a m m • (06A9N 133,) NO,IJ VA313 I I AVM3OV:NIVk10 VHVIVM t o o • IH 'AINf1OO IIVMVH c . s31 330Uvv d 00013 A3N3Jtl1N3I DVNVWAON3M1314131V11303d 0 O D d N 0 up to 0 1f7 +In 1 MMOMMEMMENMEMINIMMEMEMMIIMEMMUMWMBEREMONMEMMUMMEMEMMOMMMEMMIMMOMME °°°°°° t,,,,,,,■., r,,,, NN°° �I■° e'U,N," ■■r ■ ■,n■■■, ■'■ ■r' ■ ■,■ ■ ■ ■ ■■,■' ■■ o 0 0 • 1111 ■°°°°°'°N,°° °°°°°°°°°°'° 1�■°°°■,°'■° °°°°■■■°■°°°°°°,°°°°■°°°°°■ 0 °°°■ o 0 0 o ■N'nN N „"" '„ �M ■,■,'11t,■, tt°°° °°,■■■■ s,11 z ■■11■■■11■ o 0 0 o z ° NN°°°°°°°°°°°°°,°°°°°°■°■ II ,, It'r " " „„ „ ,t■ ■ ■r r „""■ ,,, "'■ °°■°°°°°°,■°°°■°°■■ t,11 ON■,■ l'■■, II ■, " „, ■r,,,, ■s ■■■ ■ „' ■t,s, ■,N, „ ■„ LL LL LL LL w v O MMEMMEMOOMMONMEMMUMMEMMOMEMMMUMEMMEMMEMEMEMINIMMIMMEMEMUMEMMEINIMMEMM N,■ M■ r„ t■ n■” rss„■ t' n■ 11” an ,,,,,,,,, " „ nt ,,,, " ,,, ■ „ "'tr „ s < • w < < n ■ ■„”, n,,, ■,,,'t"11 r„t'r, ■ I t 11„11„■,,,"■ ■ 11"11 s ■,,,,", ■, ■, 11„11,,,” iui1i11i1ii111i1111i111uiii` ' 1i: I� ;1111iii11u11111iuiiul,11„1ii1u1 p g s . 1 ¢ - m J °°°° „° mmumo °°° ° ° ° ° °N „■■■■t "Iummm ,Ntt,11■■,■'■rM■■■■■■■■, ■1111 z �7i Li H U I ,,,,,s mm mmm t"„■„ mmm mum, nt ■i " s,,,,,t, „,,,,,,,",,,t,■”„ w mmunimmommumemmimmommommumminsmommmmommonnsummennmommommilmomm .j MEMMEMMEMOMMEMMINIMMEMEMMUMMEMESUMMIUMMIMMEMMINIMMEMMEMMENNEMEMMENOMM N,■■■■■■ '■■,,, rN„■, sN, n■■” "■r11,s,,,,,,t■■„M11,,,,,■t,,q'r„ • n SMIMMUMUMMIUMMOMMONMEMONOMMMEMMIIMMEMEMMINIMMMEMUMMMEMMOMMIIMMEMMOMMUMM °°°° Nt■ N, s,,,,■„N„ N°°°°°° It°■■° ° ° ° ■° ° ° ° ° ° ° ■ ° °,,, ■ ° ° ■ ° °°°Nq °N °° ' 1 I rae ostmro m.m m"'■1■i n.■1........ .l .iii11uuiu••:uu.5 • :•i•11:' u Oi .. _.. r -. M,,,,t,N „N, ■ °° NS”„ t,,,■ NM, n„ nN°°°° tl°°°, N°°°°°,° Y°°°° N°°°° ■ °N°°°°°°°°°°°,°°°°°°°°°°■°°°°° N 1i111ui1111uu111111t:u ,:11, :1111:,111111111111111111111 , ■ 1111111 :' 11111111 ,N,,,,'„ MU , Nn n,,, N"°° MIN IR N,,,,,t■„ N,,,,, ,, �°°■°,N.' �°■„u,,,,ie,N" ■ , '11M N,, , ■,,,,,■„'■,„■11N „ t"•• ■ ,,,,, ■■ ommo1 ° u•u ° uu�ui ° l•1 1 Ilu1mu11�1i11111: :1:°1:°111■°N11 ■ ■ ° ■ °°°■° ■■ ■° 11111 iiu ° iiiiii ° N 111 MI i ii IIII I M i11 M11 1N ■111 1 111 „ 1111 1 ■ ° 11 ■� IMI I I I II M E ° �1 11° ° OIMI °°t ° ° °■' MNMIIM,°■■°,N ■°° r ■ °1 1 ° ,H11t , • 1111111% amm 1N1111111 �11 •••1:1 0 t■,,, N„”, s,",,, s",l,,,,,,,,,,, it„ t'°°■°°°°°■°°° °t,,,■,,,,s,n,,,,,,,,,t„ „s,,,, ,e, OMMOMMEMMEMMOMUMMUMMEMIMMEMINMEMEMMIUMMEMEMMEMMINIMMINIMMEMMEMMEMINMEMM iii °in°iiiii ° tl,i ° iiiiiO'iiiiliui ilMEMMliii ° ,iiu iiuii°, il° tiii °■iiii°liiii °,iiuiiiiilii° ■ii > ,,,,N,M MN ■,,,st, „N,■ r, s„"■ t„ II■„” t, N, "■„ ■■„ ■'••, ■sn ■'11,t"„ ■',r”, ■t"■, N m M „,,,u „■t,s” „,N„ ■N ■t „ r■ „ iH /I, ■t, ■11 „„■,,,,11 ■ immum ,N■,",■mommommomm °°° t °°,,,,■„ t,■, s, s,,,,,,,,e,, ,,,t,Immsmmm,,,n „UU,,,,,, ■„s'1„ i,t „n",,,,, " ,,,, s ,,, Q ° ■■° °■°° ° °°' ■NN■■,, ummm■■ ■t■■■■„■,",,,'■■ •" 11,11 ■ ■s ■'■r ■,11■••■ ,,,,", „ �i'•• ■, ■w■■■■iNV ■NMM ° ■ ■! ° ° °° 1111 ° °t°°° °N°'°°••° °t°°° °N IMMO uN ir r ■mirsom °° mu mmummamm iliii om 1 mem ° ii i 111 ° 11 1 °oi gN■ ■° n■ ■■ °° n ■°■°°°°■■°°■°t°°°■°°°°■ ,- o ■ MO N ut ° tiiiiiiiuu u ii °� M °►e11111111i11� u °iiluuENIUMM n 0 ■■iai °C illi1•. •••11: l:111 ■ °° ■.■U• ' � 1 °11\ °ni 11 :1111 W 111 1ii1 ■q■ ■ ■ .11 p■ 111111.1■1:■ 11111:: 11111111111■% 111�i1i11s\■■► v' A'■■,, ,,'t ■ ■ " ■rt,nI■ ", ■t, ■, ■ ■ ■, ■ ■ ■, ■ D I ° .11 ' ° ■ ■°■■■■NUCT ■t ■■ °°° ■■°°°°°°■,■\ �N�,t!//■'■■°■■ t ° °N■■ °■■°°°■°° qlws, t „' ■,,, ■■ " ■ ■ " ■N,nt,tinN, ", ■ ■ „A,e \mil ■■ ,1111 " ■r „1111■ „1111 ■r' ■ ■ ■ ■ ■ ■q ■ ■ "■ „1111„ = o 1 111 °° 11111 ■ ° ■ ■�1 ° 11 1 i11ii1i1111:::: 1 ■ ° 1 ■ ■ momma ii °i11,�°111 z ••°°°° 11t,■„ Nt11,,, t, NM°°, 1,■'° N ° ° ■ ° ° °N °\,°q ° ° ° ■ ° °' °°° ° ° °mmpmmm mmmm°N11 °°„111°1 w . mmimm:is?i1:: ■:: mumM:i : : :::iii mmummCii uEommom omm Z I iii emmoiliiiii,�iiluiiiiui 111111° \ o i memumiuiimm 1-- ii,: 11111111° 11u11111ii1111111111111111 ° i111111ii111 '11 ■ ■i ii m - 11111 ° IMMEM i°MEMENMiMEMOMMEM i IME MiiiiiiiiOii ►iii °■iiiiiiiiiiii °iiliIMMINU E 0 ME fl11 1iii■ omi uiiiu iu ° iuuneu,mu, m t °° omme m111 11 m i immos ° ° ° ° 1 ■ Q 11 .11 °n ■r ■■■■ p fit■ ,,,. , I li,m1iu 1 m n„mmmmm•nm•mmm � iimmmmmm mmmm mmm . i m im m e i ■ e ° i ii • ■ omme i • U •UU• iii •UU°■i i•U•U UU liiii: s ■ ■■s■■ AMMM M I N IMA INENENEE i EE MAIM SIMME I 111111i1i1ui11 ° ■11 uuiiii11:111i111111ii1111i 1 i 11 1 1 i11911111111111i11111iiiiiiiii SWIM • lii liiu i ", M ii u1 „' t,••., ■'n ■■„'i11 „t■■",■■„ "t■ ■r N■,„ unim uriiu ° ° ° ° it ummiiii u 11iu u,iii mmomm mmemom i , iuii °■iiemomem°iii ° u„ Nn,,,,■ii u"ir,■, 11■,,, 1,,,■ r„"'■■," N” '■ ■■'11t'ti „'11 "C ■ ■,111,M,,,,,■umm n moms ■n°°C °° ■'t t,11,,,,,■,tn,TN'n, nut",■ r" , ■ " •11111 • ■.t. uu.u1i 1 11 1 momm e i t.......... °°°° mummummumai,,, "Nmmmumm ,■,■rs,■t■,t■■ 1 '1111 ■s■■■■ ■111111 ■r■■, ■■■■■■■■■■° uu ui1 ui:•u■ei._■�■u i mummouummomm umm ommom uiiiu lii mplim1°iiiimommi um ■ N ■ 11 ° °° ° % i i = ° ■ ■ ° ■i 11 i ° �II M MUi il ° , i ° UMEIln ii EM Nn, n NM■ s'Nt, ,,,■ „,N, N°,MM°,N■ ■,N s, r„ Ne„ s ,N,,,,,,,,,,"►\■, \'t ,,,,,, '■ , ” , „ w I ■° nniit ,Mt„itu ■t,,,,,N,,,,N■tt'i°r■ m emmu' ° ■ °'■n °■°■° ° ° ° ° ° ■ ■t°°\i t°°° ■°°mini ° °i °° ■■,t" MINI,,, i MN „MMUMO , N„N,N,i,,,,IMINII , INIMMINN1 't,,,,,, ,■■Nt■,,,,,, „■N „■, ■ ■11■ ,,M,, emmumu,t ■t, ■N „r „,n, "t" ■11 mmom 11 " "s"„ ■,t • ■1111 ■ ••qq■■ 1111 ■■■■11 ■ MIE "■ ,° ■1111,•• ■ ■■, '■■ ■'■■■■■r „ ■■11 p N, t M ■■ „ ■■■■,■■■■ "IMIMM,MIIIIM■ ■u1,■■ „u ■11 „ ■ ■r ■,■■MUWEI ■11 ■11■ a 1"11 11■■ i uN”' ■, ■■n ■ ■M't••s„ tN„ 11"”„ Nt,,s omme 11," , ■,t,•, ■ ■ ■ ■, „' ■ ■,t.N■,,,,,■„111s \,ih ■mommuii1ii111:'iii:ili■ ommii : 11111mmommommourni mulom inessu 0i °iii °°°°■ i",,, 11, n11„ N"omm umm,■■ r, n■■""”, i,■„■■■ sr '■r„■11u■"„■„s■r11■11mmemum■,i■'■ w _ ■■■■■°■■■■■ i■ ■■■■■■■■■■■■,■••■■■■■■■■M a ■e'■■■■■e11nf °■11■MNNe■ °.9■ ■emomm mmegN®: . .. :,.: is a .,., ; ,: . la MMMMMM um ' ■e11 ■11■ ■u®■®tN®••cenamogre ■■ 1ss■■ ung ommu m■■mma mm ®mr1r®11■11 ® ■eemmos ■®mmmommanomma 1.��+®>r gma ®i et, flit assamummumammmommlgm� ® ®®® ®®� ®S ®s®�s'- ®�a+IKIMM s ■®®�a® OSEIMM®MMEEM1 0;110 s� ®m®E ��° rt .,,.. Faammammasaaau1&EfliTamma ummaae ® FI�JEEMBISMIM ®?t1®®Rs2MMEIMMOM 9OMMUMENO'i;3M1�"OEBE` G i3G7t ®G�P.r7�`3. t9C'JPOOD'ftQ`u��"'. 0=0MIF ' : .+3 t Yi�J ' :, ■ ■RMAUE®Mr MMUSE®m®ga�a��a7UMMIa® Oran® Mmo�aN= MUMD® mI�L�MOUooOOM��ED,n0E 30® O;<1 ®o.]UUDEIOoEJEMIDrJ��JODJDE�DD _ g.T,L5 TOO' METENUfiT 'X113®,.iE1�3�.JEOMM®.:�EMMO- MEIMMO�J-"`�l©'MOL7E'] M 2On© L' 1�G3c7FSLSO€'' JL” �i' EJC']%1 OODE2cIC7, 0 ..]0'U..7i.7ODUDOVC . 1 .. y k amMmmonEa moo:loouna DoOM O , : OMKM0000;mOnno:unODe]D DO13= O,Ooe]O000p]�o�cO DOLICJODUO�u�JL,JUUJUJOO _ �. �Cu not2LlC3C'JC, tau UL7l7Lla.�' uDoup�DpuoJC1C]C'poo �Ut�]C]C 3C3JOna_poLI ppJowla Ji.1UL1JJuuuu 1U x-,_j ui:;a d ti CUopy m1LIEI swaa;: U L1f✓C.. ia.: .]u..Joo 1LiJJ °,1:__1JL ;_, LaJ :=1 JJJLuJ JJJ 'U 1 J1]I ^ • 111H I L ON MOldllldS AVM3OVNIVH0 VHVIVM • IH 'A.NflO0 IIVMVH C ' CD s31ifoaa 00011 "' ADN3DV 1N3W3DVNVW AON3DHRW31Va3a3A 0 o O m a N 0 m N a 1 .' a M c: moonMO■iilmi iii°■ ii.. n■ e. 1=. in■■.■.■■■.■.. ■■■.■■.■■■.■■.■.■.■...■■■..■... .■.■■■..■.■■■.....■..■■■.\........■..■■. .. ■ ■ ■■..... ■■....■...■.. ■.....■ 0 0 .... i .■..■.......■■ ..... 11 ..........■■.■ . ■.. ■......... ■....■.■.... ■.■.. 0 0 0 0 .■■■ n..■■■......■■ .. ■ u... ■.....■■.■■ ..■.■.■■.■..■...■■..■■■■.■■■. 0 000 .■. n.....■.■. i .. ■..■■.....■..■..■....... .■.■... ...■.■..e...■......■.... J - 0 0. o ..■.■....■■........ u.....■.■... .e.■...■..■.....■..■......■..■. ■.. x.■..■... n...■..■ n...■....... ...■....■....■.......■......... Q z , u. m W x ■....■■... e............ u..■.. n .... . .. ...........................■.. w < a a a ....... .....■..■...■.....■ II1.......... ■.... ■. ■...... ■.... ■.. ■.....■.. N .. ..■ ...............■..■■....■ 11....■..■. ...■..■■..■.......■......n ■ ■... >} Y Y w cc, o ... n■..■.■...■■■.. ■■..■.■..e.■■■...■■. ■..■...■..■..........■■.....■■. . .. n...■............■ x.. I ...■..■ ■.■..... ■.■.... ■........ ........■...........■..... au■. t■■■.....■ ■.■■■.■......■■...■.■.■........ z w. - $ ° 0 - ....■....■■■.■..■......■..■...■■.■■■■■. ■■...■■.........■...■.■s:i■.... W .........■.■■.....■......■... e.■ ....... ............■.....■.........e.. m .■.■ ..............■■...■.■..■..■....... ■.............e................ w . ■.■...■...■..■.■...■. ..■.. e.......■.■. ■....■.........■■....■......... • ....■.....■■ .......................■. .■.■..■.■■■.......n■..........■ I I ■...■.... i..■.■..■.... n. ...■.► 1 ....■... ■ ■......■..... ■.... ■..... ■ ■.... ..........■...■......■...... I1........■ . ............... ■............ ■ ■■ I I x.nn.■n■..x..n.x■xn x1u ■n■.■..■n..■nxn■.■.■■..■xn■x■ I I _ .... — - -- - n::niiiiniin n nniniin MMWE MUNWEh E M I I • . •.•u•• Nnanu mn•• l.■• nnunn..B•• IIHI• luuiuu.. u... i1. u. u.. l... ...u...u...u...u..u�i.......... Q ■.......■■ i..•u...■...■.... n... 11..........■ ........... ...... ■ ■. . ...■.. ■.....■........ ■ ■n.■......■...._... WWWW '■ nsW s sssEM W iiiiii ■ . i e .■ e E M MEMiN W EMWMMEMEM EMOMM ■ ii . 0 ssssssssissssisnwi °iii ui i nniiiiii ninnomnooiiiiiinssssssissssssisnsnisss i isssn Q, 4. .........■.n.n... ■. i ...■■..■■ eI■■ Ie■..■...■.■.■■.■..■.■■ .... ■e■■.■■..■■..... ■..■....... Q. inMEMMN. i Mm EMO iins WW W MW MEWNMEi► i � ILMWnii OMMOMiiiiiiMWME a . I x.■.■......... 1 .....■ n . n..■..... n. ■.■......■ ■n ■ ■......... ■■■.. ■.■ ME WWWWWWMEn= WOMWMWiiiiiniiniiiiiisIMMMEMWMEMOMiiiiniiiiiiiieMEMMEM iEMEWiiieinENMEMM m x .. ...■.......■ ..............e.... 11.■.....■■.......... ....................■.■....._W■ .■. ...■......... s...■...■.■.....■ U. e...........■......... ■■■....■.i....■■...■.■....Ws.■ .....■.;.■.. ....■..■....n.■.■■...a..&...... ■............■ ...■■...........■...vl.ri■ .x■■n■ ^wKIKALSNWWn ... nxnxnw. nnnsxxn .■xn■..■...■.xx.■..■..■unxea•. w ........■s.■■...nxi■ ■ illy......■.■ ....■.■...■.■■........■■■..■....� O sno=ii?'�iiiiMnii=iiiiniiiI?iin iiiiiiMMMMMRin ' sssssssss 'iiiiiiiiiiiiiiiiiiiiiiiiiiii 0 ■■■■_■ m T C 7.■■..■.■.■■..■■■.■EN OWE■■■ ■. ■ ■. ■.. ■.. ■ ■ ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■. ■. ■ ■■ 4 MINIMiiiiiiiMsnMM EMMEsssssssissi s s ss s ss ssissnsnasinssssssssssssssssssnssssssssssssss w n ssM .■■.■■.■.■■.. ■.■■.■.■■■.■■■ ■■ ■■ n.■ ... .■..■■■..■■.■■ M..■■■■..■■.. w nsiissC NEWE ►i sssssssssss ■ Isssss E N nWWWWW innniiiiininnniiin in iii iiininnnni ::M:i iin:'_:i . iiiiii. oiiiiiiiiiiiniiiiiiiisssisssssssssssisssssisiEMWOMEMiiiiiiiiiiiiii iiiiiiiiiM, 0 iiiiiiiinnisiiniinin iiinniii nni :innniiin�e i\Iiiiiiiiiiiiiiniiiiiisiiiemin� W s i sssiisi i �ssiiss = MM Essss ss sss ssisssssssssssssssssssMEMEW Ksss sussissi ss ssssssssssE W M 7 iiiiiiiiMMOMEMi. osssssisissssssisss 'eMEMOWOiiINIMMW WWWWWWWIKEMSOMMWMiiiiiiWEMEM niiiii w iuiiiiuii. oisssssss° ssi oississs mommommonniiiimannommIl n asssssisss sss ssssss°s � 0 I ii. Mini••••' iiniiniiiiiiiiiiiinnn iiiiiiinNWMONMiR W .iiiiniiiiiiiiiiiiiiiiii 1- ■.■....■C... s ..■..■....■... e■ ....................e■.■e.■.. .■.■eee....■..■...■■■■■■■...■■■ ..■.■ .■.. e..■.■ ■.■■x..■■■■..■■■■..■..■■■■■■■■n ■■■.....■■■■■■■..■■..... o :....u: ::::....:.:::o nnommn:i.Ginnnnnniiiiiiinininnn ::n•C:nniininiiinn mo :iiinnnini: :iiiiii' niiiiinniiniiiiiiiinniiiiii: iniiniiiiiiinniiiiii i■ sss°. ssssssE■ isssisWWWWWW . iOWWWWMEMEWWWWWWWW iWWWWIMsi°■sss�.sssss ~ nC nommnonnniumnimnnimniemnumnonn unnomminmnannonnnmennnommonmsnmonmmunnonnonmnumnimminonnannm ..■...■.■■.......i.■..■e■■e■.■■.■.■■..■■.■■.■■■....■ n■■■ ■. ■ ..............■■ ■■■■■■■■.■.■ s ni•iii i.: ii iiiinin °■iiiiiinn■oiiiiiiu..u.. •.:nisiii.oin"i 1..iiiiiiiiin n�inii nnummonnonniminnenuminannonnom monn i nnomnommomminimnimnimmnumnimmennominsminnomminginnom ...............■..■.■... ■..■■■■■■■■■■■.■.■■■.■■■.■■■■■■ MINIM s°.ssssssssssssssssss ���iiiiii ■e °.iiiiiiiii.•••••iii oss s . °ssssssssnsnsssssssssssssssss• ■ MM INEMMEii s ■ MIIMWEIMMENEMMEMMEMMWEENNEMEMWMEM iiiiiiiiiiiisiiiiiiimiii. oi niiiniiiiiiiininiiiiiiiiniinno nn iiiiiiiiiio°■ sssssi MO MMI A ' e i' iiiMEMEMM. oii ' .ss s sss s .iii r nnennomnunnumnionnmannumnnomm nonnonmunninnonnomninmnimmenommomnsmnommnommonnomnnimminnn numminnimmonm monnmonnonminn ■..■.■n.......r. nnomminmnimmonmonnonnonnomonnommi n.....■....■..■..... n.x■ECrh io 4: cvni�n�w ... . n..■. xn.....■ x■.■■.. ...e.....■xn.n.■�u.n..■......■. i°. iron . A masundau m^ cai�i iiiiiiiiiiim ■�Ciin:iiii••C iiii•C••.ii:illi.liiii:.i °.iiiiii o o o 0 o o 0 0 i a a a N 0 W 0 a a M M M =MI 1333) NOI1VA313 y t fi k r s 7 " 4 P- 1 'fAt `4IIk el = .-� y 1 ': SEC. , fr . • . . .; r � . t.... .r„ w, �` ',. rr s ,1 ,,JJ a r6 r �'�s }`fin ".G"[K �" yy�� i { , .: J x ;.} f V-CL, 11.' r, f t ,, 0 r` IA ' 1 .,' .>< - t 9 ° t �[ i'' 2 S+ .z'f , fp y 1 ry tX ziy r ,` y 0 "G V.V YA' S hy Nd� k rK + .aL OI N MUI�J.1u7dS.lVM3'3'tfNl'da0 `dHdf`dM ,,- t �'� yvt �r s- � °� . a .., a {��{ e w i t ,,�; i z �• k is e��'a`� $ �}t " �tf. I 1 r !4 f x }�rP 'C"+�rr >Xl4 -1 qp, § T 4. 'F i E 'I l �' C L f �i S' .� 7 r c e, s 1 'w &' � - 4, ` te , t „ ^'t S3113011(1 (10011 i_ F - APIs:, AO 3 DJ y V .J a � 4 d7 a t -, :. �N 3sJV> a w;A� n y3 ANA 1:10. fi a i , kM Y! - t h a s J .f > �}s 1111. 1111 fi ���- s �+fJ' Kr a �. "r� 7 1 • In ID In a 4. l i- s s, - tAT cW r u " ‘; ■"u!"lINNN■mmmm mmm'■• ■■•••U••"••.■N. "' ■•N.••N' ■.'N1•.'•"•. -5 tx n N a ...y.i _m 'mmnsTplmnr ilwira, rorimmman* rauNNnv mummu 11'11..Nmmomm m ■ c11 1 i 'r ■■ p'Wtq=ll;sIC14'IcJrCIl1-1.114H' �7F`I.r�n 75\3iE7 ■ ■■ ■■la's \N "'■' "■■ O O O O Z. 'ir , V ,,, i t i , „;p, 7 0 M 'MIMMMM ss".s.s's.6'.'■MMMMEM .s11....C11.sN "11"■"■" "116'.'.11'11' ■N I a 0 O Z gcrri Y: ....'..61• ■.•.•11"'11• "N'11ffl' " "■ 6" 'N' ■\\6■'Nmsm..6. ■■■sm.'.'N.■'. LL LL. ' I ' ; M " ........................■■■. N.... ....\..\s'.'..'■N.s..'.."..'.'N ¢ ¢ m. O F "'."'6.s's11ss■!'1111.'..'.N■■ "s" ".•.•1111► "6 ".6.6.N'.'.'11s.11116'66 w < 6¢ f N a 'e " ■".HS11's "..'..ss..'...'. "1•"""...i .. \......NSN "1111 ■' ■ "sH.. '.....s'1111's'MMEM 6."" " " """" .. 6'■ 11' 11!'s'.'s'e■ss's'..■.s"s. >-. ' - .. . W o ME N INIMME'.11'1111'■ ■'■"11.11 .OMMI '■"".11116■m.EMINME■11■6'm■'■■■mm ME o . ¢ o ,' -` ■"'■""' ■" ■' ■ "11'.'s"s11■'s6 ■11'...'."■'►\ 11■ ■11'6N.'N.11116..1111'N11 o g o .o o -- U . : 11116 "s■s.s... ■ ...'■' ■6■s."■N " "• M NS ■N •s" w N ..■1111.'..6.6... "'N.': 66's's"s's' ■N "'11.. '`..'6"H.ss "■'6.11 '. 0 MEMMUMNEMMEMMMEMMEMMEMMEMEMEMMIMMEMMEMEMMOMMINOMMIMMEMMEMOMMOMMIM '■'1111'■ ■ M EMMEN6"""6'611■.m'■m11m11.'■■11"66' NMEM'.."N'11"■. J I . "1111's MMO M11ss' 6'. 11" s s■ 'sN" " " " " .s611s!.! ■':'. ■■."N .. ' -��- 'Ril'6 1 d .66.6 6.66.666 111111. 11116116. 666.. 116 11'.6 11" s.'66s6.6.I161.'ss'.'•..'N..e•." 1 N .".s:■■'!"."'■'11'11■'■■■s6ss. 116 's■N11s"11■"...61"s'...N.■"'.'6'N I 1 11m6 .s■emem11■" ...mm mm■ m.w.mn _ _.._ ' `. I .. N■ N... N. m■■. NU ■■NS'N.' MI ■■■■■■ 6m116s mmmmNNNmm NNNNN■■N'NN 1 - 11 .. - -- - sss..■ ".m's"' •m..6■m11 ■.• w....E..m ■'11 ".1111.1•' \ " "...... N!■". 1 ■ .".'..'.■..■. C .11 611'6 1111.6611 6'. 6.11 6..'. 6'11.6.11666'.66.11..6'.116.66MIIIM mmmmmm ' UMW mmmmmm..mmmmsm6■11m••••••'1111 "11.1•11'■11.11.11'6m.'s■' '1•11.1•1•.• M '.■.'."..".'■.... 6.666..6•6'66■6■11m661111'6. 611"• N ••....s...'..N•.'.s'.11..s.s.1111s N . miss: 11 : ■ - :::iumummumm m: : C:C : 611 :: . : : :::: . : ::: . ::immu : :: : is 2 .......e.. 6.11 ""■'■'■■11 ■ ■"'■■'■:.11■■■■"" 1•11' 1\ 6' ■■6" "'■■ ■11N "s:6s'Cs■'s.".'■'■■' N 6 .6661111'1111.111111...■..s666N11.sammu mammamN ummu mina 11111111 nummN'wN. Nm mmul 11'611" "■ 11661111116 '6. "■'61111.'.m.m.11ss'11s "IIIIM ■66mm. '1111 .m MMII S6NINIII ■:' ■'11Nm11mm N Q1 c c MAIM Nm■■m11. mss "MIIIM'mmN'.N11mN■m.N.11'Nmmm11■11' '6 N O .smmmm'.m. ".611MMIIIM '11" 1111' ■1111.111\1•1 \'■'mmms.s11'■s.' ■11Nmm" ' ■C ::: 11 ■m' :: 11■.:°:m:::::.p..:: i nns ' n.CC C C:::u - ' n mUmmi iummom C 1•i : s ' C im: a IMIIIIs■N m CC::::: : :: gimsMMMMM :CC.:�� ::C m 'm'm'IIMINI C: ::11x::::::::::::::::::::::: :::'-C::::'N' :::::::C:=::••• 1 '■11.1•"'611 m ■m'.MIIMMEMIMI m7■INm ■. . 6.11mmMMMMII ■..ss.'m .mss' _ "6611611...11.6MMIII ■ 6■■ .'..11"'11111111'..'..'11.s1111u..1..■► .11�.■'....N....1111 IIIMMM'sNS1111s11 cv - m"■6s..ONNMEI.IMMINC ■' ■s■'■■"s""■s'OMME "ss'.'r111's':■■'■ "'6'116■ ".6611' .■6'11" : ::\ :s:::::::::: IN■::::� :::::::::::::C:::::Ca : a: ::::::::x::::x':::?::: --:: w ..'1•'.m•••••• mm11'■'6'. ommi 11"' 11". 11..' 6' .'■'.'■'.111.6'■mm"'.'■mimuni.m11 ": . 61•.6■ m "....116 11116111111... 111111'..1111....'..11s....N.11.....■■ 116"" s...l..N11..ss11N1111s.s.ss: .'■.. aim• ....'s'.■'.."'. "'s'6.s■.■6..'6 111•66 "s'.s."111\.s samin ..611mu 6'6'CC■6.611 LL "'s ". ninnum' umma mimmosommo"'s' ■'■'■'■"■s emmumu ■■■'ssul '11.' O Z "s6':s'' 'N ■ .■".!'11mm'Nm'N11N.'sN "11:' ■.s■�i N ■ ■.m."::.■'11.m11N's :' N O 11's.mm■mm:' ■' ■ ".. 611:■ '6.11111•'•1•1•1111•"mms■'■'■.m'6IIIIM " ■1II.IG MIA's mmmm.'EMMII NN11:■m' 0 MlnIMM :1111 OMMU 11ss ■■::s::s:\s MIMM > ------ ■■■■■■■■■.••..... m. MMMC m::::: MMMMMMMMM MMM:••••••■ :C:11 ',% :MMMMMM UNIMM::: l m Cm11s11'■■MIIIIMss.11. 116.■ mmm ■..:ms ■1111.m6.■m..■m.11 " ■...'6 ■s ■•1 11:::::-•••••• :: :::- : -:: 4 ...■'..■"■' 1111.'.".'"■■'■ mm'■■ s■ 6■■ "■■s"'. "11666'..mainv.Imum'm::'11 mum".■■':'■ m w :: : M : N M :MM ': :::::EMIEN : : ::::::U : 1 - ::: EN. MENI W • 116■ 6'6'6■'6 6. ..6.".■.6.N.66's66.6N611'.666. "11 1111.'...6■. "..1166' .•1111.6'.6■.66■' w :C:::: :::::� ::C::� :s:s:::gs::: INII ::: :: IMI :x\11IIMIII:�1111N1111 :ss ::: :sCCs1111 ❑ .'...•.'■.1mm.. ■..•.•.s.. ■mm•■ 6611..• •.•.N.■.s.'.........m..■■..'■'N ..mm w .'m' ■11 "'1111.' ■ ■mm6mm■ ■'■.11.•.•.11 11'mm11m'■11■ Ems' m" 6' s■ 6 ■.s'..l11..N■mm.m mmmm"!'■!116■.'m Q m'..' 11 . ...... :'smm'm ■.'6 "...s. ■ 66■ ■■61•11' ■ ■' ■'m's■' ■6.'11'11 " "'N'■ ■.1•.m """1111'.. m ❑ MMIN : :C: : :::CIIMM C MMIN :: II ::C C:: : : : : :::: :11:C: ENEMMIUNI :::IIRMII : ::::::C ■ ■ ■ - s:: _' : : : :CIUMM11IMMINI MIMM IMIN ENNI : :11■ : : : :H : : :•111M •••∎• •∎••• :•••M �- - N■CC w 11mmmmm■ :: m ■ ■1111■6.s' ■' ■6 "'116..•. 111111 '.•11' ■6■.N11..6'.6s1•."'.6.mm11m \111' ■ "' ■m ".•• N Q :............::::::uu.......u.u........u.a ..........0000.U........:•MMMMM O m ...... ::::mamm ::::mum ............... ..x.................... :C : 11 :x:: :: 2 :: : i nms• • • •• : :CC : :C : :: C - i s C C C: C : :i : : ••• W 116'6 " "' "'11"6'11■.• "'■11'1•■ IIINU '6'6 " "'sLIMINI . "66'■ M111. "'1111.11'! ■NS ■N's'■ W m 6'•••••• •:m 116 "6.'.'11'' ■ ■ ■. ■ ■6 11111• .• 'm00ms0■ ■6.. ■66 111•" " .11■1•0. "6.11.M111MMm'0m C 11 0N '.mm :C : : : : : : : : : : : : OMMMII MINIMM :::C :IMMEMEMEMMI - I: 11i:::: x:IM EMMEM :EMEME :M :C:'i :C::xMMEMME:B • m.....■•.....■ mm■'.. mm'. s"."'■." se■'....'■■■omm' ■N'.ms6"'..'.6!'6' "". ■6 ".mommom ■ •••'m ■".m■•••••••■••••••••••• • II .N11NNm.m•m m ■'..'.6.'•...11'ss'.'s "■ ■ N'■ "'.■'NS...116.'M••••• ■'..■" " ■" "■ •s ■1!"■■Nmm....m'6s■ m "'msm...mmm.....'•'■•∎111U ..■•! .N.1•p ... ."'66. 11. 11' 11.6... 6'6. ss .'6■"'.'■N.•.1111'N6s'..s11.'"'"."■ "6"'.'6"11."!11':'6'11'66." ■ ■•••••• ■11 ■■ 111•11'. "s ■ ■ " "116'11.'11M11s111. "66'116'6..6 ". "'11 "s' ■'N".\ MENII ■1•.6'11.• ".' '.......... U .......■.■ ■.....11ss.•..'.11'..'.HN■11'N."." ■■■1•.m "'■. 6m1•66m'.•m'•..■ ■'mm 11:: C••••• •••••••••••••C::: :::C::: : :1111M MINA: ::: MIIIIMIIM1•:: IIMIII1 - f: :: : :VIII. : C:::: V' ■ ■s ■ ■■. ■611"'1•'6■.6116'■mm11IIIIIM EMMIIIMI111m ".• 11'6 "6'..MIONEM ■..'..■'■'■ MIII ■ :: : :C::::x:: : : :� ••••••:IMIIII i:s' : C ::C : : : :C :C1M1111 :s : ::: :C:: :11i: �NN: : :::C ::: " ■'116■111MM 6'66' 611 " ■ "1111MME .■.6'... ■"6MMII .'....'6'.6. "".11■ IMMI6'.■. ■ ■66■ ••••••.••••....... 116 116116'6'111•11.■■611■ ss11•..•.•••••••••..6.•∎• ••••••••• ■••I'■.s.•...s..s....• N 611661111'666666 11611 MIIMs..■11611.1111e11..s■11.■'..s11s"' 1111..'66 611 "6. "'.6.66..1161\666•111M 61x" 11011■ m. ••••••m11'0'111MMEMNIII6'1111 IIIIM IMMI ■MIIIII.."'..NIIIM s.. "■ "■. ".116'■■ ■'■■■".■'6'11■'■■..111111"s11■"'. 611■" s. 11..". ..s'.■s■' ■ "6'■ '■■'11■'•N. ■'..11 "••••••ss6 "1111'.'.6'11■N "1111.'.1111'6611 "'s ■1•'N •N'66 ■6 ".■"s6NN.11s• s "■11 ■. M 0 0 0 0 O 0 a n N In 0 m m st In V a a (OAEJN1333) NO11tlA313 ,: . 11 11 , �� � __� _',e 1111 r _ ..- � , , ,55 rA_, r� s r. - ,; 1 , t r - 7 -- -- F 0 ] F Ji1 "fFa`ti Z 0NMO1dlIldSAVNUOVNIV8OVHVIVM � � 1 IH'AINfO0 IIVNIVIA *r, r a U t i r ' • • S31 O8d 0001 A 3N3OV1N3W3 `JV 1 E p O O O O 0 . O O j, at a Z K }n 4c o 03 t0 .7 N 0 CO (O . " S�.J .`)A4 • . .ei•111e.•••..e.• 1011•. ei.•. e• ee. ie ..••�e.ee•e1i��N1eN.1ii1111i•NN 1 mom .11e ■ mom MMM111111 ■1mom O D � i> r1 ^ f : g . ■■1 i 1 e11e•••e1.1•eNi1111111111111 ■e1 O O p 0 Z ' , � c f ' . .: ■■■■..e ................. e.............. .ei.....•••••1i•••••i•1•E 0000 F" ■■• N•• ee•.•... e•e e•e•11■ 11. 11 1. ••e1•.1•G1e.••.e.e1.11ei•i•1••1 i a LL 3 3 p O 2 rt & a'" . 1•.1u•ee•e•• i 1••.i•iN•ie1 ••1•.1u mm ■.iee•.•iN i1.1 • u■ •e.1e•1.1.Nee LL LL W V o i j � q ?.> ■...•••Eei■ 1111. i■ i■■ iil inusiiiiiuiiiiiiu ■iiuii■iiiiiiii m x i ' ? �� .. .•1•••. ••N• i.•N•e iii ■1.••1.e•i•1•.••iee•e••iee.i•.• OMMOMM.ei••eeee Q 6 ¢ x 11,17 +a ' '� ■N■■■■■ ■.e ■■■■ueee■ iii■■. iii N ■■NN■■■■eu■■Ne■N■ ■e■■eNN■e■■■i1 W W w w Q v i V �� � ■ N••••••• i• e• i•••••• eeO MMIN UM OMM IM• iN ■..•• 1 i1..•eeee•.e..•e••.I ?' ? r> w H o ? iNUe•e• 1.e• Neei.i Ni. ii•ee111 11 .1111••N1MMEMOii■■■■■■N111•••11 7 tt O:1 .'''';;.,Ni-4,41 r i ■••••• eieG••••.e 1uN••e••• N N •••••• ie•ee•••.•ei•e••••iu NN •E•••••• z ' o o " o h v t.q e■■ iiei■e eeeee■ eeeeiiei. .....i■NNiiieieei 11111111ui N1• Nieee. ie ■iii ■ ■i. 1111.1■leei ■1i •1.111■11111111N11 w ' e � r G:::000 NGIMIMOM GNG:GNGN .GG::GG:GG000:NG:N ::NGG:G:GGGGG:000.G:G - ` ''' 111e•i•.. i••i•e11•.•iNNN N eii. e■eNie ■eeeNeee ■eee ■eeu ■e■p•1.1. ee •ii•u•G1ei•.i.••ee•e.• /1..e ■■G• ■.Nee ■NeeNieeeeeieeeNONOMME ie ■e 1. ••••MEMO••• viii■• E•.•••••• e. ee• ue•• eiieeiiNiiiiiiii .iieiiiiiiMMOKOR 1•iNi•.e•111ii•• ■■�iei viii■■■' s■ueeliii■eue■eNeeueeeeeee■eeue Ne ) 1 w �C:::':. C::....: I' I1 .. G • ..:...... ' 1 : .:.:.' ,. :GGG ommu GG :GGGmo:ma■■: i . •..•..•.• M•MG••..••e.ei■.Ne•Me•M•e.Ne••G • i••Me1N•1 lUUM1111111Nee . M• ei. i.• G..■.••.• e••••S..M•e••.•M MO MMO••1•.ME••N e ..1.•.N.ee••1••N•Me••N1e•...i•N ieueie.. OMMOMON•1e.•.1.•NNM•. ii• •11 . •...eiii N..••Mu.•..• •N•..•NUNIN •M••M••M• •M •• M•••I Me• ••••1MM••M1••••OO••e•E MOMee1M•Eeiii •. G.•eMGi eee• Gi•.M. u•• GN• eM Ne••1M• i. .•G••uiiM•ee••E•Gu•Ne••••Me•Me• .•••.e••• : • pGG I GG GGGG GGGG G: .: GG: elUU• G :eiessu::::GG .NG..11: ommai N. G•.M ■1M..e.e••Mi•.N••e•.e.•eN1111.1 mmu N.1NNep� •.••..1.1 ie •. ee■.•......i:..e.eeei.MM•••M Nieeuee ••111e•e1u•11•G• N•N..••M■.u.....•••EG11 ..eii......e.e.....i.e ■. Ge.N• : G•. i1. I...G.IIM.i•III.I••••.II•:NI ••e•••I•e■I•••.e 1•e eii• E ii .iUC.:: i?GG :G: 1 111 ui::s 1G ::i :uG1:s:� ■GGG000:ii 1?uG :CGG :11Ea :1111 eiii. •..u..U.. :IN Ge•ie•G.11ei•GG:GNG NG :GNGG:NGG :NNI•1111NGG:GGN N:GG.GGGG:GG N■ :GG.G..... N.... :G:GGGG :: U•U• I1 GGGGN..l..1GGNGGGGGG : :GG•:GGGU• • ■.i..NIee. NUIUI 1.1 •1■ 1. i■ •••I•UI•■••N■i••e1I■i•I1•••II•• I11•••IIM.•ei•I••IIe•e•II .:Gi:GG ::GGG : :.:GmmmMmm: NGG :G: :GMgmmmG mmm mm•mGGNrii:riG:°G GG.GGGGGG .. l.GG Gmm....M$lGG000G :G••I••••N.•••IG ie. G1..e ..i.e.e..•i...e.i...•.M11.1GU•• 1I1 I••e•NNI. e• 1S1 1• N ■•II1••111I■G•ie.•.e1.IIUMIIII• I.....G GGG: GNGGGGGGG • IIII • UGGGGG • III•GGGU•• • U I•II•GNGGGGGGGGGGU..UU ••• GG .. l••GG G GG.. GG ••G.0 G•••••! W•G GG GGGGGNGGG• IGGGG :G. mammy m1•N11..•iG•• .e.NN..■.eui .■■....■■ 11.11 ■ 11 •1 G ..i1e■GG1.•l• I iii..i...1.iel.GUII. 11.•:•U•••G.G1iGieN .Lill.••..1.E• . GGG GGG: GGGGGGGGGGGG G:.NGGGNGEG000G:GGGGG u mm :mmuni�imm ::::■ um G:: .ee.eiii.....e....■■■ ■ ■...e■..0 ■..Nii.. ■.i i. ii■■ : e.... e.■ a ■■e.e. :.eee..e••i.1••••■•1.••.• Niue .ielee•UN• ■•.••MU•M•••nii••e•: iii■ •••.: N .....G...aC... mommE:G:G:GNG ■■ ..Np.NN..N G G ........... G . N..N .. .N...E...... ■u.eGisme■...mmow r m : a l; c�a1•.1.u1.N■....e•■•e•1 111111 .11•ele••11p• 1.Ni11■sim G: =: CMI J:gas anG:GG� GGNG 11Niii■ Iii ■11. p•MMM M MM M MO M: 000GGGGGG G M MM M GGG .e e..i•:G.•M•imismosmi 11 •■• Mir .11•.eMG.•■.1.u•e•.e••11Mei:Ge1 .e.u.....eiii.■ iii.■ : eei G IG•.1 G•••■e Gec•l gsG..•e 9 •• .•.•.• N•••._.... iii u• eu ■.ee•�.i.uue■■■ue..G :.e..■e..0 N•e1 ■e1 11 ■i• •.=111e ■ 1■■I■.■4■■■eN..■II■u..■■ei•.■ Nu 11 11 ..1•i! ■ eee.e. ..e 'SKA NUeNMe ■MOMMOM..Mi eiii■. N.ee.• ■Oee.eM•1i.e••MMOMMONOMM 0 G MUM G. G:. EM M O M I IM MEMM� M M N:GNMOMEM N OG: :GG.M U . • G ...a... ..GM...G.GN...•.•.e...,.UNMOMME M..e• ' eN• ii .eIUMMME.e•.:G.e ■.. :•.::..•.:: 11.11 eM .M1..••• •••e1 111 •.. \e\ .u. N11.M1•• ■e.•N •.Ni..e•1MM••e111ie1 1111 ■ F ' . G .. .............. MO GG:: \. \ G NME MEME R E MO MM. N.: . :..........I..MEMMEME.G 0 .GG.GIMMEMM.MNMEMEMM 1111iNiE ..1NMMO\NeeMN1G ■EMINI :u•e.IMMEMIeei•• :••ele1.. : ■EG 2 ■ •■•111.•.iN111•■ ••u■1e1■ NN \11\u•N1 •eliNimommom ono •e1••e•1•.i ■•iem •■ m w :C 1•iei.e•.i •11Ni1e. •. Ni• e•.ie NM el\ Mi p•• e■ N..•• i1uN •••ee•••Mirgli•••.•.1.\e'l•• W >, • e..... ee• Gi ..0 ■ei1�NNpi.•11ui.1 \11 \e ■iN... ■1.11 ■i..e ■1.111111 1i ■.....ei \G.■ 0 •�j sr A rte. ■■ e1■ r. ii■.• i.■. M1\.I1•.1iii•.imNU. ■.•i■■•i•u.: Nii ■ ■••MMOMME..G . N■ 1 G1 G OMMOMM... u...... .e 1.. .... u ml . OM MO M ON: : G N MOMM • . _ L i l l : GG::GG M GG 1- G GGGGN :...U.. UGG....0 U : : :: N:GGU I mi►GN G G: G e•••.Ni1•N 1 1l9U• :IG. LL ■••.ui■�e.Ni.•1.:iNe■C.■ommom ••..iGpoommu� iii.•• iii•• •.•i■.•.••G•1�•• :u••• •..u. e..ee11■..i•••1 •.e1..111•••N 1••i►Vellil•••N1■•UNe1•■•1N1 N••111•i•.U1••IUu m w .I . • : '.N .. .. NG:GGNG N I . : GG MM • M °° W G . N. Gi. Gl•.N.••i•i.N ■N:•. ■.iii••ui• ■•i •.■■1\ ■� ��!�••■•i.■■.•1• ■N.1■ ■u..i ••1 � ■■■ W ei■ ■•1 • .•ii i• ■••••1 ■ e1■ ■ •■•1e p• ■ ■. 1■\�\I1f.■■• ■■ 1 ■•11•e1uuG 111. 1 ■•I1. G 1.•:11■. • .■e11.e11 ■1••1 111••G:N1i •mm11•Nl•1 _ N••111M\M ■■•e...1 .•• � ■.1 1••.• •. • ••••M ••:•e ••• MM■ .• M•MMMMMM•NMMi••MMe•\Mm e••MMMNM• M•••••MM•M•••M••GMM 0 '�ommU G� mm opmemme :Gu?GGGG:: :::::G:: : :momm : :: ommu :C e.■•M 1111. Nii..i....i.eei Z Nee.••G •.•e••e.ei••• 7 i. MEMMV•.: e. e••••. 1/■ ie. iNM. 1■■ ei1e N..••.►.►. e•■ ..ii1•1N.11.i..e 2 CN ■ :G: N : :N :mi■n :mo: mMM MMM: C N : ::: .M :: MMOM:M::: 1• ■ :O I M °° Z MOON,..•.••• : ••i• e1 iH•. 1• G .1.11.. N••e11 1• N1.. Ne11 ii11 ■••.111MEMOMMOO•.••..•••N••••• w 111 .M•. ■ ■. GI.. 1 . .••• r m ■. G•i•••.•■•■•■.GMiiiNl. Nei.• 1•e N.. ie. i. M.. e■ 1 ..N 0 : N: E 1 u I N 1 1O ■ N : : ■■N : N••• N N EIN ■••NNIIN•••■ M :MMMM : :: • : :� MMOMO •••WA & :: F w. G: mmNmgm . a pG: N: GNNGM::: OMM : G\ :-I :NNN:000GN:G : : : :: N 111 111■■IIIIG: G: I: GGGG: GIGG°MNIi•NGN:GGGNIGGGGGGI :G : :s isms : : :MDM:N :G:G :° :o : : :GMso : :si: °° 2 . G GE.. MM• G 1Niiii• N• 1eN. N• G Ni.•• G •. 1e 1.• •••••..►e•.'i.ui : 111e•e.•1 ■1•i. Q M mEM MMGGG 1■ N1M N 1111 ■1■NH :1 :1M : :qN•: :MME• :O\\.••• ■ ■.•• llU ... EU MM E. 'UEN.EEE:n lMIMME° Rl G :G : :::: a M : : :N? . cC •.•. MM1M•• u... 1.:..•. N•.• 11m. isIU•. u111 i1 111u•• N■• ••N••I•••MMMMMm0MMMM1• 0 MMOM:E: NGGG•: NNM MMOMMNG:N:GG:NOMMOMENGGGn: : :NGN ::MOM•: MM : :M :G :G• :\\\ :G:::::::::: ■ .•••••••.u•11.1.•N•••N•....N• Nei•.•••■• •••e.N•1.••M•••••M•M•MM••i \••.. M •N•MMN•M•• ••• N••••••• N•• NN.•• N.. e• u. e•••M N••M a •••i.ei•••NMNM •. i••.•.■••• G • 1M1i•.. 1uM. N.M N. q:: GN• N i:• Me:: BN::M OMM OM•: E M:GGNMMOMM : :OMMOM : :• : : : :: :MWOOMME I G I �� G • •• • ••..•• G. N•• ieq. N•••■ N•.•••••• ■••..NNei•••.e►.i••••• :O MMOMM GGG::°. GGGM O MM :1O :•O :E :N1MN : : :MM :::OMMOMM\\ IMMOM YNiii•M.••1 NM •u •i■i•••NiIIN• •. N.••• u•.•• i .•i••••N.•u•i•i.•NOMOMMO\`•\••• n 0 0 0 0 0 CO 0 c a N 0 W O 0 CO W 0 0 ,n an 0 a a a CO IcADN 133d) NOI1VA313 I .... _. 4 .._ Y p y + __ _ 4i _ _ . _ ` 9 �. E' A: ;t ' " +u f, :9 StK 1 x ci x .r 0'4 -,, ' - .._ ..___.. ..... 41 1+ 11 1 _ .a - s. 3,t,.._ kWr . a .__ I ._. , - -;;i:_4.„.74.-' �-.e-, 3 'L _ ..: ' 7r_. .,: ..17'.. s,'; Appendix C. Soil Conservation Service Data • I I Table C -3 (page 1 of 4) Flood Discharge - Elevation - Frequency Data • - Waiaha Drainageway Peak Discharge Water Surface Elevation :Streambed: .Cubic Feet Per Second (cfs) Feet. Mean. Sea Level.(MEL) 1 : :Elevation: Year • 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 1950 . 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 1 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 I WAS10 57 +50 300.0 1320 1950 2670 3710 : 302.7 .303.5 304.3 304.9 I WAS11 59 +50 302.4 1320 1950 2670 3710 : 308.7 309.8 310.5 310.9 I 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 I 'WAS15 61 +75 310.0 : 1320. 1950 2670 3710.: 312.7 313.5 314.3 315.0 tWAS16 72 +25 320.0 - 510 860 1530 : 320.0 323.0 324.7 326.6 I WAS(7 82 +58 440.0 - 510 860 1530 : 440.0 440.4 440.8 441.3 ` WAS18 87 +25 473.8 : LL- 510 860 1530 : 473.8 476.7 477.7 478.8 1 WAS19 87 ±26 473.8 - 510 860 1530 : - - - WAS20 88 +14 176.2 _ - 510 860 1530 : - - - - i WAS21 88 +05 476.2 - 510 860 1530 : 476.2 479.0 480.9 483.0 SWAS22 90 +05 500.0 _ - 510 860 1530 : 500.0 502.3 503.0 504.2 1 r .' r. �- ; ' °^ p �naG'L 4 -?J` ✓ ,� ..y�i V;"' 2 A] +r Y Y' 1 .. v i• HS+ •t om ' n * y 7aY r ,� L .R; Ct '+ .s• V 1 r f• �� �+�� °' �1,T£ -• .. � t l . _ '> \•++d <st. 4`3Y er J • 4 9� iXit - t +t ti e,'�'' f ' ' .�'�s ,r+�X .EYrj ' ''� , #.' t . �• -v;a `�ro"��"4�.•�R4M� c: �• �� d`�° ,. +�°ia yy y Y f` sT, �r 3 d' ��'' f a `•• s.L, ��dyl'�1*$ 1 I �. k 1 '� Y "�' � csa€ "t�'a Ft t p"s � y ( p, ! Y a � �p r$ FsL e 3 '` `Y' `vra 1,A �L�,a' Ets la � ir � S •f+� y t „�3!"6��y, ._f. e 1 ,� .,, �F , er rp..Y1'7' y N �ge�Gi•rM ,<•`�Y '. a • V i�. i M L l r ` d r r t s�1 N'� ll F�yyptgET,� J' ry✓�'`b'M �^gC g�q. 9 f"�. _-c i t QY'Siy- i ��p t � . ,r't o Y t rf, -� ' y o e2 :';6TH. ;�' v,•+i "4.,�' Y +lr r't ` e k �Itt l�,,Ff:' i ; ®.3 . �- ,-,JQ� a � 4 rt '+•- ..s..A = '�' r+ '�ul^ E °f"x L: Hr• p Y {{ + � '� i� r, .�'` , ,r-i U� �• az xu�� �� �.,�3FA 4y :3 �" y.y,� �•�+ � '���'j�,� -• r +a�� � + E• . a � o' U �2tLs.�Fg�g'g` •. f +� � y :r � � �E'ti'a� tz „ J J vti"' a '�„e` . , 4 �} !",r ' %, e t c,u.. { ;•Jyp`-�..,di f :> ( e ,t ,� NrR"d }® ESA +. d#.'Ty <^LC. r �"@�,�•4 t r ?� �! Y .. � _ n8 u. 11J� f ',���s r 1. r l yx S A,,,`�•++A" . - t4c S E +r'dYl7+F'^ „ h { .4tit , rt e � ; _ t f��P 3 .. > ��.! , r ' ,i. l j . - .� ?� *4 •••i+, A s t •�'' ✓C 4 '�'� , �;•- � � - „d ; %+x. t�i:._r�d•� �"`� � � -0 ;ir r AF $rY 1 s �a Ytrw°>�S�' 3 ,, vr the ✓urt9� ysT'tl'y.. s 9 §yi,� 4 p4 � >} s f T a '" zr r 4 Z�'nz a >, a 4`P9h t~ ,�* to t , .n f hr sY!'^ "'' -,�•' `$W r A li tiI `df� '' 1 Y l I fnyyUE °i , , yy " '� y� 4r q tz• F x } Iv F IiF v �' L Y : rC t,.`A''Et E "r'� - " , Wyk t�L,J i 4f I "''i 4` ' y fy� qv si i{ r. ,T bi y Wi _JT y •�r7�r.I.'b �,r hp. nt,. X m B lit ° '� ✓�,MMSd^ 1 It i 1 Fd ti 1 • a. r y r '. AR V ° �f?EIT ,. 1P : 1,r�7E °�?. ,t , � � f r ' y y y ' S' ', Q; L t r r r "r y •+ °f.5, i N f 4 I •; "1' /w F��a I"�E�xt _ f. � � � e G•� g �. �`� � "7t �y. F ': 7 i Y •V' �`fi E r a � ®�� � ya at t a A f i 4� y ¢a °y, 5t , •r E ,r� 4 S> •T,'tv R A r � x�� k�)'�8�; + � ' r , y aA� �i : i' I vk�. � a y �, � ,� �'A'k a� 1 „�� R ����' ' A �t. . -R '. `'�`t •�i,1e�'xd'y!'�3�at � -t'..; ,. ` i! �� f .. , ,`� • T �' .�, +t , 7 r r �'/ "'` Qy }r e.. edj „w kw, r - r T ., { sa .. - , •t(r t M :�-�}!' , i,y t.r'Ee;4,• >. ,. + 5'. p r > .�T M y JS' i''`C•s ,, y �rY"t I E"'tr: a ° t�E rg1 r r41 , � F r t &,c �� g �J� f�>�Y a O t t •� ¢ °T 1 { � {? J �� x,vi j ..#^ ',.® eY r d 'sti r1J� rr's++ yry� R� -,�, - �a 1'fa ;j' ttt''^ •p> r 4� 4y..7"JF.A '. > aey. >,>.•Ady'+x +� 'h' - ® ®. • 7 `E+ 'Wy''F �%""7tr�5/ .c s, ,'a.. �i 4".+« I» ,xs- ry I , � �G•k 9f �'` ij . �' ` �• r ®T t: ' � � s�r�ys ! � r y r;• � � "� t ;,L F;Y" 1 •: I� R . a *A' st `+ ,� ��'f�y'� '' Y .f+ ��t �$'''���' ��o 1 y ek sC i � + psi - L ` s i.4+a � } s'ruT? +a M ° e ,4 , S+ #i t m _, F , �+ t Ce• " i D �r a 1 Nr �� �� �P ,.�1g - a n �, "+�I �s ' t .. {�et„�'C� �'"�" �''''�+ �ti _ 1y�_ t t � d i , r. _ ' Y�.� "� F r ri M � P 'L , u:.�'3@r,?.. ..w'., � ,:... �`e7x <. , _ . -. �. _ . t "'9 r:..t_ '� _— �"r'z:•.�`°�?C-f, Y ,_�,?� %r fi k'x 3 >> c Atq s ! ? c z {yb� . J. �..LfEfw C;�n3.s'1.' at..m J ._ .c _ .__.,•"]f.s Sf ti" -.j 100 Year Flood Hazard Area XBM -1 Elevation Reference Marks Contour Data Derived From R.M. U.S.G.S. Ortho Photography 1977 T UMO c''I 500 Year Flood Hazard Area Towill Corp., Honolulu Hawaii Cross Section Location Limits of Flooding May Vary o aoo 800 FEET p From Actual Ground Location Contour ervals 0 Change From 5i scALE, to 10' Intervals After 250' Elevation Poo � —•• �•► Stream Channel APPROXIMATE 200 METERS P 2 U S DEPARTMENT OF AGRICULTURE A m SOIL CONSERVATION SERVICE FLOOD HAZARD AREA 2, In NORTH KONA o FLOOD PLAIN MANAGEMENT STUDY WAIAHA DRAINAGEWAY S NORTH KONA DISTRICT, HAWAII I. Table C -3 (page 2 of 4) Flood Discharge Elevation Frequency Data Waiaha Drainageway Peak Discharge Water Surface Elevation :Streatnbed: Cubic Ieet 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 WA04 3 +80 15.0 2770 5190 711.0 10650 : 19..0 20.0 20.7 22.5 • 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 WA07 14 +55 95.0 1830 3330 4480 6620 : 97.2. 98.3 98.8 99.3 WA08 22 +05 151.6 1830 3330 4480 6620 : 154.8 157.4 158.3 159.3 W A 09 22 +55 155.6 1830 3330 4480 6620 : 162.8 .165_6 166.2 167.4 WA10 22+97 156.1 2720 5250 7140 10660 : 163.0 164.9 165.7 167.0 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 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 WA15 36 +47 360.0 . 1640 3150 4270 6370 362.3 363.3 363.8 364.3 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 III WA18 47 +73 449.8 1640 3150 4270 6370 : 453.5 4.54.5 455.2 455.7 WA19 51 +73 480.0 1640 3150 4270 6370 : 484.3 486.0 487.0 488.3 III WA20 60 +48 558.9 2710 5240 7120 10610 : 563.6 565.3 566.3 567.0 7120 10610 : 584.8 586.5 587.3 588. WA21 64 +73 579.9 2710 5240 712 1 588.3 WA22 68 +98 600.0 2710 5240 7120 10610. : 603.5 605.0 605.8 606.7 III WA23 76 +23 660.0 . 2710 5240 7120 40610 : 663.5 664.8 665.3 66.5.8 WA24 81 +98 682.7 2710 5240 7120 10610 : 693.0 692.2 693.3 695.0 III 1 Table C -3 (page 4 of 4) Flood Discharge - Elevation - Frequency Data Waiaha Drainageway • Peak Discharge Water Surface Elevation 11 :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 : 5.00 WA34.04 4 +25 1493.8 . 1330 2400 3500 5150 : 1498.2 1499.1 1500.1 1500.7 WA34.05 10 +00 1580.0 1330 2400 3500 5150 : 1583.4 1584.3 1584.9 15.85.7 WA34.06 17 +50 1700.0 1330 2400 3500 5150 : 1704.3 1705.4 1706.3 1707.4 - WA34.07 24 +50 1800.0 1330 2400 3500 • 5150 1803.4 1804.2. 1804.8 1805.5 WA5.01 2 +50 45.0 . 880 179.0 2500 3820 : 47.9 48.6 48.9 49.2 WAS. + 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 °-' WA5.04 9 +2.0 126.7 880 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 WA14.01 5 +30 380.0 1.010 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 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 III WA14.05 24 +08 500.0 1010 2100 2850 4240 : 502.7 503.6 504.0 504.7 1 1 1 1 ® ELI • �I Es Rum !!,i®� ;®®ii ,.. 1 c . r of rMI HIIfl !id ooIH,I'!�Er•' I!I1f lii' 1 `' ' !l:. N ® •• 1,1; li . ;; , III • .i `1 !'!, ii ; I.! i t I ! ;i' : ; .i I 1 i pa I, ice' iII�1P i ! !H Emu:: is ,'� t 1 'i Iiii'a I!!` lillilIi, i �. 'I �!ti !l' !'•i Ill I:11!`: • , � i 11 '! '•', ,! ��� �° '. � !et b. �� i , i it i l:! , 4' i !Iil i:': ,i 'iii !ill 1 I ;'1: 01,:: 11,1 'it! II!i t!ti i :!ii i > s t s ; : a , . �� 'i' i • •! ; , '! Bf I�rai [! II .,ii f ="1 i�eiw ii l •! ;i i: , : `rte ; ; ',: 1 i i I1ni11ii II ii ii IF�Ii�ilitUq Ii INRNIDA�i (1 ill; iii: I , l i i �;GI: l I >' I i i i ii; , i 9 ! _ ; ` i� iii: ilii''ii I .,. � 11 �`ii. N U l 1'ii�Eim� '' ; I • ,c; . ,:'41:011 !'i 1:' 1!i 1,;! 1, tl' !!!; !i( li!1 i.:i iii: ip�`® !i!j li!I ,! . ®E !i I .,�! 1 ii'' 11 ! 7:-.'-'&4:-.. : n , '` <r '', • • i . 1 !I I!i• i ! i Ili ;i;i y NS�eA- lh1ll 1'I MU IE Elli,yl,Ei�' l:i.i i 'i ,ter i =1 > ®• illi iiiiimi :1 � ' '•! ;EMMEN INI®MIN�H y di .1 .ij I Z 3.1 W • NV 1� �I'! '(!! 11.1 ,i11� ,!,i "I ! 1{ 'M; YI Z l it li1 l;i' all win llil I Ii1Nl'!1' il oI�ij1i I m o li 1 ° i l 'I' 1 1 I +' I''i• ` iii !! I I ,, I ! 11 ill! ,l! i'i ANN 1�.7!' ' ' ;'s;'• ll9�� T !! �7 - I� I ' g E , ., lI i t ' li ,i! , I ; 1 1 1 ' •! Hi ii 1 I i HI! ; Ili + !; I [ � : { iII lfll ryp , .! I r 1��II ; :1, I.. :I ,''! i t it ! , i II I'' i 'i 1 'i mou I ' '1` i' i,:i I ' „Z ' !•A Y• G W11 '' i i:il i ii it HI oil Hi lil i i' i' !1 Iil II it:; i' ! ' '1 ® -' ° .4 ' 1 N �ll�i' iii ! i i ;l pg�p' wig! ( ig! i u l ! 'III l i 1 i i i ;: Iii,' • !id • Ili + I ,ii I it il! il' Iftll ftltl I'i+ ,il I. I'I 'i i ii:' 1, , � �!i i'1, i,•j !ii! (!li !HEN i-i,i � i�; l '� ' � 1 i ®' ' :ii , 1 ! ' ,i i ii! ' I ii i : i l i , , i� ' •!t ill' II'iO3��'iii lil,' !iEN , E. 110.! r1'! i0 ' � � N �� � � i .: • � i �� i ••, 'hi ii �.�. i : _ • iii 0liiil n n I;I , HH I'I't :1;i I!ii ;;; III Ii `ili i 1 '� � ��i {i, 'I:. ®0 :!'` ; . '1 1ii i'' wMIIE -' '+ 111 ill! ,''' 1i!' 1 1 :ii !iil ! ;1 :1 ! y' .,, i •y- I I !: iii.ifii IIIIIIR9ii!i il' i'' !ii'N1 lil 11 1 I I� ! :'!lpli' ., 11;1 ? i! , HIO SIM�MIL' �w ', I!i:�i' m affl;;I! 011 11 ! iii' ii 11 ; al ':l'i llii .11 :lii�irj:HE ii''HH IIIIi ai'dita � NIEN ! a- . ; i, 111 I '1 ! 1�HP1 1 10111 Ii �II� I UE E leI �' , i , 7. ill. It iii ,: ill! I , ;� i ( 111INN I� +il !L ii'.; ,1111: ;,: ,; '• I�HHI •ii''ilI I''i1IH1iIHH ''i1HH11 Ili: 'iiIH�HIIIHHI ii' i !i, ! iii! ri:I ''ii�®l��;1 Emu: 1 +1; ;il{ 1 !1 Rm; . 1�1 iii.1'• 1110 ' mIHHHhI mmi.; i'1'PIH i!i iii; I iii.1 1 l ;,j lid INallii'i M ill i.ii Ii1 ® al'!i '' 111111 I',ii i .i�IHPIPIH Mk; iii t'li'!i !! : i 4li i`:!'i MIL!! ;i;'�Ii!`t E ll'+ ' �p I1HH1; i .l 1 ! 11 1 ;1 l{ii1�H111 il'11�' i III: I1!' '1►'il ii''IUHI 101.11 ii `i!I ! II i1i'I�IMI • I . 1p i i , 1,11 i ''li i l i” = p `, i� ,! \ NIi1 i Ii ®1 �1®N11 ` I AII ii , PiH . • ' 1! ; i; i 1 i 1 N IH '• 1 !iii um .1' I ma i 'e 1 .1i. , AiIMILiNINMIl1MM11 UIN11 Rfl INU 'r i II i'I":�I HhIHHl ii ! ;i !ll +! ili I,li i}il MICSI1� Iil1i IM I' !MEE EX SIEE: a W 11111 ' i!;I� "1 'Ii1 Ii''hill ; iii Ili i!ii il!I 'lrflPi ;1'_H11� I SHE { ,1! 'l.I�ii'! N I ® ,I 1 , LL ' , ,:„ , IPHllNHI' , HHI 1 " r' 1 •• UI1H 1 id' P L HhI , 1 ' i'i�i : HPli:l, I, I II:i11�1�11I11i ii!i . l i'i ;,, 1 111 1111 1 it ! , ri :iii 'i, :i " i Ili; ,:: : : ;! I Iii ' :. wino � ^ <: '1,! :I; , ,MI ,i , ,l,i ii;, Hi! Ili; it i�1 I'i'I�I!' ' :ill lr' wino NEE U NEEI I 1 • ill l�i:!i 1!" P'�Hi•I1 i1HH I�IIl� liii ll l 0111 HIHHHilHH�IIHH�I;Ii 'i: 1 1 ;11 111111 11N� 1;1 E1F i i i: h I i ' PHI ;•IH111i1 1011I1111111 i i;1 *IN HPIIHtl Ii'!iD�I i hl lWl'y'1 iii: i,1' :i Fii' i' ii,iEii,; IIN ill 1 !I ;;l 'nu III E!1•! � PHIIHHI�I 'j 11� '!' IHH'!'i010 i ! 11.1iMH',,' lli !ili iii. ;Al i1.111l iii 1 i elf mtii '''0 li • 10 iHHIQIIHHIIllH ii H�1�IlEH'i' MEIN HHHHIPIPI�I , + HHI ! i 1 i , Ili I it 1 i1 1 1 '1: ''N LL 1 i ,, 11 , 1 i I1 1, i 1 j I�' ., ;, { II` li 1lltll 1 i i:'•EN 2 Ill i II∎ 11111 HE 'III DM .:1 I�p�IIIIIHEHHI 11'11IHHIIMMIllhlt' i!II 1�E1011 .Iii il ' DM kil p I � nn iii HUI !iii ilii ME !iii iii III 111111 li!I 1111 yp � 1 1,'i1P } H I N Ama :Ili Ill 11 11; 11111 'ii' 1'l i�ll' i�'ll i il�1q1110 i i / i !li.ill:111''111 ii;'� ®4iiiNEM: 11+11; iilllINUE i'Ii :I : ,l1l , il101 0 1111''!0{tlllBlii :1 l0 !iii "'0111 • {'ELaw:1m11? ,�{gl , . s i 1 �® :l 1, .! ��p� !.,. •• ii l 1 I !, �;! ': . N :!ii :!I, ;Ili Nl1'!1 'iii loll i:1 ! 1ip111i iii al !li!a':li i .li Ii Iii's.l i mo!'!, III I i'i� i� i iii' 'il ''i '! i! ! {II Id; !, „ ii I' n : ! , � t1 ilia imi r 1111 � "1HH,i!I m PHI' I O'i'i HIH1IWIW il„ !!1:111101 '!li missions 1 rii I i.' _ ' 19H�, III; ! i ' ! i ti 11 11:' , !! :•; ' II hi; ii IHPIPP ,I;1 gam iii! ill i' Ili ii ! ! �i; � i. i', . ii ���� G�� 1111-6,11 li i HH11 IPH1 ' i''!HH11H1IIPPPIP®HBHIi ' !ii , . 'B{� 1 II !' i; ii 1 1 ;li !i �J i imams ' lii, 1, i' iEM{I ' II Il 1 ." ' ; i ;!Ii !I sm ill ,'I' iiilll li. n i;i i,l a lii' ii 1 1111i1110' I :PIPHH N 1'1 HI 11 iiiiHU '1 1 '1111 Ill: i!'i Il I 11HI' , ii;! !I'1 i!Ii ;ill li ,111ilm mama ,ip �t� :1 Ili !i'!ioo EN i Ii�11101EIlll'"! 1 ; 1. li ,1 l 1111 i, !i' I;y�� i 1 , {� it ! II , ; INIII�Ml1 Il !i1 ,! i iii I OE �� 1j�EIIiIi! ' l HUIIfii11 111 +I'il :�N�i' i�lii, o 1,,1101 'HHI'i' 1 !i . I !'I' hi I .{ 1'i , rI ill�i'' 1I� •! !i i I i;r 11,11 , •1 11l�t- MiNNIMI + IN i i i i ii it 1 , ,. ;.ii llWll i !� iINB@!N '' , ii I 1 ,l :, F I ' iii !' ' I {i ! Iii!.iii1� iilfHHli i I ' ! I, i! ��i!'i i 1'! Iii' I :I i' Il i; !� !, il ii , ,i� I !I, • ;,' r 'I , ! ! '! f:i �i it i' . ' � I PH1111'i 11' 1''ili iii' IIl l' i' �(giii 1.(,,.,. I 1!I; ;�l' 1 :`,ii 11'i� ' ; ,lri�I li i:r ,! jl I �l' 1m11 H � PE ,glry lc;; 11!'1111 i.EI i i•;!I gW1, • ii j� '1 E , o • ! •i . 1 1 11111 m !: ,i t�81111 i Nfe ! I ' NiN <Nll�• � ����� ��flYi�m il; !Evil ! 1: ' ' I ! a � �;i:l� 'I Iii �" I • I II` i lil , ,i' ' ! I�i!I ��I��� I!1 ���li`' ��s`' 1 i t , II I' : , i' 1 110'''.''•' t!!' ;{'• " 1011 ,! I i , :Ill E !IfS�i:'i � 1!'+ sii ;I it ! ,! :li I. I'! I, i ,, •i! l ,i !I it !ii! �� 6 � H. {1. il,, "i:EN !111 i'i Ir! iii; ��� Ei 'EE � I: !i . diHW�E� NN � il!i !I' H111i1: ' I' PmPIHPE0'' 1' I� l i l l �''' i iii HL� j 111 l i i; i i, l HE INH 1'' 1 III Milll i li INII�INil 1°t •! I ,! ! Ii i• ' r! 1 � : .,,: l , l ;i . ;;, ,..' ; , ....;. ,,� • l i •! ,!; i tt,: i ;:. ' a1 i . IIII 1 i 1:,1.11 „iiii.i ;;I_III :.I ii!i ii ii oil , it ' '! 1 ill; :i: :I,1 i !1{ !!!, !',: I ,i I,. .... I' ��- . L'��n'riii►ii a :i �*: `�.! � ilr.w ,� Itl !:I: Il; :., ,! '' . '. !•' ' , I +li II • L!innINIMEIBEINE111111111111111MiliMM___MMEM .,'...:i la' .:•-•td • r :1 i: immmeilmiffiNENNEENNommilimiimposiipmg i!!i 1 !� iiii IMMI ENEM ��� iii ® 1 •' I 'ai i. ; 1 0 ' !!i, I !r: i i- IIi1 ! I1Hfl i.'iimm } 1!i' EH:mu®� N:`lI.'e: !ii'® i iW" I , i! I•f!I t i' i Ii ;:; I' i :ill i i ':! ''„ will !i• i liii� ioc ' !� . ' I : i r • , ' :i r ,,, ;ji ryflww iii I ;' ,i! ry ryry r, : ` _,1.1 ! mH1 .!11 iili��Ii,: ilk hi' EN ill' E ii I I !11' '�t!� !!1!®1MM Hfli _ . .. . . i T : . I _ „ • ! C1mINEI i i !ill ! !:Hill' IT ii i :E 1� ENE1::;II I � i i; 1 lill 'iefsINC 10 �i! i ' ® YAP ®I llir II 1. D ' ` , tj ;�i ' !.,; ; ®1 MII: ':'ii 1!! ® i MEIME®ENNI i0. e . '' :b:. '.! IIi; :•.': C..1 W , i •�:�i!!i ® 1 � 1� � �� ® m1 n�' }': ®�� i: 'I Q�(pplHiN�1p��11 . : • . '. 1 !iii i I :- ��� Z t lMliii N✓Ol Maio II• 1, • : I .ii !hi ,i',�W11�fIRt�11'' I .' .r 1 r 0 . .. I! _ O 115111 ; i`S IW1 !I M1h 1111 1, !ii lil 1i.1 i' ' 1 'ii !l i lllET.N •'� I � 4 !101 ®t! 1. y AAII� MITI 11111IIi 111.1 i 1 igH ' i i i 'ii `ill i1 I ii! II.! iii �l i®'!•'Mfiffl ' lO :1;1M!}• !w iY W 11 FOt1 i ilHtfliR j; I :i I. ' �w ® 1 • 1 1 . ti a '� i' . 1. Ja9 �il .. i F • i' I��i1��lil�Iilii��11�I�® Ilk . iii i .i ' z i !NEI' I ' Ii i �;d!i! �' E I ?iii !! L plan; . . i0° !_ :� IOI 0 ! ! oviim 1 ilml: ; i'1 !iii I�li !Hi lill li !! i IliiIMINNI 'n li 1. ', y o -,11 i moms `'!gin!!!; i!li . :111M!!.i iiiim!!:,mI;!1 !!i i ;!I Eno . !l , !, .!•• - !!. -. 1 'a 1:1 Il i tl 1�1o� � '1i ii!i :11111 !i�! Hi I!!! 1I Alit! ,. i i . ' ' i.ij• • :c.). ' : .. _ , Iim Ii' ili'�':i;Nill � . '�EI i!i!IM®�B®p�'!!1 ii IR I' ... _ __ _ ®:_ ' ! !' !!II�m ioiimll ! li1 1 QOM ! I11 !!II !' 11'' 1u MIN111i i EMU :Vow mii: , !i® .. . . ill; iij ®� I rill ,t , I ! .!:, Iii !: iiii ! I1�1 !! 'I ; i. I!'i111IM11Mi!I11MIME1ii1 iii tli►'1I�i 11 !181111! i ., !cop' ! I i; 1 : ,.. 1M iii 1111 !'I I'!!!11M1M i ii n i hi' 1 111111_ Illl illl II!i �11/ ; 1i:�: i i lip. i :I � lir MIME !I i ! i1 iI!! I i i O �t mn�mIl�unmum lllu!WmliAtil�� �e ,- ' , ;1} MEE, i M1111iIMIIflV il!1 . 'i! ii „ l Iiii � _lli ill�!!!! f I!i'fl '' !i1i� li!i1�®iN� I!!'!1!, i'111IM�i I I! ! i 11 iii ; I I1fl1ifilio lb_lin' .Ili i }l i ill • I li.l1 ! i ! i wand i' r 1 II } ! 1 II ,i1� 11i1'''i! iill hi1110iim ;!' ;1 ! ! i : II I , iilNIMEL4 Jll'i l 1 HI i!ilEN 1'i mum �IIIBIUII®1 W ii'I '!II !I!1 i�!iMPltli 1 ''l i iii! t! ill= it' 1 i' INN AIM • !��15®' 1 , IL, ii ,!:I ! I ii ,!!; !i ;i yi I iii !i1. 1 11 ;hi 1!I !i!IIINI I.!, ca EN ® ,,,, moinills z • Mt nom:; l} ' H ill i !Milli Illitg !f!i EMI El ii 3 :o 11M i1 ' 'li!1FHI �1M1� � .i iii 1 i iI. ill; i l iiii } i r I l ' ! i i 1 � � MIgMMNI 1II1 Ii iillH hI 11 I 1 1'!li !!I. ii , s� i; !lI um q�H lIII � � pp}�� 1 o ! p11pp !' ;: 11 }] I i I'' i ;i. 1 i� }.i W.� 1M11MI11M11M11M I'IilBF'! 1�'iI'1fl� j !ii ii' iIl iiii I•' II!i ii ii I!' !!I ' III' 'ill I t' 1'11 i II II II, d i !lil Ili iiii ' ill' mu ! ! +O i 2. mull I NM i I I : I �I' I �. ; f �� IC.I:i.;i: 1'it I .. . 1 �I n i' , 11�1 � ' i , 1 i � !!i! i i� �� t 1Nri : Il i 111111M1�111IM 1lIN i ! 1 i; ii l}'� PlHl� t' F1_lLli \1Q� �Il 111 '11,1! 1111fi r.!,I1}'111® ii 1 Ili! 1,:•; ;:ii !• �. iiii .. i;IIIl''. wnm i► NEEN!1iiiii ! i I 1i . 'iii:!I;Hivi Ali m rmarce :' � 1l1 : !i �'t'! I E. !! l''' oh oh NE ti!! 1!!!1 iii!��'�.dw, i• l!100m ► �` • ' • 'ii!i !!!!11111 „I.' ' ii11111!ll1H1H i'il i' i!!I� i!! i ! i!'�' , !!E .���M .,pma }. 'i !i. ' �' -_ • W Il 1 l { i •I! i i ! ! .I ' i iii! It1 ' .i ' E R® .i'' E ',.: ;Ili i!'! IBM YNIMMO� i ; � ! . 1 . V ; — ~ 1 �� iliE� i} i. i ,I I t I;I} i' , }lI ' i i i i, I i i:: : ,,i : •;r: I: i. 1 1 it !, rill i, ii !:if� ' �i El i' 1 I! ; ;• ,i I IA i • � ' •1� ih� Mi1 M '1' ' 1111'`' 1i i . 11'1 ►It' !II 1 1 I ai! ! 1 1;11�m 1! i �:•l1 illN� 1l111i 151 . lilt 'ill III 1!1 !11!1M I 11INDI Dili MMIIM � I!: z _ � f1M1118M1 �M11 IMI .1M 1M i .1 i ' I, i �'! ��� � ° �' } ti . I ii! li I'�p� i !' ill; . i'1 il l. I I !I! i'I! '!1 i !'1 iii i ;hi WI aMMIC .: :;,'_ 1M I,. IIM111:i: '•1, iti!IHH,. ilmi ; 1 1 � ., t i { I!i•I 1f#I , ; �� llll1 o � l !; ; Ili i r� ! I II' I iv 'II Ii l i! i I I' i i i� 'lttA,� i tNeY:: 1111111f,�tp� lit !iillahl lit 1:11 I 11 ':! !'iIHHI�pii!ll di! !!iiyl! ill Ili! 1 II . !i• 01101;4r :.1,' I' i., ! !. I ; F 111111111!111H 1 !i i il� 1 1:11 1111 ! ;i1 i !'ii i:liiMENi11111 Wit ii!! I!!! 1 11111 !, III ii!i li! !Iii ®lii1�l Iiii8 1011INIM F 1 .ill 11111 ill! iI Ii H111h1iIIh1Ih '!I Iii! !11! hi. !lli !1!i 1 L! l 1111 1111I1M i i'! 1, iiii �. � !l . xeffi�llHtm� /Qw�q i , , I;: •'1�p� , ,, ;, ,: Ralf' Ii ; i I ,i qi , Timmons” I 1 'i�' 'li1I Ii� l t: ! « i'' iil'�. I `.I�! EMIT NI ��W.i: 1 :ii �1';!IM''ll� INE ER 'E �iIIIN"1'� EEMENi!i`ME N i II 1. 'ii a is 1 i 1 IA! �� ®° 1 � ! ' ` i!!1��1�' � ' �l , I �i I ' . i ll! i!il IIIi ®� �� ®� ®� MIN 'Ii! IIII pi � N� iii ii: ii 0. � [aelill]. • � : Y I i :! I � . `i ��IH����iHi1� ' � 1 11 ' • ape�N�� i !' 1 'I II iii• NI !, Iii iiii t! i iiii 1;1 ?1 ti is !i i ll. l!i :i����HHjHHH ! iiii 'i d 11'1 111. :ill ! iiii ii!! 1 ., I i I I!;! IHIe i ii iiil ".i. 1 .t�. t i:l !',1 .i .I .I1. i'...:1. tl..l•!• � } ! 'i. � 1ik +�{!a . I9� .. . ;: • 1, ii'i !ii' ! i . : ' ' r i; - .li '�Ii. I' ii± �!• 1 i - 1 i 1 i .1 ! I ,11 • �I' 1 , 1 ` ip ENEmEm' ! ,' I 10 o iii I ME , OIMIEEMIM ;; ;MUM :i±® �®® MI RIM:; :;; o :1 - 1' 6j; 1!( I�!(1; M�II ' !11 ®SEi 1 i:1 mangy ® ::!ml di j!I' A .. 1.1 I Ems !•• 1 I ill! hp mm • ! '1 1 g i;ll , I - .1U1,!, 1 p « i ? !I I. ' i l, 1 �s.. -!: plimmI''I' plo�i MI *9'.' :. 1!'11,'! .4y_C• ''1! MM 111! 81N il!i:il . - " . 1'' I : ill •i'I � ';, ii ' i1'I !`; 1111 �� X 1 t1 11 � I J , ' r �. p . ' 1 � ��lii' I I�!1 ;! lili I 1.!I !!'.'NNI� fl1 1 ! 11 1. 1111 o��!!1!IIHHIH I!i i®1 ; II !. .'; .I0.• '!111 r ! � it I MI 9 ME I I „:+ _ p :' 'I c : ' 1 ' 1. i . 01111 II' ;!! dl; i'I'I I! M : 1i! ''I . 11!11 ®!' !M !I” 011MME1® 4 :a WO.: ! .3 . I. H; 1 !!li I... ;nil iii :111 j!il 111; �� � limi in : w !du: i ` 1" aoil0II11 him !il% 1 11!1l1!'imi!I' m l ;i i''! i!.1�M ®S il . i i li! z i Ilt I i I ! 111 ' :, Hi; 1! +; i :' i i .I!! l I l 1:11 I. � , I ! !' !• 11, Ii!'�il •BIl7l!1:1 lij i:!! ;.Ii !l I ,! 'iii !�l•1O f;1 . I 11 I I ;Ii l,' i.,l 11 i li,, lil, I !;!i �6�� 1 n 1l fO� l ! 111111111'1.11110, ,!1' Ill i:l1 � r •(� i I; •i'j ,- ' ' T + 1M is 1 ' , +' - N li-- rrir ,� ! 1111 I 1 ii! �!1 !! 1j11 I jl( i ! I' 111. il! 1'• 1 nn I1� '' i 1 II ' [�Il�l illlll 1! I ' MBE ' 1 ca i; memonEam MMUS ! - 4 W 1 1 ill ' !ill 1,! ; HI � 111 'II 11111111111111M11: 111 III' h11:�M�M11� .4._ : II,1 ® !F O 0 III i IMO l I (I 1 1! 1 Il;,'I!1 iI tiI' 'Ili I(!l 11111 '! ! i ilifiN I!l; Ill: 1111 1(11 l lijl ®ta�! .' i:l i ! .; : b . -1 • !ii t i o V ii ' �!i in Il! I ;I !!1 1! '1; ' -i 1 ii�shaeqWU eir uw.p11 LI 111: HoI.I' EN MIll P'. it :1 11 11:1'!'i1 SWEE DE li, L SEMI 4, 1 i ®: ' 11111 '!i iii! I!`1 11»11 .I ';I 1;ti I i ll mW� 1,'1E M NI :I 1 I.I'� i • 1 PAM. I! MI !' :N•i1! +1�MPONINE .( ` 'i, I I o 1iW In '' . .r. 1 I I i lRliii' Illqifi�I�Q �g� �l1g1�1 !I L .' l r I 9 �y��mi1� { � � Ii 1 1i 1;1 '11I�I1IIIIRIIOIII 1 1 11111 i'1 I►ui lllll111MEIll 1'1'1 oil i Iii:11 ® bI: ?I � . 1 11 1 hi � I li ! ;;� ',! j ; II ; I A �I�II�II�fl�I1`' i 1 Il1 �I�®I�����f!(�t�t�i1�' `!'����'1 L ; � iii. i , l :! ; ��li!i l �1II�II�OI IT i i11A 1 1111 1 ;fli iii 1 ill i *.' ,1:1 14111111;P: 14111111;P: 11111 ' i Ih ' �� • 1111111 di; 11111L ti t Ij1�l1! l I lii! IIIH!i!i i l l . i'"'! 1 (11' `I!; ,c� NUI1 1'I��eal.j . MI ill; Iffilaing I!I • f11 i'ii i.lMU1� fl I !!l lI18t11fIHpIH111 11111 , I , {lliilliji !t�1� • 11 ' i ®;!i'� t Mk' ! Ii IM i;1' p, I'1' 11111111 � " ��i !' 1 11 1I ISRYMINHI11 ii.; 111, i'I AMMO' . MMO' Ii1 MIEN .' m 111111111111111;i!' ! f' 111 wIIuH i1i Illl iill S la 1,.1 !Ii Mil N' +1 NNW! X11 ;!1 ! i! : 1Q# � � ® IIi M� LL 1 iill !i INN i !!IUi � 1 I 1 11111 ll:IOg'11I i;' i 1 i!1;�'�,,'�J'� ! , ;1I !I1i il!l '' 12 :.1.11111 .jl!! 1' 111!�0BM,1 111 " {!I •i1! i!iiE; ! If 1 J 1 !'Ii ;111'1 +! !j i!l��l!i1�M�M O^1` ,r I 1 . 1 11111;1! 1 I ' 'Ili 1'1IHURIN� IMMI 1 `!'1;:11 i1!'�� , ,111 o it IAAIi�IItI'; lily 1!��1 Illlljl,l i11! 11 ! I I !' II!I tllMIIIlilllllf IM 01 IIIII 11► 1II61i!IIhlIMIM11111''1111111 1111 '1NH1'11! II? I''1 Wfl!'1 !1 1 M. H. _ dhlllllHIUI11111MMU ' iif 1 i'l. ' I.!' Ii 1 1 IIIMI ' 1 �q�,,g��Il1�� Ii 1 I ;'1 1 ; ME�p ' i 1[. {{�� 1:!.. I!.i� �'I'! Iii: 11 id. ;::' nil. I:' '11! ;;II YYWW�A.'LT:`'e.i l ;Il ii, 'ii iy'l!�I��IRili1 ' , !' i111h !' IMIIIIIHIIII i'1 ,* 11 11111 fflhIht1 • 11 1 !llil p111171 !' !� 1 1 p p 1 ' { . h lM 1 ffi :illl'i :1111 II g ii'! I11�IIIIMII!. 111111!1! 11111 I'! ,1'1 i'i111111 w'�Nl� !11t 11111 11!!1011 !-1i j 1i i � I', 1111111111111111[111 ! I! 11[11�AW 1'I ,t, W • p i 1 ' i '� I, M1 111 Ili l 11111 ill; ! +11 it �� f' p ! INfl 11'! :1j ! I! iii i,.1! !1!I ily�7,e UHU� l ; !! MC :1 111; 111i �NIMENI i!ii ® ~ ;111 11«1011111111 I lllhl !l ll'(11'I 1i�1'!!' '.!i1 i I alfleM i�•( ii : �� i1`.I��� � a !!, '111{fiI ifi��iIII•!!' 1''! '1'1MIINII► 11' I''! (I' 111'�N f , I� � I�i,:11x101 W 'III MOW ! :' 1 ' I '. il,i ifilliffillIM W 1!I' • 11011101 li I I 1111 ;1 i i i ry� R�1py , , ,: (� � 0111 i: II I'll i 11 i , lilt !1'jllil' i11111>1!i; ®Iil iill� 1: :i ISHEIS 'i Mi.MM a IiN1I i' ,i F i j i i ;111 i- �i - _ !II I!I101'i'!0111 '01III101�11 i 1 1 1 i 11 1 1 1; ; I! :' i 1'.I If1• MINE �111t hfl o I 1 i •i ' iii! I.1 I llHHll1!IftlliIi'.I;I t1i'.�1i1/10®� 1 O 11111 'H I 1, I I�1 NN 1n 1 1 1 OI IIIIIHHI:'i11M lli '',' Ill! 11 HIH' ' '11 I it lit 1 ' ;' '!! " I I:i• W�'� i lit tlIN 11!1 I !l int 11 i ll i 101IUi OIIIIHIIIII11IUH 1 II!. i ' ' ! 1.11 1 1! 1 • i ;1 1 1 1 IN 0 11 H11 . ;i;ni!,; ' i ,p� 11 ; Z ; !, 1 it i I - i 1 11 ii , ii � .1.'i i; ,.I ::II M1 I i 1.' ' i I • mill nl 1 1�1�1 n 11 nil �t1i1;11 1 '�i 1 I II01 ,1' I01IINIIIIi1II'!'! 11 : '' Hill!f!' Ili, Ii11;1•I1M:! 1 Iii 111;.1111111!1 !!:111111111 pp 1 11 iI 1 EUIE� 1 111111 i!1• Ii11�l1111;III !' i IN i''. !!;n1:1i ill; 1Iil11III'i! 'id 1111 lli i l�Il'lm�Nnll1;I�i1o�~ ill, ' II i •q I 'I a . i I i!I I , - • ���Hp�1(01H1�HH�tt$gj0�11 I i : • , E m I !I 1! 1,li 'I1 ifillg lmm ii 'I 1 ,'11 I '1 11 I. 1'', N 1' i''i 11111Y111 'i 1 ''ii !, 1:1 11 Il; I•,I !li 11 ;ii I,:i N ,I I 111 1!:' Mll i' .�®!! i1 i 1 :I • 11.1 1i 1 11 !' i i I; Int...11 . I , i ,•Ii i 'i 11' i f� '!' ! 11 Ii'11������� 11 ;;!1.111! III1 111! it 'ii .: :i , i11®E01 I!!i 1 !!i'ili01�01��' i ! 1 01 :'di 11 1 : j � i H :i 1 1 1 011�ll i i it 1 i 1 , 1 1 " I:II j:i:1 -ill '!! NENE 1111 ,i(i 111 i 1 � 1 ,1 1 1 11 ! ! 1:1i 1.1101 i ' � � 1tll� �� ®- �-I Ii lIlY��R1'1►1 ,1�'li7!l�11�!i 11 lI1 li: ' Il 1i; Ii!!,! l ; iWi!! 1 1! I �011l i1 � .1!iMENEMEhl! ii' � l:! p :®MEMU0�®1011iii , Hl MIJIE 11 - j 1 i °'i III HHH1, • ;1 : ; ° ' 0p�11q •i' I , l .i - • ., t ;! ^ : i 11 i , ; } I! = 1 , 1 1'� ® ®� ryry 1111f i'; i ds 1!' !i(�I� a I .i -i r1 1 i I ii! 11:11 i(i ; , , ii tl' t... :I !::1 !! ,!, ;i lti, 1!il ' i! 1 i , 11; i •, ; 1 ! I. ,, is !' .. 1.,.:_.......li 1:11. :1 ii1 1111 .111 :! 1 11: ii: 11t 33. I, !PIRA 1 111/•3 - =1' Y8 )1 1a !v Ia' al ,111.G11i j; ! : . .' : ; i!'! . ! i Ia! : I! !f'1 ! sIi !! !I i Mr' .' i'!'Mt 'i1���� iniai !'!. ! 11 ii!, ;1 t�' 1. 1 !. E®,' , :■ Elf- Mill ,,,. Li! :I /llhII I! i i ;i i j1 ! 1i I 1 1 !i.lgli "I 1 ".I ; ii: iii :Y:i j1!1 !& EC 1 11:i I%i:S 4 I; ' : ! i• Ili! ! iii i I' iI 1 ' '': 1IIilil` "• i'IIIM�� i�� ill ti‘. di MAN e • ' IRRI �'�� i. i, � 1 III' s: ,q[���°_�plj1 MU :l � 1111 1 1 1.111 hit !i`' 1!,1 m i it1' ,i1 HU M I !'i !iiI I I 'Ili i!' IHH III' l :. !ii 1:; Mill 1 !�.Il Mtll ! 'I . I.I i!i hit I ! 1 III, { �� ,i iiI I I i ' I it i�ry11 111111 l ii ins Il ,• : ! II i ; :!; �IIIi 1 IjI Ij II I!` WH'I l'I iH�iIUH i•I''lr'�ifR.Nr, III .;! i��OM�ItI[� fit Ili •' i I' I! _' �� � ! I I• ff�i i: 11 ilti ,!e I! Iii 11''i1 i •il'1i 1 illi ii• la i1 IiCCs` LII 1'Ill .i vR� �I�I�I�►fflll : 1 RRI , `RIR � I�1 '! R�IRfl�fl i 1 I� , :'1i lI1 llI j ill HIENI I I ! 1 IROR111 i1'1 RRI Ili l ' 1 !11 RWIRRRRI '! UIH IIII MINN l!I: !IIL� !I SAW" BM 1 �I1�Il ffill :. ! ! 1 ,i i' , , I 1i,1 'i1 , .* ii.l ii!,' ' 11'1 'Milli !id i ': li.'IRIi' !Iflfli Ii'i ! ;! l 1 ,',N. :11 „►-, . �p��� 111111111 y NM 'hi i'iIRfRIRIYRRIIII�RRIIRIE '!il :lil !_� l i . i a fl i ' i!i { I�RH g II��I� � IRII•II:. 1,1! 'II �n „��pp �p ���HHu !IA � ■111 i HA! � III[N j p {� � jp � !' I �IW I!' li' Ii'i Ililil,! I R�III! Hi lii!Rp iI!p�H '''I - ° • • !'1.•' i' tL' V mu i!illltllfQNH1)i' ill v illi i`i,, ! tli'l I!Ii 11i, 1!i I!i IF !ii:__h, 110 !:!: 1 I :! :" ii'...:Ir ; �l I 11 I ul! I h� I'. , i 1 , 41 i; . !III i'I i !i�t f►�L161: II 'lil�HlH 1 i ®�i . � ii,i� \1�9� ® ®��� EMI .'I. p di! `!ii 1Ii'IflflRflii'I I !IWI!! hilll�.i ! �iIII 11;1"INIMI ii llli`I !I'!I�IA''lmuii!I i 11 1111�I111 111111F, I i W.? !1: ". . I o ;i i RRIRR llIM1IIRI� !1!1 IIlltII iii! RIRR1E111 IIRiMIRRIII Ii' Ili lid Illi f�IIilIiuR 1!i i,1111:1 ill; ;1 ! ! !a �f V !l!'','! 111 ! 11: 'I � ;I:: • '< um i!lWil !IRRIWII�II !!1 Ii !11 11;, i1! 1 I' „II !i I1 _ , i.i , �R flR IN��I��IRflli� 1! ° IRIIII�R1flR� � 11 !�!' !: h,' �llfIfl1111 IIOhII 11110IIiflflllORfll�111011 �,WIlflfl IRRIIIMMIflfl Ifflll flulfllNIMI�'11i IA � II! 1 '1 r IYI ! : III ! W IIIII Il�HllIl111I,11 I iiI! 1 ! it !' i.!. ; iii "li ii , i iij i !N.. IIRflIRIIRiRflfll �' Iflflfflfl�lllb� ! �iIRifl�IIRIflRRIflflI � '' �II�R I'! Nil 1' d I t l I 1 , f I I I ! I I! Ij : ' !1 1 , ill RIO! I; U dill fl1lIf 18fllIIIlHhIfllIRIIIRflIIhIRIR1 1 1 i r l ill. w'!11 1 ! IA' McliIRlll'i!RRlu��li,i; i ; lo �'. o, i HI IE1111R�I 'I!IlIRIRIRRIN{�RNIRIlIII' I1'IIII11111I I !i`' !I I I !1'!111' MI Iii '1i1; 141 '' 6 • I,IIIRRIiIR1Rllll'!'!i11 Illh1IOIiIRIRIIIilR I I l l 1 i l 1 1 1 ; ; I I1:!1I�I�IRRIIIII I l i ' ► l i I�fll I I I i i A M " Ph i IIIIIIIRRI111III1HilI!!!! !II' !IqIIlt{Rfl II�II RflI .I II�I'1; Ill ! ill 1l1OM IiilM ;1'11? ;Hi i!i li ., o 11 ! i`•. l, i ill !'i, '1 !Ii I Iiii�ry�py}(���(p1]11 H ! i i` ' i,. i7 .i:::t!, . ; ,I ! !!R�fllflRlfl�fl''lI 114111111E1 ii, I " 1� ,:,:11! Hi1:Y;lfh '1' 'i '•�Il� .`.� ' : . ! •'� j , Nifill lifil RRIlllfl ll,i�I'il I' iIIIIIR�R�IiiiRM Ili 11•1 I1III 1! i !ii�lflfl !11.11ififfiMangliffliiMmmifingili WIiIRRRIIIIRtIIIRIRIIIRRINIIRRIRRR 1 '' fllflllIIRRIIii 11111111M111Iilflti11111gll� 11 RBI RIiIRIRII� ! :I NI ! 1 I1W�RNi� 1 1! 1 ! '; I' , , t, I u ' ! 1 . I ,I, I li 1�1RRil1111MERfflfl1lIRIIOIi11fl 1 ! I IRIIINflORllRIIRRIIRI�RRIIRR i 1 i 11111 !1 h IlIfll I I I I�iflfl ifl 111' l>f 1111 1, : .:I I NIIIIIlIRfliuIRhIIll 1 IllllflhIIlhfllfIMIi IflIlIIIf IIRIIIIflfllllRflllll111•1fli l VIII 111 Riil =a it AIMS' I ICE pllflflflflhRflluflluIlfll !l1.RifIRRRRII!!'RRIII IfllhIRRniit ommo II'!I iI'lufll 111 !!iiIIflR [IIII I i;! ini mu... Ill !1 I ll i 1 l ilIlflfflffl��iflliNIMI fl!i II Rfl111:iHI I!IIII1' i ` ' flfll IIflIIIIflflRilflflRfl1111I �(IIflRR�"!11 fllfl !1 RIIIRfl1R1R'III Mil i. 1, „ � I.1 '' �:.''; "l(I ! ! 1 IRRRRI' l l i 11.1 ill' I! j 1 o' i; 'n�u�"11 uiLllll'nu l'i'�li'1mi : i MEINO UW ' .11i Ufll111 I; UIl LL . hllflflllhl1 1lflfli!ii 111 1 11;pm !!i `:zemilmlIIIIR;'!' RIO . I''iiu1111!lIfl'`i!iim mi iluili ummo ! Ili! . , I ' 1a IRRIiflllflIIHI1I'! l 11;, i'i,Rfli i � 1,' RIIIi�1RI1lRRl IMO '` ' i I g� , � I' 'I l�i !i i ' 1i 11 II! NM Iiii :,i!{ill���'i1i i1th��� I: Z. IIBIME11lfl' i ' lifill' ill',, flRI ! !YEW. 1! '! ''! RIr ` �V. '1 I 'AMil . i �;I W i ll lI i lr,i I 1, !'.I I I I t , I�' It Il l Ii ® ' � ! I ijll 11 i , ;!1 ; ; i j � I O MENU l ' 1 l MINIM 1 I �RflIRIl ,1 I RIR ' 11 1111101 ' 1 Rfl1fl�Uhi1fllflWtlIRRlllll 1 • 1 VA 1 11 i 1 M1. , ' ,'' 1 ' 1 1, ' d MOM11RRIIRflR1RINI IMI Ifl811111111111 MI1111 1111111{IIIRRRIR1RIflfl R1111IIiRIpRi MIffile M1flfl1111111 1 ! I ME i 111' I .1 1: RIRIIRIRIlIRRIRRIIIR IRRIR RRI�III MI IAMBI!! huINRIHIRRI IIII l i :I: OM 1i :I!iI Iii1IMIMirilR!11I ill .11 i1'1 I N 1111iRRIIRIRIR l I N E 1 UI R ! 1 1 MIIRRI MIME il I ' flf k 1 1 ` 1 'E'lS RIR' 1 ! 1 ME11111111Miki 11 i' i i 1 ! 1 ! MINI i i:1 EIS 11RllflflflhIRIRRilIRfllflfllflillflll1111M111 fl111111'11 i 1. illlbl' hlle!i FRI! o 'mil! a ili,'!i i iiI IRRRIM'I'!IRRR1DRRlfllfll "' till lHlflfllflfl 11 flomfl lir i':, umnomilU1;i' h' l lmollfl1111.l:i 0 0 NIMMIIIIMMIll !Il1111MIIM111 11 Hffi flhRfll 1 i iffi! vf111! NEW!Rffl l I! °! !HI , `iii 1'ilWlilii !i�IN 5 HIE MI 111111111110 1 WINIII!II�IIiliai'' ! !ii'� fl(11i!l; HI, 1 ,,. ,ii i:,i !ii, 11! Il ;i!, , ' i MI i.!! '1 NE W 1'1.1'! 11'� • ' mourn l!i�Ionommifiu I m i :RR nili I EN!liIRRliu fl� '`I`mums m ximuns''1' i ' lI I .I 1 I,i p 1 1 II ' iii! '1i; di kli'I�''!Il ` i1!�1n�! ° maIN�11ii walla . iit Il . il'1! ,Rlflflfll t !RIR 11 1!I�iNII�.'••1 II , I ; :, t' ;:, �, IN l l! I' 111 1 j l 1! I I 1 1 1, :ill l 1Rlll�l�l IMP II RIflflRIRifl � fl�llfllfl� 1:4•' �Illflflflfflfllfl �:; RiR Ili' 1 i � !iii Ii ii 'I o flflllflflllllllflfllI MINIIIIMI IIRRlIII E111RIflIflfllRlllIRIIIRflhIflfl� 1111 EMS R 1. OMEN 1,1 ! I' 1111 !! 1' 111 MOM ' 1 1 Hill II! • 1111111111111111 E111111111111111111111111111111111111111 1 1 1 1 IIIfllhIlIINI flfl Rlflfl l 1 1 1 ' flfli1111MM IIRf 1111 1' 11 E !4 : i I! 1E !NNE o Mil IIlII IllIlIflllffll l'!' MINII1li! 1.1I11flRl111111 'MI i1 1�1 111. I R� 1' RRIi�lIMl �I�RRI 1 �11�1'1i 11E1111 1 .ill till Ii IIJ1 I I any IRRIIfRi!i! IIIIR II°'i I II i!iRlO!11I in Ii''IRiI'I IRfll�pIRR'lli 11i1!`I!I�I�fl!'Ii il!1RR 1:111l'I!IflflIIJIII II' CIE • 11 1 ,; iiI i ,:; ,I I , , , , ORMR E I,! 1!!! �Rflflliflflflfl NIIM�fl�fl !1;1 ! I. Jill 1 !' !I1i ME 1 i' MOHRIII� 111 1;i MlIfll E I' I ! 1IIRI'i!i EMU! 11 fi 'Ili l!i t! i i i 1 I 7 i.!i , , I, i i1 i EMU i ':! il I l,I III flfll1 i ,t i' .11M Ii' 110E110II!INI' iNIi ,! llf�ili!11 Rlk!'II : ! i1 1 1/11: ' IEIilfli i RRII�'ii . _ ! , I! I ' 1111. 1i I !' I ! 1 11 !ill , j I' i, 'j ! 1i 1 ! ' I: 1' 1i''Iflfl'''liil llifil111i Iiii ;111 1 1.1 1111 I ., ,,Ill I �i 1 1I� 1 I ,ill :,i fllflfflhIIRllI RRIijil 111 111IaIllliIi! 'I 1; iii 1 ! . !I1R� t 1101 1 �R'1 1 ii! �11111'!!III 11W i!1!flhllflIIIlI III Iflflfflflll 1,I',! ;!11 �lllllll�flli111 I'd i1I1 ill i !1111 'iii i'I 1: Ilffhi' :, t ! 1!! li!l •' I ` ;AM ! i �'1 Yi i 1111 11II NHIN' i ,1i 11 1 i•II I.. 1' ! :! !Wl l I H311 'I1 ' • " la Rfl111:: 1111 hill'1 Illllifl 11;1 flE MIl 1'11 INIElil ! 11 1 IlE 111 Hifl II'I IIfiIJIll 1 i �Rlllll l 11 1 11111E11111 11 I Rfl1RE 1 )i l' MMI 1 II II' I i III{ I' 'i, j II it ',. ,.� I I j 1l I .:11 !HI ! .1 I.!I .I! .11! Iiii I!1, i.11: fill Iill !Iii !.1;.i'iili1:. !. ti ,F I! 2 111 r,l ill; I 'id ii. K>�t ,j VII !111 111111. I I I!!, 1! IRIlII ! I. • • Ii ' 1 1 ; i i i I ii e. E' iii.ir. EEEENU!; 11 ! ' ! :le;'i! �i!1 i ll'iiimilim �u� p I a'i[A ,!; I1 fl • ►i i fplIf1 MgIIli!! 11 !i ili' iil.li; • 1.'i ; ®iii! i ; 1; �ii' mU p �' 1 f ' I'l _ - ���1�v �Q I' Hii��ii�ijiji ,�i�w�ppy '„i t , - l i H ; , P . . --d l.;. id; I�IHi16 iHN i,ipnlllo '!i "1i1 !lll Jil :: mii rIl• IN �:i'" u >' !! i l . l,n,h i P lfl►a�• ' l iSu i y NEI�1 : I '' ! i.111111111!:1 - ' ' it9 E ' nuImH ll n flIB1 I'1' IMO ilii ii ifP,i�p iiI 1!i I '!i I,i 1tr :; r; x nab . rili 1 il!1m11�!'•1 am � 1 "I'' mp,'j1''i11111110' 'IDM1011�H '1' III; ;Wind!' W i ii ii ! I II I' I t" ii �rlip) !! ,• : :Iii t• 111�H�I , BNIi i 1 II' !1!i �''+ ' i; i i; ! li ; ; '° m :i ,., l !. +� ' •• . !', '; I . : 1 II il � {q�� fI l i i III' g l n l � I I � mp H �� I i�, 't` ii ', i' I1 r: { i' ill I a + � i ! �,!'1 !!1 iii !l' iimh.71`i'!h' 11! 1 '11 I U1IB MBWIIIIiiI : �i' :�®ll� °c) •' i� ' i i . = . 1+1' ills 11111 ; 1:ilL 'iii . fir Jill ill! Il,i !Ifmul i�l ;i III! I Ii' 1 1!'EE .V ° ..,� ii '01 t . • 1111E 11; '' 111101 !iii li,l Hlil 'I i P LII i111 Ili: p i i lC � i � y 'I.i{ ll•!i iiiiI EISMIM 11 di el ,4 !i =' M ; ' i ! 1 1 ! i • ? ' , ! i , { i Llii l w I i l i l . l i i ` l i ! 11'1111 i l l 1 ' : ' I ' ! i r n i n g l Y . ' l i i i l i i , I i ' i ` ! m®lliz k i K I M 45: *1.a t 1i!' i.'I QI111111i I i'li ili' - ii jl!t _ !Ilflfl111 IN , 1. 1 ,!it ! ' :ii' Eii11 11!1 1i1M:ili 'i.lifii'l IMP IF! ��9/!= III Emma um l'', i I l Hpl iii I II IN 1 "' iii 1 'di ii I 111q.111' 1pppllllpp li' ;II li'. +,i MTh- ., I'1' -� ' : Ul • `' • - I' ', it :! II II :lII I I . ! •Il iii[_ .� • �111 II, 111111'l 1 1 i ll, • II Iml l' 1'IIlb;Ulmi;�ll llV ili!Imll mp 11;t!1 . 11I bilk i ;!1 ii 1111 Ii 1 • IlhII IpIIIplIiII' 11 11 ' 111111111111111111111111111K0 M1 I O Mppl I 11 Imppp'1 III' Mil 'i �1 !;1 I,;! ' Dill '4 I p III 1 I. II ! l i it ! i' .il w 1H id 1, ! iii ! !11- 11,...:.:; + g /- _.- II11I1mmlIipllppllpll I I I 'Q!i1 i l�IEIIOIIIIIU ill iii, HIHII I;1 �pipili knit Hill i i' i ; i i I. !, Ili ;Li i11,111pip11''i' i ''iIIifWNIilllllU!iI101111'1II( jffl ', ° Ii i'!InRilnn'i1 111 diiIMII1I';EI •Q : '. ''p 0 El ili1EMEINIifin "ill ONEEMINIEffill IN 1 i i 1 IGIMIE lMpl IE `! i i IMI RIII !' i 1 1 ,1 VII1�I�InIIIY�Ii >I�IimIii#�.li:r'��� r Mil' r !.,; i; .'i+ g � pi�� :� q �l eiw 'i n { y l w y p� n n l � �{ ®m ien �eq�m�i11. , 1.ry��1��1,�11 I ► Ill I! fi I� l +I i r: 6i9 • I : i dml l�lllpI1I ti Uhi ?11111 Ii IAN= I Hnllwn ;'' Ilp! ' ®Rli1 � Il1BIg11 I i i � i i r ' i � i i 1' ' O � b Ili! 1.11 !I'1'1i' 11111111 1 •1'i ;Iii NH Iili: ,',i'i1: WO 101 WI, M!! , i l! 10111 i1ii � !' ':i. ''' • .. , :,. : ., III EIlppiplpNB'lli PI; 11111 i!!' 1111,I i �mpilmpmmp ills pmmplliilli!i��8' !itl 1,1 1 1 ,''' m pumps NI 1 ' 1ml 1 ' ' '' ' plpl ll 111lpillp 11 p111EH p mlHm e. i i l H � i ! ip� 11.1 i 1 r ! i l; � • i u r mp ®>il fpm , pis I mplpmp 1'i .11, 1 ppppl 1 llI ilpipip 111q'l. 111A•ii' 1,il ;:. !1lmllIP ill!lI: !Ilk!! hi !iii ;::it 1 1111 � p�� { p y �: 1 , •� r ,, : !� j; i :i • Iml�lppl i 1 iUpmmlI • 1' 111111111111§11111111111111111111110111 l ! 1' 111111 !llll.111 l! i ! l i mpmllllmlmi .1 I!'I i s ! 1 i ! ,. ; l : : I I . 1 Illlpplml'!`i lIMMI p111 I Illmppmll plp�mppMENIMI ll'r plll�IhI'i Hi ! �11:1 1ii il! EOM 1 1 1 ! Ell: 11: ! ' IR!� : E ipllpiilmlmpIIIII' ii�Imp11' Ilil� ,il: ;1 i:l ppl' +. Hill i;1 Hi! 1 •'I pmppl ElID MBHEmi .. ' pm ' Ehllil,. ' 11 I' , oil ' •! pm ' ,'' I : I I' 11 :; F 1111 I pmippppimplml iii lmOIfflI !�l mpmp mphIlil 1 pmpmlml'1iau li� 1 p11 pm 1111 Ilm il; iiii IIi MI EU • I plpplppil� phll111;pi11!! ImIIHIH ii mp! 1''!1 , 1'1 ! ill 101 p�Hpll fi®l. um p IEEMEI 11!1 E • _ Nlmmimmp plppm,il1 ill!! l lmlllml®pII! p11111' iMEI'1 iliil� :i1111mmp +1''MEE _ 1111 II, i'1 1i'l111piii' ;III' , will 1i , I i ii'' i:! mil!' { i l! ; Ipp lIlll till MthilllinggV; ''' RMENE '•; illP; W IMIINpi,!:1 1 11111111l111111 pl 111 pplipplpp llIlIllE! IippllmmIIHIIOIAppimpp11I ;Ii ii �!ii 'Iii i I.iiUM ; l Elc I�Ih mN i + I ! i +, ' m l pll ill m mpI I'mNlIIIIIll_' 1 i �► i 'I; i1, i' i i +' 1 I i g �Iplpppipfplllppm [pNpm 11 I Milli I:, �.! ! 1 `..' owl fmlp I ` pm is i III ..,1 : It' � :�, •mppmIllmlmipp IW1! I !IMI 'III 1.1 Iilpl� l,g�m p llimi!i Elm l:;;' Pi; l� I embli 1'1 ill, j !.i {i1; i 1 iil ; 1; • lllpmppmppmitli Ii'liml'iitlllmp lllppllmiuu111 liiiimIIIIllmilllo I1111il!;ii! lh'mmil +'' 0 7 i .. =I!i,mpmpl'li mil 'ill mil 11111 II1 mplpmmlm lmimpr;l1 ii; Eno id . ill miul!I mil ill ail 11;; 11 li mli arl. I!i.u Hom : IIII mpt' pmpm11 i rpmpmmpml' 1'1!mo111 11111 111 i 1 id!MIl,;l ;li, i 'i !AM 1111 1mi'!,1Wi1I i Wham 1I m , MIER di! ppimpppliii: II! !'ii' lIffl' 0'i 1��1 ®11 1i I.;1 ld 1!'r ;90I 1 Ml i•. mp® 1 '1' iii 1:11 ,I,'lllll!!li lit' !!i plpplmmlilil moll lit mimil mplil'1111 ' Ii,! I i1 1 1 ;ili l lnii! lli! 11 l e �m'i'i. m BEM 11'111�11�Elml 1 um l'imll rlpm 111 la;ppl�lmllil 1111 ii'Ip1 1IN�;ftMB& RI�B� Ilil,ln 1111Nli!11 Iii1 Illilmoni11111 1111 '1Ii 1 1 i!,i ifillniirli pm p1111 1 1:1 All I X111 1ffifiESVI,l i'IM®i . II ESE ill1Immmimlmllpmpmpllliml ill' HI pp EE 11!•; m1n 1111 I �IU iI I�I��,IIuI l ,l i; Mil .an : i� 1fI11B10tlH11t1®HET1 {Bil1[Yillflilill111 i t ► i l i I Im.'I lmpmppmmppmpml 'illmilmlmpppmpipHImp�li 1 linll E1;:1 !iill!'111,!''i'! 1 '11!Mild! '1 111 1I®l� h p I 'RN 1 mppmmppmlppmmml l!11�pmmplllNII III pp1lia III `11'mp0111 ' 1 MI 11: 11 1 1101 i'!i EMI ll'i 111 ; 191 RM i 1 111111 1 .o IIllpp11111 i!lmlmpmlimpl1! I: ' ,,g 'llpmimlpm 1 111 ii''!1I 1' 1 Il ' !1:1 '!1, i Mil t1{i i''Ipplmflu mll0 NINUIRIMhl1 'i !{i II; IS a ,'�!' I;t1' +•! I; IIppi IMIi I'1 I1''ii ppm11i' 1 1111 III i!ilni!!!:! iii! ' 1 ,1 111 . ; 1. F l 1 �p li np� 1 : ! r I' I I , . i �pnn i yp��� � ®{�q , ; � r i I , ��pp ' ��{q��� , . :., � liUN11,'I Hi lil 11!ippl!iIImilllmpmlppi,ll li;l 111,,1' I'!i i,(I,illpp!'il" t r i ,l. 1; ItlA1Iii! i !l' !Iii i1 r ' ; 'i ! . 11 I' ill i r .om ' 1 :ii 1,!I�!•i! ;:I 1 +um 1!il ppl:il 1 : : 1 i' ��1111 ;1!•I '' ��'i 11 1 ii ' 1: i' +: i •' r.l• I ;I ' .,t .1 !co F 'i i �111i1 , ;, 111111111111 I I: il,: + 1��lp :' r: + : rl, ' , 1 y �:' �pip' ' ' + • 11:1 �i,Yi[1 ; .1 . I I, ��I li'i � ��p��•1, ®ilt irli � l,nQl :�!i�l i�''i •�f+i �'!l'�I i!i: ®� !I1 ii i��'I jli ;;1�:' Iitl11111i11'11i lil, i•l l�iilI�ilij�!I!'��r1 1 i `I: .l I � a 101* i '`, I1111P1'' Iidl r!., ii;, , ii ii °: `,il ii :.:iil iiiii io'' Ii p��ii; ,,!i 01 111'• «I,'ill '! .:Nomm�0111 mmonli ii l >r I n hl11 it , pl8Mi ' 1m111 it i l i, II i�pl� � !,l' � m p � p 1,i' 1� 1 ! 1 I p ,I 1 i � i' 1yl _ .{ l 1 , l l 1 1 1 ' i i p ,i 111 � 1i l� 1 � 11 �''•' 0 IEN !' 1,11; 1i' i'1 ! I;' p'ipp illi l� i i I .l i j i 1111IIi1111 Mil I I I 11 is l I i l 1111 ' i' ! I C.1T1fEtilE 1 fflif JL►ii �•iY3id1ahin l 1 i ii ii B 1` gh;I- , i I. III Ill hi i1 ` ` i.'!: iiii i: is! �i�ris mulct ° `I :S`' i •' ... IIEI: 'Ili! iiism :iimENN �0' :1o1':llnsiill11i!®m .I1 i1 ' :I:OI irirtin g. �► I'i`lE , ! 'iII 111fI!!; ihiE ii' 1 i IT li`i ill.mons fflM, IIIp : : ' _ i► i! ! I!ii I, i i , ! 11 1 , iii "!iimmi! ;1 I!li it !`III ''II 1:11 ,11` Iii! 11 ! !i'I i! Ni !lop; i Im ;ilms''j i uI1131r,i 11'!1 Il i i :-"ii '11 'IIII 11,� 11 •!l, �!I I!! N Ii 1 1 , 'I Y II'I I; ! ii: `i�' :Hi 1!'! 1, 1 III ,'i:, .'! '� • ;I;, !j I I 1!, l! ! mill, I! 1t1N � ! 1, I 1[. i it ill I !i I+ !�i.11il!l',II ►l!! 1411 II�i00 111 :1 1� iliimll• Im1'ii 1111 i1' 1 I l !! + i C e` l i tutu .' ! 1 i :II I i► ► 'i ! I 1' 1', III' 1,1 ; 'III > :� 'I 1 _' ° 'I; 11 ilir + 1i!I�1 1 ,!l11�I�l a ri} ! :��! I 11111 III�' HN 11 ' ;f''! '� ! ii� I 1 1� .� ,i BIM 11,1 ICI 1;11111411c1 ,.. 1: : ! ;: ;: ,! ; I ! ! ; { ( I ,1 j 3! 1 1 , ! !I i1 1, ; ,. 1i 1 1111 �' '!'i !'1• 11} 1111 I•!I !i.` 11 ;Ill �' ,1 II!I I!!! ' 11�i�'l 11 11 •! ' ill I. l i V 1 U 1 1 1 i • +16 ! ' !!' !I�i ! I, 1 tlli U t , i!.'' 1 I 'u`s i il ; :;. • ' l01I111111�1' 1; IHNi C ;iii 1'11 �111!"gNM ; ;111►:001NI11N� 111 iP' ,�'N114!!i I" ( ' II o.. p i ii, 11�1�1H�'1 HNI1!I��, ►1 l I 11' 1 ,! 1111 i, 1 11 11 !:I, !1 : I I �111 1: 1 1 1 ;� jtl1� B 'a l � • i ;I ; P i w ppf� 111111 irk 1l!' 111 ji: IihII k 1101 II 4,1! ,iii i I., Illi'!ii T ops HNI � : ; ; ii • . 6 1 1 1 I i I! Ii '` 1!!'� 111 ;ii I 1•!i i' ii f' ; :► 1'1�N� ' Man Man • ! iCg 1a i MI ii ., :ii , n iii! E „ i ij 1;!; ! : y , , II j i °: I., E� 1111 giili., 'Eli • b I H11 li!! 1 nELI Inn! 1111 !11 f'•I III 'ili. Id; 111 NIH� Iiiffl 1 III 'i! ! ;15, IU 11 _ i i _ z l�IMIIM0 111111011 ,! jl'V�1IHHH11(1�0i1�l I�N11> M II 11,1.1111111111, ; , 1 ! !: , , : :! ,: !. i!∎ 1; III I 1 ' 111 I! ! ilia ►!l ! '1i ' ! I,1. �N y IOL 1111 I 1- SU 1 I fi I 1 iHHHH1 O 111 NM l ! 1' 10NIIIf111HNH10 NM 1 1' MEMO] i I I;1111 � I ; I 1'! 11 h HE !ri ! 14 ; ._( 1 111 11111{'!!' I! 101111011101;I1�HIIINHIIIINI�IHIII i�NN Ii� j! 1 1! 1 ! �11 i !i 1 1 + I:I' . V a g 111 1111111 111 MenI1RQ9AIIQUd ® IIgN11HA1HB D �. ! ;: '1' NOME 1 HNI ' I Li INiIIHH11111k ►ear r�s m a mam ��s�mam�ll�nel.; �NAI �1 i{ryl 11111 : i i I pi a �� chi I , ` o o . • 10 11 • lj i milm i [1 HIH i l 1. 1111 1111 !' mmi�1� 1 ' i ill i MI HRH 1 I�III�� ! h llhi illill1IJtll � •I l II ! 1 . ,:,1 , . ' ,1,,� 11 1 !' ►' ', ' i �I 1, 1111 ',I! I I I , 1!, t , I 111. •!:; 11 11 11 I I IIM 1 1111111 1 11!1111 !IH �!1M :iil1ii�MI]. , � �" o •i 1 1 au1!' H II1 11lI! 11!! MMMEIli'1E IWIi111 1! 1111111 11ii!i • ;i'I1�!. „ i i i . ® Q 1 IIi , I ! : • 1101 1 !.11 Ili' HHII�I !1!'IH�iIHI►iiiH11 I ;h�11 !111HI 11 T ;�• !':11 „ ;..=1, _ „ 1 1! +:I1 II!'11W 1 1 11`!1 lltEl ui: :i;IIl INN i ! ► I 1111! .1 f !!Iini!, 11 !1! I'►!mpii!IfWIY d ! '. i , . i r l l �i'! 1 :' i l ' 1 I 1 0NINlNN1111MI MIRM" IHU !Hill' l; 1 i; 1!! '�I 11111 !' MINN I�1N101iIN i ! H01ff11111�11 I4 !�I�A 11;1 I , , I I 1 .. � ;l � ;' l ��� ®� 11111 HHIIININHNIINNihHIINhIII 11111H11I !' ' IiOh111011H11► 11.1 '! 1 1114111 IilI' 111111 I.1 I ::1111;, , l ;1 1;;1 1 ! '' 11 !. : MI • • 111HHII11II�1111N i ! NINHI�I 1! NNlt�IINNI111111 W OI NilHHIINN11111 MUM II111 '1 Ia; ; II! 1 111 i! E ' l I i ;ICI, ;' 1111® �11�10i11110I0HHW0 ; � : . 1 ! ! , ! ! 1i iii 1 ' 1 f, h :!!'11$ ,. ,; 1 IIHIIIIIIIHIIHNIHIIIIII I IIIIIH .; 1101110111111 VIII! ►1111111 Ill l 1�1 ` : . 1 II.9 ! 11 ! I , i ! I IIHIH HIHIIHHi I III' ME I "1 111111�i1�11HI MIIII1 10111 11i 100HI►�1101►I!811I 111 'III liIi0'31N1111 MN ;! II 1 1 1 i !! 111111111111111 011 Ip�IIIUII00II111111>I III! di 11HIl�IN111 HH HHIHIHHlI1► 11111 Hill 1,1.M101; I !�! IM MO I:11 11' 1.'1111i 11 „' ;1111 Hi; I :1! �1 � !1 ` mil; II I' {� ! 1h I 'Ii I' awn :1 11 `1 i ll! ' !II W 1111i111Hllill ,1,11111; • 11111 I 1 ! 111N�i 1! �il IHIHHI�H► 1 I �lI�IH�11�11' ; '4 1, HHl 111 1 � ' 11 ��� W 1110IHIIHH 11 II.'HHI' '! 1111M 1M1,'!�III '.., ;I Vii'" H�1i lH i ji!H111! 11' ! p :1 1 ,1 1 III !1 LL ,! °!1' 'l m ! i' t 'i!! ,111 � � . ' it • ` 111111'HHI o IIII I IHHIIWIINN HHIINHN II! ll immillt h !i , IIIIIIIOLU 1 Ill 1111111i • lj11 � i ! 1 11 I : 1�'! MN� ! ; • , ' 1 1101111.1 11; 11'111; I11 Mlli 00!11'! hi ,.,11 :,i' 1191'!! 11 ! i i1NA1il !11 y!i iiii • tim i , Yl i 1 i' I I � !i' i,; 1,1 1111 11 I i - :I ,f :i 1! .1 to: H111I11 11111M 111HIHlu1111NI011 NIIHINHI�I{ 1 IIIHNHIIHNHHii►' HHIHIHH9IINHNHiliflIHiuI 11 ig 1 ' ' ! • :I ' ICI ! , 1111111( llIIIIiHINIHHIHNNIHINII111mH�IIIHH HIIw11HI1lIf1BHiIIIH11111M111I 11114111111MIH114i10H11HI ; I!' ' ! I1 �1.!! 1 I ; I l ! i: � ! 1 1 1 ; NHIIHHIHOH�NHIIHH IiHNIHIHNHHIHIH NIINIIHINIHHHili" 'WNW I �dM11111IHO AMINE ' � 1 i. I I, ' 1l l ill. ; 111� Il�I�11� �N�IIiAH 11111M11111101 ;11111111111111111011 1 I 111111111 HIII1�IIliiIHIiIIIII II! I QI 1 11111M1111111111 111 iii IHHI�IifAiI lima ! I i' 1 '! i I i! 1 11' 1 1111111111;gliv IlI1; I i mmliiHUn�i1''I 1: j c3e �I1gnmmIr}iFlom =r, I 1 !!t; �! 1' I; i s i , i � � ,, � 11 I 1' ! 1! 1111 Iii! iil li aI' 1.• i 111f iV �L 'i 1- 1 111111111111111 111 i 1(i,i M;HI' j! 11 ! i �gli!e9ill,, ►1111 !11�!I'I '! + ! ' �Iqq X11111111 111,0111111110111 1 1 111H!!1111111 HHi11;11u1 :!1 I9 Uffl is l�1 110i�1' !!:!wi�m'.11mgi :1 • 1!! 1 11101 .1!1011!!': +HIHI!i100111111001N� !il Iii' 111 01 111! 1 ;111 :1li ,R ill; .!!!•!111 s 1 II il 111 , ! 1 .1 tw Nimmons '' I' 11'! IA111f111 HNi1H0 ! II 1 IHO ill, 1 11111: ' i I1 non IN 1: l l i l ill! ; "� r .1 ®,!lIIlIIHAI ... I<I>t1 • , Hip I .:10N! 010! !igp''Ii 100.�i1 i'!1 Illl !II.11niftril �r11 iraluminu imp P �I1.li :, j 111.. i �I:a, um ,, 1 • , Mtge I1110111111111101i11H1111101111110100 ! 1 '!1111! 1 ` 1 !'I 11'1 111 ► 1111;'1' ;!,' 111 IIOII:;, i ! R �� 1„ 'I , iM I i ' 111 I �1f11 ! 111, I I 1111 K., I:•I, 0HI00f0H101101010NI101i0NNHIIHHIH01' 1! HNHHIIN 11 1 11111;!' 1 i 1! 11 1 i lI��11HHI II 11 I I' 1 ' I !!! i 1 `1 ooMINUM ! !! U z 010{ 0111111l11IHII01IiHih010111N0IN1111' H10iQIIIilig1H11 H01'1i''! 111111 ' il H1111111111N1111111 i ,! 111 ;1y1� 11111 11!► 1111 � o I 1111 1 I� 111111! 11 11.1 , IH O l IIl ll ! II H HI! ' !! ► 1!11 1 11 1 I ' II !1!l�I l11 H I N '111 . 1!. 1 1 i ',i 11111'i'' 1 1 1111'' I!,1 I l!I 11► 1161!!1111 IgU M , 11 ! 11 !!. I i,1 I ! ' • ! r ! i i! j , . ,; ,• ! 11 t ! • � ; I ! I I ii ! : � 4- II0110HH111HIIII0111N0 IIIIll ! :0111.' MIMEO N11111111111ill j !' ! I!1110�III11H' !'I i1 1!1 I I. 1! IN I: ! I t ! � `i i li , !i' 1 �illi i t I 1.11 N11IIIIHMItiil11HN111IIi' glili 1111 I!11H101111� 111uhl 1 !! !►!lIIIHiN01 ;!, I!!1�! ; ,11!111 1 1 11 1 1111 i 11 11: 1 ' Iii 111 II. I .! !i I :; I '! I ii! ! !! ;I ,; it; ii• 1, 1, I n ! � i . 11 01.11' 1 i1 !1.I111!ill II 11 1!! '111 �I1!! 11111; !1,1 !I: :I' 11 :1 H�' �►���� !!!,'!:!� 1 11 !!il I11 ! I N11ilii 111! !11!'11' ] lil !1!I 11,1 !Iii ! 'li 1 : l!i � NNW!!! 1; ' 11,l1 , ' , I ,� °i-I !I L 1' 1 'I '•iii {1111 p�pi 11`MA c ,I , 1 1.1 {pg{,�� !11 1t 1 , 111 I�'1' ?; 1!j!��111 �11'6 ! %' i! �!I'' Ilp i, �l,il !!', liil�i ni' !I! �'•I YM1�.�111 '! 'I 1 i • �p� i! i ill 1 ! 11 '! iiii 1!'' I► '!!1 'ii! '' �i '�:'`' :i' mii1� psollimm�111i1� ll 111, ,'11i11'I !. ,1:, 1111 ,+ :! ,11� •� i'•1 • p p . ��p 1�^ III ` , '! 1 'i ''` ;, 1 1 1!'j WA`' ;' .' °i ! ° °IIl111_.��l' 0! !I'IHG gu, 110011°;11!' ;' , ;1il mE Hf mill �: ii! li11 !1 . III I ;0111F".;;! ;t. !1 1111E :11 H 11 ' i 1 a 1'' i'il 1 :11. I 1 II II i ' • ' „ 11. 1: , ,I I;, .r-.i ,, , ''1' !1' 11 I II . i fill' I I II I I(,i III I: . 11 I 'ill !1'! 1! 1 1, 11 ill, 11 i 1 1!1 1 1 111! I i. 1 I 1, 1; I 1 1 1 1 : I':! 1.11 1111 I! ! 1111 ill+ 1.11 'III t I i 11 71.11 1(1 .k b I i - ;NrB I 61 1i! •!3 i!, . . I :.; ii!; 'Ii :!;i ti' ''; ; ii ! ' ;• M lei NI m .I ' l ; • pp i? 1:,.1, 1 ® 1 11`1 !f', ii llm �i®m1 :II 1llhi®�?`'i i!li it ! .11'0I MITI ® ''i' 11 11:1 0 S' :rt i ! . H iii' ii" i ;doom iii ; ji .;.1 �iNE1!!! IIflillIllHU ill! iii M 'i; I!I111MMM MNI; MIN!; l ' ii iiii :A1; . ..' , ;11 it!! 1111 ii!111iii ;1: 11,1 II 111i ? ;11i i'1' ! l!I;!�1,Ii1DM! ii iii' ;III 111 ; �1 :!iI� ' .1 ;III I !;'�?•!.: ,µpomp is I ; i !Hi i 'i'` ,sl Ill 1 ;i '® Ii: ,11, . :,: • I .1 _ tl ilti[i 111 11 ill i i)1, �i• g i? i l ! li'11ffi III IIIlllEtIlli'ii 1:1 ' 1! iii •li I f; . :o INYi�'; 1'i! i d; : j W: I ii: I,i: . i i; r . 1 1 i 'lit ill I I: •Iml IIIO "11111! '1 111 li i, I ! g� !il 1:; uuu : i , . O I „ ii .!'�,? ?!mil , 11 ,:�; ,I I l i 1• +! 'i 1 illl�l I ';, iiii ': ?1 ® il�.'7i li:l I,,I ,' 1 , .'� J r �H "i 11111 i'ii11111 . . �p ; : E ' s ° ? : 1 _ HI11' Ill iim11 I i; pW I ! i1 11 1 1'i�''11� I HH ' RIA�' I ii ; : 1 :1) ;,, 1 �' �rl> jj F .e I 1 �II ;.i ! 1 1 1 l i t . 1111 i .1 `'1, !:;' .' iiii ::J .!' I I i i! I111H i iii ! 1 1 I I N � I •. ° . p I; y ,!� ii .pi 1!pp�1'11 1 1 1 � ' ;11100011111r,! No ;ill ill' i''Hf 11111116111 1P11 T1 !id iiii;i11 ii ' 1 1 . 11 0111' 111 !' 11:1 Ill' i!' ifll 011 I l;' 'iii ';ii 1111 il,! i!•I ® . iQ ° .. ;- • iii 1 1, i'I I I ('' 1 . !I id .'.H : . ii� 1111 !i : it i 'i iiii I)'i ! !i UI ?il,� !l I 111: 111 ; ' 11�11i1� ;i. I!il�miiii ;11 i , !��i!ii °i ° lip h z HI; lii' ill ;I IM11 Hi; I''i i1 i ii ' '1: li, Ii` 1111 1, iii ' NN E ;1 , . . ' ' ' " 1 1111 ;) l i i I i . i iii I , iiii if! I. > '1!i t !i: ;1 ll! ti m i) ' ! ll i' 1 ' i' ti ®" sm NE i , ... . ®!1' :;ii i,,� liil i � .i11�i! ;' i10, i :1ii !;ii i :li�i!II'il, � ,, 111!' ?i ! ,1i m �` i YI• Ili ,! I� i' ! m i :i { '1 .1 I : ''111111111111M1111 ?i , i i . l m :s •: ' ;II 'il 'I' ` ' I I i 11 I i i : I1 M1 i 'ij :11 11,, 'il 1 iiii ';INFI1Ml lC� ! '�': : 1'1i11H111�HIHIi111 MINAm�lIm !!iI111I11111IIHI1111HIH'lli 1!''1;1 i 111 1'1; ; 1111 !Iidi�1 °.Er ; a . 1 ° BMW 111HMIN11; l' 1 fill i! E1'1'i iiii'Ili iiii b. .ii i Mir I! iii; HHIH011IHlmhiifili I EifiIHIHHNIIIHIHIN '! ' 11: ' I i - --- ` �I " i 1 i mHmlli'I il l 1 11111 1 ;!! f li., , II IIMMII � III III�IIIIiII i' li lHi111HIi�hI�IHHIlinil '' �IIHH . I 1!1 Ili; j1 ii li I l i i ! iij 1 111 . 1 11 i ! I' : _: B111 i IIIIIHiAIfh I I I I �HH�l11HIl�II I 1 1 i 11 , 111 M 1111 1,, i t i �'1 • !. I • I rJ i 1 I. i,i 1 111 '11111 �I �,i'l 1, ! iii; to EM MEN ! 1 NIM I� MMIIiIII HHHI !WWI! i 1 10 MIMIMllu1'li! •i1 MM HAI E 11 � "; . ii o �im111'1 IpH 11111f1111111:IIIH11;11 ?II H111IiIi11111tli!1' Idol', 1 .1 11 1 1?i111 1"1' 'iii ' illi 1154o 1':; p ® M ;' I II ,., 1 i•; :, 1 li'1 .i. ! ' li 11 111111 NIIIIN 1110,1'IHHIIIllIIIU iii 11 ''?111111111 11IIIIHi!il i1 =1j1111111MM 1.11 1 O P: i. i11! 1;I i i! 1111111 ImI)iiIIIIflulmlli iii; iiii di I' iiii iiii 1111 ;iii ilia ii• i!! I.ii 1.!.11 iiii iii, A ° 111 IliiT„ ','! '! EOM 1'1 11 '.'im11 1 'Iimams i i' 1 i "Hmm11 11!`' MIIM i 1 11UM1'11P1 • I� ° ':�®ifi�,:i: i l � �ill�� I I IfU1HINIHU l I' I l i I i I, • IIIII11HIIfH1HiHHm11flmlH11� HIH HIH11 I111111HIIIIIIHHIH111H111ml111HI11HH111111H111111 1111111!.11 1 ihiM111. 1 11 11111 11111 11;' • • 111111 IIImIHHIIm111H 1H1111mIH11mlMM'iflll MI INNIMIIIII HIII11mH. ;1 •1I11m11'11 !iii ImI11;11�'l1' MEN EM HIH11IiIIHIII111II1111MIiiIIIHNIil MIIIIINIHIIHIIIImmiH HHIilIIIHH11mlml ill 41111111 ;1 1" '11; MIEN 111' ' EM 1;11 1'11 • li • . mIIIN IiOIIHHIHIIHm111IIHHmlhIHHluI11 1iIIIIIMH11mf111H! 11H11IIli11illl•IiiiiN1H1111 !:Hiii 1;11;11 1'' III 111, iii; 11w il;IIM NIflHHHII11mIHI1111IHIIIMMIN1' ' 1 �HIHHUIHNIIIHHhHlI1 1 111 11 ii=i lit! !11 1111 01 111 PI 111 II 1111 !I1iH��lil°ini ;Il I,1 ; NEE 'liIm111111mm1111i Hum Iii,Hm,ii, �i r !I t ii '!!i iiii 1'f! iii ilil 1111 1 1;1 !i' i 1 W' � I i11HIHI11i1:� Nut ' •''' "ilm�flHl' '� � � ii:iml���l W : 11111 HHIIIl, iiiig11i'I,! ''ii iii' lii!mli 1mH11m11m iilj m111'i! '�IRmNm11!' 1 i! !i1: l i .. :I 1 '`Ism umi . I I,! 11 i 1�111[�11 il ,! AIM •limlli i 111111 i j' I i•, I i'1 fI{II,,I�I`�[fy11,1� i ' ii 1 ill • ! 1 '' lBplll'epmp'p'ljl,1 i fj�l��1 ,1 ` {� i' �NHI I 'r �f i i � � q��pp � L!1 1 H i �' 1 � 1� 1:' ! ® , . ; , _ IMINII'jIIII1Hluili iii;llm!II' Iii! Ilil =Ii, MEW, IIlll 'III '" iii Hill 111N +1,1 YII111•I ill! !iii l.ii i:i +.11EDIE®!P W t . .I!IiHHHIIHIImllffil L I 111; 1i' i .1; II H MIIIII',I1_ MIIM1°I1'! 'I'I 111' iQ: g 11mIlIH11HimllHlHfHIlHI�I � I ImIHm 11 I II 11111 � I�I �� 11111 HN 1111 RfflQi1H@I�IHIIYini �ti � a: �1111�0 lillfpl '1 I 11 111. ?1 ,, E1 ', .IIWlf11fhtInJ flll ."t1I HIIIfIH111a! ' 11 i Hm Iii MIL •l I I i 11 I:• 1! ri 0 HIIHHIIIHIIIIIHININ `l!mSmlHH 11 If111h1111m11imuHHHMIlmllfoM a !,1 a;,1 IHHIHH 111 III ' 1 ' 11 '11 MINN 11 '1 Mlm! '! ; M LL . KIHllIIIHII11HIim11111 HmuIIMI fhIIHfH111M111iflHIIiHlIMMHiH II IH1119101 f 111 IHH1fmllmil11HIIIIN 1 " NIKO;;;;MM 4 H(HHmHI1IIIm11111M l 111IIIHIIi INIHHmOHHIilIHHHHHI ; 11111 i 1111111111 'id i 1111 I �!rlf, mil' 11 [NM W1111111 l I I MIS ;MINIM! i i1111MI 1111 MN 11 II IIHi�IIH f1 ' 1 mH ! 1 1 ' i ; i' 1 N�ai h' ; , HH1 ' i i l i 1 ' i ' 1 I�' l i': : IIim (1 1 Hill '' iii ill 11 110111.'1111' 1 Hmml1Hlmuml ' i I ; I t 11 t! IHi �l 11 :'i1 1'1' 11 Hil1��' i miI��I n % , , i 11,1 : , I : . i "; i !,• I iii, � i I iii i l i I ; I I ' i�il U � Q;l '!1 ; li ci1 I h mfhhmHIIIHIHIHHHiml''.I •1 HHIIlmiml'. IIHH:Ii Iifh'' 1 i11111m1;1 1 . •:i =i 111 'l :i''Hi`Iili; NE ' Hmumll !!' i 111111 i i i l I1 mimoHH11111 Im p i l Wfl NNEN11111 HHN I WI I3 I V 1 MERIHEifip EN mud iii! 111 umHosiiIIHm mmilmi!11 !Iii ill I`IiHmHl ommi'iimmin l lmakmmil imuil EH 6 1 HIIIHHII1HiHHIHmIIIiIIiH lluIH Hf111IMBHIIi1H M11111 1-11 111 Hm11H111111 ii11 via": !;1 h 11ii1 Es i? Ii flf P a NUN 1'111111111111111111i MIIIII111 1111111/111 1'M II111101M!i ,11 I1I,111'i lime 0i h 11 i 1' 111 mU111111111I11m111H11111MIm1111miimmhl 'I 111011111' 11Hm 1111Maiii 11 i!ij; ";I 1 !i1''i '1 1111 M 'Il 11 :. I 1IIII1lfH1111IIi0111111 IIIHIfIHIf �moh1ohMIIIIIISH11Hl11 ;111M1'1' 11'1 1111 Iii! 1111 I!1 1 1 i 1.: o i p 11 f�iHH 11111 :�HI11f�H�l ;' .il l�: ,111m�f��, 11 ;1! � Mill Hm111HIm1111HIHilNIIM IIdHH1ml l! i'TM I! I i Imlilifin 11111HIIO 1 i l l !, I Zia 1 ' 1' Hm !ill 1 is ~. Emir �!I'I'1'�111HII11g11,1H111IIhII' Ipi:i [IIIHimII11IHml l yL p ' li 1i iilli !Aoki Ail 11 IHm : 1101111 iiii iiiimiilj� 1 . it tIhhI'l i11ml`i' li! �� 11�11 Ilil 1 .! '�ilHiI I i ,, ;i mi!,1 l 1lllii 'Qgl!I'i ' :ii: :Iii 11 Ili � i!ii llo'iI 11t1iiiil fill ;,i al illli �!iIH11 ii 1.111 i , ( � ) :i , gpp��Q}��p f�t�pp,��yp:!.; � i . � l]1l1pl1 � ,, '� .i i1 i i ��. I ,. i'; 1176111111 X11, ii i llaIINRf M111119fIf •I'm1i11'I I i1!'I�mm,.i' 11iil1lllm;i.,'!i !ii 1 1 I .,Iii 11111 i;limi�' I, 1,i'HH1i it 1 IINf i. iiie mlIHHIHiH ii i Iii 1 11' 1 Ili 1 1' 1111 Ii i '�!!l ;iflm�HN111 111 ; !i '� !'':i! i1,, 1I III mH lid i' 11111` 1 !'10101101 , ' , l ;ii''ii 1111111 i11H ®11111 11!1 MIME 111E111 i i .. : , 1 1 1 m 1 !I''1'11Ifl 11111HI MEMi i'MUi;101l'1IIEM'1' ;MIi 1 11 1111 111 IMF!' MUM ; •,I 1.111,1,1, !II 111.1 Hi! ;1- 111 11x1 111 i' 1 l '1 .1 " i 1 11 i lid 1 ', ,i' I .!il ; 1l 1 j f 1i' �a'l�: ; 114, � .X= �� .`l; o A� �ra! ii I. :Ili Ili Ili 1 i ,111 I1 11, ii i I ? .ii .i ..1:1:1 .. �• ,I.i.� Appendix D. HEC -RAS Hydraulic Data V' , Run • -. ' , 14 Ru 11 �., � 2 s R ' 1°- 5 Aii is- i•p7. _ a 4 R , iriz • _ lir....„,„, r - Run 3a , / VONI` 54 , _ R, •, R 3b r un 2 l il 440 450 450 7=' vb ��.' 370 L � N 841 BIshop96813 USA ,Suite 2005 Honolulu, UN (ALIGNMENT) LOCATIONS � Voice: ce: ( (8 8 HI 96813 536.6621 Fax: (808) 523-1738 ASSOCIATES adminhicalyonassociates.com CIVIL ENGINEERING / CONSTRUCTION MANAGEMEM www.lyonassoclates.com DATE: 9 -15 -05 DWG NO. . SCALE: NOT TO SCALE SHEET: V •• Run • 5 - - 14 Ru 11 Ili-, c 2 .--‘\---"\ e osig;iiii ' R __. Adit s ly R„ . 1L Alli 1111111 -4 \.. 4 ro l iiriliPt%4444.5'. Q - �`' un t• Run 3a 54 R,' • • R 3b .. un 2 _ IIIII S \114•66... ‘ AO 490 460 / / 01111411. a. 4 b 90 370 \___ L 1I!lIIttN 841 Bishop Streetsuite 2006 RUN (ALIGNMENT) LOCATION S Voice: ul (808)536 -66 1 Fax: (808) 523 -1738 ASSOCIATES E -mail: adminhi@lyonassoclates.com CML ENGINEERING / CONSTRUCTION MANAGEMENT www.Iyonassociates.com DATE: 9 -15 -05 DWG NO. SCALE: NOT TO SCALE SHEET: HEC-RAS Plan: run 01 Riven RIVER-1 Reach: Reach-1 Profile: PF 1 a MEMO &MVP; -:,11 -0.17Bortn - AM ReegsLoi4%Imiopfizg rhip7g4:rlifortytiathiqgitaaraN MUM fateRN Man affilfirMrefffjtia MOM =WM MOM warm man= Tiwdem Wet Emma 860.00 470.93 474.14 474.14 474.82 0.011848 6.63 129.81 94.79 1.00 reg*MW ige.1400 •.• MEM 860.00 467.74 470.88 470.88 471.70 0.011302 7.29 • 118.00 71.97 1.00 trecati,V; ragmari gasEet 860.00 464.37 467.46 467.46 468.19 0.011697 6.86 125.44 86.16 1.00 , 860.00 461.18 463.90 463.90 464.61 0.011832 6.80 126.56 88.92 1.00 860.00 457.11 460.17 460.17 460.81 0.012164 6.40 134.33 105.58 1.00 . 131Merra71,1,Mrtalagn 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 , ;;; Re ac1'�. s i § iotile� t 6 - EN MORN RN u mom E G- E ev__,� E GPSlope #Y POT Wa o'_�y Rfea�_ Emma a %Fr C t ,' a . - - 1 , . y :6 irr,. wawa ammo mem mom a ( ± '+ - ' (f?/ Nintin SWAM M Raeclgag musfarz 430.00 442.79 444.39 444.39 444.63 0.016760 3.96 108.71 224.16 1.00 Errara Tama >a Y - - 430.00 441.58 443.56 443.56 443.96 0.014341 5.09 84.41 105.43 1.00 Want* `8�. =34 p -'j° 430.00 440.98 443.30 443.30 443.61 0.015273 4.45 96.66 155.61 0.99 MOM rg s 116 a:; i 430:00 440.26 441.91 441.91 442.24 0.014889 4.58 93.85 141.93 0.99 -Reacty'1 MSr NB= 430.00 438.13 440.08 440.08 440.50 0.014242 5.18 82.97 100.92 1.01 Reach ki i=i ?1 x PFI1firj: 430.00 437.29 438.81 438.81 439.23 0.014222 5.18 83.09 101.17 1.01 R, each`= ' �:, :ki �� n 430.00 436.71 438.34 438.34 438.73 0.014225 4.98 86.26 111.12 1.00 � .� , tea . Reach.I' ' gr Vega p :.5,' ,;e 43100 436.32 437.95 437.95 438.35 0.014199 5.10 84.34 104.76 1.00 Ife �.�.��.' MN= g q 2k. $ • 430.00 435.26 437.24 437.24 437.70 0.013634 5.45 78.86 85.79 1.00 R .,, t�,llea 7 C . ; w.: 430.00 431.99 434.56 434.56 435.15 1012663 6.16 69.79 5165 1.00 gram ,. 0 s'g ,,,, ,,: 430.00 428.87 431.72 431.72 432.38 0.012176 6.52 65.93 50.11 1.00 111%1 A bai r '}'''':' 43100 428.53 431.14 431.14 431.78 0.012252 145 66.67 51.95 1.00 it a ftilja r'x S :'.; P,. V. 3.f=! 430.00 427.85 430.01 430.01 430.55 0.012801 5.94 72.37 66.03 1.00 acta.. 44 ; • aliff -,...=.,- 430.00 426.09 428.36 42836 428.94 0.012417 111 7035 60.05 1,00 F;jeac_ stasata BufsbA 430.00 425.28 427.73 427.73 428.31 0.012486 6.12 70.24 60.14 1.00 EgiNrigel A4,''4tA5 6 r 9■' .,. 430.00 424.85 427.26 427.26 427.85 0.012570 6.21 69.29 58.45 1.00 WSW, 1"" a 430.00 424.43 42628 42628 426.88 0.012402 118 69.53 5141 1.00 Rega 3 1 e 430.00 424.01 425.70 425.69 426.25 0.012558 5.93 72.53 65.32 0.99 Vo givita 2 '�` ' £�^g"�,1, brium 430.00 423.65 425.49 425.49 425.96 0.013636 5.49 78.35 84.66 1:01 'Reach -a W fief ` FORM 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 OM%I River -,Sf emo - sQg otralla-'�eme g.. yS pyg. `tiff 5 wean Ele armwa /e us I wr', rea „ o , W idlh . ' t F C it maws mom ERWIN Mt(tant-: Att7t51.4 mama mama maim minTroft: Reach,' ; qt 4 4 'E.1,,. ; 430.00 443.59 445.56 445.56 446.10 0.012749 5.89 73.01 67.34 1.00 Reac61 3f ' ;^� p J;. 430.00 443.09 445221 445.22 445.25 0.000342 1.10 305.33 175.33 0.17 ` P - 430.00 442.09 443.42 443.42 443.80 0.014587 4.96 86.67 114.69 1.01 Reach?;= - 7 PFt�i g;`- 430.00 441.17 442.56 442.56 442.90 0.014692 4.69 91.74 132.75 0.99 • • 1 HEC -RAS Plan: run 03b v02 River. RIVER -1 Reach: Reach -1 Profile: PF 1 R j `, ` ,PoverSta nFro ,� S SQ,Total R,Mi" A ` ISIREM Cnt ('S, 3:0 E aSSlop> MEMO NF)of"y=prea` ToPiWIN fall e w FChf *mom am, 1s.: s7 ariMSWUMN = WOW MAW W f€f.._= s''.'Cft7s) E m54 €flh. `. mow . i ettl'': iteginfaMMIN P 1�a 430.00 430.54 433.40 433.40 433.99 0.012396 6.14 70.04 59.26 1.00 M.; :MUM Mari 430.00 428.69 430.65 430.65 431.23 0.012387 6.13 70.14 59.60 1.00 'MEM WON al 4 q; 430.00 427.31 429.09 429.09 429.50 0.013929 5.20 83.71 102.05 1.00 Egan witm mow 430.00 425.18 427.21 427.21 427.66 0.013535 5.41 79.42 86.99 1.00: Rea ter. � P Y . 1 nl' Reach "� �4�' 5 F�, 430.00 423.99 426.01 426.01 426.61 0.012471 6.20 69.33 56.21 1.00 Re c1 ° ;;3 .9r3 ;, P,C�g ' 430.00 423.11 424.60 424.60 425.00 0.014122 5.07 84.82 105.98 1.00 Egassik ma= iim 430.00 421.13 422.91 422.91 423.37 0.013433 5.43 79.26 86.12 1.00 gefiaA WSW WAW'. 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 k , R a ¢' ? 21 TESta' ` PFOfica om oin 6 5 , a , .:rm -z$g- EiC s°Ele g Slope el C nl Edo f Area ETop nt}` { UMW f�le Reach;; '` mom 430.00 448.03 454.06 451.93 454.59 0.002924 5.81 74.03 15.41 0.47 MAIM KAMM alVIIS: 430.00 447.79 452.79 452.79 454.45 0.013589 10.33 41.63 12.59 1.00 MOM 3__�"-,`-'-, 430.00 447.91, 452.66 452.66 452.70 0.000477 1.58 279.01 15624 0.18 mewl wlftm ";•', ,rmiti °r" 'v 430.00 448.62_ 451.66 451.66 451.79 0.003693 175 149.42 155.45 0.51 Reach' ti 1 ,k r y roma 430.00 449.32 451.17 451.17 451.62 0.013680 5.37 80.08 88.93 1.00 • • HEC -RAS Plan: run 05 v04 River. RIVER -1 Reach: Reach -1 Profile: PF 1 mi h ' R p ls`f a -. rP o le°' wawa: Min C EI „ ova C ,1 S; : g E Cs Ele' , E•G1SIo�`3e} s -,eVCl -7.or A T op { i ; k , Qa Chla�'. os - ` a6 fga? fip ( e fUt (ft T vh .� )y x (591 )+ .;=(1( '`;` ' r: Emma ,., '„ t 2000.00 431.93 435.99 435.99 436.59 0.007500 6.71 352.78 275.77 0.84 fteach�7�` 1 2000.00 428.09 432.67 432.67 433.04 0.003481 5.25 411.92 188.49 0.59 Amu warm Arrea 2000.00 427.12 430.34 430.34 430.86 0.006780 5.98 347.83 202.70 0.79 ReacFa tr' 5, -. mum 2000.00 423.53 428.21 428.21 429.07 0.010982 7.42 269.74 159.10 1.00 MINE �akt Emu 2000.00 421.39 426.43 426.43 427.16 0.011774 6.82 293.42 204.15 1.00 Reac a WAWA P 2000.00 421.45 424.84 424.84 425.78 0.010088 7.79 258.87 144.89 0.98 a `z`. 'R, a ch, m m q 2000.00 418.16 423.02 423.02 42428 0.009704 8.99 222.56 88.29. 1.00 Reach stem to ` ,' P _ FF1 E 2000.00 417.14 421.80 _ 421.80 422.99 0.009910 8.76 228.37 95.88 1.00 HEC -RAS Plan: run 06 v02 River: RIVER -1 Reach: Reach -1 Profile: PF 1 WON ��' 2�,,i4 Effora g"�G1.TSE: r�IV�i Cf;,Erg UV MElev'�" xs�_�n�WCSM Eley 01:_o,Jppe. ,Were% itewa' MKWldlh� AMOCO tCQfil J2ea sSA 2 750.00 447.40 449.70 449.70 450.32 0.012100 6.35 118.14 93.65 1.00 ;R =:��' �� 22 ,1 �P,�F 1 M 750.00 447.21 _ 44107 44107 44160 0.012772 5.84 128.35 12132 180 Iea 21 1 tailiTta 750.00 447.02 448.56 448.56 44105 1013085 160 13189 13197 199 mail NINA - .1 - 0273:11& 750.00 44172 447.72 447.72 447.94 0.006206 3.87 20031 21110 169 mom m ,Psm 750.00 444.32 446.53 446.53 44721 _ 0.011926 6.60 113.61 84.09 1.00 piontit ;18 xgrAM 750.00 443.28 445.77 445.77 446.23 0.009400 5.55 146.99 176.73 0.88 .0 R 744,9145 Ammo �PF„.f 750.00 442.62 445.05 445.05 445.56 0.012970 5.74 130.65 127.14 1.00 _ Re kLi -'_,' Ag e , PF _ 750.00 _ 440.12 443.81 443.81 444.61 0.011240 7.22 103.93 63.96 1.00 tie h-1 - 7.5N PFAWL- 4 75080 438.10 442.22 44222 44115 0810804 7.75 9173 5181 180 wi i t1 :' atirmiti 750.00 438.90 441.68 441.68 442.45 0.011357 7.04 106.48 68.76 1.00 AWE= 1 � ta_MISt 75080 438.63 440.98 44088 44187 0811826 6.63 11112 82.55 180 ReachEl`., MOM MASS 750.00 437.75 43184 43184 44118 0810164 488 15985 175.41 187 'ROM - - = 11 s P I 75100 43822 438.52 43152 _ 438.62 0800894 189 31188 170.28 026 RgacFrAZ, O0 ,;, ` i r eciNKS 750.00 43107 43729 43729 437.52 0802564 1.60 208.88 152.10 139 ampag gnaw a liswi 75080 434.20 43621 _ 436.21 436.54 0806243 152 16728 14301 167 Reach1 > wow 750.00 428.55 432.54 432.54 433.34 0.011949 7.18 104.39 67.18 1.02 woe, . awisM'd 75000 427.37 42981 42191 43171 1011377 7.15 10489 6629 180 MOO! &ACM mum 75000 424.32 427.72 427.72 428.31 1012529 115 12281 10192 180 ReM=Si Kairitle 750.00 421.57 42585 425.65 426.32 0812207 685 114.52 8159 180 F MESS. TANN WOW; 75000 421.10 42381 42381 424.30 0811497 7.17 10486 65.68 180 WW1"' . ' " MOO 75080 41829 42125 42125 42220 1010759 783 9183 5138 180 eaeh" 1, 'ifd R M, ., ' 1 750.00 417.33 420.58 420.58 421.48 0.010884 7.61 98.50 54.60 180 RUK:.1E.f`ilM PF ege.4t 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 Meache f RIV Sl _l WOW KO MI MUM KiNIMAZ r , nt aY", fittgtria E G Slope ' SIMINM Ffo A eaa T o "de # C h1a 1 :::r23 a.? . ,'° Vargid l (a� z' (M P. ((i)�_V -tea(ftl M WARM MUM MEM EOM . PRAM .x 0. 'MOW -,'1.;Q.. -g PFf . � 4270.00 413.65 42026 42036 421.42 0.006496 836 532.24 190.53 0.85 la "RbIl mem Town 427030 411.65 418.25 41825 41937 0.008966 1022 417.88 129.24 1 .00 Reaang-M WZ,, = _ 1 4270.00 408.73 415.48 415.48 417.22 0.008787 1030 402.90 115.56 1.00 Reachl'ae' Mgt& 4270.00 405.65 413.13 413.13 414.64 0.009124 9.87 432.58 142.50 1.00 R ach_; m;6 ams, Iowan 427030 402.31 407.63 40733 409.04 0.009456 932 44838 160.77 130 R, ach An'5 ;PF 4 395.42 40124 40124 402.76 0.009186 9.89 431.58 142.69 1.00 range M,V Q . 4270.00 390.27 395.21 395.21 398.66 0.009227 9.66 442.17 152.33 1.00 ! acg :4 .gglyzav 4270.00 38436 38839 388.99 390.43 0.009300 935 44238 153.44 1.00 _Re IT 721:4101110Vate 427030 379.96 384.82 384.43 386.09 0.006425 934 472.45 136.73 0.86 Re)ch"`1"n�"*, PAiitaeg 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 l fteachY'" eve Sia WeloW4 glary l: Calf Chi EIS lMifai atirqM irtiatikt EG Slope feVBLEhn?; VSPArigh Top Wldfh .0, <a`,'gg ;.��' s' ','+1� w(`isJ'4�f sfai .�- zfia i M(6 MEMO S;FffSrA MOM MEM Wes"` ) +�. „: 1 pReacFj 10_ VANS :11:Ct 4270.00 372.61 376.45 376.45 377.56 0.010241 8.47 504.22 229.42 1.01 Waned "d 9 0 1 1.1. . 4270.00 37130 . 375.12 375.12 37625 0.010287 8.54 499.94 22526 1.01 ARM* mg pkL 4270.00 370.30 374.05 374.05 375.13 0.010456 8.33 512.90 243.22 1.01 ;Reac,M-.'1 7 P :4 424270.00 369.13 372.82 372.82 373.91 0.010099 8.38 509.66 233.20 1.00 Reach-,_3,= 6 £ ^^ foon, 4270.00 367.84 371.53 371.53 372.66 0.009955 8.53 500.66 220.64 1.00 Main mica °, 4270.00 366.53 37022 37022 371.42 0.010048 8.79 485.77 205.99 1.01 '_Reac asfitiVie g . 4270.00 365.23 369.06 369.06 370.21 0.010083 8.61 496.11 217.68 1.00 Reac;t P 4270.00 364.13 367.69 367.69 368.73 0.010353 8.19 521.49 251.52 1.00 R ae ch j i amigo ;arr" 4270.00 362.44 _ 365.89 365.89 366.97 0.010483 8.34 . 511.98 242.47 1.01 J2eacwits mama Rama k 4270.00 360.59 364:26 364.26 365.37 0.009918 8.45 .505.04 224.74 0.99 HEC -RAS Plan: run 0Bh v01 River. RIVER -1 Reach: Reach -1 Profile: PF 1 l ead, ' NOM O'Profit 101T artit: i _Ch�EI : ' asTae OGi�W ET EIe, ammo ammo opV� mom kjeag"h�1;; :5 -rag y am,,`.,, 7550.00 358.89 365.76 366.46 0.002638 6.69 1127.91 262.53 0.57 omen =gag ,- aima 7550.00 356.38 366.01 366.32 0.000768 4.52 1717.19 300.00 0.33 Reach'] 3 N3 Em Em 7550.00 354.59 366.07 366.27 0.000413 331 2083.12 300.00 024 . AMAN 2 'iE P y" 7550.00 352.87 365.82 362.23 366.24 0.000971 5.32 1462.23 234.37 0.37 R efil-,Jla?1, nalkti ;1 EFM 7550.00 352.12 364.29 364.29 366.06 0.006628 11.61 732.91 . 180.70 0.90 • • a HEC -RAS Plan: run 09a v07 River: RIVER -1 Reach: Reach -1 Profile: PF 1 1,-MOM ' ,Pove``r.Sta wags x: a ,Ch eWS .Fla Cn 5W'"P EleAPG SlgWi nffalit ati_6 atfb Ug06.1i,", R MI 8�' - P ,; 2850.00 417.78 422.37 422.37 423.60 0.009788 8.91 319.82 129.44 1.00 'R a gn : ra. 285100 414.05 418.85 41185 419.85 1010433 8.01 355.85 17736 1.00 �eacg 6„�.e rem-m rem 2850.00 408.92 414.77 414.77 415.55 0.008275 7.09 401.76 201.74 0.89 valves � *maze 285100 402.90 40182 40182 41197 1006771 8.60 33124 10173 186 :mom :411 PF ,'„ 285100 401.06 405.80 40180 406.02 0.000722 228. 825.80 224.08 127 MOM 5:0Z,ta MUM 2850.00 395.31 39188 39188 401.17 0.009661 112 312.41 120.63 1.00 -Reach i P 1, 1u 4;1•:$ 2850.00 388.95 39323 39123 39438 1010158 8.59 331.76 144.85 1.00 Reach mum PFi1:,'_.'__ 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 reekriSaliqfilit WSJ - FINWri gtaritkill gliA rV11�S,ElevaW.Z-'� V3 Er E 4?EG SI eg62 sFI,'o.''_`Are ataimitit xEroude LI V -' .:: t si n UMW r`e ,.tfti l tft3 � 'tai..' ?5`5 ' a f a: -it€ t4: ?Y.1 --" ,ach°" -„ 2.4 m trat 2850.00 374.37 379.95 379.95 381.63 0.009033 10.42 273.60 81.28 1.00 Reaches k gram PF„ k 2850.00 374.24 379.74 379.74 381.39 0.009130 10.28 277.18 84.38 1.00 E Rea rtIO 22 W• ., MUM 2850.00 374.05 379.36 379.36 381.02 0.009070 10.34 275.60 82.95 1.00 ,Rea t r ,' 2 ,� _,,, -m gt 2850.00 374.33 379.06 379.06 380.67 0.009025 10.20 279.54 86.19 1.00 :�eachw�- . 2,la,.}E„MK 2850.00 374.10 378.66 37166 38022 0.009175 .. 10.05 28158 90.53 1.00 J2ea - .9rtVa al °' 2850.00 373.65 378.29 378.29 379.80 0.009214 9.86 289.12 95.21 1.00 ;Reach Ligmla mismirag 2850.00 373.33 377.67 377.67 .. 379.24 0.009341 10.05 283.64 91.74 1.01 mewl p ' Aiwa 2850.00_ 372.65 377.03 377.03 378.57 0.009210 . 9.95 .. . 286.43 93.27. 1.00 Rivse ifismarg mixtea 2850.00 372.47 376.57 376.57 378.01 0.009425 9.62 296.28 103.56 1.00 MIME _��5;r' sta'P 1. 2850.00 37226 37190 375.90 37724 0.009552 9.31 306.06 11179 1.00 Rea'cht ;1 e i 1 p fi4 , 2850.00 371.86 375.62 375.62 376.94 0.009872 9.23 308.73 118.98 1.01 Re ac h;a 13 , g ,,, x wawa 2850.00 370.42 37421 374.81_ 376.14 1009690 127 307.40 11626 121 Ma= INA „ :O„y6J, 2850.00 369.83 373.82 373.82 375.23 0.009386 9.53 299.16 106.29 1.00 >R g, -; ; +' a; - a"� t 2850.00 368.85 373.36 373.36 374.81 0.009332 9.66 294.92 102.04 1.00 gown Eatim Faa1 m 2850.00 368.62, 372.83 372.83 373.85 0.010545 8.11 351.55 173.37 1.00 aa_c `°-'1�' , mow w ail ; - A 285020 36107 37125 37125 372.89 0210388 116 34115 16115 120 � gMi x,;: L .. tl1,n ' 2850.00 36424 36169 36169 37193 0209902 194 31177 12157 120 Vac 1� WARM 'PFp1;. y 2850.00 362.55 367.90 367.90 369.16 0.009825 9.03 315.64 125.74 1.00 toms , .fii .�1: ;f 'amok 285020 361.80 366.44 366.44 36728 0209771 8.97 317.75 12720 120 Eaha 5 `r mow 285020 361.14 365.54 365.54 366.81 0209717 926 31423 12186 120 :Re cf� iNtgl . C 2850.00 360.48 364.84 364.84 366.13 0.009628 9.11 312.87 121.26 1.00 Mt= o : ;p 1 2850.00 359.93 364.58 364.58 365.91 0.009536 9.28 30726 114.87 1.00 ;a-mac ', ,.. , ...,:`i. ,PW, m .�;.; 2850.00 358.87 363.86 363.86 . 365.30 0.009349 9.63 295.96 102.97 1.00 }?eaa r . -1,% T'E, 1 , h ,a 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 • WOW CA RR WraFlegi anotri % 0.ini AT._ - _ - - - Top Y, ih}' F.rA-J.:e: Cfil s • t� - ,<=rte& : ,..,Al'): 11 Y :Ilitik ifttinig .•x- r`...,-.i r.... 11?J:0"O' °r 7: ;DRAM TAW= ?F# . • 2850.00 495.21 502.68 502.68 504.80 0.008609 11.68 243.93 57.56 1.00 Reach 1'�" fsti y rat =;�' 2850.00 492.82 502.05 502.05 502.96 0.010102 • 7.73 376.44 207.30 0.97 Reach�i'Z' 72 M 4 .R �'�f PF''�_ 2850.00 492.75 500.47 500.47 501.76 0.010014 9.12 312.67 � 121.61 1.00 mow 7 o g 2850.00 493.00 499.68 499.68 500.87 0.010129 8.75 325.70 136.55 1.00 Neach; kkrayie p 2850.00 493.10 49935 499.06 499.99 0:006617 6.45 444.07 225.10 • 0.79 MAIM 6Vg„� P "1µr1,'• 2850:00 493.23 498.35 498.35 499.77 0.008723 9.85 303.02 102.56 • 0.98 Reach"1',,� 6 . stS1 RicaMM Rica' . 2850.00 492.44 497.29 497.29 498.20 0.007560 8.60 392.47 190.98 0.90 Re eIMO'I eM P °t _ 2850.00 491.55 496.32 496.32 497.27 0.010185 8.04 367.88 191.10 - 0.99 fe a6` X66 Ftt it 2850.00 489.49 495.34 495.34 496.35 0.009595 8.45 359.89 173.14 0.97 Reach rga : 4 Prr;.1 �f 2850.00 488.45 494.21 494.21 495.20 0.005971 8.56 392.72 181.50 0.82 #116., 6JEI , M'• MEM 2850.00 . 487.61 492.50 492.50 493.46 0.008446 8.48 379.12 185.90 0.92 MOM MIMI WM= 2850.00 486.97 490.85 490.85 491.83 0.010248 8.31 361.09 180.78 0.99 Reach lkii t:arlai PF14 • A '.4 2850.00 485.84 489.51 489.51 490.49 0.010337 8.31 359.37 179.28 1.00 reiammattat wouvoi 2850.00 484.96 489.12 489.12 490.09 0.010299 7.96 362.37 186.60 0.99 Reran m "eft, pFsi ^` ` 5 2850.00 482.66 487.69 487.69 488.66 0.006342 8.51 391.15 183.06 0.84 Reac�" -All' MAW ktiliM2 2850.00 481.07 486.43 486.43 487.41 0.007498 8.71 381.27 179.48 0.89 Room gram P(-t1mgy. 2850.00 480.69 485.89 485.89 486.90 0.009613 8.12 358.82 - 178.17 0.97 avow mama mom 2850.00 479.92 484.50 484.50 485.48 0.010039 8.07 362.23 182.40 0.98 MOM NreaM moist 2850.00 - 478.81 483.20 483.20 484.13 0.007834 8.20 387.73 193.84 0.90 Reac'r1itil 5540' PF1"4 'a 2850.00 476.95 482.18 482.18 483.46. 0.009639 9.08 313.76 121.93 1.00 Re9c'l ^., •;.:5 FyV," -, 2850.00 475:59 480.17 480.17 481.12 0.009805 8.14' 370.43 189.22 0.98 • ROe- ach -1a ; 5$m, pAgliw 2850.00 474.01 478.69 478.69 479.64 0.009011 8.30 373.66 183.75 0.95 R e 1b", 1 52: R ,jA �.. ' 2850.00 472.55 477.94 477.94 478.52 0.005235 6.33 466.55 205.83 0.72 Re 5 01 2850.00 470.58 476.02 476.02 476.95 0.010961 7.78 368.30 198.30 • 1.00 040%)td` 5 MPFD.. ., 2850.00 470.02 475.16 475.16 476.12 0.010332 7.99 365.52 188.72 0.99 R P = Atea5,414 Pi. 1 ° 2850.00 468.20 472.90 472.90 473.43 0.002611 3.51 550.11 214.50 0.48 MOW. WNW „ MEM 2850.00 468.76 471.88 . 471.88 472.97 0.010246 8.37 340.34 157.17 1.00 Reachl; ='."" 476miuPF{1r ,_, 2850.00 466.29 469.88 469.88 470.77 0.011158 7.40 378.00 212.69 1.00 ROM 46,1 n Ammo 2850.00 462.81 468.34 468.34 469.15 0.009341 7.33 394.40 206.84 0.94 Reach 1 •.Z ACME RF ,1,: 2850.00 461.39 467.31 467.31 468.15 0.011123 7.27 387.22. 225.23 1.00 Reach.0, ' lit k asgm, 2850.00 460.67 466.48 466.48 467.48 0.011245 7.88 356.92 184.44 1.02 Reach,. „1,,`': Atilleal PC;i,,` 2850.00 459.25 465.24 465.24 466.24 0.010321 8.36 359.71 179.22 1.00 Reach Mei 42t;1 PaXItJ'','•' 2850.00 458.34 464.44 464.44 465.28 0.008499 8.07 398.14 204.21 0.92 Re'achtta'4,1j" } gigN q,11 ; 2850.00 457.20 463.56 463.56 464.36 0.008808 7.88 406.15 225.94 0.93 ach' A, ut 4 Re114 1041 PF ?', +;(,u: 2850.00 457.03 463.19 463.19 463.68 0.004815 5.87 509.29 241.46 0.69 Reach-4 t.laWtra tkattOt 2850.00 456.66 461.54 461.54 462.37 0.011515 6.82 392.04 242.79 0.99 :00:0010.4.01"43 PO 2850.00 456.07 460:70 460.70 461.52 0.009615 5.60 405.66 240.19 0.88 Reich 1t':, A 3j Ea ti RUMS 2850.00 455.01 459.97 459.97 460.80 0.009821 5.89 401.65 236.44 0.90 ,R,eAI 3 itl.Mj J PFk1 " 3 2850.00 456.22 458.80 458.80 459.71 0.007484 4.87 382.34 171.67 0.77 41001 0: it al M= a r 2850.00 454.69 458.41 458.41 459.13 0.005493 3.96 436.24 197.04 0.66 riffs" ,;,� 3 ii? ''1'a PF,1 $,j 2850.00 453.15 458.11 458.11 458.69 0.004443 4.04 481.41 209.00 0.60 WOW. z:4 7551ValW i' i =m'"' 2850.00 453.42 457.26 457.26 457.95 0.006341 4.15 . 446.74 234.39 0.70 ReacH 4 WAWA 3 atitk t t 2850 -00 452.74 456.50 456.50 457.07 0.005174 4.18 489.54 247.34 0.65 F$440.11,0 9 81 W 1#111440:4 2850.00 451.72 456.14 456.14 456.57 0.003565 4.10 556.26 249.19 0.56 RU M% j, $00Mra RIP M10: 2850.00 451.79 455.49 455.34 455.99 0.005322 4.88 511.33 269.01 0.68 Reach „1 ''n WORM -`. PFt {,,..,'.';v ' r 2850.00 450.80 455.63 454.47 455.85 0.001587 3.84 759.80 28522 0:41 1=1'6 70 28 itil d 0.410 2850.00 449.82 454.56 454.56 455.70 0.010186 8.56 332.67 146.93 1.00 , Reachr,,,1 1 ' 27W' Atafitab 2850.00 450.48 454.10 453.47 454.46 0.003662 4.72 594.71 290.43 0.59 0c'H°1 26e :• .PsF -F°?4 2850.00 449.22 453.25 453.25 454.27 0.010649 7.96 • 351.00 171:94 1.00 Reaehai ' Matti* 1PFi1;�, 2850.00 448.16 452.61 452.61 453.64 0.010531 8.03 350.53 - 169.91 1.00 MUMMA titMett iafar at 2850.00 447.74 451.82 451.82 452.83 0.010630 8.07 354.91 176.75 1.01 Ram%rbr ag P 9rag 2850.00 446.94 451.21 451.21 452.19 0.010833 8.06 357.32 182.60 1.01 WOW 22`'"4 ✓+y }Y"4 ?sa1!Il,ts 2850.00 445.82 450.39 450.39 451.09 0.011000 6.79 427.81 300.00 0.98 MEWS bran* fitit l -fa. 2850.00 446.33 - 449.38 449.38 450.08 0.011717 6.71 424.30 300.00 1.00 MO - PfFa>n z :*.d 2850.00 445.05 448.54 448.54 449.24 0.011834 6.74 423.14 300.00 . 1.00 mw s61 ""z�. WEAVE 2850.00 444.59 447.94 447.94 448.64 0.010882 6.88 429.33 300.00 0.97 Re cha^ M MOSS IMAM' : 2850.00 443.95 447.04 447.04 447.74 0.011217 6.82 426.98 300.00 0.98 iiti4R-WA 0:16WA ,PF 1 2850.00 442.87 445.84 445.84 446.69 0.007402 4.83 395.18 184.19 . 0.77 ,Reac r1 its s::•._, mama ' � �" P�.r 2850.00 442.95 445.43 445.43 446.07 0.004008 2.58 466.63 201.08 0.52 ea Rch. , . 55 15 � Ar'i P„jF1� S,°,_`'„ `,A 2850.00 442.75 445.39 445.39 445.78 0.001977 2.15 603.53 228.86 0:38 Re tird : wawa 1 liffiW 2850.00 442.32 444.25 444.25 444.68 0.001903 2.01 569.47 193.44 0.37 aach ,1 e13 S r,; ri P4 :4 2850.00 441.00 443.09 442.19 443.64 0.002857 2.92 499.02 16929 0.48 NM M VW R wawa 2850.00 441.00 442.49 442.49 443.45 ' 0.007765 3.84 390.68 215.51 0.74 MIN= s MIKUN 2850.00 439.04 441.72 441.72 442.33 0.005685 3.72 497.75 300.00 0.66 t[teaa' „ e ' Ptatti r 2850.00 438.39 440.70 440.70 441.39 0.008388 4.98 455.15 300.00 0.82 R_ach_iM - taritV 2850.00 437:61 439.85 439:85 440.54 0.008946 5.34 449.82 300.00 0.85 PF1 MA 2850.00 436.65 439.02 439.02 439.72 0.011214 6.32 428.40 300.00 0.97 PF41`,.r:`'r" 2850.00 435.38 438.17 438.17 438.87 0.011491 6.55 426.81 300:00 0.99 ReValle 6 +x.1 :' fraggil 2850.00 434.66 437.42 437.42 438.14 0.011915 6.48 422.88 300.00 1.00 trial Minn P l w 2850.00 434.02 436.72 436.72 437.49 0.010738 6.11 411.87 265.51 0.94 Matt* g ,�'mt PF i, - _ 2850.00 432.72 435.80 435.80 436.59 0.010729 6-35 403.75 251.07 0.95 :0040:1M MtigNM mom. 2 8 5 0.00 430.78 434.61 434.61 435.47 0.010913 6.71 386 -67 227.06 0.97 MOTOR titi'.x4 ° EFfta 2850.00 429.20 433.88 433.88 434.48 0.008401 5.89 460.27 289.01 0.85 1*$6_frogriz ffroz,ay4 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 ,3j geacft Rive fSta,,.; RAVI Q > _T�.,ofal iri Chi €,{ii J 8*`,Elev 4 'it`,C W 5EI_ ME v . E G S O a FINS a T it ' hail Chll1: _Re cfi m T MEM 2130.00 497.13 499.49 499.49 500.34 0.010773 6.38 292.71 172.82 0.95 _Reach't X72 - �''s M I '" ; , � '�, e 2130.00 493.42 ' 498.66 498.66 499.51 0.010203_ Rea 7.69 290.14 160.43 0.97 ,ch�,1 71 ra, '�.£ - 0- 2130.00 496.02 498.59 498.59 49904 0.003271 146 412.06 17627 0.52 ,,. ,,., .Rea 1; 2130.00 495:12 498.62 497.55 498.87 1001433 - 2.59 547.45 192.51 136 ,F ,each.lu mull m gy 2130.00 496.08 498.26 497.91 498.80 0.004742 3.58 385.81 198.31. • 0.61 MUM _Retie - ¢�, _b� � � P�F�r�rF�.,� 2130.00 495.92 498.03 498.03 498.65 0.011065 5.95 343.13 265.43 0.95 MAW ',6j ,AIM WINaelti . 2130.00 494.65 • 497.24 497.24 497.91 0.010865 5.88 336.30 251.66 0.94 MEM 86 040t 213000 49175 49198 495.98 496.78 0.011807 154 29137 19227 1 .00 ' - MUM k :Na 213100 49116 495.17 495.17 49198 0.009464 118 308.97 187.75 186 ; Rea c .a1 " - : r ;64 �P, q� 2130.00 491.16 49427 494.27 495.07 , 0.009598 5.06 306.96 184.03 0.86 'Reach~. 63 - x_ P 1 2130.00 488.94 494.04 494.04 494.75 0.010106 • 5.69 320.69 207.39 0.90 mum 825'- , - knew 2130.00 486.69 493.27 49127 49197 0.011718 6.11 32100 22176 197, Reac Merge reEkeja 2130.00 486.98 492.68 492.68 493.07 0.006581 5.14 424.41 300.00 . . 0.75 !Reacti'n'g Rataigt g, 1 riiitgi 2130.00 486.17 491.21 491.21 491.96 0.011068 7.17 307.62 198.50 0.99 : '410 . AU O ".; a _ " lein , 2130.00 485.07 489.76 489.76 490.50 0.009893 7.23 309.51 185.78 0.95 erg . `. 13152016 ,PR ;: �� gir„ ; 2130.00 483.76 488.15 488.15 488.92 0.010640 7.72 304.14 188.11 0.99 maw mmHg s- J :m 2130.00 481.62 48119 48119 487.00 0.009120 7.53 306.02 18156 0.93 ' ;56 .P, 1laa 2130.00 480.25 484.76 484.76 485.57 0.008580 7.63 308.07 179.24 0.91 ;Rea iva,;55,+ �+,�3, maw 2130.00 47169 48116 48116 48199 0A10868 735 294.14 , 17737 0 'tReacmtord"'',"54 " mtem 2130.00 477.08 481.80 481.80 481.98 0.001149 2.55 67522 29438 033 Re2c -, 63.' �`� L a 1 2130.00 474.88 480.38 480.38 480.59 0.001453 2.53 632.89 295.18 0.36 472.90 478.73 478.73 47926 0.005542 5.80 36102 174.23 171 Reac t Avgiota migft 2130.00 471.76 477.48 477.48 477.95 0.004722 5.04 388.06 183.63 • 0.65 Re ,O, .7,50 , ,`. P 1 M 2130.00 471.32 476.88 476.88 477.24 0.003025. 3.65 453.67 201.82 0.51 eac - ; .,, , - ,,..,1 2130.00 470.74 475.45 475.45 476.10 0.006719 5.22 334.06 167.30 0.75 ME t ' 48 7 " '•', MEM ,p 1 2130.00 472.69 473.95 473.95 474.83 0.008940 3.11 291.96 166.47 0.74 Reach '3 MUM masa 2130.00 466.70 470.81 470.81 471.57 0.007838 8.16 313.95 164.52 • 0.89 .R ctl9 " l{6 1 ,jq��� , Rgazigy 2130.00 465.05 46100 46100 46187 0.010828 7.91 28161 16110 100 R 010 z d5 , z�' E tf' 2130.00 464.73 467.55 467.55 468.40 0.010093 7.56 291.58 168.24 0.97 !EMINIii 01,100, KRUM 213100 46332 466.58 46158 467A1 0010006 7.46 297.17 176.05 , 197 R' cHxiM MOM raFi1 213100 462.54 464.96 46144 46522 0.001420 2.69 524.82 16533 136 amp" " x r m u rs 2130.00 461.58 464.98 • 462.84 46118 1000851 2.50 614.53 16114 129 .ogitgrarkevags ImermS 92130.00 46403 465.01 ' 465.01 46115 0.000562 0.79 718.23 197.20 0.19 OE i [ai'. MR= mom 2130.00 463.38 464.59 464.59 464.72 0.000484 0.74 74539 195.04 117 !F3eef%,`t'' , WORM MUM 213100 46325 463.82 46182 46197 0.000652 0.55 681.11 17173 0.18 Re0f1 4. :18gi'q XEMI . 213100 458.12 461.80 . 46162 462.06 1001476 3.44 528.83 16163 039 MOM TA*414A ,PF is ai 2130.00 455.23 460.67 460.67 461.91 1009789 8.93 238.46 9120 1.00 a" 36 MS rNifig t i^ t 2130.00 451.54 457.32 45732 458.77 0.009349 9.65 22172 7625 1.00 ieOMS "• 3tt lag NO Wit 213100 44927 454.10 454.10 45147 1009482 938 227.14 83.05 1.00 'R 'rf 3, q`."",'°s Nam 2130.00 44119 453.85 452.37 45433 0.002302 5.57 382.40 10533 0.52 "Re ,1 33;D'N'z MOM 2130.00 447.76 45179 452.40 454.28 0.002464 166 376.06 10159 0.53 ROOTS EME6SIV PF. 1, '" - 2130.00 447.58 45188 451.86 454.19 0.001386 4.44 480.16 127.80 0.40 :MOM "„%„�� 2130.00 447.54 454.01 451.19 454.11 0.000424 2.65 81932 197.09 023 !Reach") 't t 30 'y@,' "M' i""„ R,F ;gltg 213100 447.50 454.02 451.04 454.10 0.000301 2.35 910.18 195.63 119 ;Reacf 29, „ -. to P(}� 2130.00 447.45 454.02 450.56 454.09 0.000248 2.17 964.42 194.17 0.18 IRe 28� h e P wk ttEd'cvt�` 213000. 447.41 454.02 450.12 454.08 0.000194 1.90 1054.82 205.69 - 0.16 27 st$'"e', warm ¢rm 2130.00 447.47 454.03 45111 454.07 0.000102 1.4 1261.05 201.03 111 Reach,- 36,`r'' U MONO Y, O 2130.00 44109 454.03 44100 454.07 1000082 121 137936 21722 110 Read'" in* aVONS PW y, 213100 448.48 454.03. 447.40 454.07 0.000079 1.13 1437.18 234.97 . 0.10 .Reiclj` RIE.~001 P 1 ? e 213000 447.78 . 454.02 449.90 454.06 0.000104 1.28_ 136134 24621 0:11 bRatiat Musa sa m og . 213000 447.45 452:43 452.43 45191 1009318 176 218.31 74.00 .. . 1.00 man 22m;,# '., " 2130.00 448.22 452.39 450.30. .452.52 0.000459 1.95 727.62. 155.27 022 mem 21 h r a4 j , R, t 2130.00 447.69 451.34 . 451.34 452.41 .. 0.00940 . 8.40 261.09 120.86 .0.9.7 iRe 201` Pa )1 2130.00 44183 45169 45169 .. 451.63 0.010034. 7.94 27735 14722 ... 0.98 ;Rea .h 9;U'. mum ¢:P„Fo ;? d, 2130.00 44148 44195 44195 . 447.04 0000294 0.75 88175 20721 ... 014 tgamte mama ,` Ammo 2130.00 444.44 445.55 445.55 44171 1000494 177 68133 174.32. 0:18 tReachpang ogam 213100 443.81 444.62 444.62 444.84 1000848 0.89 579.53 157.92 122 :Rom ,; `,, ,j maws 2130.00_ 44327 444.05 44405 44428 0.000840 0.82 56186. . 149.78 122 Fgaint OrtIn Mora 2130.00 - 442.61 442.74 442.74 443.10 0.001798 039 43139 123.76 - 024 ,FZeg i .. 1�4' wm P- j; "�;; .rg 2130.00 - 441.82 442.29 442.29 442.58 0.001244 0.69. 496.21 157.41 0.24 .Reac a '`p, E MI MS .t.w•k _ 213100 441.03 44130 441.70 442.00 0.001419 1.07 49122 166.60 129 MEMO MI -tan 9,V j, M 2130.00 44024 440.95 440.95 44132 0.002149 1 447.05 171.25. 036 Reach = gogral miwza 2130.00 439.58 439.88 439.88 440.19 0.001562 • 0.63 477.58 153.06 0.26 WORM s 0T "" -. 'PM . -. i 2130.00 438.95 439.58. 439.58 439.88 0.001511 1.02. 497.57 17193 0.29 • :RAMS wan ':R 2130.00 438.16 438.36 438.36 438.66 0.001630 138 48198 16035 123 'Reach 1 Wiiirlea Pfi1M 213100 436.60 437.99 - 437.99 438.19 0.000948 132 62453 . 207.96 . 0.26 *WAS 7 : leiVIt 2130.00 435.00 437.05 437.05 43721 0.000718 1.42 684.71 193.03. 024 'teach`` --1 Val Mr �,,F1 2130.00 434.93 43630 436.30 • 436.45 0.000553 192 70126 ' 18117 0.19 Racfy'ISii Mato 2130.00 432.82 435.33 43533 435.50 0.000696 135 . 665.36 174.16 023 ;Rea6 1M 4 7 r� `,.. Pk.1a 213100 43114 434.54 434.50 43433 1001479 135 507.86 172.34 031 ma'am maxi kaitimot 2130.00 432.82 434.05 434.05 434.66 0.005627 .3.25 . 348.25 173.71 0.63 Rea ;,z 2 a^-` ,;P 'gams 2130.00 431.38 433.50 - 433.50 434.32 0.009874 4.87 299.53 177.28 0.86 Rea01 a 1 Me Vkian 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 v05 River. RIVER -1 Reach: Reach -1 Profile: PF 1 Reach- : RiW'a i 'Q5Fotra V11RK E1\5 Elev,, _Cnt W5. ; f EsG Elev G `S)ope„"�. ki Ehnl,{ , F) , get F ro e ,# Chl `°"' 2 - 1 MOW c VOS ft -x: =.'a'-iteSt �ftMIc. ,zz of �. ''' s ,.€r ' ft s Ra - ft 2 i` i" _�� ,...: ma w& 9 )�:-xa _ � )z,3�..;`.., d� „� : =. 0ach„1y Wit-Z.44 PEi1 2140.00 497.83 499.84 499.84 500.71 0.010877 6.11 289.51 168.19 0.95 MOM 33^3 ;'FS„ tiravat 2140.00 494.96 498.81 498.81 499.68 0.010872 7.72 286.72 161.99 1.00 Reach -W K0 Iskii R 2140.00 496.50 498.75 498.58 499.48 0.007425 " 5.01 318.30 163.02 0.78 .ENt .l.8t4 31 - ra" 2140.00 495.08 498.80 • 498.80 499.29 0.004441 4.65 382.41 167.79 0.60 Re ac 1` 1;= 30 PEr', m 2140.00 492.07 497.53 497.10 497.99 0.003980 5.75 394.09 166.57 ' 0.63 Reach 1 M 29 PF4 Y , 'F 2140.00 491.38 497.29 49720 ' 497.90 0.006319 6:65 340.40 162.48 0.77 avow an meg grawa 2140.00 492.49 497.26 497.26 497.74 0.005729 4.48 393.91 229.25 0.69 ; Re cFi'"1 oftmf um= 2140.00 493.08 496.94 496.94 497.31 0.004035 4.48 443.54 231.32 0.60 eaahmore m ::e:VISM. 2140.00 492.85 495.94 495.94 496.24 0.001902 2.87 503.49 ' 191.41 0.41 Reac JAM 2140.00 492.23 494.30 494.18 494.59 0.001463 1.94 517.25 184.77. 0.34 Maj�1 - . mew magi p. 2140.00 490.16 493.62 493.62 494.41 0.010344 7.89 304.15 185.76 0.99 :Reach 1�,�'_ 23 e Mt Ptill :; ;k F' 2140.00 488.30 492.37 492.37 493.33 0.010204 8.06 274.54 148.98 0.99 r ��Reac�i1 2 , PFu1l 2140.00 483.95 489.01 489.01 490.16 0.009410 8.78 254.19 111.12 0.98 Reach'�1a nt6t R� . 2° 2140.00 477.61 483.48 483.48 485.01 0.009362 9.93 215.61 70.36 1.00 ARID 20 a PFil 2140.00 474.94 479.78 479.78 481.12 0.007918 9.38 237.78 93.94 0.93 Reaehtl „� ' puma 2140.00 470.70 477.00 477.00 478.81 0.008874 10.79 19.8.24 54.59 1.00 Nvitim Risittscoltsafi 2140.00 467.45 475.29 475.29 477.26 0.008953 11.24 190.32 48.52 1.00 10 .1 1 Wean " 2140.00. 466.87 '472.86 472.86 474.31 0.009476 ' 9.65 221.79 76.97 1.00 A,� M 2140.00 465.22 470.42 470.42 471.57 0.010243 8.63 248.03 108.89 1.01 "t :,,, . 2140.00 465.42. 469.66 469.66 470.66 0.010500 8.05 265.90 132.82 1.00 R ea,1Am 1'" B F .t 2140.00 463.36 467.89 467.89 468.54 0.011452 6.80 334.94 254.39 0.98 IRecEM )35',� Qcaf� 2140.00 458.30 ' 467.53 467.53 467.57 0.000084 0.82 1298.98 181.64 0.08 3'�t1. Re1 12a f F 2140.00 460.11 466.00 466.00 466.05 0.000111 0.81 1186.51 187.08 0.10 jieach^l` d " '"" VAIWANit 2140.00 459.80 465.52 465.52 465.57 0.000113 0.68 1182.58 199.12 0.09 ,RgSch'` P, ". 2140.00 458.35 464.80 464.80 464.86 0.000144 1.22 1084.62 165.66 0.11 iReach"1_:" N F;` 2140.00 457.53 463.61 463.61 463.68 0.000180 1.38 1010.85 163.86 0.12 ilf.fitial MUM& MINIM 2140.00 456.45 462.29 462.29 462.36 0.000177 1.29 1007.37 160.79 0.12 yoro#4,N itiar {1F`1; 2140.00 454.91 ' 461.32 461.32 461.38 0.000123 1.02. 1126.11 - 161.25 0.09 . ea tom,: AMMO r.' y ., .. . ;Reac�j„tuaKx� -. , 1;:7 � 2140.00 453.28 460.18 460.18 460.23 0.000109 1.00 1162.27 159.08 0.08 Reacinjj 5 WOW 2140.00 452.97 458.96 458.96 459.02 0.000132 1.12 1099.11 162.38 0.10 Reach 1), t'i- 4 kith' , PF 1' 1 ' ' 2140.00 452.24 457.93 457.93 458.00 0.000201 1.33 978.33 169.53 0.13 , Reac. 9,M.:, -; F 1 2140.00 451.30 457.00 457.00 457.09 0.000299 1.72 872.62 166.96 0.16 Rae : OW `7n ' 1 Cdr: , 2140.00 449.94 456.17 456.17 456.30 0.000522 2.34 741.91 166.87 0.21 4e01Al'' Al' 3k P 1„',j ,, 2140.00 449.00 455.74 455.74 455.91 0.000739 2.29 653.43 156.18 0.18 r HEC-RAS Plan. run 14 v001 River: RIVER -1 Reach: Reach -1 Profile: PF 1 . / Rea I K SWIM MOM e 1 ,Q1Totast�^ WNW V S M EC 1 Y�FS Di G�,,EIev ' 7 G Slope 429TeI Ch'1 SWARM S aT°6py,Wid�h`li s F,roUde O 3_zM s'mg- Ware > MOM M 'RS Miffilj ' ` -0i/3 xMfsq US MIMS r»r" VIS mow zar q 4 626000 558.09 563.25_ 563.25 564.59 0.008625 9.53 684.89 248.59 0.97 Reaegi 23°k`� " �,+F mu= 6260.00 555.39 560.70 560.70 562.12 0.009278 9.57 _ 655.20 230.31 1.00 rem ammis R 6260.00 553.21 558.68 558.68 560.10 0.008410 10.24 664.06 222.92 0.98 Rear-i 1 ' . PK ' = 6260.00 551.03 556.53 556.53 558.00 0.008715 9.76 648.81 220.84 0.98 teacF7;`'il� 2 t 5..M ' j 6260.00 547.68 553.39 553.39 554.87 0.009132 9.77 640.54 214.38 1.00 w U r• _ ri19',P 6260.00 544.58 550.43_ 550.43 . 551.80 0.009433 9.51 - 666.21 240.55 ' E1 - v 1,8 t, ,P mt 6260.00 542.76 547.44 547.44 548.85 0.009647 9.43 658.52 237.06 1.00 � k .. �eaaef� ]�a emusm.m 6260.00 537.56 545.19 545.19 546.52 0.009449 9.55 677.62 253.35 1.00 geac W .. I6 ; 1 "PF 1F ntj 6260.00 534.26 543.26 543.26 543.84 0.002410 6.05 1021.01 249.12 0.53 ReaG "h`ti� ' 'id^ Yir 1_ , � y Fla•" 6260.00 532.99 540.38 540.38 540.90 0.001762 5.00 1101.54 240.46 0.45 F each 1n6� ati 6260.00 531.72 538.08 538.08 538.71 0.002180 4.94 1015.42 235.56 0.49 eachg r me tF ?r sr-fgi.. 6260.00 530.48 534.22 534.22 534.80 0.001075 2.50 1124.98 215.87 0.32 R4 clj, . ,: iI s. fig. c 6260.00 528.43 531.81 531.61 532.52 0.001274 2.61 1019.79 196.87 0.34 iReae > 1'-,e 1 6260.00 526.24 529.49 529.49 530.16 0.001445 2.91 1018.78 194.23 0.37 1Reach`"14' S AM PF n 6260.00 524.85 527.24 527.24 527.73 0.000926 1.70 1165.65 207.31 0.27 R Bch 1 '' 3, R P i = 6260.00 519.12 522.16 522.16 522.41 0.000354 1.24 1610.61 21323 0.18 Reach no wt mi tr 6260.00 513.02 517.43 517.43 517.82 0.000719 1.90 1302.34 216.38 0.25 :011�,1.24it s; " MASI 6260.00_ 508.86 513.34 513.34 514.23 0.002125 2.46 888.00 217.16 0.41 !.10,M `U�r + ,a 1' ; 6260.00 507.90 509.68 509.68 510.46 0.003092 _ 2.04 950.05 339.38 0.45 ''I:a!Mi,itegra '" UM 6260.00 504.23 506.23 506.23 507.46 0.007955 3.47 735.12 318.87 0.73 Re" gRI, ° ,4 x �`' er0 Wi e= 6260.00 498.36. 505.56. 505.56 507.16 0.012594 8.55 627.94 262.12 1.08 jgeach t 3, - t x a R,F,,1i', 3 > l 6260.00 498.93 504.55 504.55 505.48 0.008654 6.44 826.66 395.88 0.88 , fie" `T 4 t { `� - a 6260.00 498.47 502.90 502.90 504.26 0.009573 8.64 669.83 245.34 0.98 Reach " t et4 c am Fra 11EA i7a. d 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 MOM �,5 ig?Sta y - Pr t 1 altal (vI m ALv SWAMI Ont B Kr6`1=EI. Q$Ipe' x Velahr 'MO W& Top WW1 r Chfl om 1�" �± ammo Wein WHOM F _ & MIME E ` iflit)> *MM. trif S.> i' x(54 ft). '.(eet I ; -2119 Reach' 83 pF 860.00 556.47 558.43 558.43 558.68 0.002720 2.90 226.77 132.60 0.47 Rea'2h 82�, t-ge 860 "00 554,04 554.75 554.75 554.88 0.000735 0 "62 30337 124 "55 119 - MEM 31 .11M -MP, 860.00 552.68 553 "34 55334 55337 0 "000116 024 567.04 135.13 108 SUM :14 1 r�.1 860.00 545.69 552.64 547.09 552.66 0.000027 0.61 939.36 141.81 0.06 :Eaa:6M 2$t ; 860"00_ 54321 552.64_ 545.53 552 "66 0"000019 0"63 1062 "83 147.57 0 "05 Read1= 28V` PFM13+ 860.00 552 "44 552.65 552.65_ 552.65 0300009 034 142100 17439 102 Igci ai„ mew 86030 550 "04 55039 550.59 55039 0000011 037 136163 182 "67 032 fR eac 2 -vj 1:21432-7,t a t 860.00 544.64 540.07 535.75 540.16 0.000319 353.15 70.79 0.00 n lTSA 2 r Ural ' a 860.00 543.22 540.09 534.66 540.14 0.000161 469.63 84.97 0.00 `Reac�ij 4 3 '' PF 860.00 538.76 540.10 54110 540 "14 1000135 0 "47 558.88 160 "51 110 .t.i.M` 11�' 231' ftE �"'T 860.00 534.30 53728 53728 53736 1000405 127 41109 17731 119 at 2 � F : 86100 53139 53437 53437 534 "94 0310939 7 "49 11437 6536 1.00 matitu-P4 goad Pr ., ' 860.00 528.56 531.32 531.32 532.17 0.011228 7.42 115.90 68.55 1.01 : .,4' MONA P j' fifia 86030 525 "48 52175 52175 52162 1010920 7.48 115.02 6184 130 SVONA imam a . ate, - 86030 522 "30 525 "19 525 "19 52189 0311540 6.71 12820 9030 039 ;Reac°tF It 81' R4W 'i 86030 518.83 521 "73 521 "73 522.34 0"011921 6.36 139.51 118"18 0.99 ,Reach a ' l•� PF .�.��'.."z, 8 60 . 00 514.92 517.80 517.80 518.42 1010984 6.32 13102 10021 036 Aran: : £ s a .8 PFa r,,,_ 860 "00 512"57 514 "74 514.74 514.87 0301614 2 "11 306.46 191 "13 035 #401 ' ` "pFt'f` ' 860.00 510.24 511.89 511.89 511.96 0.000427 1.06 443.31 189.84 0.18 iR ao_y s gWane MiS 860.00 506.34 508.54 508.54 508.72 0.001862 1.45 274.43 197.38 034 IReaol,>713 maws man . 860"00 504 "73 506.03 506.03 506.42 0"010256 3"37 180"84 212 "63 0.80 R y1� - -.;i , tm 86000 502"78 503.94 503.94 50432 0"013778 4 "80 174.18 221"99 0.98 :Mr: , ,at PNI par *, *A .�� ,y3�as�'� 860.00 500.21 501.90 501.90 502.34 0.014143 5.33 161.21 186.95 1.01 IWA 10`+ -3'g MOSPO 86100 497 "76 49185 49185 50139 0313336 5 "91 145 "63 138.71 1 "02 thIMIra51:1463MITARakt 860"00 495.33 497.33 497.33 497.93 0.012374 6.20 138.65 115.94 1.00 teach W 's W"2 860.00 493.42 496.41 496.41 496.58 0.002069 3.33 258.23 142.36 0.44 ilje rill ,;y 7 ,. �. �! .:'fl p,,, .:; e,, 860.00 491.01 494.17 494.17 494.33 0.001931 3.27 263.29 142.41 0.42 �t�eacina 8 Emwift 860.00 490.19 492.34 492.13 492.81 0.007737 5.49 156.52 110.33 0.81 **Mt 311COIVARISTEW 860.00 490.21 492.07 492.07 492.61 0.012633 5.89 146.00 133.66 0.99 UM M� � sb,ks.� 860.00 48822 490.48 490.46 491.03 0.012904 5.95 144.51 132.19 1.00 ;R eFt"1 ' 3 hea 860.00 48537 488 "58 488.58 488.59 1000019 0.26 113114 19188 0.04 i J eacF 2 P:00 860.00 482.50 486.15 486.15 487.01 0.010991 7.44 115.57 66.84 1.00 MOM INStria MICA 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 Prcfile: PF 1 0%wwil wars } Profit ikiliOak Q.TotaR Sn,Gh` I AN EI AMEN ` Val FRUMP e ffel4h11 WFiowa1ea x7ogIMltTA oudeo mom, t 'ar it maw worm - kV = Miiirie MOW Wi (R).a lfsm r (fU U g? MU ZUNI ZUNIEkt 201 a .% ;Reach'- y' !' M-1 .`�r•'.1;'t rg 285030 508.09 50930 50930 50939 0.000234 0.50 1166.57 201.77 0.12 0.4i xiNa TolvAge, -pB IBM= .= 2850.00 505.99 506.62 506.621 506.78 0.000583 0.60 88737 202.15 0.18 Imams ,6" ? P 1 2850.00 502.46 503.77 503.77 504.17 0.001720 1.66 59421 208.74 0.34 Re,`achtni OMAN al ` 2850.00 498.52 502.58 502.08 502.73 0.000516 139 93629 208.40 022 AVOW. x8 P,glai it 2850.00 497.12 502.58 499.37 502.72 0.000371 2.41 101133 19939 021 Reach„ '0','1,,'701 PF 1 2850.00 497.45 502.49 499.89 50230 0.000713 320 787.97 172.00 029 ; Reaa n a k ramo 2850.00 501.51 502.50 502.50 502.67 0.000726 038_ 865.57 262.43 0.21 Ileac -iAl 2 1 `µPzFwl u a's• 2850.00_ 494.96 501.92 501.92_ 502.09 0.001051 334 853.90 277.43 0.34 ' each 1;2-1AZ P,� ?3 2850.00 500.04 500.48 _ 500.88 0.002834 1.01 565.68 234.07 0.37 ;Reach 1�'i' 1,1gA 4 ` : RRj F 2850.00 499.72 500.52 500.23 50030 0301610 130 68038 235.47 029 itiearige 61;0 a ' Ot ?t 2850.00 498.81 500.49 49925 500.77 0.001308 1.88 69733 225.60 032 MOM $� OA � i aV.B'ca'r.� 285000 498.86 499.58 499.58 500.51 0309234 2.84 37732 21032 034 Reach tx,`r' WEAN N MP/Witt'', : 2850.00 498.38 499.08 499.08 500.01 0.009967 2.72 374.86 209.47 0.75 Re g WAWA z • 1; s r, y '+_. ,, 2850.00 49420 498.41 498.41 49938 0.010430 733 364.45 18739 039 - fi..3`�S,Pi 2850.00 493.69 498.38 498.98 0.004711 5.43 480.39 213.34 0.67 Agtingt.. ada eirS pFrl'aNEs`.=:: 2850.00 _ 491.85 498.47 498.47 498.83_ 0.003163 _ 4.85 587.35 250.14 0.56 t'filettiM alt 2850.00 493.34 497.55 - 497.55 497.75 0.001527 3.59 794.84 308.94 0.40 ReachW,'�„ 44'f'PF�,3 285030 493.40 496.72 496.72 49730 0.002243 333 67337 275.76 0.46 Reach_1 }2 ' „ ,;0 WNW: 2850.00 49222 495.54 495.54 495.97 0304000 436 545.90 24733 0.60 ift -j i lt4' 'M EM 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 RS .0 1- L T L .c Q) C LL LL LL C g co W 0_ 0 - - D_ > > • - Y d a. n. o_ o > e Y J U U (D J m J W I U U J CD C m W - co 0 O co N N - tn U) - c- - T O N r- c O O > > O 03 • 2 - O (6 M _ N CL t -: N a - CO CD O C v - _ N L - L Q - O C - yp 0 - (n a cr) CO o - a a) ) co o O - o - E o - eL - Q - o _ O - > i > - to N - ❑ - 0 - o 0 - O O O - 0 N 0 a) 00 1- co (() O co (o V N O 00 co to to to d• t '7 'd• V to V '1- V' 'Cr •C d - V (4) uogeneig (y) uoilena13 • C LL LL LL C $ co C LL LL LL C N (/) as LL a 1a o❑>e. rn a CL - D i CO J w U (.� J m J W ? U U J 03 (0 1 O (0 a _ 0 ( D N c) N ^ 111- ■ - O 1-111Thill---..---? = M 0 O co C ( Mo N (6 - N CL m r - m - r <- v - o C _O - C n _ N E _ N L C L _ C O - 0 C N m as i co 0) d -to CO d C - O C c _ o N - O N O o E O - E - O O O _ _ N > - to 0 - (q ❑ _ 1 - 0 - O 0 - 0 0 -O 0 o U CO CO N 0 CO CO d N N 0 CO (D V N 0 0 0 0 0 0 0) 0) O) 0) 0 0 0) D) 0) 0 ) 0) 10 (n (0 (0 (0 V `7 '1Y `4 '0 u) V eh V' (4) uoi;eneig (g) uoi ;ena13 w al ▪ LL u o a) Y ) Q U_ (� c cq CL tn • C7 a n 0 • cn mc N C ! O - W I U U J m J w ; U (� J CO LO LO O N N M M M CO O c- • a1 CD O 1 O LO O �� N M N C CO C CO O CL o a o Lo N LO N r- O C L C 0 p O C f6 C D aI 03 CIS MO c o O C 0 +-' O E I O el 2 E O Q. N 0 > to > 11)) 0 N Y Y • 0 0 • 0 0 0 O 0 0 V d• CO 0 N N 0 0 co to a) N O CO IC) to u) to to to LO 11) to 0 7 'd' O d V <f ' co () uogena13 (14) uogenal3 v m v al C LL d d a 0 5' ....se a a) u_ u_ tL c (7) -J w U C9 . J m _I w C7 m LL! U m 10 10 0 0 co III' 0 T M M el N o M o ` 0) O O o to O r" N V- N O O C C al aS O CL O Lo N N In N - O C RI , CIS - MO - c- a o Ea EL O . O C 16, 0 N O C_ d o o i 0 a� 0 0 U o U a CO to to V V on t N CO CO `t N O as O to to to to to to to to to to soo t u") •Q .4. (g) uogena13 (g) uogena13 • C U_ a) LL C r L- I IL- C N u) C LL LL LL c [/) a ) a • rn d 4- O- '0> J W , U U` J m J LL 10 m co I co N Oo o =0 CO N LO LO O O) co I - O O. - O O co p N O (0 tin - o - O N ` • N - O U U N O ((0 CO CO r N c O c t . - O -l0 O c C (1 ` - s E o to (1) C 1 - (1) co as - a a - o -o 0 o c _ (1) a) E o - E Cl. O o 0 - (n > LO > a) a) - O 0 . Y O o •OM O o y O 0 0 CO (0 U) i0 V M N N' O 0 t() (f) u') 1f) to ( )() )0 t0 '4) O () uoRen913 (4) uoi;ena13 as as C LL LL U_ 'c a) CO C LL LI_ Li- C N CO a) o_ a . - a o p > • Y a) o- a - o_ > • Y m C7 (n ._ a) I C co J W U C 7 J m ••-L W U 0 J as to in N N N -M )A O CD - O I -O O O - O O _ M O N O O - 1 OL _ N w O rn - U N U O O (D CD ( - • M O z : 1! c c m 0 -O E. a) a) - E E - CL n o LI, o o _ o 0 co Y _ O co co CO CO LO LO la o o ( o to (n (n LO LO (1) uoRen913 (J) uol }en813 CCi c .` LL. u 0 a� to a U_ LL- I W C ae,i CO a) 0_ a +n- • •o >• CD 0 4. I� a ai. J W -' + 0 -( m J W U U - m I U co j L o M o O 0 - co O N N M M 0 O d) O - : to N N ( n O> M > O - C O C as O CL N N (o M r C C C g O C �"- _ . - .2 O t0 O • •C C r N m Ci - ro 0 ' d o ° o -o C _ a) E o E o - n 0 _ 0 0 so > - to a) ❑ - Y .. _ 0 0 0 0 o 0 0 0 O 00 CO d' N 0 . CO ao to rP d' d d' . t V V V 'ct d' . -:r (u) uol ;ena13 (}}) uol }enal3 as as c LL LL LL C m o_ EL Cl. _ o > w ° n _o_ ` a a i �c J W I U U m - W U U J m I O o 0 0 co o -- (' N co M co O a7 (O[) O ( n N N O > N M O O a. O N o 0 N M M C C O O C L to cc c O J co to w _ t cr) 0_ co cti O O C (I) a) E a o n.. o > a) a) ❑ 0 O O o O 0 o U I,- v v v CO v v Nr (g) uol }en913 (14) uol}ena13 ' ° v T v as C a LL if- L c N Cn C LL LL LL _ N fn m Cr) .. N C d U' J (0 J W ? j (. J m J w ("_ (9 m LO 0 LO 0 O ° c0 N co CV T_ co O) O O to o -In N C7 - N Lc) o ° > - C C C L o O CL N 0 N CO CO • co O > O 1- O c u7 O C N - ro Ia co as _ t - . .. o O 0 0 o C C - N (ll . - E E - 0. 0 > -� > M u° > - (1) o N _ 0 Y o 0 O o - O O O C.) V• , , i , , i 0 0 N co m co O 0 C co , u v -4 v v v v v d v v v .t (}J) uoi1en813 I co c IL LL U_ c N U) • c w u. tL 1:0 m u) a w 0. a a o ❑J� J 0 a 2 23 c c i . I� m w Iv m ,p o CD ° 0 O co N co N M . M T T \ co O 6) 0 • N N O N LO LO 0 O Q CO > > O C f6 a) co a 0.. N N M T I .. C v C i r O C L O O O C C Y a CO CO M O O o O C O C r - N M O N C Q Q- O > La > u > O a) C C co o O o O • O O O U ° U o o 0 0 0 0 ° o rn CD rn In u) to tr v v v La v v v (}.1) uoi ;en813 (j) UOREA913 • , C LL LL LL C N CO C LL LL ILL C N CO CD a �°" ` ai rn n. a4.n" o > ® J W l v 0 J m J W i U 0 J m I I to O 0 - c) -o o -o N CO CV CO O N— r _ CO t p O 1 o r _N N N N 0 O > > - C - C - (0 - O (B - O CL M - N CL co -N N p N O - ✓ _ r - 7 O C 0 C � - (17 O CU y0 (0 - (10 (A d ;. O O C -O ++ - - o r C C C - O • O O o Y _ Y O O V N O CO (D <} N O CO CD V •N O c0 d' '1t d' co M co M M co co M co co (NI V V V V V V 'd' V V V V V V V (1) uogena13 (y) uogena13 . - a) C LL LL (LL c N (n as C LL LL LL c N (.0 o) a j a o oO�eG a) a - °- o �•� O W U J m J W ? , U J m J 017.1 7 L0 I LO 0 0 CO 0 M co cO -... T co N T c,., . rn o 0 N o N N N 0 0 . C C o N N N N ✓ _1 r c o • CO 0 C 0 C C CJ . O 10 O (0 m (0 (0 a v) I; o p c ° ° co a) a) E E Q Q. (1) O co O o 0 > 10 > ( a) a) . 0 0 Y o O . o O U o 0 o c0 co V N 0 cO CO N 0 10 0 LO 0 LO V V' V V V M M ( C) VY M co N N V V V V V V V V V V . V V V V (}}) uol }en913 (}J) 1.10l 1en813 • I a c EL w u- D 5 U) a) a a' CL > > o rn o_ Cl. i s o a) c O C7 j c ea J W IC` c J m w w IU m I to o p = co O co O _ M N T - CO CO CO M _ ,- - r O _ o O) o CV N _ N N N C` O O _ > C (13 t (a _ CD N M _ N O N _ C 0 CO C O lI o c i - O c " - - to c in o C - C i O O ,- C C a) C E 0 0 M O _ Y o O O O U O V v W C V N O CO O V N co co V d am ' �V � V � d . � � V V �V 47 V V M V ,t• ,I• • (u) uol1en013 (u) uogenal3 v r r,r v 16 r r r 'a m C LL u_ LL It N u) C a fa o > �Y a Cl. o_ - a o > � c a 3 t - a) c m C7 -. • - m J W 1 V C9 CO J w U M LO 0 In o o - o O M N M O ` N M r to N N N M _ Iii O C N O CO - O 0 EL p✓ N N N r C F 3 y C' - 1.._ N o E c,-) -t o CO - O O • -O c O C a) a) a) Q eL 1 M O > to > - to > a) a) co 0 O O O co v v v � v v v sr v v sr v (g) uol ;ena13 (u) uogena13 C LL LL 1 LL C N fn C LL u_ I u_ C N u) o _ o a > • • -x a) n. n- I- a > 41 Ur - 0 J m J W (/1 ._ J N W j U [b O to 0 O o co cO -...._ T O M O CO o 0 0 LC) to c.1 co N N N O O O > > C C 0._ N N CV N T N L p C L O C co 10 o E co 10 EL a o u) CL co o 0 0 _ o o N • N Q C2 O 0 co O N O > O t0 > to O 0 co O 0 0 o o U _ o U 0 d co N O CA 00 0- CO to CO co V N O W CD V 0- 0- 0- 0- N- CO CD CO CD CO CO CO (O CD CD LO 10 10 V V , r V d' 'd' d' ':N' V' V V V 7 V a V '71 • (u) uogen913 (u) uollenal3 r 1 CO c Li LL LL c co c Lt_ LL LL (n Co 0 J W l U U C J W U 0 m O O O O -o T 0 M co o _ M .... CO CV to 6.3 Cq - CD ---- T _. r .,--. N CO N CO O N - O o O - > > o c CO 0 N O E N 1) _ O N N N N r' C t C - 0 C C 10 O • - t0 O CO Mo CO CO EL ED a CD co o 0 - o c I .- - k s_. o c7) a) E E p - a 0- - o 0 - > o i > - o M Y O - O 0 - o 0 U o 0 y ,,,,,,,,,,,,,,,,,,,,,,,,,,, „ o N O o0 co f N 0 0 CO co N 0 CO CO CO N� 0- r t` N- n Co co Co CO CO to V d' �t V - -4. V' - - d' V- V' (u) uol }ena13 • (u) uogenal3 I �- y y C LL LC. LL- c N CO C u_ U. U_ c N CD rn 0_ 0_ _ 0_ m > i p. O rn O_ 0_ - 0- =O > ♦ .. -J U U J CO J W Zi U U J m W in O (n O O - O O T O O Co • N N C) - C�) M � - ` O 0) O (37 O N N N N O - O C C CO - o C6 0 0 N Q_ N N N O O = co O C - 2 O ID O C (6 CO CO ca CD 0_ CO 0 0 - O O C C - a) m E - O- p O 0 > In > M 10 a) 0 o Y o O O O v' 0 o 0 ° (, 0 1 a0� N- co In 'V' M D) co N. (D ID `' M N 0) 0) 0) Q) O) D) O) a0 co co co CO CO CO OD O '7 V - `4 V V <t - V 'd' -4 - d' - o- (1) uonena13 (4) uogena13 a) d u_ Q a a) U) c a U_ U. it u) m C7 CO I� a aa) a .. a a>)�a J W i V C9 J m J W U J CO in � 0 (vpj N • OM CO Illik s irzliiiiiihansii - N cO CO T N N N N O C C (Q - O co o - O d co O N CD. N N c o N C C 0 )n o C _ ' @ N m 0 0 _0 0 C N CD Q Q p O 0 > Lo o > o in tll o Y - -Y O O O O o U ° U - O m co h (D LO 7 M co '7 N O 00 co O O O O O m O O 0) CO a) a) O) co Co (n LO 'd' V V 'Cr V V V d d' V V d' (}j) uopuna13 (g) uo fena13 C LL LL ILL c a (I) C LL LL U- C N IIIIIIIIIMNIMIIIIMIINNMNMMNIIIIIIIII a) o LL o o >•Y 0 LL 0- - 0_ _ >•_ 12.3 J W 16 ° J m J. W U _ (9 J (C6 i U m 1.11 Lo N _ M N M N N `- - t o - rn o _ o N N N N O O - C C r - N _ N i C o C =(n o • - o — t 03 M CO - O p O -O O C _O N N E _ a - 0 0 a) - o > , > to 0 - 0 - Y y O O - O O 00 M to CO N O as CO CO al CO CO CO CO cv -a- d d' 'V' 7 'V' '7 <t V �t V d' V -4- a}) uogena13 W) uogenai3 :° C LL LL LL c N (n C LL LL LL C N CO 0 I LL LL LL ` > 4)Y N LL LL- LL = > oY J W j 1 6 - U' m J w 5 ° J o Lo � U m N o - ) O -O N _ N _ N - - _ <N . - M 0)) 0 ) Q 0 0 -� N o - N N O O _ C - C - - CV (6 (6 �-. _ N r L C O c I-- O C - us O (6 - flf M - O (6 - O O C c) - - O N 1'1 - N - Q. _ Q o O N _O N _ a) > [n o - CI _ -Y - .. M O O O o O - (0 c.1 O W (D . 0) 00 N- (0 (o t .1- 1- M M M M M M M M V V — d' V . d' . �t • V' (}j) uogena9 (g) 1104en913 ca -0 C u_ u 1 LL C N u) C LL LL I ll C a) CO CD 0_ 0- t c > o Y ) ---- i to o u, o 6.3 o -o o -o N N N N . , -co -to N co - N N N 0 q O C C o N CV r r _ c M - O C O C - to O - to O ITS Yd (II lD CL - CO 11 CO O o _O � -O N O M E O O - N _u > _o > u Cl - ci Mo O O _ O O If t` co to '7 co N O Q) co r (o tO C to In EC) LL7 to co to u') V' 'd• V• 'V• 'I' V V• V Y '7 'V' V' d' V• V V (4) uoi ;en913 (g) uoi ;ena13 CO c LL tL a_ C N !n c LL lL Lt_ C N u) a) tL d a > > o Y rn a n- ! C o > o � Ill c J • (.9 !U ..n....° m --1 w IU J m o --- -00 O M N •OM - N _ N N _ T_ rn o °� o -,ua - u1 N -N N - N O 0 _ O = C . - o l 6 0 a - O !L co N N O C _ F C 2 O C 2 O C - � C cci ca co CL o -u7 O - ( 0 fn O A l -0 _O C CO a C a) O C _ Q it O O co j t o n > ° _ Er) N - N o - o Y Y O O O p U ,,,,,, ,,,, ,,,,,, o 0 , ' , , ,,,,,,,,,,,,,, 1111,,,,, o co N O O) a0 h CO CO t coo En to to to to d 'V' -a . -t 'V d' .a 'V' V' 'ct d• d' 4- 'V' .4- (14) uoigena13 (I) uogena13 c — LL i tL c m i c u.. tL LL c a in 0 a_ d a_ ' > 4 , - 0 O Q_ - n- > • J W U U` J m J cu W �' U C7 J m i o Lo 0 O O co C1 M N •ori N N M O O o , T • N _ N N N 0 CD � _ o N - _ o EL N 0 N r N N-- _ c F c 2 co — - c ro N 0- cn d • - o) 0 0 R fl Q O O - 0 N o D Y .1 - O O O • 0 cO co V N O c0 CO d CO I` (O 1 .0 V CO N O 00 00 CO CO • h h- N- CO CO CO (O CO (D CO CO co V V 'd' V' 7 V tt `I- 'd d• d V st V d (}j) uol }en913 (ii) uollenaI3 i .. C LL LL LL c N v) c u_ u- u- 'c N 0 0_ a- k a > > 0 _. a n. a_ - n. = > • _Nc N 0 co I O` J ( d C7 J N . J• W U U CO --I LL . U 03 o O N N N N • - N CO - T c- o . • . C o 1 O N N CA T N N o CD C - c - • ... N r r Cl - t . ix) c - c - i C o c O c - LO O N RI _ o 0. o - C c C E - o_ Q 01 o N N _ t o N _ N 0 0 - O - O N O c0 co 7 N co co -4 N O c0 Co V m m c0 co ' co c0 c0 h r- CO CO (o •q• V V V d V V' V V V 7 (14) uol ;ena13 (}}) uopnal3 • ti" C LL U- 1 LL - G - N (n ai C LL LL i ._ - c N (n ca J 0 i ..-•__ ■ _ • J W I a ('� N • C �0 J m O CV N N N o N N _ T _ N o _o N oM - ° O N CD O N C C - 0_ d l O CO O -to -t--- p -to 2 • C t - C • M -o -o 0 N to D O to in 0 O _ O O Cr) c0 L` M LO M • N O co (o ' fi N o O O O O O Q) O O O T co co co co co to V V- '7 V V -4- -Y V V- d 'ct d' V V (u) uoReneI O uoQena13 C u_ U_ ILL C N 07 C LL u_ (LL C N co ca a) 0_ CL EL n O p > l Y m d d Q- =O > • N (� I J N N - all W I1) CO -J W U CO LO 0 LO 0 O N O N N M N ,_ . m N c) N - O t p O Lo C `- C co LO (E O • EL 0 r r - 7 7 g L O C O C' C O O • -O O (6 m c0. _ N CO 0-' u) 0_ M C o C a) 4) - O O - N N O > _ ID 4) o 0 - .Y Y O 0 () o 0 ° 111„1„ ,1111„1,„o1■I, o (0 V N 0 CO (D V' 'cr M N - •c 0 0) co N o 0 0 0 0) o) 0) o) 0) a) ) o) c0 c0 co In L0 ' LC to <r v NY -t v v V 'a (}j) uol }en913 (14) uogen913 m . a o_ a o > fo. m m a W J a m to O o Lo N N 0 r - o O •O0 N C • CO Q J O O a so C , L C E o (0 c6 CL c.) O CO c O `O +J C N C2 O o N in N 0 Y O O U o (13 CO CO CO CO CO CO CO co co (j) uo13en313 v w <- m C u_ LL ' LL c a <n c LL IL LL in C 0) o C w f 0 J m -J W U (5 c0 (f) Cn O to O O N o N a O N N o (n CD N.- o C; •OC, N O > O M CU (1 Q .0 _p O O O so O O O o co • M p O C C N N Itr_r_r_lcp E E o Q. Q lC) O O O i N 0 Y O O O O N c0 co V N O O CO CD •ch N O CO f- r- co co co co CO f CD CO (D CO CO t.C) co c7 co co co (h co co co co co c7 co co (ii) uogena13 (}j) uogen313 • t , __ • C LL LL LL C N (n C (L Il LL C N (/) 1 1 L- _ - c > _, N - 0_ _a_ > > •Y J LL U 0 CO J LL U m o o -o o Lo -° 0 N 0 N _ N 0) 0) 0 CO T T - O O O o O > - C • C`) r C at o .n o - o L p c C C i _ O O O (TS ra ca 0_ (n 0- M p (n O - O a) 7 ) N E O_ O '1) Q _ O - 0 (co > - > . Q - 0 O - 0 - O 0 U V i . 1. 1. i ■1∎ 1. 1 i o 0 •� .. p N 0 0) CO 1- (0 0 CO CO N 0 0) co 00 00 00 N- N N- t` n h N- N- r n n co co CO M CO CO CO C) V) M CO M CO 0) 0) CO CO M (g) uogen813 • (14) uogenai3 1 ,- .% - T T — . 20 C LL LL u_ c N (n C LL LL LL C CO c m 0.. al LL = O > • Y 01 n 0- - O C N c (q al w ` U C7 J m' J ill U 0 m (n o N o O co O • N N rn o . o o T O O O O > o ) N C , C co @ CL 0- W O O C v o T p c i c C 0) _p p 0 as - co (0 :m el © C C O Q) E co Q ( O O O O > _ > a) 0) O - 0 -Y Y O - 0 0 • o (n 0 0 ' . , 1 ' „ „ i . , . 0 0 • •• .. p CO O O 0) (0 O 00 co N 0 0D (O V N 0 O r ti n ) CO 00 CO 00 00 CO 00 r- co ( r ) .0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) O uo11en913 (D) uogen913 - 0 ` - ' "-- i ` - - o C LL LL W c N (n C U_ LL LL c N CO 0_ 0_ LL > • Y N LL LL LL > > • • Y T o ° o ° O M CD O o M N N T CO Lo Lo N co N O + 0 C a O O. O co N CO N O O i O c) 0 C o J' c i O c '- O c C C .- o (>S m (6 co a 1 CO 0.. CO 0 O F O 0 C C co N 4) E E a a O 0 0 > to ❑ M ❑ 11 • Y O _Y O 0 O 0 U 0 0 - - 0 N 0 CO CO V• N 0 Co OD (D 'd' N 0 CO CD N 01 t V . r" . 0 Cr) 0) 0) Cr) Cr) CO CO W -4- •d• ' 'a' d' co M C) M co co co Co (u) uogen913 (g) uogenaI3 . :4 -0 IT 1-0 (o C LL LL 1 LL - N (n C LL. LL LL C N (n N O_ '- } d o > Y ow d d a- ` >• Y J W �, t j ° J CO i -L W U ° J m W o g O O o O M N M Cc) N ..... 1 T N O N T T O co N I I co N a o t C N (0 Q p d O al N N i• • - N O O C C N D to O p us a (n O O co O O O C C N a) E E a O- O O o 711.) N 0 in ❑ ❑ Y O O O •o(n O U o U - o co N V N O CO Co O O O O O O CO 0) st V V <t 7 •d' 73 - V V •• V �t V M (h (0 04) uogEna13 W) uogenai3 • c u : [� C 2 CD a a n_ m a > > � , W . 0 o co N N N.-- _ • W . O _ N O > C CO - O -O N CO • O C CO 7 L O C � C 0 .. .i_ Co O _ -o O - - C a) E d 0 N O > - tD O 0 �[ co o Q _ U ■ I O O o0 co d' N O o0 M N M CO CO CO CO M CO M CO CO (g) uo1)en913 • itl +° c LL LL c u ) c LL LL LL c iii u) rn D_ a o •Y 0 a s n. o> 0 J w to a) u) m C ol CO J W 1U ° J m LID LO O O O CO O M N N N N - N ✓ _ CO .. ao A 0 O - I n V) N— N r N O • O > - > C _ C CO - Q p Q O N .O N CO cO O 0 O j O ' F g • co O C O C O O to O E C C6 � - Va (6 c0 d CO D_ - (n -p O C C . - a) O E _ E CL O _ O > -� > co 10 m O 0 _ 0 • .Y -Y O O O O , lilt/ i d N 0 CD . i 1 O CO C co En O N O In O CO CD CO CO CD Lo t--- I- CD co In In co co co M M co co co co co co co M (I) uogenal3 (}}) uogena13 d u_ u_ u. c co a i u_ ° . u_ u_ u_ c u) •'- CD (- D- o 41 a) °- o- + O- o 0 a) O co m a) O co '= C W W 0 O m W W 0 O CO co 10 10 N _M O O - (n - to �- N : N (0 ca N N - N DO O - CO 7 O M - C - - O C i (n O M O 0 C p - to O as is (0 m __- U) d. _ U) O i C -O - C E - E O - O _ a) o a) o 0 _ 0 - - CO Y _ O O _ O U 4f t' , i i 1' t I' t, t, 0 0 0 (D t CO N 0 Cr) 00 N- N 0 CO CO ' N N- t- h. t- ti h ti (D (D (D N- h CO (D (D (D cO CO CO CO CO CO CO CO CO CO co co co 0) co co () uoigena13 (}J) uoi}ena13 2 r (o c u. LL LL C CO c W u_ LL C co ) 0 a n. n �Y a) o_ 0- -n- o •.Y w U O m � w U O m N - M N - CO (j - 1.0 - o) . o rn o -to t - • N r - _ N O 0 C - C - (0 (a O - O D- - O (0 N (0 N W CO 0 - C - co L o - t o t) 0 ` O - ( 0 C - o_ (n a_ - (n O co ++ -o -o C C O O E E Q - 0_ - O _ O - > - t o n > in a) - a) - 0 - 0 _ O O U v 1.1 o 0 1 i 0 CO N- CO «) 1' CO N 0 d' � N 1 0 a0 , (0 V h h (- N- N- I- h N- r (- N- r (o co co 0) co CO CO CO CO M M 0) CO C) C) 0) 0) co }) u oi�ena13 (} (I}) uoi ;ene 3 C LC. LL_ I LL (1) C L).. LL i U. C N CD a) a. a. CL n• y N D Q_ + CL > > 0 Y cr) cs) J W U CD m J w Lr) in O CV o co N --t— oM CV co 0) 01 O W oo I. o O N 0 (Ni > > C C CO CO O f2 0 0 0 N O N C C L F 2 M 0 c O C ▪ O to O O co co 0 . , 0) 0 — O C O C a) v- a) .-- E E C2 C1 o 0 a) w 1 lo 0 0 Y o o o o C) ••" 0 0 o O CO CO •cY N 0 CO (O d' N (a) 0 to 0 (0 0 LO N _ O O O O O O O) a) 00 00 N. - - [f V •ct '7 V' d' V V •:r - M co M co co (u) U011BAal3 (u) uol }ena13 I I m .- A--- 1 CO C L_ tL I I LL. c d (n a L . LL LL c N (n N 0- 0- I O- L> o Y 0:1) a_ EL a. > > 0 - `L LO LI) O O O O O � . ( . O j O M N N C0 M CO O 00 O O O N Lo O N CO OS C1 O 0- O N N N N O O Ca M uo o N o o 0- 4- 0-- i� 0 c o c ° a) a) E E iZ Q o O Cl M 0 .Y O Y t: O O O O U o Lo a In 0 co co N N N N N CO CO N O O O O (P (P *cr V d' 4 ‘t d' d' d' V 'Tr a V 'rt `7 CO CO . (}}) uogena1a (}}) U011BAOI3 'D i— a c a -p T 1 r o m a a(a o >�Y a3 o u. u_ =p >eY �. ■ CO J W (j J m J w b- U J (0 w , O c� m O O C7 o OO o N N co O N o O :In N al al Q O O CO N O p N C o C i O C o O CL C O C o Q? =1 r CD r Q E .d o _ a. O .) O N O Lo co in O 0 (,) 0 co. Y O o U o U o CA CO V' N O CO CO V• N O L!7 co In O to co co co co co cO N N N N V• (h CO N N Cr V V V V' V' V• V' V V' d' V' V• tt Nt V' • (I}) uogenal3 (u) uogen013 --1 a ca c u. tL tL c N CO c tL CL tLi_ 1 u) d a s - n, > >0 d o_ a -a a > ii m ,, o _1 w U C7 m J W i U U J m p 0 00 °o N CO N ( ) W c in o O CV in p N p N C C (9 CO Q- O L2 M o O E' N p N O O C 2 O _ i O C C o C CO co Lo o •✓ ..4 o . O 0) O i O E E Q Q O O N > o 0 Lo 0 0 Y Y O O O 0 O p -0 0 0 co (0 V' N 0 W co CO 'CC N 0 0) CO <t N 0 •• co M cO Cc) M N cO CO CO 07 M N N N N N Y V 'Cr V•' V V' 1• <t '1' V• V• V V - d - V O uol }ena13 (4) uogena13 C g LL ILL C O CO C LL — u_ I LL. c N (n a ) d d. +a =O > •Y .. C d 0- 0- = >0Y a) 0 -_I (0 C) (n' J (a CD C --/ W U m -1 W 5 j c m 1.0 L.0 o p ° p O o M p O co N N CD rn O O O N N > > C C a) (6 O.. O 0_ O co N o N p p C o C in o LL LL co O r+ O C C o a) a) E E eL O O 0 1.1 o in o r; o O O O O U O U o a) V N O co LO V N O LO O O Lo M M M M N N N N V M M N N V V V V V V V V V V V V V V (}}) uol ;ena13 O uonena13 _Lo t0 c LL LL IL c 2 () c LL LL LL c N CO a) a a_ n. > > • Y a) n. a - n. p > • �c En -. W U° CO - J W s U m LO LO O - 0 0 p O O co p O ro N - N O) co - M - CO O - 0 N N p - O i O M N u O .. C 7 co - i = O C -tt) O O ..0 O CL El a O C -O C o N W E {Z L2 E 1, O O a) M o O co 0 > o _,n N 0 10 0 0 - Y o O o - O U 0 0 0 i) (O 1 .d• • C nl oD (D V N 0 CO CO V N 0 CO CO C) M co co co M M M M M N N N N N V V V V V V V V V V V V V V V V V (g) uo11.ena13 (}}) uol}enej3 I f co . C LL LL ci_ � LL C N U) N 0 CO I ._ .I w Iv J m lo O 0 0 N CO (7) T co O C N (0 Q- „ O > O o O N C CO • O ch 2„ , ice; .. �+:' it=+ O C 0 -- T O C O N r E Q ch O o > o N 0 Y O O U o tO V' CO N O O) 00 r - 'V Cr Cr Cr Cr d' V V' V im - (11.) UOi4 Ae9 C LL LL LL C CO C LL LL LL C N U) y 0 V) - d 2 0) C 4. - O_. 2 C N C CO r w ( U J m -I w 3 U 0 J 1.0 O p O O O . T M O N M o 0 0 N N N L2 f . a . O O > O > O O O N O N M C _ C O L L C - .00-) o . ) - -a_- . O I I uo O ,_ E i co CO o .� o C' O C o E E Q. 0 o M o TO 0 0 O O O O U o U o (D LO V' CO N c- O O) CO d' CO N O) LO LO LO LO LO LO 10 Cr Cr N LO LO In LO Cr Cr Cr '7' Cr Cr V' Cr Cr Cr '0 - V •cr v V (}}) uoi }ena13 (}}) U04BA913 CO C U_ LL LL C N (n C N CO C> � LL LL LL C � ca CD C7 In O. O Y 0_ d_ Q. O c> O N C +• C J W 1 U J „,, J W I U ° J m. t!) O O o p r O (>1 I N 0) • O co N ` N o `r) N O N c O CZ CO fl O CL O M N ! N O L 7 j g • O ▪ O C o O CO iti CO co co 0 0 C O c O E C a Q O O a) N 0 o 0 a .Y �C O O O 0 U o U o O N ca CO CD (O V CO r (D LO M N M M N N N N N N N N N N N N N N V' V' V' V' V' V' V' V' V' d' V V V' V' V' () uol ;en913 (u) uol ;enel3 • m (a c LL LL LL. c N (%) c LL LL U. c d CO a) D_ a a _ n. o C > ii ) n. a_ o o C > • � 0 co J W U m J W 1 U m L O 1..r) 0 A el N N o � 0 0 O O N N > 7 C c r_! m m _i_ a o a o 0 CD c) N _ N O O CO C '.4.' c o 0 C L 0 c 0_ O (n � co RS • al as co O O O O a) a) E E fl.. a o 0 (>”) 0 O o N M N co O © 0 o Y Y o 0 o 0 U 0 U 0 !— CD 0 V' co N 0 O D) Co N- (D U) V' co co M c o co co M M M M N N N N N N N V V V V V V' V' V d' V• V• V V V V V• (g) uol ;ena13 (4) uol ;enal3 a s it ic , a d 0 u) 3 W jU 0 m. Co 0 o -o O co N - o) - co �„ O - IC) .. N O ^ > - C ' 0 O • - a v O - O M N O C . Y v o ' !' � - O C _ E 03 t0 0.. - CO O - O C N E M a o - 0 o > - u) N O - 0 O o Lo o In 0 L o In o In 4 r ri M N N ,- O d• V' V C '1 V '-Y V' - V V• r '7 V• V .4t , l - (1J) uopenola • 1 - ,- - ro a a c i u_ LL IL c a; V) C u_ LL IL c N u) -) W , ( ) W U 0 m LO 0 LO O O CV A CO 0 co O CV o) 0 CO 00 0 0 N . - . CI Cs] N 0 0 O > > C C to CO Q o d O • 0 C9 N CO c0 N O + O i CD C C Ch - O C : _a o 0 0 co o a) a) E a O O > • o I > m I > a) o N Q Y Y O o O 0 U o U o LO O If) O IL) O In O In O O U) O LO O LC3 O Lo O 6 6 6 6 4 -4 c•-i M N N 4 c') C7 N N O O dr V V V V V V V 'Kt V V V V 'd V "4 V (4) uoi }eves (4) uoi}ena13 I C LLL .. L d C O U) aCi LL LL u- c N co a C7 u) ! " p Ca�� c a 0 to la °C cCS Ln - J uJ I U m LO u I U 0 m N o 0 0 CO CO di CS) 0 0 N N N N Q D_ .1 d O > o > o 0 0 NO ;i ., a N N N Ca EL i�` O C C m f .. O G O C C O r p C La p " ' :. - 11 : O N Q d O O T15 7 :15 0 0 .L m O O cp O O U c '' O U o L) 'Cr m N O m CO n CO d' N O C0 CO d• ✓ d' d' d' d' d' m m m M CO m CO N N N d ,t V R d' d' d' d' d' V d• d• d d' d' d' (11) UOL Aa13 (u) uogena13 - r- ,_ r- _ m v ,- .- v co c LL LL LL C N (/) C LL LL LL c N CO a� o- o- _ n- oC >•Y CD n_ o_ -LL aC > 'sY a) c w ,U 0 J m _1 w U 0 J m O O O O N oc' _ c0 N -om o N O - O ao 00 0 0 ( N ( N O 0_ o _ o > O > O N N N ' N O _ O C - C L L C r -l0 O CJ 0 O ^( •_ o C 0 a) N 0. _ O O Ti3 - 5 - > 10 O _ 0 Y - - O 0 - U 0 .0m CO 6 C'?. Ln O (C) 0 . 0 .10 U • d' N di d' M CO dt CO 0 N 0 d' d' d' d' d' d' d" d' d' d' d' d' d' d d d' d' d' d' d' d' d• d' d' d' (j) u ogenela (14) uogena13 1 ‘"I"" c IL IL LL C 0) _ = W '" 1 0 I � or �.� 0) n n +a o C�•� J 0 J 0 d U U '- W IU m -I W IU U J m O -- N o N C.' 0) CO CO N m N O p > > C C O S CO o-. o Q o O N N C M C o L C] ` L O C f O C CI CO CO C O 4 . O N .,- O O O o N o O IL o Mo to a) to 0 0 M .. ..0 O O o O o U o 0 o O a) 00 t-- 0 C[) V V N O N 0 V N I 1-- CO CO O CO 0 CO CO 0 CO In 10 It) to V Cr 'zt V V' d' 't `d' V st V V V• V• (14) uogena13 (I) uogena13 - a I— 2 c LL LL LL C ( 6 , (1) C LL u_ 1 L1.. c N C/) rn o_ 0- a B 0 a a- a- a Y J W U 0 J 00 . J W 1 5 U J 00 O LO o p 0 N n M N CO rn rn CO CO m 0 0 0 in C) N Q N > > C C (6 CO C C o. -,... i !-. t _ - O C •• O C O V) O O E. f 4 ro. fn CO a ,y ... O O C O E O CD a) E 0. CZ O O 0 0 0 co Y .c o O O O 0 O o 0 o 00 0 to d• (*I N O CO `h N O CD CO ct � h t-- h 1%-- 1` ti h CO CD CO CD I) UJ In `Cr V •t d ct 'ct mot• •d' d• d' V d 7 V "It (}}) uogena13 (}}) uogena13 1 , SCS Project Number 648 -2 AN INVENTORY SURVEY FOR 29.389 ACRES IN KAHULUI 2 NORTH KONA DISTRICT, ISLAND OF HAWAII: Investigations into Settlement Patterns in the Kula Zone of the Kona Field System Near Kailua [TMK: (3) 7 -5- 017:40 and 41] Prepared by: Glenn Escott, M.A. Thomas R. Wolforth, M.S. , and Jon Wilson, B.A. April, 2008 . .. 1 _ Prepared for Brian R. Cook 78 -7021 Kewalo Street. Kailua -Kona, Hawaii 96740 S CILNTIFIC CONSULTANT SERVICES Inc. 7°.G7000 GGBGGG .'7➢ ::.�� �.�. ^.G~."'..G:�G� :G::. .G :0007.' e'SGG� G....G ...GG��... .:... _ ... ........ � .7GG - �� ..... : .7 � . :� Y : :G :. :::;:: 7➢G�G GG �GG7�G: - -F G:E�G:�:iL• ::`C �r 7�°L:W ::.- �� M .. ''^ ::C .��.I:� w C 0' E .x ...- ....... am- .................... -.u... m ......- ............ o....... . 711 Kapiolani Blvd. Suite 975 Honolulu, Hawaii 96813 Copyright © Scientific Consultant Services, Inc. 2008. All rights reserved. APPENDIX B .... .:. ,.....:�.�_ �. -. _ ,.::. ��.- v_- � .'•..r- .:.:..3.....»A'+r�.ja7;. e• �.t�..:K. s: .n:�.. -.. - . L._x. -..mss. .,.w- ABSTRACT 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 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). Twenty six sites are evaluated as significant for Criteria D only, and no further work is recommended for these. Cave Site# 26602 is evaluated as significant for Criteria D and E. Data 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 Burial Treatment Plan yet to be written. • ..1 1 1 1 11 Anirimb TABLE OF CONTENTS ABSTRACT II LIST OF FIGURES IV LIST OF TABLES V 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 C APPENDIX D: INVENTORY OF IWI KUPUNA D I LIST OF FIGURES Figure 1: USGS Quadrangle Map Showing Project Area. 2 Figure 2: Tax Map Key [TMK] 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 Figure 14: Site 26601 Planview. 24 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 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 Figure 23: Site 26607: Overview of West Side. View to East. 34 L Figure 24: Site 26607 (TS -19) and 26610 (TS -26) Planview. 35 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 Figure 28: Site 26608, Feature 23. Overview to East. 39 4 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 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. 48 Figure 41: Site 26612, TU -2 Post - Excavation Stratigraphic Photograph. 49 Figure 42: Site 26612, TU -2 Post - Excavation Stratigraphic Profile. 50 Figure 43: Site 26615 Planview. 52 Figure 44: Site 26615, Feature 2: Overview to Northeast. 53 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 56 Figure 48: Site 22618 Planview. 56 Figure 49: Site 226186, ST -4 Post - Excavation, West Wall Photograph. 58 Figure 50: Site 22618, ST -4 Post - Excavation Stratigraphic Profile. 58 Figure 51: Site 26620 Planview. 59 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 Table 3: Inventory of Sites in Project Area. 15 Table 4: Site 26608 features 38 Table 5: Site Significance and Recommended Treatments. 62 • v 1 INTRODUCTION 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 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 Thurstons, living there from 1820 until their deaths (1868 for Asa and 1876 for Lucy: Piercy 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 water which they drink, which is found fresh and cool in caves and natural reservoirs (Thurston 1821:21). 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). 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 { 155 °59.000' W ( ■ 155 ° 58.400' W \\7. WG$8 155 °57.000' ; W - ,..•1-1 . \ -4-> ' .2? 'i'NaL''`' t8) ,. ''',..1, , ,,,1,,,, _.,., -,,k. .,...0%. ,,..„,.- . I [� I::4-) . . - :, -,.-„,,,,,,, O \. _A' i , , , \ ''''''''. ' '"'.''' ' '' r" ' 'MIS . 1111 .170 - \ ' \ -,- •••=. '. 'It.,* , . . M ,.... ,,,, _ , ..., , \ N, I ID, .',.•,. .� `4, t }(• •+- t -�,r . mow, r T ', � t I, . 71 ' . 41 Y '� [ �"5 �' .t r �' ..' ' ''- ' 7 :' 7 '`; 7 ` - ','- s . s, S ‘,,,,\I„ ,z is S ' G ' ate'" ` s ..r" .�.5� [ •; ' b �s £� 4 .' " . `y t1 18-:Y:.';'" ;i r . 11 ti� t'! �E ".".,42."''''1%1:4'..N. v�t *2ra; �¢:r F y p rA.`.�+,." xeh ° - l [ x s , erg n .,,. y 3 s tr 3 F { , �'a psi � t - � � ^ A �' I,� ' 4. �'�° � 5 . � 3 ;4 �ii } i.''^.•;q ., 7 y m L n a e { ° " + � :r — 1 ._ �'" P U r i R ' ; n . '': 4 ay, M' {. -.a y ; ; � n � r�k r �. � :� � ., � AA :: v: i r . aF .+ � {.. ` n ! .`,z, 4 .fi . 7 t. It 1 t s y �vt h . uf a4'' n � ',';','-:':,,,,,•,' e' m,,t 5,,;x PROJECT � . < a i 4 �, � . o nS Y` � ,, a .��r 1 11 s �04 " '''41., 1 p '� i m c ti'-',:,-, P t tx} �� 4p � �,� .''� _.. � �� �` .. ? � '" .: ie1 tT � 7+ �' e' .' $ � T U1 -,4 $ 5 X 1 % + fF y - t • •2 i se kk k $ .-� z , � ' \ 4 [ 44,1&\ 1 � "y4 1 e, � ,� ti i X 11 • rpt,":1, .-8:":78"48-2L.1 :?..Lti',,Tikw,111 . _,,_ — — PROJECT 4REA ■ {f!,13`/'',..4A.. u a �. `...- w>x u , f ! ri« ' L 'ry i , � �' s fir o _ �e ,.Se ' • '4 4" I - 4 . , �j 0 440, I. 4 1 I o i S [..4:-- 1 . + " �c ° L`. � 'c5 v f'4 R 3 } ' t7.;': l PPP M '~ ) , ? 'v N s. ` � .7 a,F3 r . 7 a : > S v , ' . ; ', '�! t Yg!` _.4,-,: .+L i s t , a a ' "`yr:,4 :4♦ a _ � y ' t ° G ,"p,.,a�. ' 3f , -, it r ^ ' t r � i on t �/f9 Yi�� tb4 t+3$fi amtc�t>�ceaR' 155 °59.000 W n 155 °S8 000 ' 1 W WGSB4 155 °57.000' W 0 ®000 my 0 500 1 040 M T00S Figure 1: USGS Quadrangle M Showing Project Area. I 2 l f , „A-7 1 oil- - . Y �* :1 i '� :a m f u q r t m 1 ' ) ” f / w } f � j + 1 b s o 3 1 „ z 1 n .- �S h� 1 I if Z r 0 44- . -Q•-- , ,;A ti zi; t . 2 ? ® („....t.,,,....,. 3 0 j i :.,,,::,e,:ii t ax a ` ; ' P i r' • � i h ;gip f i ( } a : C y 0 3t :v z 1 ti ' p c t 0 v 4 0 I I i n'' Z v . : i If .!. PL'',-• i .'-•-• A L / 1110 ” -. *1 t 1 L ..,,,,,„ * a I Si i U g +; - .z � - „,,, ,..........___,,, - F 4th 1: e / iii N i L",1 K on° ! 1 4 °� � pia , it o ..• i s ` ” JJf U e 1 , t , ,, , y n } .� Projec Ar - i r. VI . Z fi , 1 ' ( /ti : ,, r' i i ( r • J t t) c k. i i o I ` 3 N. f ;4 r ... / k } 4 \ k. a I 41. l ` _ ci ` r 4 ` ...---A \ , } l a • • v T I i •4' 2 J} 1 , 1 , .. { r r • y ' • 3 , i ij 1 A -f 1 \ ; 1/4 j? t o /` o I �( � v1 t vC 4. i i Figure 2: Tax Map Key [TMK] Showing Project Area. i 3 1 / ' 1 ••• ... ' . -. ' 0 ••( Cr 1441. ' 11•5 . , ....' 1 . ... , / ......".. p., .., ____ .. ,,i - t-Z r .,-- - ., ....,,.. .. Ir k ... S .4 „, ,- .., ,,f.,- : ,-- ... „--- 1- 1.../ _1":,---- -----. I - • , , ....... ..."..... . e tfry LA / -. k ,••■ ' 1 , ,-'' i'. ...--`'' v•vrii . n . JA 4 1 -- ' y' - il :---- 0 4 /°I . . — -."--461 f•oi 1 .....a ,... ...„,..4 9r.' .• 4 1 ,/.' P1/4,.---- /, ------- J 1° , ... ha° lc --•'* 1 40 • ..- -,"': g. • ---- .0 1 ;1 c ' t4 - - cr- ." ,,, * • vt A •• , -14,;...-- , - 50 ..:-;---- _..." L., - • ....-- is. .. , ..... L. i•N .. 1 ;., i • ., ,, . 1. ,..... pi ft,,-- 14 ... -‹ .. 1', 1.. ' . .14 . • . 1 a4 t ' VP it • ..1- . :.:.; J. .• ...., „,s .......• . VI " . -1 H 1.4 ...•. I- rt • ...:•'•. .. : • , - 9e 5 1., - 7.- "44 , • ‘ ...' . • - r- , - ma.' , , _ ,. , _, 4 ric-- 4,, 1 7 --* ...----- Iry -) .-:::,,,,,. .....::, - ,,,,..."---- ....--• --,--- , • - ..,- 4 • eir,..t J„,...:./ .z, 1 • ,. ,, ,,i _ . . ... cA ... • • , . • • ...,, v- ...... -...-- . 6 r - ...... . 't, ' 4.• • Xtrarn aXr ; • . I itt , t , E .., . ,.....,.„... . t ow -- . ..°7"; .......„.. . t err t 1 . , 14. . -. .,.. 4 - - AT uharic ene -10 '.0" -: . 1 ;1, i ' - - • • ,--.0- ; 1- ; • 1 ,-* - 0 . .:- . puAA Ei------ A ,,..••,..,,,-.,, 074,11410r . Ar - - '.....,.--..=7,..- ii • . -- - • ." .. - ■t . '. iro • .. .„- -....--`-' -1,„, . .. . 1 „ 4.4tahotit . tm , ./—• 4 A ..---,--., .._ 'lZ.. - .. ., v;,—.. . . : . . . . Wilt 4A I i S • * - . i■ko ......-•-“,---- , • ` ,I, PahOeh011•- _ replia#67 -.----- v4i, rl f. e illi. cir stit a 3 t . 1 ... .: . I - - • ' 'er'C ' •-'-'-'"'' &floe- - 1 .... .. ,. 1/4 ,0.-110,kwitivas rce ,, ... . lk• -- -••• K ' • • ...-- -04q,4iV.1.4..:4 1 % - Q.14,;‘,.. I . ' ' '• Off . ar iny kit P t ,e. . ,i,‘'W , itfejAhrfo IV fi r. r ''',. ...a.^ .. , y i /try 1 N:, -1 , , A:r . . , ' t . ../te . • • . '`. ii,ek• 4 ' ,11P . ::5 '. 4 ` • or...epaz -.7tvpoile. :‘ - ----" -*-4.)0–;..`s* • t gji 7,.,....t?1,1-.11: ... .. _ :....,,,-.7.- ,--- • 1,„ - :,;.: ,* -, T * "' ' '11: • It I . If 1ProJect.Araw ' - i< - - - 14theitZr asty iii. 4. ,. • P ... • ° ' . :' . • : 4 ,... • 14;1111..6. i r • • • • It) •- _ - ,imiti s1,0;h P o 02 ' - - - ;.......,...--*#‘'.' . - ,.e 5 id,-t .., 1 -,. it . -/ A r 2.141 • P L • - a A . -. k, _ • ...;•11 p • .1 t- _ - , • r A , . , • . , ., , ... •• C A- '''''• • • LoA -1 ',. • • , • Arrouhate PA f 4 0 1.,, to.dii , , I .,, N...o.'. . 0 . .., • -too r"*. - , ,-.., • Figure 3: J.S. Emerson and S.M. Kanakanui (Reg. Map No. 1676) 4 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 kiawe Fabaceae Prosopis paliida common klu Fabaceae Acacia famesiana common lantana Verbenaceae Lantana camara common Monkey pod tree Fabaceae Samanea saman common opiuma Fabaceae Pithecellobium common 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). 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. The Kona Field System During his travels in the region in 1823 William Ellis noted that the area above and south of Kailua was quite a garden compared with that through which they had passed on first leaving 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 luxuriantly in every direction [Handy 1940:114 and 162]. 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 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 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 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 the National Register of Historic Places (NRHP). 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). 5 1 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 I 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; Hammatt 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 shoreline zone, extending inland approximately 200 meters, was used primarily for permanent habitation and other non - agricultural activities, such as canoe storage, ceremonial and burial practices, recreation, and fishing - related activity. - ;::--7-':7-=:'---7 - �.r,_. -- - -- — _ - _ . _- __ _ '. _ _. — ... - c.-. .. ,.z....- - 4. 3 --_ _ _ .7 .r,. -.} :A.'`,.....: �-- — - .-j PROJECT AREA "; ; : : ; :; . :.. . JUSTTOTHE •- - •;• • :i. •`•• RIGHT OF THIS FIGURE W L,• � ~I r r r : -... e P , 4 ra g . 'a•-,-,,-,,,,,..- Y ' ' ^ .40i. 7r ' t . `c ,t ' - X55 :7L' "" r `i ` _� w ,^, —, v 's R ' .a,, -"Ii;"lt,p +` +..�. A F y �: r - ' t, �L.' ^ ; �, t( d ma . y _ i"' .4 d "h • d ay. ::-' 7 ,-;;;;`.4 'rte °• ` _. t , .. - ..0. ,,, :.....:;4.:::,,.--;%.1.i.: . %, , . , - �`: '%e.r `.,f ita AEa +. 51, 4- '—'; „-,^R• -'' wr � -j �r1 0:7,_<0..:14,,'-',',,',:'-",. * 1n' .� t :"i St' .w. h A `p.. • rL%r 4 1.1 w -- --- � .. r p �� G[TM .s 1 " Y :0 , /�• q i /n { t ' C d.rj r F •.e i f r t � ,tt5'' r 5.f. rdO, • b /I A 4 ,,,w .ii3i r .5 t �' �,„ r h o .:. 7V , 1r{ A i n� ■ .; t � I- � 1 � x ,„ r p � a• ? ! A �J"�,• v Y .�t J /' U!lQ�U r L Gt l' 1 1 � '�- � ty .^ J:... 1 1 �4i .. w a. ' c w A r1/ ", Y � ` I i • i r . f, — �Z J .�' S• S - ' 3 r .a . �t .,7 rt k � i E, F .�'trr p 1 4 y G • j? ✓ J rq ; s ( - Y J � _ s� " In 5 ��' itr,�, .ice y tf rj i .. i c.. ∎, j m .. . g j .4-44.:, t /, ..X7. y ` ' , - J.u r r : � r , " ., l i ,"ih' B1 'r x } • f � '7i � „ • . . '4 , n - .. s ° • / a L. ,i • . g q � �' , ' �+ 5,� � w ' - z I ,. T , • . -ma r , ' :ti '. • /, r tS Y y • l' , t 6.a � ° � r '"YY``A�p+ I�j+ ..i ' t . -- ',":446.V41.,,, ar " FF F �. '7 :if w Z I Ox. ; -. �y, y t ,-t" •.(! � 5 u - ri + ,)7� f I � ,!` F �a '�" ks a •A Fr'';;;.i.-;=-,..:',:-,..' a i •i ':,.1'`..-......"."-^ ! s a _ ra 1 Fk of , i. J i R ! � ` F re a 1 k' i * 1 a - Y ♦ its rt - " F F fi �;Pte)i"^ 145'!: & 6Ah ro ' F ♦ ^ r � Iy t I ,�'� M � k t+t �e' � f I s x � � � 1 sY � r � � t tt) �(%'�� � � 1 v Ms4 _ � � M k� r JA: r �e A t ► it ,1; Y ,h- t �„� ',I A•atl f^. r' ;. l 't t_LI 1 C Y ' : � , ; . r ^ f , . d Y Y� ,.. ,:�...,,k ,+ 1 rk t, ,: � .. w �A = v set' a c i e t' , Y '.7fr • r " ' .x a esw .- 'JAW t'5 .4 ` 7 . y .cE > . �' a : ..+, /1,:::.'' "'rye .4. a r. 'z '- r• - ,�, „o' v , =, ` - - m .1 N '4 � .x.� , w° ixt, Th u rston t = =- •t.` 1 '' y- a t� aroma .,. 2 -.i. „:ilk -, r , .6w Vi "' 1ti1'' e;.., W-4,�a ice: 9 .7:11 7 .51V. y s x :i- �: X0._4. 4K { ,,. � � ; Homestead Ar . n . v A. b 3' TW cYC42?TIIi - TAQ'I& 1(7 BeO:lUn LU' , - } Fig 4: Kona Field System as Seen From Kailua by Miss Thurston in 1840 (Schilt 1984:9). 1 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 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 shoreline, and are more often in the near -shore kula (Cordy 1995; Han et al. 1986; Schilt 1984; Tainter 1973; Tomonari- Tuggle 1993). 6 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 (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 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 pemnanent habitation in the `apa `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 uppermost zone precludes any clear assessment of the archaeological expression for the `ama `u. Small, temporary habitations in support of short- term resource extraction and agricultural maintenance can be expected (Allen 1984; Burgett and Rosendahl 1991). The outline of the Kona Field System above provides a rough sketch of the distribution of the archaeological manifestations of the cultural construct. In general, the zones can be thought 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. 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 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). Formal walled fields can also be present further downslope and upslope than expected in the idealized model (Allen 1984; Barrera 1990; Hammatt et al. 1994; Walker and Rosendahl 1988). 7 The large and densely populated royal centers were situated at several locations along the 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 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. 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 formal 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. 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 one, as reflected in the various suggestions for a cultural chronology of the system ( Burtchard 1995; Cordy 1995; Haun et al. 1999; Kirch 1985; Hommon 1986; Schilt 1984). The chronology and terminology 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, 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 occupation. There is also little indication that during the subsequent period, Early Expansion (AD 600 to 1100), much activity was taking place in Kona (Burtchard 1995: Table 3 -3). Through the first half of the Early Expansion Period, permanent habitation was still concentrated on the windward } side. It is likely that windward residents traveled to the leeward Kona coast to fish and collect other resources (Cordy 1995). By the latter half of the Early Expansion Period, permanent habitation was beginning in Kona (Cordy 1981, 1995; Schilt 1984). Habitation was concentrated along the shoreline and lowland slopes, and informal fields were probably situated in the kula and higher elevations where there was higher rainfall. 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 formal walled fields sometime during the initial stages of the Intensification Period (AD 1400 to 1600) marks the initiation of the Kona Field System (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 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; 8 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. 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, resulting in social stress between neighboring groups. Hostility between groups is reflected 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, 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 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 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 elevations. These can be isolated structures or interments within stone platforms (O'Hare and Wolforth 1997). 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 were used and planted with alien cultigens (coffee, cotton, sugar, and sisal) and ultimately used as pastures for cattle. 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 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 company failed in 1903, and was bought out by a Japanese company that continued the sugar cultivation and processing until 1926. 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 flumes. 9 • 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). Formal 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 . T : , Il it . I N ' e 1 kA N II NORTHER _ 3 . -• . i ...)11: TERMINUS afif \ , 9 ' + VA:1i � � � , � RAILROAD SUGAR LINE ! t i iittil ,_ 4,4zilk ( r ,,,, ,,. - - Ok.,-,,„. ii i it .„fier li I, 14 ); l ,_,' ,,III A , ..." : . 6:7-1.4.--r iyfi, -- k # r ,:■ , q,. ,. ■.4 ^ ri Ili* II° \ \ 1 1 \ 16 . M r i II\ ) ) ... i, V \ VI t . i \'' ' AV t-''' , litlii,.: ‘ • '-; 1 !A•.... 1 g I i.. ..:', A 1 ,40.* wit 1 al ,, ,,tit t :� 1 - * I, \ ;, it 1 1 q rill. ite v PROJECT AREA 1 1 ;� \'` \� 1. . ALMS 4 stn 11011116VM IL IA. `. fir 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 upland fields, bounded only by low earth and stone walls, were in full cultivation in the 1850s [Kelly 1983:76]. 10 1 I 1 1 Ranchers leased land below the railroad to graze cattle that they owned (Kelly 1983:111). Higher walls were built in the 1920s and 1930s to control animals. According to Joe Gomes, a i longtime rancher in the area, r Walls about 3 ft high can keep donkeys penned. The usual wall is about 4'A ft high and 1 keeps cattle in. For goats you need a wall 6 to 8 ft high. For wild pigs you need a 6 to 8 1 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]. 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 Queen Emma. Royal claimants did not routinely describe their properties in depth, so there are ' 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 native Hawaiian cultigens (Maly 1996; Kelly 1983); sweet potatoes were grown in the kula zone, and other crops were raised in the 'dma `uma `u zone at higher and wetter elevations. Archaeological Investigations in Kahului ' The archaeological investigations that have been conducted within and around Kahului j have generated data that support the broad patterns of the Kona Field System discussed above (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 I Fig 6 1 Reinecke (1930) Reconnaissance Both Platforms and terraces 0 t Soehren (1978) 1 Reconnaissance Puapua`a 19 sites: habitation and agriculture 0 Hammatt (1980) 2 Reconnaissance Puapua'a Kauakaiakaola Heiau ? 1 Schilt (1984) 3 Inventory Both Kona Field System 0 ! 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 I Landrum et al. (1990) 6 Inventory Puapua'a 46 sites: Kona Field System, 16 heiau Stokes (1991) 7 Reconniassance Both Kauakaiakaola Heiau 0 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 1 Rechtman and Dougherty (2000) 11 Inventory Kahului 4 habitation sites 0 Haun and Henry (2001) 12 Data Recovery Puapua'a C -shape 0 i Colin and Hammatt (2003) 13 Data Recovery Puapua'a Kauakaiakaola Heiau vicinity 0 Corbin (2003a) 14 Inventory Puapua'a 1 habitation site 0 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 1 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) 1 Haun and Henry (2005) 21 Inventory Puapua'a 3 terraces and 1 wall 0 Johnson and Wolforth (2006) 22 Inventory Kahului Walls 0 I 1 11 I 1 I '.�y�Y .,. fit T s �..+�^� f w ,fi ✓„ Wit �.�, ^ W �..�r�' t o. ) fi r. - l a / , �` .. ; # .+ • _ ter , _ . i � „* "w ^ w , " '�� J t a P 4 4 1 1 € , C� # 1 �' , § f d� a . CI WI �y , a! N 4` 1 y ■ , �p�6 i 2 we, - }.. � rt e a v ,:,,', • a. t / 0 F '. o f �, #YC P` �' , A.* - `.+6` f . Cl $.> , s . '� * - .'`r "f- ,poi"' �^°� , .: _ ' F t , �. F , ; ,, 4 . ... a" Y �" . -. 1 '• , • ' •••w � {; [f'j `'�€' ~ Vl • 1 - .. - , . "A 14° '5 .!tc:T= ... VI - 7,..... yt...›.„,,,.....,,,a T t . ..,,„,.._..., 0. ., . a. ..* ., . 3, -:-: v i'- *", '` --'' * \'*- ', 1* - 41,,) , - - ...,--.* & ' '' w ‘1 4, * ,.. 4 '. A .., ... '''."'-'4* '''' Y".' ..'-' I , :0 , •*-; , . - ' ‘i `: , : • c> S d�bft *0454 ` • ` * �-- a l ie '� �T 'gS°'u �«,'- ^r"�`�"x't' -. a��-` , , f.. 3k r' `r x,+" ";r.: , l 1 The previous archaeological studies in the region support the general model of settlement distribution and chronology outlined above. Permanent habitation features are concentrated 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 within this project area include Kona Field System rock mounds, and temporary habitations associated with field tending. The presence of a heiau 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 weeks in early 2006. A pedestrian survey of the entire project area was conducted. Sites and features were cleared and plotted by GPS UTM 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 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 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 were drawn in on maps with symbols indicating that they continued, but could not be pursued. Some sites were selected for test excavation to determine several site characteristics 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 Stratigraphic Trench (ST), and Shovel Probes (SP). 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 vertical control would contribute to this data. Shovel probes (SP) are excavated units that are often 0.2 x 0.2 meter square used to 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 meters) conducted to remove a large percentage of a feature to examine whether human iwi were present. 13 Excavated matrices were screened through both quarter inch and eighth -inch mesh. Cultural material was recorded by type on standard SCS excavation forms and collected. Soil colors were recorded using Munsell color charts, soil composition was recorded with the aid of the U.S. Department of Agriculture Soil Survey Manual on standard soil stratigraphy forms, and 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 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 is provided_in AppendixD. The iwi were not moved during this stuff, and are currently resting in the places where they were observed inside the cave. ARCHAEOLOGICAL INVENTORY SURVEY RESULTS 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 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 location figure (see Figure 7). STATE SITE # 26593 (TS -1): Roadside wall FORM Rock wall of stacked boulders FUNCTION: Cattle barrier AGE: 1980s DIMENSIONS: Length: 314 m; average width: 0.63 m; average height: 1.18 m CONDITION: Good • SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site# 26593 is a wall that forms 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 l 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, l and the pasture mauka of the highway (the project area) was reconfigured for the new highway (Figure 9). 14 l .. Table 3: Inventory of Sites in Project Area. State UTM UTM Form L x W x H Age Function Site # East North (to nearest meter) TS# 26593 1 0188240 2172640 Rock wall 314 x 1 x 1 1980 Cattle barrier 26594 2 0188480 2172580 Rock wall 410 x l x 1 Ranch Cattle barrier 26595 3 0188284 2172551 Low rock mound 6 x 4 x 1 Pre - Contact agricultural 26596 4 0188284 2172566 Low rock mound 10 x 5 x 1 Pre - Contact agricultural 26597 5 0188281 2172585 Two rock mounds 12 x 7 x 1 Pre - Contact agricultural 26598 6 0188221 2172659 Terrace 11 x 1 x 1 Pre - Contact agricultural , 7 VOID 26599 8 0188305 2172541 Low rock mound 10 x 8 x 1 Pre - Contact Agricultural 26600 9 0188363 2172597 Low rock mound 7 x 6 x 1 Pre - Contact Agricultural 26601 10 0188267 2172768 Low rock mound 9 x8 x 1 Pre - Contact Agricultural with alignment 26602 0188288 2172807 Cave 80 x 8 x 3 Pre - Contact Burial and 11 temporary habitation ' 12 VOID 13 VOID 14 VOID 26603 15 0188400 2172840 Rock wall 474 x 1 x 1 Ranch Cattle barrier 26604 16 0188383 2172824 Rock wall 14 x 1 x 1 Ranch Cattle barrier 26605 17 0188414 2172722 Faced rock mound 7 x 6 x 1 Pre - Contact Agricultural 26606 18 0188496 2172626 Platform Fe. 1: 9 x 7 x 1 Pre - Contact Agricultural Fe.2:3x2x1 26607 19 0188474 2172704 Faced rock mound 4 x 2 x 1 Pre- Contact Agricultural 26608 0188453 2172672 Complex (rock 100 x 60 Pre - Contact Agricultural 20 mounds & Modified , outcrops) 21 VOID 22 VOID 23 VOID 24 VOID 26609 25 0188444 2172780 Faced rock mound 3 x 2 x 1 Pre - Contact Agricultural 26610 26 0188489 2172678 Faced rock mound 4 x3 x 1 Pre - Contact Agricultural 26611 27 0188501 2172680 Kuaiwi 14 x 8 x 1 Pre - Contact Agricultural 26612 28 0188528 2172650 Enclosure 12 x 11 x 1 Pre - Contact Habitation 29 VOID 26613 30 0188483 2172782 Rock wall 6 x2 x 1 Pre - Contact Agriculture 31 VOID 26614 32 0188596 2172760 Terrace 9 x 1 x 1 Pre - Contact Agricultural 26615 33 0188531 2172820 Modified outcrops 18 x 9 x 2 Pre - Contact Agricultural 26616 34 0188648 2172705 Modified outcrop 4 x2 x 1 Pre - Contact Agricultural 26617 35 0188643 2172836 Modified outcrop 3 x 2 x 1 Pre - Contact Agricultural 26618 36 0188565 2172665 Platform 5 x 5 x 1 Pre - Contact Habitation 37 VOID 38 VOID 26619 39 0188640 2172735 Platform 2 x3 x2 Pre - Contact Agricultural 26620 Kupuna iwi 1.5 x 1.0 Pre - Contact Burial in t 40 cave 26621 Kupuna iwi 01.40 x 0.30 Pre - Contact Burial in 41 cave 26622 42 Kupuna iwi 0.40 x 0.40 Pre- Contact Burial in cave 15 i 1 KEY . -SITE TAG LOCATION , %Vila, VENCE 26616 .; 26619 -SITE 26608 PERIMETER 26617 '� 26614 ., • k • 26618 as d i k ■ 2661.5 S. I , , ? • 2661 x S -37 26611 I 26613 • 26610 • k ce • • 26646 � ;. • _ k,. 26607 ' E- k I ' � 2b649 M , r ~ ~ ___ 26608 V , cn { t <,61>',i, 1 +' ` CA i 2 6605 � , , . S 26602. F S -12 d 1 D 4 �� t ry �, r 4044\ , . " ; IN/ ' 1 26599 ,, ti • 26601 2697 26596 • . 26595 . • 26600 d. 26598 q .. . y 1 ! k X659 ` 4' t , ' - ,;a1. A T l CQRRAL Q 00 1�`. a op, k f• t ,• 0 20 40 60 m 1 1 Figure 7: Project Area Site Location Map. i l i 16 , l , "� � = firc . � ; ° -, M -� "Z : 1. —,-;:l. . "' r 'sus,. w - e •• - .4.„. -0 ` . " - ' 11--- - '''';'4‘ - :,..-- -4.rt,,,,,.;" Tr-#7,0*.T#T-- ,,74.',-INt'V''''''..:'-:-.; '..` " '# ''',.''' ,, ::0418.4 1 :,,, , .,,:,,...,,„,...., . ,,,, .,-w-i..4„,...11,tip: -_ ,...4,\-2,.., , y * . •; 114,9 kv , s , ' , IffittaYiiin, 44 1 ,, , , ,I,, , ,,ter„,„:„.:3 1 ..., we ,......14. „.a.t...,,...: AliAtiw', 4 r41,,,s:Ite, .+,41,,X4V 42930,,,V%`41...jr' ".:14,..* -..-#..- V A I N;:it.>„."-e.kr-.14 ` •t t- y.k ,_ ! v l .x k s { aNY "� r r s6 y , z ip a c ! . €"' ; ? ,' . . `'-'4'..'-fi.: r---.4:,,,,,-' 'i,.,-..1:,...iv,.:c;.",„......,,,..,,,i,..,- ,, ___. , i , „, �, r'� ��' L °i .,.s -'.e t 1'4 f Jf � •,, t� ti l t' " 'y r't�� t` ' t t + :41.. 4 yt. 1' s S t _. .r�' - ' y;':* F $ s � " ';'", . 'r � . A 1 l s E ''fi � „ s�,��� • , , s ta',.: , - , 2 , 40,,,. ` . �� +" �5 t i#1 � \ yr ^r ,. [e ` =? -, '4 " r i. `' 4`Y . >i, �- ��^�`, ,� b� 1,.„,„ ; t } 1 � �'�. , 3 ''° i p � /..P.6.1.' ' #Y ,t,. l''...,., r } t. r y w S.i. , r k 't' .. * '„d„ "4' .. 4 ! ,rY r 9 4 i. • ; i? rr ' - `__ .'ze.Aa .?. .... � S:r� „ ' * .. 1- a +, Figure 8: Project Area Overvi , ew Photograp V i ew to Sou theas t . .' "z v_ ,�•.^' +, 1 a d �s ry � ' y. . y Y i -.. �,{ ° ` w ce e? ,,, ' r • e � ' '': :" . "7,•-,-" . . x� w 'r c +, „ . `, :7:- ` „ i*'" Y y ' ' �' it a� X : ': '" 4: - •';'' y , j t , - r :'„,:,,o4,-, F ` 2 ` h .... N�Y "-,` q a� i . y, . �,rt,t r x f `' fi k �. n,4c� � { � s '. e •:. ; �l fi d � `� ` 6 4 ' f . ,''''' ''' 1.4,'''''.., '- ' it. ';' y : F '� e � „ a i '�' u fix ! t ... j `` f r1: . art,,,... 4.„..0.7-.4,... , f � Yf a N 41k $ a t - c r'i J.:,-,,... — -: 1 < _ ' ` S ' r !' y }b { .r .' ' d r�. 8 ) t� 71' ms s , .. # r k+ " - e ...".& _ ,. n , �.:,..,e, ®.. < 1 > <- ''R} ti r;7 rr ,: v Jj �% ' ,, �sa0" : t 7 � • � r p l '. sue',' 4 le � . ". ° � +o . ; •r te ,„ Yid �� F ri a , „ a<. e,2.' A .„ . ate' ,�� `'9 - : R't °er.._ :"gF' ?N*. � ! r mss~ ^ . " j � �'+° � � .� ~ `a.. r < 12,4=143F k ., `� ,,. S sue- k:":„,' r ~ �A`�;"'. t �., Y` h.t 7C � ,a'F�"n\" 4. w a t�� ' +1! . .R.�, � KY .w �� .,.r�vF' � ,-; Q* � - r+"'�`« 9 t`'r , y�'Ca .� T,. „ s�'1 r '� Tl +r �. `°`r.,cy�", "fe'�i,.. �* ,. ; ,. ,,..,�' '.z -'z,4.:',/-4);,-t,'- t n .7&. � , fi b 'S• q ^k�'. i ` F Tg ' "''' r3 f� e 4 7 5.� 1 '. ,,��,, _% ,� w , x"��,. `x• °'�a k' ..+,5,. s* ,� } fir. 3. N71� - +F f h'3a c-"X'ti•fi'�.i7 , ..x . -�", ?.',F f � St:�, , .L.... r?x ,t w7 Figure 9: Site 26593: Northeast (Interior) Face. View to Southwest. 17 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 DESCRIPTION: Site 26594 is a wall that forms the southeastern border of the project area and parcels 40 and 41 (see Figure 7). The wall forms a right angle with wall Site 26593 at the southern corner of the project 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). �� .i.•.. \s. a Jam '+ i F'4' ii f . � 3 - ;' • i� f R "'a % ! 1 n • • ., .. .. i �^.; t t r' .r �� rt K t '.k t i+ a Y., Y t r 1 - .�, �y��O .fit w — t tF �. ,� t . _ ,'4 • Fy r W -"^.� M 1 i a \ 1t�h � V t � y* �� � x`. G y -, } • t . + � a ..r k, .";` 'i a r a a "' j I 4 'S q �'7�' µ ? .3' r .F ,1 n s : +S 7 " 3 t u r 5 qe` R i"C * - . i 1. 1 gat' {, -.c 1 it 4 .. • j F •o-: '' t} '� L, / r �• S r_�„.. ✓ 1 : •�:_ � kT� a d1 $y�x~5 ot4.1A' 44' 4 q\ tea+ Figure 10: Site 26594: Overview of Interior Face. View to East. 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 down from the uplands into these lower elevations. This age estimation is based on historical developments discussed by a local rancher, historical documentation, morphology of the wall, and previous archaeological interpretation presented below. 18 l r --* `'e * ; ; ;. � � ��,. �°' "'." Y wa � n �y�� a :+ 1 �`_• i '�Z e'er — ��;,r I f � t � r .�, � w , j� r s fJ► F f r' i t ,fit t 1 y v, r }' ° . • a 410; t aF -, k • ^�arD t ift ` � t i1 � ; Y t }, d � r � y.��� � � 11.," I `�'i 7,t, ', Y � - Figure 11: Site 26594: North Face Wall Construction. View to South. "Formalized ranching on the coastal lands of Kahului did not occur until the 1920s (cf Henke 1929; Maly 1996). (C)attle and other herbivores had become 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 recorded in an oral history interview with Joe Gomes (excerpts in Maly 1998), the 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 to purchase the lands of Wai`aha and Kahului from the defunct Kona Sugar Company (the coastal zone lands were never used for formal sugar cultivation as they were too dry). "On Hawai`i, one of the natural resources that was extensively used by ranchers was the abundant lava rocks. Holding pens and gates, paddock walls, 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 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 existing sites (cf. Maly 1996)" (Maly 1998:A -16 In O'Hare and Wolforth 1998). Mr. Gomes also points out in this interview that during his early years on the ranch, the area below Ka'ahumanu Highway (he is referring to the road also known as the Kuakini Highway): "down here was all open range, you know... The cattle used to roam all through the roads" (Maly 1998:A -40). 19 Boundary Commission testimony for lands in this part of Kona mention springs, caves, and certain trees as marking boundaries. The only wall mentioned is the large Kuakini Wall. This supports the contention made by Mr. Gomes that there were few walls in the lower 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 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 1 trapezoidal cross - section. Previous archaeological recordation of Site 6334 states that the age of the Site 6334 is "probably" "Historic" (Haun et al. 1999:267). That document also records that it "consists of weathered slabs, cobbles and boulders (max. 0.56 m) stacked and faced seven to eight courses high. The wall is rectangular in cross section. In some sections, the wall appears to be core - filled while others do not" (Hann et al. 1999:267). Based on all of the 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. 1 STATE SITE # 26595 (TS -3): Low mound FORM Boulders piled on top of a natural bedrock outcrop FUNCTION: Agricultural clearing /planting mound AGE: Pre - Contact DIMENSIONS: Length: 6.00 m; Width: 3.65 m; Height: 0.50 m CONDITION: Poor 1 SURFACE ARTIFACTS: None J EXCAVATION: None 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 conform 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 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 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 20 1 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 AGE: Pre - Contact DIMENSIONS: Length: 9.50 m; Width: 4.50 m; Height: 0.75 m 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 FUNCTION: Agricultural AGE: Pre - Contact DIMENSIONS: Length: 11.90 m; Width: 6.65 m; Height: 1.06 m (maximum) CONDITION: Poor SURFACE ARTIFACTS: None • EXCAVATION: None DESCRIPTION: Site 26597 is comprised of two overlapping mounds. There is a depression in the northern mound. The makai side of the southern mound is faced. Overall, the 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 type are common and expected in this part of the settlement subsistence pattern. Depressions that were used for planting are associated with the drier climates of the island (cf Lyman 1906:161; Schilt 1984; Wolforth and Paikuli-Campbell 2005) (Figures 12 and 13). STATE SITE # 26598 (TS -6): Terrace FORM terrace, with soil retaining alignment } FUNCTION: Agricultural AGE: Pre - Contact DIMENSIONS: Length:10.70 m; Width: 1.00 m; Height: 0.4 m (avg.); 1.1 m (max) CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26598 curves to form a semi - circle. The loose boulder alignment takes advantage of a raised bedrock outcrop in its construction. There is soil in the interior of the semi - circle, with a 25 cm higher ground surface than that to the southeast (outside 21 1 l KEY i i= i� = BEDROCK 01 = BASALT ROCK [0] � �mi ..,....,....t. i t `�� =WALL FACING `` I [62] � , ' �` a I.• I VV I ta = POINTS DONSLOPE J J = , I a It �� , 11 , } . � 41111111111‘. od■11111111111•11111 =SITE TAG vJ � �:' ° / [41] 1 [ >! 1 1 30] • 1 r = TUMBLE " y e�r [44] � L w dew I • = HEIGHT OF ARCHITECTURE I [#] ABOVE SURROUNDING GROUND [O] - v ‘... , SURFACE (IN cm) + MOUND v '.1 � •`J r� � [81J P [0] 0 1 2 3 m ` 37] x r� II rrrrrrrr ` , ta ,& • u0 � � • I� „� � .vo' fivatr MOUND ,� �✓ MN , 1 j [67] [10 r�►�� v v 4 [0] • ..•�� i� ; \ • 0 - ii = I E. 0 E C Figure 12: Site 26597 Planview. 22 1 r �x�v w,, '','' °' :. }ems F ems" z fit A ', T >, Y -* e'�s ",k t # S R ./ f \ � s 't , -?y ,. r. F ik.�� t "`, f 4 F . .' 4 s ^` de ' r � 444°' ` ' ;u+ , ' '' „•. s '� z_ .. t.;, , _ j y 1:1_41,.P- � 4--es. k - ` + 2° " '1:4'X'4.`,1 s ."S .,, A'"' ;t5 '- ° Awl' 4 . 'r ? Y* � � r p.,ra ni { ' S ; ;,_ 4 ,r . � � �. �'�"; , �-,- � < � � � 0 t � '' � t."�F'"�' E +, �i F n s, ¢• s Gam }4 r Wt, - 44 ; + r6tn 'a r v �. ,.4 � .. r r ,G+ ' ' ;� ,, , i q � '' 1 ,t 1i k,TM �; d. � S1;' 4 } y . p {=. p , �;"k ',f4 � i •- v Y ✓ � Y r k) '' ris "- 1 5�` ��I xr"�" y -:,,,Iv/':', - 1 .Xr X F'4 / I,r: 4 f - F L-' l gy Y '" r -` .... r `,1040-:.'41. p 4 g % t r ,,f A. ✓ j� r 1 k n > .,. g t ; - d o �f n �Y " k' _ 1. 51v w;1 ^� 1 ' i ery� !f� � J 7 � t �. }� \ r ��1z4lrs i / .,:s. % r: � � ; ' .�r R't, r f r �} i ` . 7 K w �a ✓ " tea ' » ,.%_. u . 4 t d r \ r � 1�µ l 31 � i s T` • .r , { 4. , ...- 4 „,- " , .,� '' +4+'. '-tC. -d u gi p: ! ; 4'r 7, , - `'y U' , " -- '2.15 � S tyr s Ar . \ : ',l.;nc� P�� �- _ + z , '�i � e; . ::+. . l�• \ � . Ott: � Figure 13: §;;;:2 6597: S o u thwest Side of Enclosure. V to Northea ' of the semi - circle). Agricultural features of this type are common and expected in th part of the settlement subsistence pattern. Low terraces with soil above the stone terraced edge is occur frequently in the Kona Field System (Schilt 1984). STATE SITE # 26599 (TS -8): Low mound FORM B oulders piled on top of a natural bedrock outcrop 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.) CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None 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: Length: 7.05 m; Width: 6.25 m; Height: 0.81 m (max.) CONDITION: Poor SURFACE ARTIFACTS: None i EXCAVATION: None , 23 1 I DESCRIPTION: Site 26600 is a circular mound of piled, rather than stacked, boulders that rest on top of a bedrock outcrop. 1 STATE SITE# 26601 e TS -10 : C-shape ) P 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 ,. I 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). (52� !� 15 ��. !, l . • ,! . �� Il • a 11 I b go ii 1 01 11611 A ti PAHOEHOE a 8 OUTCROP F. — ti NI + �i KEY G ila it = H = OUTCROP * 1 01 = BASALT ROCK * * 1 1 = DITCI-I/SMALL SLOPE MN [ #] = HEIGHT ON cin) /I 0 I 2 3m * = SITE TAG Figure 14: Site 26601 Planview. 24 STATE SITE# 26602 (TS -11): Cave with burials FORM FUNCTION: Lava tube cave Temporary occupat and burial AGE: Pre - Contact DIMENSIONS: Approximately varies from less 350 m long; Width varies from 2.00 to 6.00 m; 30 cm to 4.50 m. CONDITION: Height Good SURFAC ARTIFACTS: Marine shell, mammal bones GPS: UT 05 Q 018 8378; 2172662 () EXCAVATION: None DESCRIPTION: Site 26602 is a subterranean cave and entrance the attached sink on the groun surface (see Figure 7). The sink, entrance to the cave, and the internal area proximal to the opening have been mo d i fied to a large extent (Figure 15 These modifications are similar to other caves that a re known to have been modified during Pre - Contact times. Consequently, it is likely that these modifications are also prior to the Contact Period. t ti 5 `r �r I',��a i Z ��Sr } ? w ,� 4 At t ■ .�r+� r a, �`„ a A' �! 1 r ��, e �y � ' r Ir �`a� ���+ {c �a y S /'� � , . ' ; r � 'e -' 'i '.l(M�{ ' , 1''Cr w4an "% �C`awt c ZA ?.y j�ylr E � ¢ � V t w / Y t S�y 9t�` GE C y � � . �'i6� as... +. ,r -'%;', . ,�, .7, d ✓,, ,. �t�t..^ ..+ `..Cib'a ' 1 �` {:3' �'Ib;�` ' - t i s- 4 0 ` ` , ... /;„., iu•' - ,�. s " ru * / .s i q 1. .,� � � Y' �1 A 4 � �; n„ �. ,,,,, , ,,, km,„?„,. � s i� +" : r ,/+f �� s �'�a �t'`s . 1.. , :c r �i' '�� , a� i 1 + p� } cy v ,: 9. cam. z7 r\ ,., r ..,, �� IN I -, , - K� .., .f , 1 `, r� > � s, im Figure 15: Site 26602: Overv o f Cave Entrance. V to Southwes Sink The sink area is approximately 14 meters in diameter (Figure 16). The center of the sink has been modified with pav ing using stones that are from 4 to 40 em 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, steppe 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 I _ t l fi t= I I= ii � } \, ..• �•'[•{' - (80) t �� • \\ ./ . •; UG •,,, II ti `� (60) 1 / A , ,.• i d // SOIL 4 • • • a 4 Q • -.14 A ,', : i • r ,� i • . 1 AP 1 ....., �. G am • i s n 0 o O 0•00°. • ' • w • � 40... All SOIL II . • (3S) 0 �� i t � �� •Vii/ • • .0 it 0 LI it P.,..0.4011.1.,,,t*Pli : .0 0 • o • 4.11 �''!.` , :fi . rr - 40 a 9.: , : A I ` dp' • • i ., 4•�'.►* ! , ' If • � Q .. i • Q ► 0, it (,J �� r 0 or. I Z 6, - qp 0 • ... , Alb & G A di ' + 0 4 4ip iI 4? CI e tail) ► �. , "., o 0 ••• o i P4 '0 ‘ ` '..t � fIll ., .fir„ • .. ; . ` � ( ) SOIL ; II= �'�'i w:� . o n jot0 X 74 IV IN �� • -- I o 1 2 3 I I - .- �� �. XX EMI= ■INI METERS -.4--mN - - ` 12 °r KEY Q - BASALT ROCK O -DATUM (TREE USED INSIDE - DEPRESSION & OUTSIDE CAVE MAP) MEM IA - BASALT OUTCROP P -IYALL FACING II -CM HEIGHT ABOVE SURFACE el VA -HOLE TO UNDERGROUND . -SMALL ROCKS El -SLOPE PASSAGE TO CAVE ! -*• Figure 16: Site 26602: Planview of Sink. 26 Burial • Site 26620 (20 Paving �, *` SITE 26602 CAVE a (30 y (20) 50 meters Ma (1 00 • Terrace North 4.__- Paving (20) r ' " ' errace (300) ' — Isolated iwi at Burial Site 26621 Crawl areas (45) Charred material concentration (200) Burial Site 26621 Crawl area (60) (270) (25) (60) Burial (160) Site 26622 (25) M arine (450) m (4` 0) shell ,.r (45) d (100) Ahu (160) (200) (60) (15) (2 (15) (15) Figure 17: Site 26602: Planview of Cave. 27 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- formed 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 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. A single 0.4 gram 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 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 forms right angles with Site 26593 wall at its makai end and a wire fence line at its mauka end —both marking corners of the project area. There is a 20 meter long at its midpoint where a modern dirt road enters the project area. The wall averages seven courses high (Figure 18). 29 '"''.3.Z.,-,..., .a,4 ,. Y 5- 7' " ° i.r - . - - .R L �� ice- O' . - C FFF -r1- ,' i _- '4°+i� 44 . 4 . F r fir. 4 'iK<..~•L ,. , • � -T' r . v`+! �" ,, ! O ti r 6 --- fi - s i i 47 , -' i . ,-'{' { �. ` 4 � ...1. . k � ". j ' yr rt YR j Ey ��+ } * q � i ' it ) r f � "` w� X�Y � ,.,C r 0.1 . • .. 4 � 1 t o ��+ r "-- - r � . s . ,,, i• J 1 r / -: r } '� } R c # W E {' ,. A. i� Via /' •T.#� .� .i * - t � ' `. r.: : c � A t. b I 1 _ ' r 1 , ' � - 9 fj, 1, "i' ' : � v r �f 1- t ' iti -` ' , T + e 2:0 -'4 Figure 1 8: Si 26 Ov e r vi e w of Wall Sur V to E ast. STATE SITE 26604 (TS -16): Wall FORM Rock wall of stacked boulders, short segment FUNCTION: Cattle barrier AGE: 1920s DIMENSIONS: Length: 14 m; average width: 0.68 m; average height: 0.89 m CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26604 is a stacked - boulder and slab wall that runs mauka- makai 30 meters south of the Site 26603 wall. The wall averages seven courses high. Site 26604 is situated at the mauka extent of bulldozer activity within the project area. There are bulldozer scars on the bedrock around this wall. Based on this situation, it appears that wall Site 26604 represents a portion of some larger, or more extensive wall in this location. There may have been a walled corral or other kind of enclosure here (Figure 19). 30 * ' - .. r ,' k> ' 'x3` a . ;4 i s -1 `¢ " 7,7=`!„' ` � . y yr ' ' - C � . , ..-:" y '' ` r - - - - s y �i ' e ad^` - e.12,. r �� , 4 ; .ter z t y 'F r. . , 'CJ+ 1 '-.z-4-17/,;'-',!::7--, y e i . 3 4 t r fie l d 3t k , ' � st:�5.; 8 *. ,A t, `, - w y ' a k •st1 i e' .• ' + }kt � n , ri o - ' \ ,- I -e.- \ :41-6,:1- y n 0 .'js , ', r w , 3� +t`"` sC� ,r'S. , ,1 -S° � � a s � FEC'� �A. .. t � F 4 P � �^� �� j� v a�§ 1 11'r a � 7,� - � "+ ' 'S s ; ' a y- .a >et : e �+ C+ 7 g. Vi tr'"t a e ° " y *' ' ,I. ,1 ,J n r z� Y SS' n i f ` , 1 a }`� j y rzfi s� * ii ter �� ;a �,,, . °. i'17' p �x p /f A; t " 4:•:,..1 .Z .�o Y �; � r', ` ] i f �,. r } s f 1 � f ! a , � s t' �, {r " ''-?et 1 1 � . .: d x c k s ` r ? =.t ', =1 1 ' -f---,A," f ,� ,E . , n . 0:3- .. .+6 � Si' a - - 4. -,: •ma'y ",` '="- '.{ 4.: /n ' ` x '" ., g v ;�qy C�.,ti:4. `. � ' � v \---- ty,�� � z 1 � - � � -1.., �, . +�.,£L .-E >�"� �6"°�'tfr T • ! y to �,. S ma� ,r •r3' ! s ' $ - c' C = v", b77 „ ! S -, `O /# ., i '. ,Srw .1"...--* ; .I �, l 154'; .. '''� 'f 1 , Cr— F36 ,,e� .rv + .a Jr 4. A p er, :r•,i ? , h A ' .. i `)SaT �.. ... i " .r 4t1 a....'rc v'�,, .4iv. a • 1 Figure 19: Site 26604: Overview to Northwest. • STATE SITE 26605 (TS -17): Faced Rock Clearing Mound • - FORM Rock Mound FUNCTION: Agricultural AGE: Likely Historic -era, or possibly Pre - Contact DIMENSIONS: Length: 6.50 m; Width: 6.00 m; Height: 1.05 m (maximum) CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26605 is a faced rock mound on a bedrock outcrop in the mauka slope of the project area (Figure 20). Site 26605 marks the position of a topography change within the project area, shifting from more level makai terrain to a steeper mauka slope. Site 26605 is well faced on its north and west side, yet is seventy percent tumbled around its perimeter at other locations. The interior of the feature is depressed by natural erosion. This feature is similar to Sites 26607 and 26610. Although no tests were conducted at Site 26605, excavations were conducted at both Site 26607 and Site 26610. All four sites are typical of Historic -era rock clearing mounds. Initial field interpretation for these sites was as a !, possible burial, so excavations were conducted in Sites 26607 and 26610 that removed a large percentage of those features. No kupuna iwi were encountered. In addition, no other material remains were encountered. 31 \ A, a . y j @ Y° ;,„,„%,', 7 f Y ,2 . y l "Y k � .-.. xa r f 's* 4 r•' h vn �'+ ta e a. 1 ;. x '* ,x ..r. 4,, y "r 3,.54 4 zxa -, ss rom-4,A-.- 'a'..3 ,, ° `� ��'',° 1 > , r '?$ t s ° � v `i, - ' ° v + - 4 0 , J' I t `4 ff ^K 4- <;1; -° '..,, : . 1Wf• `ie r W ; " 4 4 �^` h '°� ;;, a " . a r a` tr t I !a a t i , f tF, , ' . , k " # p '�' r 'ti 1 , r * '�:� ; r�.7; " .,� ,.`,fi Z � x �. -v ,3' 4 .,, J ` .•' t . ., ' 4' 4„,,, } 4 , N ✓ f, , "vin #, h ro � . ; ' ' `±i yC .+. 1 5b � ' • .e '" ' ti f , a a: a A. yt5 ' ' - .y., 1, � , t V R a u @ : i ar ',V.: 'a .. k. 4 q <' e r r r N - ,,, y .,.ma • .3 N , '. e, ` , e ., 47; '. . y . ., [r, • ,. ,• • ( R w g , . f "^� .. 41 '1 _�,y t A .'".�`r +r x. ti., , '4 r t 4 s.., v` o % ,� n ,1 '!" r ` y s ,� .b Ld \ F � , '� r ` ! N SA•f .4 i _' 'e7 1 t F "t /' '.i .. b C,,� R :-rt. t `� .a ,ti VS ,r ^g ,' r L, 4 r � z a dam .. .. .Vs ,N.. r k . "` pv ra B t 1,...,/,-1:474,14 § S �� 7 Z Ml % i "C 3vr 4 '. .. ',r 'f 1 f ✓ ,.•+^ f `"'` � ., - r 4y , t; ,1. X ^ ,,:': + 4, t ar ?„ ,J yv � „R... � �. �. E �.�. !I: '�� - "'.. Figure 20: Site 26605: Overview to Southeast. ' The rock mounds are constructed of an outer course of well stacked and faced small boulders and large cobbles. The interior is filled with smaller sized stones. This type of construction gives them structural stability and helps prevent collapse. The mounds do not contain burials and lack material remains. This style of rock clearing mound is typical of those constructed at Historic -era cattle ranches and sugar cane fields on the Island of Hawai`I (Escott 2003 and 2004). They are situated in close proximity to numerous agricultural features in this area and are clearly rock mounds associated with field clearing. STATE. SITE 26606 (TS -18): Platform FORM Platform on bedrock outcrop FUNCTION: Agricultural AGE: Pre - Contact DIMENSIONS: Length: 9.07 m; Width: 7.20 m; Height: 0.95 m (maximum) CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: None DESCRIPTION: Site 26606 is located 50 m mauka of the start of the project area's sharp rise in elevation. The site is comprised of a larger platform (Feature 1) and a smaller platform (Feature 2, 11.3 m east), both similar in foam to others encountered farther mauka. Site I 26612 is positioned 40 m north. Both Feature 1 and 2 are similar in shape: both have been i constructed from boulders stacked on top of natural outcrop. This three -sided platform acts to f 32 1 i level the natural slope that otherwise surrounds its flat surface. There is a small mound on the surface of the Feature 1, and a 15 cm deep depress (Figure 21 an 22). , a. '� �. „ .. ::-- '„,, 4 , -' .� i' f ` M ' p i ; a, yt : ; g r^ :; :` 4 '�' , ,,, , . ': ".'.+ ' c am^ r.3 1 a ` w r. Tr '-.;,1.4-,`‘.14:.:,, "KL " r Y'P ? 3r, 7 3' -- , a { "2 4 r : ,tk e . "t'� a i ✓v. ; t �' a 4 Wig. k ' b a '4,7 ,7. , � s ; ii--,-;,, tkili v---,-;7-4,,f:-, ,� k� ' - +y .'.:� F a � rr�` � ' � 4' rt,1, �„ , t'`R"cp�`,. kr `' ': -vY {` i -,p IL' a r h � i� d 3 0 .. . ' " .G"'� w ` e l rs' x . ✓ L.s l' �` ' k ✓JW' 4:.4'4,5 '`' F*�`w fi «s• -,£r i' . � ?' v` C t J" t 'Y � g ya -i . ar ty fF; " a r .e ,42.5=7 -' dpi r � n$�""+q t � Figure 21: Site 2 Featur 1: Overview to So e 11.3 m L 250° • ` • k et • b. FEATURE 2 • , � 4 [ •� �_ S 6 11 lb • [25J � [42 =�1 =` �O • SMALL 0 1 r GP' +, U sip aNt• so • M OUND if 4 ,.... - 1 VP • FEATURE 1 � � R * `� giP • � � �+ L [ -1 sJ o ,I t ' SMA DEPRESSION /' Or Air 1951 oh-. 101 KEY moo 4 ��i;i = OUTCROP 4fV CJI� = BASALTROCK I = SLTE TAG I = POINTS »OWN SLOPE 0 1 2 3 m I[ #J I= HEIGHT {IN cm) Figure 22: Site 26606, Feature 1 Planview. 33 } Mounds and depressions on the ground and within/on paved areas are typical of the drier Kona Field System agricultural landscape. The amorphous shape of this platform reinforces the I notion that this is an agricultural, not habitation feature. STATE SITE 26607 (TS - 19): Faced Rock Clearing Mound 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 DESCRIPTION: Site 26607 is 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 sides rise 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 cobble and pebble filled the interior of the rock mound. ' � t7 ". 4 rf . � r ', r ri t 4 ' " { a 4 7 Stfi 1 :,, 4 f tA y , : 4%. ,4„. 3Y .Si 4 ' ' ti { t r+. ,, " , ,,,v--- ': 7 , 4 -y r .. ; . ,`. �:';4'f•t P 1 " e J '.1 1,4':;t7,, 4 a A � .4 r Y ,t ' a41 ' i 4 , y a 4 , .,. "• ,•44 -'" 6 • T - v''"s -'i ,, +0ji • .k. "2'(- fit '., „ , Iv s� y ; " t A ",'d... 'le , , .,t, 41/4 , 10t -" �� : ',e�+ ' o , r� a `f • 4 ,p : , ' '`' , i , ,.„ . ' T ' C,4 ^ .. '.‘i"..:4,,",! d 5 a4 S, d t r r A ' , r 1 t ; 1 ' ' ntte y t # � Y x tdg { 7 ` r 4 � �. g ' w"s e f- i l s 3 6 $ r S q 4 �i F y t ,�p�, , :.y � ' `t :, ,`b r` , h a +,+'. ' u l 3 A .1 t 1 ' . " -. ^1ik .' "24t? ` f ' r i , , 4" i r ,.t { ' z '} �} C t 4 ` t� r � ` ,�'+ a .ap '^ t ' tt k ' � -y'" r t 4 ° �� a " wI t , h I 1 „;t ` ; k T 4 ✓` . t ' x --�.` § t , " 5P J ti Y es' 9 . .� { t '. - '' a ^ec K i . �.�5 '` tt a n ' rt ' t i. - ` ' r 'v� - .i• V i” „ i, '" 'M, i - $r +' t�' ; ' . ti ,� d � ,� v 1 •�£ t � ,+' t . S.� m ee Q 1 —. ° � xv .tt� s ' r a '�kl�e`�T �a' , 4 �j-, Y ix°- ta t `x -� X ',. 42'1 f w � .- . T # ' te r 1 g 4 ,A r t -. >'� ' .{ E.' _) e a — t " : . 9 l': ;, 1 ,:**„.ve- ,,,ptio'.,,-. 7;c-l• " . 14, ,,,,,, .fr;z-=s'- : ,,, - ' i '',. 443-rvi - ...b. 0. A ",Q X f ��� S � ♦ 'd/ ' ry kA '4 x ,sia t ,, ,4: , a¢ 3� &N � • c . i F . e . y am ; � � t h - 1 + r , ` . . - riff ,• ( r r � . } P � " ° '� ti 'S! 1 ar f F e Y {4 . - �. '.-..'''',.',.'d . .cam ...; ,, ! .J'rr�tfi/ ..w'�"•..' w :.. v J$t"j{�, ",.. R `F . (h �-�'A� t ,�„ f . ' /J .�yt ..,Y, .`# - _' 'iS 4 ` � { y / }{ ( e . .. ;i' '.y\ %,....r.:4,--'-',6:...--- 'GSi-. Y r :',: ant 1. a :!' < , ' t e a r j 1 ya k%^ # . t X 3,1 T a ' ��,�� - , ' ' -:ai, wv, , ~ , , f d .e, � `* " J` ' ch ip, ) 4 1 I . ! I€ i..." J- ° ., �a - tt s �. F , ' g -. ,; 1 - - e. t,`` #1 -1"1 ` . "" ,,, ,'"� .. ^R's -.x:. a ti tiR.. Figure 23: Site 26607: Overview of West Side. View to East. 34 r N Y [ . V1 C 0 H E — �' l - -I i Iv N0� I* ♦��11s;r *ors iv 10 ; t 1%4 .4P n= 1i =u -x� � v J J .J UVV' M N "' 4111— '; — *Vela- ti O . M 0 z ,t •� C > th a U w i Q o a m w a ezt x a (4 v 4 w w 6 W Al c 1. : a c? ii n 11 o 11 11 c4 ti , c _ ► ' y ± e 11 c ,_, ,.. .. N "CS A eC j) H ■ 4:: U �a * / * N N Vu #"* 4. Ck 411. kik:: I ' Stratigraphic Trench 2 111 POSITION: spanning the width of 26607 rock mound PURPOSE: 1) burial test; 2) to investigate the subsurface stratigraphy of Site 26607; 3) to recover cultural material DIMENSIONS (in meters): 2.50 by 0.50 m TOTAL LAYERS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 1.29 i 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 15 cmbs (Layer I), with the remaining 114 cm consisting of cobble fill on top of bedrock (Layer II) (Figure 27). No burial or cultural material was found within the mound. � � r ?s .«'k.:a; 6 .c * , . 1 "g , i ( ` 1-, ye^ ,, ... _-, .. ,. �� , ,.,.,. J1 "u. tip T ' -i.. :: H>+.y R rf r P. yf� d F' , i,�7't ✓ f =! p: a `� v ".,,,, "� -pi' ',.+.,:= rte. ! ,*w44 -L 4:' ' f..�.,, .., s,F • 7 3 - - ' .4'. ':, ..r• 1 -, - 11 '''' ' ..- '7 ".. " it i ' ■ •-• `-• -; -:$•., ,, ' '' - '' Iti -.' - g .+ +0 *nom` t tS., 4, , , r :i / n f4 i`�^ , .• - Ne ; llt '.-,� t d ,� f 7 C"`� �`� 1 � - - \ f '-- .i 0 . : U , ` .. ^, a f &.v j t ; 6 q p'S ` •,,.C.�- . ^ . wwi's` - a - i t , +'k.' + r x ,: A" .� �5 '$+.. -ic- . Jar -- b � [ t .., ,1- ' F '� " C ` fig � �vix�,1 � 2' � � �,� � )te L� d''r ��h _ • uM t: .T ,, .., r ' 't x � ,. ^" wl ' •Sy -.,. 88 . 40. n ti} r te, ��pp . l f. — Zd` 4 � .. ✓ 7 3%- S R: F ` ". i e `ti r't .'�� t t"a �y-: : s,,,,"' .1,:',14:!..;,:',• \� 1 .�. ... a `.. __..S...J✓ „ � ' f .:.. . '•n�./i'r .1:-..`, � +,'S�., . . �' C• :. �'. .:. „-- :-..,. �3 �"�.M., 'X. • .A r .erl II Figure 25: Site 26607: South Wa11 Exterior Construction. View to North. This faced rock clearing mound is similar to that at Sites 26605 and 26610. See Site 26605 for an explanation of the agricultural function. 36 I €1! k > ray t + ��s �4 �z4 1.V41 S s x ,,J ' # _ . t > tr'1 i i r 2 - . ".' SE '+4'• t 4 1 !, `� tr . .... ,ie. k ,..,41-t, ,‘4,-.1-.-,..\-, , r - s kS s� fi '� i J`.4� � t , L ,� �?�'-- ` t--\ �: } f r : �`, }� 4, M TV . A J i �� ""u'ra v° �"� �"`°" ar�}� �-�� �`.�. � c '� � " : ` : J 4 ) � .;,�`. £�� ��"' kl � Aft � r p s '" ��� �� 8" '� :. 1,' '351.- +¢9. \ wv c `\ Y i l�s ^ ,: 'nti' C \ W, a > 9- 4-2 3 ° • " . n; ; -,fit \ ;,lq .ate' t '" =. e i• V c .- ,,V ' ' '� t A' a., � �,. � yam. f . z .3 art �},� y::./f Y s l 'y .r5 ■ J.1 A tier ' +P Z . Figure 26: Site 26607: ST -2 Post - Excavation Photograph. CROSS SECTION OF TS -19 ST-2 NORTH WALL PROFILE I ► PEBBLE 23 m (.110° PAVING TO TS -26 COBBLE GROUND ;ilia FILL it". SURFACE _ INTERIOR �� GROUND �� 11 =l► �t1�11= 11 =fl =/4 URI±ACE 11 BEDROCK 4 11 `` �Q OUTCROP / /=II 1 KEY »=n = BEDROCK OUTCROP 0 40 80 120 cm = BASALT ROCK 1 Figure 27: Site 26607 (TS -19): ST -2 Post - Excavation Stratigraphic Profile. 1 37 I 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 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 7x.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 2x.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 `r 4 t .74 :','"..;:t.",-; ' ' - - „-.: -, 'VW Y- , ,,•• k-4, 44- ,,', .-...;-...--,,._vz ,„,„.11,..--=`,,:sF.:.%,i,.z....,...r. ,_.. ,........,,,,,..... ....i.„...„.„.„.... .. .....„.„...,,......,,...„.. ,,, ..„....3„.,... , ....:„...,...,44,..37,, .----'n',41*,,i, 1.-2r,-,744,- - . 7,,. ."4,..70--7.__... ‹ t I t.„.r.,;..„,a, .„ . d�l� x 3• Ym 4 ° . r r r ' k °✓ "s4 K } \ , � 3 �L s ? `F�.v A' x i ' L 1. E , - b � 1 , . a �� � �� ` ((*Yr . e . y t �p^ -- m. ,.,..., t 4 , " ' ; ,t f r 0 �'" : ,, r ' y� ` , s M }nom" l x x , i , r '4% ¢ 7, - , �� �w ! . - i. X41 ,, . Y-7 ; - . ` t ;" t h ri " F fi u�� ! = ` w S - � . / � , � . °l� ' � ms ` s fr • ! -4 3 �- iLP'+. �C `Fi , S.- G A}- �sa014, G� F� Y tki Va t y ^ • 3.....,, r ��� ssGr `'° o-, f'�. + -'°r '�°' gy� o t r � v^ dF ' m'p zi k ''w.''i= sK y .'., ,,� - .: � S � 4a, - jj r ems a /1 r $ ' mss' ° � t �- ' , n" � "¢ ° .9. - .> ,, w a' r ' .,rte w = .. � Al n°zt f t . ��j 1 "•WyL ? � G- -'i,- ,✓ ���- �y`J/1�l � � 1 .1 , - , .,�;Y3.: f" ..c�T "_41 +.'v �s�' co J�O}D . di e _ I: R�'.^ � -�Y'S ' Figure 28: Site 26608, Feature 23. verview to East. [01 3ra r300° BEDROCK OTC [651 1 ROp G it 11 [01 � �� Ii 11 = p ` `` l W ` // = 1,/ STACKED w BOULDER ARCHITECTURE a W ■ F14 \ 1301 O 0.i f= FO �?ERIMETER w ISI 10] KEY I M 0=n = BEDROCK [601 [ I = BASALT ROCK I I * = SITE TAG 101 I [ #] = HEIGHT ON em) 0 50 100 150 cm ■ 1 Figure 29: Site 26608, Feature 23 Planview. 1 39 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. STATE SITE 26609 (TS - 25): Faced Rock Clearing Mound FORM Rock Mound FUNCTION: Agricultural AGE: Likely Historic -era, or possibly Pre - Contact DIMENSIONS: Length: 3.40 m; Width: 1.90 m; Height: 1.05 m (maximum) 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 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. This rock mound is similar to that at Sites 26605, 26607, and 26610. See Site 26605 for 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 platform. 40 • i ; : ,:`,.,,<. - cej.i , : - ...-0,' - :_: - -z4:4:6;;;i14 - -4,-,,..0.;.-.„-, : -.,-.4..... :44 0- 4., i, -,.&„1:',. -, 1 ,_*., 4 , ,,.. „4,,,,,,,,„..0.4, . i : 3t ' . T , , ' -', 4 "..` anti ` A . ma y + l ,s ` "r � t '' * ? / r �" , r-,7; , , 4 ' ' ' ' Gam - til ' t y ^ , ` f • f f Y+�,' i y q $ a w t y of r c t x ,4 1 S s . may .. — — , rf?' yasy„r.'. / ✓ l 1 J :. I p,..,....,...„:„_- ...:-...„4-,,,,,,,-:.,,,,,,,,,,,,,,,,,, a v t Yn �" ox uT , >g R'§ f a, • F`s d _ . '` -T `i + r ''. - �'�r -i : .. ' 7 , - - , .,-„,,,„...2,,,,:__...,,,,,,,...., 3 � RM1 ,t ' + l p l ri ,�, ,�,, ,- } .' '6A 4 . zgi`�'.4N si 4% * i ::; � �, ,* � � �" � -'n' 41 � 1 0: a '"d. " i � .c r . N, „1 .. ^� ` . dR w i JaG � 1 , ,,,,,! 0 s.e °mtrry ,-, e a� 'r, r .., - tti` � a C � Ai A \r ` . i Fig 30: Site 26610 E ast Face Construction. View to West. 'd r t i � ti '4 } ! D A z y; + 47 m.+ ' ;, a. y t.v • se ? •s r w .. ”, 4 ^'tn ,;.' M " .,4 ibM a " ', x3a f ;" & T 1 "'ti � x " ' r R ''' j• hikl .41 A. , Ar. ' "" • ''' jr, - ,."P''' L7 ki -;t t � - a 'bd � 4 a "/? 4, , ■ , '7. r 7- x ? ' 4 • •Y t s.- cx-s y; ''..'-x a."..=:1$ s ^d am .. : ,F ' d , -' 7' � . ' ' ,, ' �' ` ! i yr .x , i � 3wc. ' y�c � jv � rJ� 7 'C' Y y s f ( ` ( v y ,� -w" e `. r r s � '.4:,,,,t^—i f y , \, r (, a r t oi 3 +.^ " 'mot. ' `M - . t Alr. y ,'�a * ' r + 5 . y4'�' , ' k3 0.1 " " xrr , . - `�' 4. , X2. ' '' �k, ' ..r ': P � ■ � ` ,�. '1 N. '-^ l' + pc;,,,, Y may ,: •''' i'...-4:". - ^u +' s JJ r , ,` , r ye" �Y..^s' 7 N. . r v.. � ,x+ , v ` -- r • ✓ [ �r "� rC�. f �yj� may^ 401 i 1 i • i t �� S.. ,. /r ±��, ` k. > ,. i Figure 31: Site 26610: Surface Paving. View to South. I � 41 I Stratigraphic Trench 1 POSITION: spanning the width of 26610 mound PURPOSE: 1) burial test; 2) to investigate the subsurface stratigraphy of 26610; 3) to r ecover cultural material DIMENSION (in meters): 2.50 by 0.50 m TOTAL LAYERS: 3 BASE OF EXCAVATION DEPTH (in meters below surface): PERCENTAGE SCREENED: 15 percent of matrix that was able 1.15 to be screened, was screened CULTURAL MATERIAL: none SUMMARY: ST -1 showed that the inter of the mound was filled with smaller cobble than that of the carefully placed exterior stacking (Figures 32 and 33). The pebble surface paving extended no deeper than 15 curbs (Layer I), with 97 cm below consisting of cobble fill (Layer 11), and 3 cm of dry, loose, dark brown (7.SYR 3/2) silt (Layer III) resting on top of the bedrock outcrop. Roughly 15 percent of Layer III mat was screened. No burial or cultural material was found within the rock mound. e., tt ' .1..i,— /"A -, t: - . 1 1' , , �, ,� +.YL �' k p „ � ' }. yi „'45� , x K $ ” " 'A rJ ' ; a ', N A * , �3 4, } iY > +, J P e '.� j a ..cam r."4 S w{ `r'" {. i a t f h YJ 7 ? r fl y, e a�17�5 q i A� ,'^ r : t , J �"� ®1 �. ,npn4 e . y� , fi y a r . . , ,' n r dak E r3 "4` a `" „ � 7 l ' + 45 ,1„,..„4.9. , s. � } ;w� a r .1 + �„ ; .. . °' 2A !-� ;,.' or 2 z , �{ { - 1 i . }� a ,, a .•. * / ' a + 5" y .. • pf C J. � —4 r" t a ti a ...t• �.\ ��. a 4- t J ..lid G+' l ,∎;s "z tay 7 w . I I ,C�r C rc`i4t� 1 t s . i> r 4�'S - Q" . ... ` p • . ;:. ws,�..�" a ... ,v^ ' - :xaFi�t . F - t.:atii� s - ... : ` . Figure 32: Site T26610: ST -1 Post - Excavation. Sout Wa Profile Photograp to South. This well faced rock clearing mound is similar to that at Sites 26605, 26607, and 26609. See Site 26605 for an explanation of the agricultural function. 42 CROSS SECTION OF TS -26 ST-1 SOUTH WALL PROFILE PEBBLE PAVING ma k GROUND COBBLE FILL SURFACE ff INTERIOR illitakiradertit , GROUND It = II tt SURFACE it 11 1 I� BEDROCK OUTCROP "II KEY • Ft = BEDROCK = BASALT ROCK 0 40 80 120 cm Li = WALL FACING • •• ••■ rrr.rrrrwr 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 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 l •�y - y, At `" '`,: _ -. ,''Ve.::,- ''''''''1.-)J1 'ft-,-,'" 't";.,..4":'',"'"-=-;-'''. ' ''''-. ' Z 't " '407:'/:!iiY:1:5L ' 4 '''' ��`<� i <^ � � ° ;'•'+ v ,,. .�, 3 g.� -4z-P"'"-4g,,,?," � 4 r�' ' � , + � y r � at � ` f } . ! . J. s 3. 1H: s '" : t y„ -'. 4`,.--_ "'� P w 1 J ga x %� } 5 X — m P,, ni , , .y» - x r 3 r ,f. ' '• N 4. . J.- yr ):4"f."`,4;7-,"14::::'..4-'t _ G , ffi 44�" p "C` V'�" x xw re. s, 4 i .��� d r� t , �' } -.,� 4} ,, _ y , f °1 ) ,i A S { "� 3t u + ' i srt% 7 � t ,- k »f. + ' s , . r , , ? d N ;r7 e ' { .e . fi r*".,�. �r't ..-;:r.-,,„, tp a "` 4`, 4 -, r ST na.> F f t`• , {j i4 r ' r r t,� , J. r ,,y' r �, . 2..V� . � '1;./ L'',' r n,. 1* .:,,I,• „ .• - . � �^ y A n .:. • ' A L _ ,,,' *( 0.+i " , z - S �e �',% ��-,4 v. �' ,{.w' 'rV r+•y` '1-,-1 .. .,s' Y ,s R • "r' rc ,y *'.� ,- .s#.2" ' r 1. 1141.-: -: .- - ” n'~ � . � 'r S `/ / r t r � j f+' Tw , . -"�M 1 rd ,! .c^ y 7 t . ` _..1.- ,- 1 , 4 r 1 1 ."� �` ' t+ 1f , ✓ f � i � � , 1�y e q � ', �-" , a1s� . s " r3 d � - 4 y '^ 5 , �'�.is jam a: ` I , , / ,,' t v \ _ .. . F \ ' o� -1-,m # �Yr ,1 F ` r., .,-r ; d , x .. .� , " A t A ' ,, 1 1. , - A y � j: ,7„› x i,;<, _ 1,1''' -'' • 1 / 11, -j� a , - u y i � c. t � � "� _ � :ay' A ...,:� "" .s ° '�' °.s a '. � % } y'r. :i. # I t F F ` -;, , - ' ..- j .� Y . 4 A"�`"n' r+. c 1y,X1. * ,..,,,, +-` .- .. f . .`,� 4 / . ,# L ,.�t" zas' '_ee..w,., tin* k t r . 3 t ( S I or4 i� '"4:: I , `e � , , � .. a ! r(p '' ' ,, ,, , �, zte-„ �,]y • �'a - rte yx..n .. ! ` k r ��,.� t '#.or r i . ¢ ,r 1 ,' " " . y ,. � \'` " r +„ . , `.s i ,x , c . i'"' g y y , , � ,, fy -- . � y . t t}'' }7 i ,:, .- , A _ + 1 a pl1 t, y k i . ‘917,0A.,,- Q VIi ".' t$ ' -e � A . ...A a .^r �. ,t .+�v ,:i... "' ,fit "Y K ` t ' ,� c 1 .--41t , ! r s 't-..4%,31-..... I�..Y' ,?!"-:4.=:"... { * ,, A y' �`" Y qO y " � � � +u ', i�. , .,t+g' ' t ;' + s a "` °, 1'. _ : i � 7 Figure 34: Site 26611. View to West with 26610 in Backgr STATE SITE 26612 (TS -28): Large enclosure FORM Square enclosure FUNCTION: Permanent habitation AGE: Pre - Contact 1 DIMENSIONS: Interior— Length: 8.20 m; Width: 5.20 m; Height: 0.70 0 (max.) l Exterior— Length: 11.50 m; Width: 11.00 m; Height: 1.45 m (max) CONDITION: Fair SURFACE ARTIFACTS: None EXCAVATION: TU -1 and TU -2 DESCRIPTION: Site 26612 is a large, square enclosure constructed on top of a flat, 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 i 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 maka 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). T umbled boulders are strewn throughout the otherwise soil - filled interior floor. Two excavations, Test Unit 1 and Test Unit 2, were conducted within the feature interior. 44 I , ,,. -44' ',. . : ;104', '"` 'r.S-7,-,,V :- '-- -W 7.. ; 4 be 4 . t t y i 3 1 °b' ? i t' ::. ' $Ta' t ti' ` } ti - , vza +Tf r - � { - p '+ � `'E w I . .: t� ,-''' ° ' 4 "+ .� z , � �, h`L .JrYS. ..fie �., C t � i � i � T - . � , ,.. t t' - ± ma y . � A n �� P s N " l " x .cF� ' .:s y ,3 ' F- - __ i.. ' ° - • . . }; 1 ' � ' . ' b . - : , . " ' v ' . t ' i ' ` e x 't ; �L. 1 h .t om ' �.,, r a' 1 i " �' ,,,..:•:. a a er -,,a ` " 'ma ��N '. et , t E� r y ` 5 ' `� r- +Y„"', :? f te +i "d '1,-' r J � T "';:t?': .-:,. -':- ,..-, ,,< i ,-.41.*...;9,-;_,.,..,:o!,:_....,:c. s� a � �. '�� >-c y - 3h 14,..:( �f;. ,..., ,„ ,. ... ,„...... ::. ;.,..._.,..... .....,i.: ...., , .... „ 0.7....e., , , , ,::.?,........... : „....,.. , ,...-.,; . ........„ ,, .. 1 R � r y . s . + w f : ..... `. " s 3F 1� oy 'y t . r., R j . P k - ti y. ... j t - "„ w ' ', , 7 wt r r r , r i �i' ✓- '� lE ' ": F ' d [ � 4 R' ,,' `'s` -t 4^ .arYr ,�,Y t o Nor th ea s t t o f Makai Fa of Enclosure. , ., , , : „ , . ' ' , ',. ...,,:. ,', , 1 l r ■ T E , � ' + r 'i �5 * - 4 � U t . ,� i r� 8 r. 4 } sf u il+a(� wa Xv � cR �° � � ss F ..y ' s , 1t� i y ,,, E , 'a° -. ,i '�3L ,,,o. '-11-,4,--,:.e2,..,V--:it'inc--_--*',.....-.,--1.",...., ,g;.:,.;-§-4,17,?:4.,.:::..2.1:,-..-!,,,,,,::::-..., .1 - .., , .....--- , -.4'. .F,K ...--4,.:4:.--,s-;!----- ,,'''' ''''.- - . 0,- i..cza-'4:,,-A.:-'!7_ : , ,.._.,,e,;').- V,":".?-....: tix- ,-- ':---.:..vo....7....I.,%,4L.,......•,.•i,•.:.„:.....i.:..,.\c..A:,,.::..„,:.v,„._..,..•.:x.:::w.. ..;.i ::;:c...±."1„4-_,---..-_;z_,.4.....--.F.,,,,,i .-..:;!1.,:::',';:,.‹..14 14,8-.,_,i,: . .,,,,:f .. ;e- •-•_, , - 0.. , x `;. : j .., : � - rf t ,,r . ' , -+ '. s;. r Overview tkw..2-4,--- .,.., ,.. . 7--X„3,14-1_ - . - .„ - c,i, - ,:...7.-,-,1=. ': 4, - - — = .-- . - Figure 36: Site 26612 to Southwes i i i F 45 I i c7 Asilluta t woj/o ,�. ` ' r, �� i ,.. M a rIir� i AT AN T oe, • H . ,,c 4 , gli /./,, 1p„ /fi * 1 iste 4, le i.° iri � a iJ�� "� � I ;i ce 0 I 4 rjd :�aI i p 1i '� ° �% ` « °r o' • + jirl ! t r � , 67) fittit FL itt‘ r wq,(10wAr4111 ollosfr.res,47 - •ftivaortiNg. ‘1%.* 4. 40 kw- _ Tart IP 4,04 i * ero- 4,11",' , i * if IIN All a ' V.Villt 41411 7-4 N X :6: ct U z o a O , z N i--( 1:2; c z E-+ O o q —i '...'4E i W F � r te. W V 'cu? N Gr O xi � x W A O . &a a> I I II tl H II it CA e') l z_ . 7 0 gri 7 . x bA w Test Unit 1 (TU -1) POSITION: bordering the makai interior wall of 26612 enclosure 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 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 (7.5YR 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 is important to note that all cultural material was recovered from a level 3 provenience only: 31 -45 cmbs (Figures 38, 39, and 40). a } 'erJ" i�� qh / " r #� y s :L p it ,� +t " 4 °s.�' NAno 'j i R[,at t r ���d4r4' Tds r' w t`" �' ^ •' ti b ys, Ar r'Sa: . j • "F; ' �Y � Mice Tr 44w a: + j j 6( ) r S bi t . � k % A l rt r T- r st�t'+ l t s • ,°"' � s .•'�, y� . ; � , 1 t t i t set ,c t a q ' Jt , z j .h\ "yC�... 't ✓` $ `d t Sj� { t s.. J ' _ f - , '� _ , t _<�r a. �^' � s �rr� _"" .n -` ``- i a�•.," h �\ � j tr ; ""' tr ✓ .. �r , fir `� . t �� sy r;_. *' s r"'+g"4f >'�.`� J s 1 l tTMt i y . t : fif, F ✓ .. y/ J ; E yam' ac Y ^ X� 1 ✓ -- ` g r am' 3 ` a.: `�5. ' K .mac , r,�sa. � F� "� 1Y ' a ' * •' o yn + :B" � r M ° p <.. F �•? � .' � �' �' t .. p y � 7 Yf I . sae n fi¢ �j ` 1' . . i . a 3 va ?�� "Ta `/� 1 - Y yy �r s�✓qs� M ut er . - r•-*47. • �A y �, I � 2iv-• '?C ." • � � / [3t f "C..'i �� i ' '` + ' " -\ , v ..�'+ s ue. Y t-0 • - � 'M • �'�, V^ " ' ' c ,a^ ..le' a i n ..: .n, �4 ` .r p ` [^"' - V - 9",a - '77/14. 4 . 7 4t: _ c `s 'ga .` rSa' cf .' • K< ./ e.y + Figure 38: Site 26612, TU -1 Post - Excavation Overview Photograph. i 47 / i * ': -� ?c T r�'F,ty '� r " - Ya/"ira.� ..r: :-.i i i �t t t � • v -$0":'-'-'4, „,t, r .�, a t t 1.- A, a .4{8 �S�- •w` ,tel”. -� w a g < +n�E • t � � y � o. --;‘ �. { � t t 7 � Jh- ryr j {.. �''� `� �� 's ''�� ��' � t +` ��y�� r � p /Y ` ,, -/,'-' � -1,,-'.,.;-:": a 543 a .77,-'* - ,, + .. "; , o tik . �4. ' r''' � L v � "'fit i i .c. k 'V+ r { t- , t � E \ 'i x. ,�2. .y,- \\ ! '. • r �' ; M N ` f x' k114;I `3', ` a t _�[,, 'i;'X�+r, a # O 'w ms. 2? 4 ti . "'" ty /; sib + 44. } 4'� /�- r Ewa. - , � t lt. I r F7 -,-r 1 ., 1 . . 4 Sam y a� ^_ i:V. / 92�'P,(','' �°.• t �1.t , ('s' 'k a ',,l'',-;, y i. i i i Figure 39: Site 26612, TU -1 Post - Excavation Stratigraphic Photograph. TU -1 • WALL PROFILES r-- SOUTHWEST WALL I NORTHWEST WALL gr• 4 LAYER 1 I 'NO /1):°111111111rr ki\it,-* 111 ili A0 11 . 11 1111 X ! AL. KEY n = BASALT ROCK VI = UNEXCAVATED 0 10 20 30 cm ®° LAYERI: BROWN (7.5 YR 3/3) Figure 40: Site 26612, TU -1 Post - Excavation Stratigraphic Profile. 48 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) compare subsurface stratigraphy of mauka interior to makai interior (TU -1 results) DIMENSIONS (in meters): 0.50 by 0.50 m TOTAL LAYERS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 0.36 (maximum) PERCENTAGE SCREENED: 100 CULTURAL MATERIAL: none 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 of TS -28 is primarily soil filled, and the north interior tumble does not extend subsurface. Neither layer contained cultural material (Figures 41 and 42). v i J �' "# • # r r zr t , i , �, ! i 4 , - � 1 Y r qtr 'h4S th'! A li 4 +f� �`,5 �tx' ,, .r1Y 1. [ v m §l 4, b , "'W ig SY�, I ` �r,� Y j, T ,. ,^i:'4 , 1+ 4 W ,.� % 6,...v �l Y °� 4 j� „n,+$Y +%' _� "�` Ei4� s+ F ,.' B z t f t / k yT k . � .eY i -- `� T` ,` ! .i.. 1 ;r'r $ , r ^y Y ' ''',,4 ."k 'r .' rJ P ' 4 + I, ,� i i 4 ! J'' r ^. ,,,, • >^ � :. ,, ,..1/..t . ,,,, }, 4'. .; --„,,,.,& - - ' t 4 , y 7 �^ -c ": a ! % ! r 4k #a' d l tix � LIT, x : S ,.x- F`J i'' % I: e4„ 4 L . ' ,.";,,,'4 &.r t I..--- ,t s \-':,4',,,, �rrr.��<,a+ `� � "�� a_t r � . ''� � � a { �°"a "' � "` r � � �' y t q �p7, /�,' ` , v�. , Rt fir , 4 , '`,04 ,- : Y,," s a ,'.r 1 , :i - ,, . 4„\" ..`�" ' --5 - t J '� #.,,,, r� t- ) „ 1 0'( cl�c '" 3Pn u fYzw �. # 4e 4 '°• ._ ? .k�,;- y f ". 2' `i s '4J� °*r° 4«rr+ec°,t"y' 3 '' r ° � N . ' , `'1 * x - . ti r . : F r , 'rk , 4 ti $ �d <� + 1 'y " 5ry .;, . ,. 1 � �� - h' 4 1 . +.. �� � dab R �. . ',!' vr ' : f. 4 ■.;;;11::.''' ii ' ft- `-:',.."& , itelc.;•,re, 41 ' ; ... .,. ,, -' i` { t r ' 7;1- , .' r {.. ' ^ . ,.." ,.w a pv - _ .h-- -., c:: , ,--, 0 , , ., ,,,,, , i - • Ai --. -* • 1.`1‹. ' P ot i i z*„.7, 4, - 1 Figure 41: Site 26612, TU -2 Post - E xcavat io n Stratigraphic Photograph. The size, shape, and material contents (subsistence debris) at 26612 indicate that this was a pre- Contact, permanent habitation. The lack of historic era materials indicates that this site was abandoned prior to the Contact Period. 49 1 TU -2 WALL PROFILES l NORTHWEST WALL NORTHEAST WALL 1 1 I 31 I1 yez U ` KEY 01 = BASALT R OCK = LAYER I: BROWN (7.5 YR 3/3) = LAYER II: STRONG BROWN (7.5 YR 5/6) 10= UNEXCAVATED 0 10 20 30 cm 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 DESCRIPTION: Site 26613 is a rock wall segment that, at one time, may have been 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 rnauka 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. 50 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 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 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- makai running outcrop modifications. Feature 2 is a 13 by 7 m outcrop that has stacked boulder 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 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 PURPOSE: 1) burial test; 2) to investigate the function of Feature 1 by revealing subsurface stratigraphy and construction technique DIMENSIONS (in meters): 3.50 by 1.00 m TOTAL LAYERS: 2 BASE OF EXCAVATION DEPTH (in meters below surface): 0.40 (average) PERCENTAGE SCREENED: 0 CULTURAL MATERIAL: none 51 N' .• I r s o = II ..... // [ 01 U 0 1501 [31) >Z \ Oie /, ol h /_\\ / , 11 // `ea.w ,�I� • O ' ♦ 1 1 FEATURE 2 i 1 „ow.' [0, i + 127] �• ir � ! *A [431 ` r ... i OP ,411 ' `% / [01 —r � � ,•.s. - IiEY Pi . , n,u = OUTCROP Ir ' A �.- [68 • TO I = BASALT ROCK Or � 1# ! ~, rw r ♦/ = WALL FACING 101 MN n = POINTS DOWN SLOPE ST-4 I * = SITE TAG = PEBBLE PA 11 =11 =/ / \\ G 11 = \\ / , I` �I , �; �PAVING 1 j `� 0i [ #] = HEIGHT (IN cm) `` OUTCROP 11 y t - ii � II = I1= // * leg% � i \ ` FEATURE 1 � � ,� � n' 11 ■ //` //\ II i / /_ [0] T Figure 43: Site 26615 Planview. 52 • Vic;, ,,A' ' ' k i a' .' " , "', s � + s 2� i z w 3 ° t t {� ti � !', 7. a *Ms r l '�� ' . -.. , �, n ..a }f , . ?',rk^ +.,r. r t _ t " .. j Y , * + ^ :t , y r - 1 1 `'' 7,e .1 `� r1 "r. r �: r '. °�i"f ' y 41. 's'� �, ?1.` 3 M ; d ? �+ j . _% t k t n, � i . ; r f i �(1 L - i t: _t i :- . ,F^.R.a.4r' , b " +` i'f .. ate , ` ' "& r L'"`� �, t - �r� ,t, s' & Y -,,„ � .� -k .4„. , ' �E. h, �`'^.1: y " Yt i zX . '�j, t - ; �.S f ?:239:". V 1 0, • r� ,‘,44,.; . `"�'k.'E + 7L. 'i ' r .; aa� 4 Ate ' s'2� : ' r 7'' , &{ ea N 7 -�-7 l't l . ' K, • ' c's . : •z3 : d Y ' r '7, + *4`. d e '. ,,r+ i Y ....' ' l A a ,!a- ,� Y � t� 1 f I., . 'X p'" -.I ",, el t .;;‘':,31;" 4 g - r } �46144 r . y y K ,, .. . „ ' t `1 i°..r ✓ �i� 14 � r' F+. ` 4 A S `.>, 4 '�i, "� "' . a Y, ''"`i" r' ` I � t �ce��� } � �ie J , SA� � i r { fAS�d ''.4,,.;-.1.46:,.,-,:,./4.114,-- 4 -� 1 . 1 �a.:. ,. * � �*' r �f � to � '6�'' ~ �+'-t ''.1 .3 , 1 , -. a ' ' #. ✓ � ..� / s 4 , : :; `� c .aiikt i jq + �, z 1 ; tom., + J a y ".' F ?X 7} A , •.., ,.a t''�t+ ?� q`a'y. „��.w �, � t:. T` 1 5 73 • ! ^ . � ".w.:.= ,, +' 4,,,11;44-' ' 4, F T j a ,Y n ` .+ tw H , 7 ✓3 �- j # ry ; » ,y, rl�+�f r K� .z *'ai' t ,,1 ,1; i" '?' '� & 4F�. t + ,4,.'; I,,, , "y4 t 4 r h * r t U �$ ; .,`f. r ..� `w , w Y r ,rs e _, ” ., +?-, " fC • ' * s .. fti, ' y ^ `lc' 7\ r ' '''t br ri f s ! K'tx4 t y 1th c 1 r te �- ,:S s t w L 't om s i,, z � k ? i 1 / �1T1 r - i s s� .i 1 /.4.r. - to o /t, -` � f . 1 n ti e j , Y � . �� , • • !' . a, s ,". .� T s �A�y u � : �tJ ? a J Yyy- } . r • ,t � �" �� y � ,i.w .' x �"! t 3 3 � � 4 c ` "�". ! - +�c� r a ' E� , � �,�*n ,fir , y� � ,v � �p�� ,� . ', ,' .fi '' { ' '.\',. ? d ,s a '^d � i+s. �V C f°, T -6 1; Z ,,' '. , .A,�Yr �r'S+F.-. ' mow ;.74 34 - 7 4., ? tt .: ,�s 'qr "..'/ 2 f" ' i' ` / z 4 y " v 7 x ✓ Y g i .l �. YF t. ! ° �,1 �?' . y' 1 .b r rx :. �- "� � �, s�`4*a � `.: +,aD k � � ,9°'t'y.,�a �/ p � y . , �i [ }`s� �t ?1' I i 'L ac^a• ,". ;' r c r�a.,�kA. INi k,41 .! 1 ,/ , ,, '^ . 'u '' ��r � ,r ?i' / �' !� '� J f , '1, . 1 . ), k'''' ' ' - " 1 -'' _ • r "f „ :. v ac :� - , y � . , A ' - ;.4 r `hy � 7�: ,ter t , . — .. ' . ,+. ' arcs. . £r: �a'"� '"tip : ...:rs?`, Figure 44: Site 26615, Feature 2 Overview to Northeast. SUMMARY: ST -4 excavation did not reveal a burial, nor did it produce any cultural material 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 manually - positioned boulders. Bedrock was encountered at an average depth of 0.40 m. In ' summary, nearly 70 percent of the volume of Feature 1 consists of bedrock, rather than the constructed material of Layer I and II (Figures 45 and 46). The lack of material remains, and the positioning of the features on bedrock a common indicate practi that these features were used in dry agricultural fields (c riculture. They were likely for foci of mulching, practice i £ ag Handy and Handy 1991:526; Lyman 1906:161). STATE SITE 266169 (TS - 34): Mfi FORM Mod ed out outcrop crop FUNCTION: Agriculture AGE: Pre- Contact DIMENSIONS: Length: 4.00 m; Width: 2.00 m; Height: 0.70 m (maximum) CONDITION: Poor SURFACE ARTIFACTS: None EXCAVATION: None 1 53 , k x �+tfi'7f d tYa` e •s l ^'•" 'F'r, '� .:40: -t P s � !Nfr- ti,., V+ �/4 .... • i ?1 3. -Z. 't. '� 4 F . i+ l "4', s i . i • ° t, ` � ., . , .. V • \ ', f s %• ' � � y ti , a> L `it �• ? . ♦ r t ' ' FA , fin r r f.I ., '10-. y . T '�a ' .t '' e � ti � ! • ,' f :, s ,; , ..,. Yr . 41. . ' k -� `� `y m 1Y ` =' L h `k , a � s � � f : ro.�. c �1—s -,� �,. - r °t'".'--^?. - + .p + e � 1 t 't' ^ /- , 7 : ) 1.' 1 » , •'1 r ,4P + 4 y ., t .. r. P`' 4$`�ct: : .. ,t - .� !;a ' 1: ,+nZP7* c* �'t�>k`'kr.`�;* �7 •` L 3 . +. -,„' , .+- fF' ''`i '%r r )�� ts M`E. . � ,� � < e * x�,,�y r r� a,��t s *�. K n ' , ,s" i flJ tdr x ti� ... ...., 1 ,'_ 4. 4-,... °r t 'a .. _ . �. 4 ' t 3 1 ,-0 ✓ M �'f „ • . 4 4x+ s . -s . .. , �, _ �+ +c,-,_ +. . `• * , 5.4+ K •fi e; r ,� , , * - e rr 4 .� ' /ri;� ` : --4 ti x'`" , v.a xuc . p',,,,, �e. . t .� . -,'\ nj .'si .... +;,,�+• l , '- "ai "�^` *<v. 4 Ge AO , • _:, l i "'4 = " ad s j 4,, -i 't ''" ..a� qa x . % t '� 4 v 'T�: ` . > ....:31A,...:- . Ac e.., '‘',4, • '. 36 . �` .yt. � r 4 . N '. 94 • y am ` < � a Q �1 •Y X '3 1 �iw K L� ' Y ,w� 'ti+ .15'1.; . y '.s; - ,.,.ate y,y 1 , " ,. . ',{ •,� � �y r e. '� nth / , d 4 4t Wt .., s til F s M,. s w tx -. - # 1 n,„, r r y ?n, may i7,'-'4..-.7. * .'y . `�iy l � �. y^ y ?,, .. • + z 'R-- r',. ;G :),f+� !.' T F �"\ q°_ 7'e K a' � y _ b y ti, ' a , I f �I.a'r' _ - }, .; y, V j L g w Y ,, a`. f,1, e. i a• v,,. `c .:: , ?; ir 4 ' , ; .,:ir '''''' , ,....., , .,, , , ,4„. : ; 7,.....: \ (.4 $' . ---- : ;:, .. . z `,f•; ,,j'r 1 { ,,,q41:, J .-. .A � +, � ,< 4 5 f ti •` { s , I' 4 4c g. - rr ''''. r r. `) ° , �° "'"4 -, x .' / °4' -.. /. -t f 9�, •, ti 's' ,...), t r ;fix s mow' '.so: Figure 45: Site 26615, Feature 1, ST -4 Post - Excavation, East Wall Photograph. ST-4 EAST WALL PROFILE Alb 40104.411pit7;0:At , a = i ,. ., �{ q = 11 = t1 BEDROCK ■�Q / . / / /// //= II UNEXGAVATED 0 KEY 11=11 = BEDROCK E= PEBBLE PAVING 0 = BASALT ROCK ® = BROWN (7.5 YR 3/3) SILT 0 20 40 60 cm Figure 46: Site 26615, Feature 1, ST -4 Post - Excavation Stratigraphic Profile. 54 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 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 FORM Modified outcrop FUNCTION: Agriculture AGE: Pre - Contact DIMENSIONS: Length: 3.00 m; Width: 2.00 m; Height: 0.70 m (maximum) CONDITION: Poor 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. STATE SITE 26618 (TS - 36): 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 platform 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 formed 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 platform, 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 information 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 4 f:-, , „ . 0 ` 4 - ` , > R .', s j- 4 ir 444t - Z.: N a rk . i Y"✓ ' . f .,ds ,. s � t -. r� v z Zr t .e, a 4 � .. y 6 _ 18'a ggg ra " S' P nti_ 'r 5`r s. 3 , ' .'. ' "' L s .11 �!f w,� r y ' i'" +Y-,. : s* :•LR . a t - i j 4 .,� ^- ' A -r' b � , . ., e ! x , -,g- „.: a "" F § ¢ • E � ' °�..' *m4 .e> . : � �. i • 4 ; ,.�g 4,,,,..- . ''r,, y - "�:'3 `t •, F .......:„.4,,...,,,,„ f q" ; +. �T ' . '..• '---", 4 -4-E' ° " 4 1: : " , � lY"�S ��� s�f y - ., ....,, '. {„sf` 6' .QSi"v :,i � y.? .Y t *� • • .s ti s �- a `'� q " °- x ti , �� xS !4".5.-,. r .t+ ,� t t S`��d1L„� • ,_. ij,=.' '- - - - ' ,� < °{ 1 is `.. / F k ' . F S .,' i fi :• t l a ° t s r -+• .,,� •�, '�A 1 :7- � ``� n z t � Id "*�� c 70 •'?�,�.r� !�"!�'v q• x�F� x G+ ' { s � b `C° .. Yc* s u ;' ' 5 :" ' :". "41, � W . -7. t+ �. c49 s�ca :s -",1°f • S, . 1 A' ' ° �, a h ` •p 4 I u P 4, *AI,' , „Yt. it, t., P.,v -- 1 ,. e.a l + - t .', , i j ' '. &ry -E dam. . ! + ' . :^,r, . �' .1 X ' ' t 3 • s ue" ` :e � � / '" � Y) �` , : r d l e: f , r 9 i� f fd rMr; r • !*k"--1:1. . � ,� . ,, ,.tt k -•= '..', v • ,4 • ' . "f ry - ie, " 0: " ' N '� ✓ n ', as r 3.,s , ':,. d �t ' tr' *f P . ' k( 3R ` / •r ; 4"''''.. "'�` 2.41v ` *V 4. ' 1 f4 € . ,� Y a `�� r � ++, r ;.,s ` A .,. u � -. y "` 4' ! tr ( I � r t S 7 " 'rc�ti r f � , / ci x `pf+ S w )t�� ., ''..( ' !� d wti.cr' g k O ! . f 4' t } ( r i + `k .aes v 1� i ' _ .. R! i ,, !i , u ,�4 7 11 w t � t' M fr C • u.� 1'^'. r, �4 s 1.- .,1� Figure 47: Site 22618 Pre - Excavation. View to Southeast. • �`4• BOULDER 'i i , . SURFACE "!� t 0 vv .' I. 101 27 m AT 240° �i�� j` • [31.1 M TOTS -28 .r i 1l #, G11= / =111*-- rt 1i. vv . 4 . �� 0 . /i -o �� p BOULDER // vv 11 % 1'• SURFACE • -- �O = n U Iv [120 ad.r !!' � ' ' ' 1.. v v` G ate' tt, KEY n =n =BEDROCK OUTCROP t 0 = BASALT ROCK MN *I = SITE TAG A I = POINTS DOWN SLOPE 0 1 2 3 m = POSITION OF ST -3 Figure 48: Site 22618 Planview. 56 dilMIIIIIIIIIIIIIIIIIIIIIIIII 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 materials recovered included kukui nut (0.9 g) and charcoal (4.7 g). Artifacts included four volcanic glass flakes, one volcanic glass edge altered flake, one coral abrader, and one piece of worked small/medium mammal long bone. . 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 m suggesting that the occupation was not an intense one. It is likely that this location was used intermittently by people planting, tending, and harvesting the fields. Their permanent occupation was elsewhere, most likely at the shoreline. STATE SITE 26619 (TS - 39): Platform J FORM Platform on bedrock outcrop 1 FUNCTION: Agricultural AGE: Pre - Contact - t DIMENSIONS: Length: 2.00 m; Width: 3.00 m; Height: 1.50 m (maximum) CONDITION: Good SURFACE ARTIFACTS: None 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 situated approximately 5.0 m makai of the mauka fenceline. The platform is constructed of cobble to boulder sized stones, with the highest facing being the makai (southwest) side at 1.50 m. The feature has been moderately modified by natural erosion. 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 FORM Iwi kupuna resting on cave floor. FUNCTION: Burial AGE: Pre - Contact DIMENSIONS: Length: 1.50 m; Width: 1.00 m CONDITION: Good SURFACE ARTIFACTS: None GPS: Not recorded EXCAVATION: None r 57 } _ .. . H I c.) ...■ .4 C6 el , g La 1 u I -s . I ..72612011 1 et ;.., cn : A.—. 6 W, 6 *6 '-‘" c c — 9 . ... 10 : 5, e 4 A r l : ,.. . Iv ...„.., N 4 = j 4 : i g., .-i c.J P4 W '.:. w fa lir LI 1 g -- • = 1 . ' c''''-` Li , ..., 0 . . 4 P6o 7.' a • Ao 4 u ,4 r• ,4 . er v. .< 1 n Ma 3 F-. Ln w ,..--- -= o , f, n =I a .3 = 4 C/) oo = ,--i cl I n .,- •■■ ! Cl) , 11L1 Min wit' c) kn Ll '73 ,..t. ' • -"..' Lo"4 .,-, ;-■ 4.4 P-1 00 kr) ! I . • _ ., , • •'•,n-L , •-- • • ' --- --7; :;"$.•'.4 . ' - ' . - ' '''.- ; - ■ • t „ 1,,,,S• • :. 7J•i• ' „.,' . • 7 • " '-;:„:-.:, "-. ' !•,,-• • -- • ,, -:'' I I i . . 1 , ;,-.q, .• ,-,,,,,..- •„...L....7,-• ..-. -:-''' -.- , A -? +•• V _ . ) 4, '' . ..k.„ •.',.. '' • '.0..:... , '.-, - , '.;•; :-,. .... .4±,.. ; . -.- - : •-:-,--- yvw i; ,,, 7,,,,,,,. .,,,,,,; . ,i°,I. ---:../",„... '';•-'4,:''\',/ ' - ' '',"1?' .. ' ' 1-' ' '4 1 i X441.V ,:.' li' "„if': \t'a,- . ;.■'• '''''''' ''. T - ' ...' " --- -^ -'- ';*" ''''' - '''' '"I !Ttf,",*'',4!"0-,1 ..' .; '..." -:'.. • . - - ' - ,! 1 •::. - .', ''' '-' : _ ' C ; C '' , . , i ' I O'',-,.. !*4..'1,' 't 4 : .: ' ," ;. " - 4: ''':--.-- '•- ' - ' - ''''''-'. -; A > :-7, ' ,, NL. \ - •[ - ... c ? ;' .!'‘.. CNACtii - . :' Cc •Z • r I ii,',--, c -' ': . , - '''...-7,34,•44. ,o ..-) ft,Wre, .‘ „ s;\-4t/-it 1 vivri . .A4 , - v , 'w - - tit , l ,,,,,, - .-. . .„.....—._...„,,,,,, -.., . \,„ .7,,f 7.,.4 ,.• k„ IfF, k .,...-. ke .\:. - , . • ,....,........;:..:1-.,,,F102:-.,i 4. w s4. .,2, i 1 ilf- ,..';:, 'N ,':-.::'::Y4 1- ' . `,\ • ,h '.' •:,!, P- • h - • . -.;: .4......%:..7:.,.:- ' ...f. . ' . . • 1 0 1 . -, z1., '5 ::', ':,-- -! ' ' — ', ---"' . \ ''''' ' ' - \ A.( - / it, . .:. ; ...-Az-,... ., , N .. 3,:;,... i,, . -7,. .., f ' z.,,, ,,.-"..- ..... . ::,• .. .: „... - . , .- 4,0 -. • ...., ck l .,..7.; . . •' • . . ..-...,,,•• ' . ,...- ..,::,-.:: .:-..: .4.- .. . r - ,! •-: tpk. 4,..&;e 0 rri,:•.. - ' , :-.4-A : .,,- ■-tz :•;., :41,;.), • • - •:,-- ,• \ '; i , it"*.9 t ,-, '.. ,,, -,-,:• ; '' - ' - '' .' . • ' - ' -'*".4,e! ik jigk'N.':' , ; - ,,,,! 1 :. -- 4 :% ::,'..f . ' ,- :'.4 .., - . . • ' . '. . • \ ".=..--„SV"....t. - ' , r-1 "1:;:.'''''' , ' - .,:',. ' ,.:' i- -..• • :■ - V itZkV0....." - .4* - 1 rq [ . -. • ,... .7•, , .- ' . • - '• ..i ..reii. •-,. - 14.1, - ...Q , .t. '' '' - ' 4 n'' 7 , 44 17- ''. •• -. ••:'' ' ', C' ' '':' ' ''-'' ... ' ' .4 - eci, ,- , 4 .riZ% - f W.' ': CI) ., :9' 1 :4; . . f '.4:f1:,1*;-!4 -' ‘ ,C ;4;; ; .- , ' :,- cC.... ; . , ! • ' .., !-` - ''''''':,... ' . --c - -- 2 , *--."J WX.„, - ,N;, .e N ,t- ' ,, -: ' - - *.,,,Ii-r.,' ' ,,,, ' . -°. ' 1- .;::' ' '114 , ,:, :, .-.'-',.:;:- :-'....*-7,4C: -_ ': - ; " CA ,. 4 I ,t - li . :401 ) ...r,;: ...,,• 1 ;.A - 4,.:,,,-ki! , °. ----::::,,.:.::::,'. : 7.k.:3_,. ,-.:.....0.2.51:51 ,, .. ,, i,6 ''. tr.0 'I. ', ::;;:..': :::.• ':' - 4 c t, ,T ' j ''. ' ' t '' . . , ik 4, ;(;;PizitOi '.: : '..' :,- , . --• :. , :• r',:g - L.- ' •zr 1 i t.:.-.4 ,.A.,,,,—, ,- .. <4.1 :,!..,, ,-, • ,-,:, ' .-.: • ,, A. i.v w ot , L q4i . -; : 4,34 ' ,, ift 24 4'% s i.', - .., ' 1='-'' . '" - - . : --,, '''-..-. - ..,-Th. — ' • ' - - J.* 0 .,: ...):',-,? r".. • 4 ' , :i'.-.5.::'i-.1'-•.' •, : - -i- . , = + E .. _ .. 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" 0 J I401 ...V. I; CAVE ENTRANCE • M 1301 t o E- a KEY O IF HEIGHT FROM CAVE FLOOR =AREA OF TS-40 J2UJ V �. TO CAVE CEILING (LN cm) 111111 REMAINS y r = BASALT ROCK jrci = MANDIBLE LOCATION ETI = LEFT INNO I 0 = LEVEL AREA LOCATION nII VATE r N 0 50 100 150 cm � a„.. I 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 J 1 ( 1 I CONDITION: Poor [ I SURFACE ARTIFACTS: None GPS: Not recorded EXCAVATION: None L; I DESCRIPTION: Site 26621 is the partial remains of one iwi kupuna. Most of the ri iwi are resting on a natural shelf 1.5 meters above the second major natural constriction in the Li cave chamber. The iwi are situated close to one another within a 40 by 30 cm area. No materials 1 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 l_i fragments here. Two molars have significant wear, indicating an adult that probably died at the 1 age of over 40 years old. The sciatic notches of both the left innominate are of a shape that H 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 i I 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. 1 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. ! 4 STATE SITE 26622 (TS - 42): Iwi kupuna in cave Site 11 FORM Iwi kupuna resting on cave floor. I FUNCTION: Burial ` AGE: Pre- Contact DIMENSIONS: Length: 0.40 m; Width: 0.40 m CONDITION: Poor 1,1 SURFACE ARTIFACTS: None GPS: Not recorded EXCAVATION: None DESCRIPTION: Site 26622 is the partial remains of one iwi kupuna. The iwi are 1 resting on the cave floor at the cultural end of a difficult to reach chamber that is lateral to the 1 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 I t 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 1. 1 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. L L1 C, 60 1 1 ■ CONCLUSION i DISCUSSION The pre - Contact and post- Contact feature types present in the project area conform 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. 1 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 i i 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. 1 Caves sometimes contain burials. There are three burial area's 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 I 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 Hawai`i Administrative Rules §13- 275 -6. To be assessed as significant a site must be characterized by one or more of the following five criteria: I (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 j distinction. 1 61 5 I f (D) It must have yielded or may be likely to yield, information important in prehistory or history. 1 E (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 Site# Significance Treatment 26593 Rock wall 1980 Cattle barrier D No Further Work 26594 Rock wall Ranch Cattle barrier 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 i 26600 Low mound Pre - Contact Agricultural D No Further Work 26601 Low mound with Pre - Contact Agricultural D No Further Work alignment 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 t ` 26605 Platform Pre- Contact Agricultural D No Further Work 26606 Platform Pre - Contact Agricultural D No Further Work f 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 26610 Platform Pre - Contact Agricultural D No Further Work f 26611 Kuaiwi Pre - Contact Agricultural D No Further Work i 26612 Enclosure Pre - Contact Habitation ' D No Further Work 26613 Wall Pre- Contact Agriculture ' D No Further Work t 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 Ku iwi Pre - Contact Burial in cave D, E Burial Treatment e Plan 26622 Ku iwi Pre - Contact Burial in cave D, E Burial Treatment Plan 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. 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 information 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 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. ti 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. 1 f t 63 1 1 () 1 REFERENCES CITED [11 Allen, M. S. r , 1984 Archaeological Reconnaissance Survey, Waiono Meadows Development Project L 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 1 Waio Meadows Ranch, Ltd. PHRI, Hilo. n Barrera, W., Jr. ' 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. 1 1990 Kaumalumalu and Pahoehoe, North Kona, Hawaii Island: Archaeological Inventory I 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. Comstock Cultural I Resource Management, Inc., Kamuela. Bollt, R. 1 2005 Tricks, Traps, and Tunnels: A Study of Refuge Caves of Hawai`i Island. Hawaiian Archaeology 10:96 -114. 1 Burtchard, G. C. 1995 Population and Land -use on the Keauhou Coast, the Mauka Lands Inventory Survey, 1 Keauhou, North Kona, Hawai `i Island, the Narrative, part 1. Submitted to Belt, Collins and Associates and Kamehameha Investment Corporation. IARII, Honolulu. Burgett, B. and P. H. Rosendahl g B., 1991 Archaeological Inventory Survey, Kealakehe Planned Community Project Area, 1 Lands of Kealakehe and Keahuolu, North Kona District, Island of Hawaii (TMK:7- H 04- 08:17,Por.12). PHRI Report 927 - 090991. Submitted to Housing Finance and Development Corporation, Honolulu. PHRI, Hilo. 1 Calis, I., M.T. Carson, M. Dega and R.L. Spear 1 2004 Data Recovery at the Phase I and II Portions of the Kahakai Development Project Area TMK (3) 7 -5 -20:1. SCS Report 209 -1. Prepared for Stanford Carr ( . Development, LLC. SCS, Honolulu. t . Carlson, A.K., and P.H. Rosendahl i , 1990 Archaeological Inventory Survey Pualani Development — Phase II. PHRI Report 764 - 061190. Prepared for Pualani Development Company. PHRI, Hilo. 2004 Archaeological Inventory Survey Pualani Development — Phase II. PHRI Report 1 2290 - 060104. Prepared for Westpro Development, Inc. PHRI, Hilo. 1 Colin B.L. and H.H. Hammatt L.. 2003 Archaeological Data Recovery Report Site 50 -10 -37 -6699. Prepared for Group Management, Inc. CSH, Lawa`i. , l 64 . .1 Corbin, A.B. 2003a Archaeological Inventory Survey and Subsurface Testing Ali `i Drive Coastal Parcel. PHRI Report 2324 - 101403. Prepared for H & D Edelbrock Trust. PHRI, Hilo. 2003b Archaeological Inventory Survey Sugar Cane Land Subdivision. PHRI Report 2308- 041503. Prepared for Uluwehi Properties, LLC. PHRI, Hilo. Cordy, R. H. 1981 A Study of Prehistoric Social Change: The Development of Complex Societies in the l : Hawaiian Islands. Academic Press, New York. 1995 Central Kona Archaeological Settlement Patterns. Department of Land and Natural Resources, State Historic Preservation Division, Honolulu. Ellis, W. 1969 Polynesian Researches. Charles E. Tuttle Company, Tokyo. Escott. G.G. 2003 An Archaeological Inventory Survey on Approximately 258 acres of land for the University of Hawaii -Hilo Mauka Lands Development Waiakea Ahupua'a, South Hilo District, Island of Hawari, Hawai'i. Scientific Consultant Services. Submitted to PBR 2004 Phase II Archaeological investigations at State Sites 50- 10 -21- 23499, 23515, 23516, 23517, and 23539 on lands of the Ke `amuku Sheep and Cattle Station located in the ahupua `a of Waikoloa South Kohala District, Island `I p f o s s of Ha wai [TMK: 3 -6 -7- 001:09]. Scientific Consultant Services. Submitted to U.S. Army DPW Environmental Division. Hammatt, H. H., D. F. Borthwick, B. L. Colin, I. Masterson, J. J. Robins and H. 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(II). Submitted to Gerald Park, Urban Planner. 65 1 N i ( } Hammatt, H.H. and D. Shideler 1989 Archaeological Reconnaissance of 24 Acres in Lanihau. Prepared for Lanihau 1 Partners. Cultural Surveys Hawai`i. 1 U Hammatt, 11.11., D. Shideler, R. Chiogioji, and D. Borthwick 1 1991 Archaeological Excavations at Lanihau 2 and Moeauoa 2, North Kona, Hawai`i r i Island. Prepared for Lanihau Partners, Kailua -Kona. Cultural Surveys Hawai`i. -1 Hammatt, H. H., D. W. Shideler, M. Stride, and I. Masterson '1 1994 Archaeological Inventory Survey for the Kealakekua Development Company Phase I k. 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 V. Chapter VII. Artifacts and Manuports from the Keopu Burial Site. Bishop Museum 1 f Departmental Report Series 86 -1. Submitted to Department of Transportation, 1 Honolulu. 1 Handy, E.S.C. 1940 The Hawaiian Planter, Volume I. B.P. Bishop Museum Bulletin 161. B.P. Bishop Museum Press, Honolulu. j Handy, E.S.C., and M.K. Pukui Tuttle Company, I l f Rutland, Vermont. - Haun, A.E., and D. Henry 2001 Archaeological Data Recovery Site 14130 TMK: (3) 7 -5 -17: Por. 1. Prepared for p i 3 Inaba Engineering. Haun & Associates, Kea'au. 1 2004a Archaeological Inventory Survey TMK: (3) 7- 5- 19:01. Prepared for Sunstone Realty ril Partners, LLC. Haun & Associates, Kea'au. 1 2004b Archaeological Inventory Survey TMK: (3) 7- 5- 20:68, 69. Prepared for Ali`i 14 Gardens Marketplace. Haun & Associates, Kea'au. 1 2005 Archaeological Inventory Survey TMK: (3) 7 -5- 16:59. Prepared for Bart Selmon. K Haun & Associates, Kea'au. Haun, A. E., J. D. Henry, J. A. Jimenez, M. A. Kirkendall, K. Maly, and T. R. Wolforth I 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 -5- 20:22, 34. ARCH 14- (' 158.1 Prepared for McCLAB Enterprises, Ltd. ARCH, Lawa`i. L [1 66 n l.) Head, J.A., S.T. Goodfellow and P.H. Rosendahl 2004 Archaeological Inventory Survey Ali`I Drive Parcels. PHRI Report 2340 - 091504. Prepared for Clark Realty Corporation. PHRI, Hilo. Henke, L.A. 1929 A survey of Livestock in Hawaii. University of Hawai`i. Research Publication, No. 1 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). PHRI Report 1348- 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, Cambridge. Johnson, K, and T.R. Wolforth 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. t , Kawachi, C. T. 1989 Pua `a 2: An Upland Habitation and Agricultural Complex in North Kona, Hawai`i { Island. Master's thesis, University of Hawaii Manoa, Honolulu. University ( Microfilms, Ann Arbor. Kelly, M. 1983 Na Mala 0 Kona: Gardens of Kona. A History of Land Use in Kona, Hawai`i. Bishop Museum Departmental Report Series 83 -2. Submitted to Department of Transportation, Honolulu. Kirch, P. V. 1985 Feathered Gods and Fishhooks: An Introduction to Hawaiian Archaeology and Prehistory. University of Hawaii Press, Honolulu. Kuykendall, R.S. 1957 The Hawaiian Kingdom Volume I, 1778 -1854. University of Hawaii Press, 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 1 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. I Franklin, pp. 9 -19. PRHI Report 1465- 092696. Prepared for Maryl Development, Kailua -Kona. PHRI, Hilo. I 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 Hawaii (TMK: 3 -7 -5- 19:5,38,40), by C.R. O'Hare and T.R. l Wolforth. PHRI Report 1807 - 101097. Prepared for Towne Development of Hawaii, Inc. PHRI, Hilo. I Newman, T. S. ' 1970 Hawaiian Fishing and Farming on the Island of Hawaii A.D. 1778. Department of 1 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. 1 Pukui, M.K, S.H. Elbert, and E.T. Mookini l 1974 Place Names of Hawai`i. University of Hawai`i Press, Honolulu. J i Piercy, L. W. l 1992 Hawaii's Missionary Saga. Mutual Publishing, Honolulu. Rechtman, R.B., and J.D. Henry l 1999 Archaeological Inventory Survey for the Kahului Bridge Replacement Project. PHRI Report 1945- 080499. Prepared for Ron Terry. PHRI, Hilo. I 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. J Reinecke, J.E. 1930 Survey of Sites on West Hawaii. Notes on file at B.P. Bishop Museum, Honolulu. l Robins, J.J., J.H. Toenjes and H.H. Hammatt 1 1990 An Archaeological Inventory Survey and Testing at Puapua `a, Kona, Hawai `1. 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. l 1973 Soil Survey of Island of Hawai`i, State of Hawai`i. U.S. Department of Agriculture - Soil Conservation Service and University of Hawai`i Agriculture Experiment Station. Government Printing Office, Washington, D.C. I D 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. 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 Surface Structures. Submitted to Kamehameha Investment Corporation. IARII, Honolulu. Walker, A.T., and P.H. Rosendahl 1988 Archaeological Reconnaissance Survey Pualani Subdivision. PHRI 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 Hawai`i Department l of Accounting and General Services, Honolulu. t 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- 009:5]. SCS Report 497 -1. Prepared for Mr. McKinley, Los Osos, California. SCS, Honolulu. 69 ) t.. APPENDIX A: RADIOCARBON DATE [ I I I t I I ( A _ _ _ /� 1 1 BETA ANALYTIC INC. UNIVERSITY BRANCH 'BETA! 4985 S.W. T4 COURT MIAMI, FLORIDA, USA 33155 DR. M.A. TAMERS and MR. D.G. HOOD PH: 305/661 -5167 FAX: 3051663 -0964 E -MAIL: beta@radiocarbon.com 1 REPORT OF RADIOCARBON DATING ANALYSES 1 Dr. Robert L. Spear Report Date: 4/4/2006 Scientific Consultant Services, Inc. Material Received: 2/22 /2006 Sample Data Measured 13C /12C Conventional Radiocarbon Age Ratio Radiocarbon Age( *) 1 f I Beta - 214796 f 40 +1- 50 BP -24.9 o/oo f 40 f/- 50 BP SAMPLE: SCSRC4S3 ANALYSIS : AMS- Standard delivery MATERIAL/PRETREATMENT : (charred material): acid/alkali/acid 2 SIGMA CALIBRATION : Cal AD 1660 to 1950 (Cat BP 290 to 0) i _______ i ... n;aw�. C , Ar... a a ■ . 9 C * (Rea fiawxi,r : mglaw :.t 600BP - SC sR X83 140±50 = I sigma 50013P r 1670 (11.45) 1760 1790 (0.55) 1960 E ::::: I ° 2.00B i 100BP `E' y r OBP I400CaIAD 1600CaIAD I300CaIAD 2000CalAD Calibrated date 1 J 1 J . l Al i 1- I I, t, ) Ti ) APPENDIX B: PROJECT AREA MIDDEN fl 11 n B 1 1 ; 11 { SCS PROJECT 648 MIDDEN INVENTORY SITE 26612 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag 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 - 115-1 1/3 31-45 Charcoal 0.8 g - - 0 cmbs - 1 TU -1 l/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 1 - ST -3 l/1 0 -33 Invertebrates 3.0 g - Cypraea sp. 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 l/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 1 Bl I 1 1 SCS PROJECT 648 MIDDEN INVENTORY SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 2 - ST -3 I/2 34 -66 Invertebrates 3.9 g - Cypraea sp. cmbs l 2 - ST -3 U2 34 -66 Invertebrates 0.2 g - Conus sp. cmbs 2 - ST -3 1/2 34 -66 Invertebrates 0.5 g - Non- diagnostic cmbs marine shell 2 ST -3 112 34 -66 Invertebrates 0.2 g Heterocentrotus cmbs mammillatus I 2 - ST -3 112 34 -66 Invertebrates 2.4 g cmbs Non- diagnostic Echinoidea 2 - ST -3 I/2 34 -66 Vertebrates 0.1 g - Osteichthyes i cmbs 2 ST -3 I/2 34 -66 Vertebrates 0.2 g Canis familiaris cmbs I 2 - ST -3 112 34 -66 Vertebrates 3.2 g cmbs - Sus scrofa (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 1/2 34 -66 Kukui 0.7 g - - LI cmbs 2 - ST -3 I/2 34 -66 Volcanic - 1 One interior flake cmbs Glass I i Debitage 2 ST -3 112 34-66 Edge Altered 1 Based on interior L cmbs Volcanic flake; altered edge is J Glass Flake slightly convex, unifacial, use -wear; 1.65 cm SCS PROJECT 648 MIDDEN INVENTORY f SITE 26618 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 1 . 3 - ST -3 113 67 -101 Invertebrates 1.0 g - Cypraea - cmbs caputserpentis , 3 ST -3 113 67 -101 Invertebrates 0.4 g Drupa rubusidaeus cmbs 3 - ST -3 1/3 67 -101 Invertebrates 0.2 g - Non - diagnostic j cmbs marine shell 3 - ST -3 113 67 -101 Invertebrates 0.2 g - Decopoda I cmbs 3 - ST -3 1/3 67 -101 Invertebrates 8.8 g - Non - diagnostic [1, cmbs Echinoidea fl, B2 C „._,,,,„„......„..,,,„_=_=,....._____________ __ _ _ _ _ _ ___ r 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 - - cmbs 3 - ST -3 1/3 67 -101 Kukui 0.2 g - - cmbs j SCS PROJECT 648 MIDDEN INVENTORY SITE TS -50 Field Feature Unit Layer Depth Collected Measurements Count Remarks Bag Material 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 1 - - Surface - Charcoal 64.2 g - - Dust I. ( , 1, i 1, B3 1 I L APPENDIX C: TRADITIONAL ARTIFACTS 1, -J {1 1 ri a) 1-4 x a) M 0 O -d a) ct . M O • 7,4 mi ii I to U O cq +r'+ •. z O U U ^ o N ( y i . 6 fir; IW d O E-q M M 1 ^ Q O ---- .) W 1 a /3.) a) U U o b 4. ( cs ;: I .� I ,--1 0 H a o g w va H � H > C7Q U > 1 ✓ ( * i ., N i M E. w� .--4 s a a s g a x E M M M M M I . Z ri CO 00 C4 . O El W i 00 W V) 00 00 00 00 00 J o N N N N N 0 Ix A P. Z7 1 v) W ,-+ .-. .-- N N En w J APPENDIX D: INVENTORY OF /WI KUPUNA D :.. s SKELETAL INVENTORY FORM RIGHT LEFT TS -40 7 f( / 1 1 k i / . '" LI3 , f 1 —) ,— Z__ !? YAY r .)), t - - -i i - _� \ 7 — + tII? ,■:\''' \ A . --i r , 11 ,.),-;,..,.;, ../7 g 1 I I : 1 l ) DU ..)..-) r ( . ,....„)., ) ,._; A 1 ii .&„ 0 -pc:66° ' ) a' 9 dr6Sci ..- ....4., 0,641N o � � ir ,.. (7-----N. 1 l ( 0 Q o ti 6,--c—D � > i ts 0 ,, '; K ,, „ *It* \ . 1 1 i I .1 t ✓ C'a 1 1 I ii )1 --s, c j R 2V > (} c=fl 5 0 jt l 6 : - .2... ) L :\ I - ' / 1: ',." ) 1r KEY m = PRESENT n = ABSENT ' D1 • -- ._ 1 RIGHT TS -41 LEFT Ng . a _. ( Ili i:) h )1 b4< ,a: w6 ‘1.,,r,vit 4,....k.o. 0 ,,,,, <z a �� m efkle A v .s.41,23. Ee .t.37c5o r igk) • � I 0 t \ o 17 I! ,� a ,,, " • l t '- ' • q *,,-; - .stv.10:12" 0 .. . b \ • c r - :‘, . Imo. . 1 ( v ....1 . -...:* t. „I itv • , t g^ a , 1 ._ I ,- - , -pi ----,- \ .\ • .w...._,,,..F41,4„,.. „ II 0 111 ' t. el 6 r B I � D2 1 i;,rx .4'ev ,' isStW6 YWwaw�"Wr��ub T.LS_._3.'*ri..;;Sn.£..' d.SC4"i fBSas'w�w.�Yr - ...- .....,.., »r:._ -ri.l .re+o.. .., -._ - . ... . .:.. _. r -. .. . .. PARCEL 41 TRAFFIC IMPACT ANALYSIS PROPOSED 54 SINGLE-FAMILY LOTS ON MAUKA SIDE OF QUEEN KA'AHUMANU HIGHWAY KAILUA -KONA, HAWAII TMK (3)7- 5- 017 :041 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 41, 14.707 acres, located just mauka of Queen Ka'ahumanu Highway and north of the Pualani Estates Subdivision. It is assumed that the primary access to this development will be by way of Ho' omama Street in Pualani Estates Subdivision,: and Puapua'anui Street in the 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 41 to develop that Parcel 40 has to develop concurrently. II. 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 41 subdivision is approximately 14.682 acres on Tax Map Key (3) 7-5-017:041. Current plans for the proposed subdivision will encompass 46 lots within a single- family subdivision with lot sizes of 7,500 ft' to 10,000 f 2. Page 1 of 16 APPENDIX C III. 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'omama 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 (Bill 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 -foot wide 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 QKII and Puapua'anui Street to Ho'omama Street, Hualalai Road and Puapua'anui Street to Ho'omama 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 (TIAR) 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 TIARR shall include projections for future traffic growth for a minimum of five -, ten- and twenty - years including other 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 101 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: TABLE 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 14.682 (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. O ur 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 ft residential lots, with approximately 20 percent of the land area going to roadways: Parcel 22 38 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 makai along Puapua'anui Street to the signalized intersection at QKH. 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. 1.067% increase in traffic per year on QKH, Lako Street and Puapua'anui Street can be expected. This percentage comes from the CH Hill traffic study prepared for the Lako 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 Hualalai 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 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 Purp oses, 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 travel. 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 116 67 Northbound Through 1129 919 Northbound Right 4 4 Southbound Left 78 52 Southbound Through 778 1 111 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 21 37 Page 6 of 16 Direction AM PM Northbound Left 52 17 Northbound Through 55 26 Southbound Through 32 57 Southbound Right 22 15 QKH 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 Direction Level of Service QKH and Hualalai Road Direction AM PM Westbound Left F F Westbound Right D C Southbound Left B B Hualalai Road and Hienaloli Road -- -1 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 lualalai 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 - with the "Highway Capacity Manual, Special Report 209, 2' 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 1 1 i speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety." There are six levels of operational conditions defined as I 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 1 the opening year. The following are the trips generated. TABLE 5 TRIP GENERATION S Time Quantity I Generator Enter % Exit I Parcel 40 1 AM 54 0.74 10 26 28 74 PM 54 1.01 35 65 20 35 Daily 54 9.55 516 Page 9 of 16 t 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 38 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 QKH 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 QKH are based upon the proportions of the various turning movements. Page 10 of 16 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 a ccordance 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. TAI3LE 7 TRIP DISTRIBUTION AND ASSIGNMENT AM PM Direction Exist 2015 2020 1 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 Through 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 PUAPUA'ANUI STREET Westbound Left 54 73 89 100 36 48 55 66 Westbound Right 133 180 218 246 75 100 122 138 Northbound Through 911 990 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 1208 ( 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 Westbound Through 42 47 51 59 29 39 42 48 Westbound Right 22 24 26 31 20 22 24 28 Paged 1 of 16 AM PM Direction Exist 2015 2020 2030 Exist 2015 2020 2030 Southbound Left 32 35 38 45 18 20 21 25 Southbound Right 32 37 40 47 18 24 25 29 PUAPUA'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 — 18 18 18 Westbound Through 118 128 139 164 56 61 66 78 Northbound Left — 15 37 37 5 12 12 Northbound Right — I0 10 10 — 7 7 7 VI. TRAFFIC AND IMPROVEMENT ANALYSIS 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 8 LEVELS OF SERVICE COMPARISON 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 PM AM 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 PUAPUA'ANUI STREET Westbound Left E F E F E E E F Westbound Right A A A A A A A A 0 Northbound Through 13 B B C B B B C 0 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 13 B 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 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 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 9.3 10.0 9.2 9.3 9,3 10.4 HIJALALAI ROAD AND PUAPUA'ANUI STREET Page 13 of 16 l `: AM PM Direction Exist 5 Yr 10 Yr 20 Yr Exist 5 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 B — 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 left 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 • 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 JNTERSECTION AT QKH AND PUAPUA'ANUI STREET (PROJECT'S PRIMARY ACCESS) Acceptable levels of service of "A ", "B" and "C" for all traffic movements except left-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 tinning, 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 leading to the primary project access at Ho'omama Street. Therefore, the proposed Parcel 41 development will have little or no effect on traffic at the Puapua'anui Street/QKH 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 becomes "B ". This intersection will serve as the secondary access point to the Project. I .. Page 15 of 1.6 13. Traffic Impacts from 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 "F" for the westbound left approach. Although the levels of service were "F" for both the westbound left and westbound approach traffic at the Hualalai Road/QKH 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/QKH 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. C. Conclusion 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 13" 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 • OPERATThIG AGREEMENT FOR WAIAHA SYSTEM, LL C, A HAWAII LIMITED LIABILITY COMPANY (Waiaha Water System. South) - } September 24, 2007 j J 4829- 1826 - 3297.1 APPENDIX D OPERATING AGREEMENT FOR WAIAHA SYSTEM LL C, A HAWAII LIMITED LIABILITY COMPANY This Operating Agreement is made as of September 72 1 , 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. 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 teuns and conditions of this Agreement, as it may from time to'time be amended. ARTICT F. I. CERTAIN DEFINITIONS Unless otherwise defined in this Agreement, the following terms have the meanings set forth below: 1.1 "Act" means the Hawaii Uniform Limited Liability Company Act, Haw. Rev. 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 controlling, controlled by, or under common control with such Person, (ii) any officer, director, 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 terms "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. 4829 -1826 - 3297.1 i (--- EXHIBIT A MEMBER CAPITAL CONTRIBUTIONS I NAMES, ADDRESSES, AND RELATED INFORMATION. (As of September 24, 2007) 1 Units & Capital Percent Member- Contributio age Member TMK ship n ($) Interest r Interest ( %) 1 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 I • eastwest @lava.net • Samson LLC (3) 7 -5- 010:013 110 99,000.00 10.56% Dwayne Betsill - eleuteneker @betsillbuildor.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% f Taylor Easley /Cot - or 'lanai Lot Al (portion) taylor.easley @morganstanlry.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 l JKS Partners LP (3) 7- 5- 017:040 - 43 38,700.00 • 4.13% I . Jim Schuler Brian R. Cook Development, Inc. (3) 7 -5- 017:041 ' 44 39,600.00 4.22% Brian Cook 1 , brcdincl@yahoo.com Hu -Ko -Pa (3) 7- 5- 017:042 79 71,100.00 7.58% I . 1 The Percentage Interest of each member reflected in this Exhibit A is rounded up to the nearest hundredth. 22 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 $638,004.00, and has 1 1 elected to aIIocate 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. f - 4829 -1826 - 3297. er .■r.. EXHIBIT D ALLOCATION OF SOUTH WATER COMMITMENTS TMK PARCELS NUMBER OF WATER NAME OF DEVELOPER COM ETMENTS / EQUIVALENT UNITS OF WATER TMK (3) 7 -5- 003:005 76 KONA VENTURE CORP. 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 TMK (3) 7 -5- 017:005 170 LAVA KUAKLVI, LLC TMK (3) 7 -5- 017:031, 12 MA.KUA LANI SCHOOL LOT Al (portion) TMK (3) 7- 5- 017:031, 22 THE KONA COFFEE & LOT Al (portion) TEA COMPANY TMK (3) 7 -5- 017:031, 25 DAVID SANSONE & LOT A2 AVILA PROPERTIES TMK (3) 7 -5- 017:040 43 JKS PARTNERS LP TMK (3) 7 -5- 017:041 44 BRIAN R. COOK • DEVELOPMENT INC. TMK (3) 7 -5- 017:042 79 HU -KO -PA 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 -15) and larger (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 tb be allocated to TMK Parcels whose land area and zoning are Single Family Residential (RS -I 0) and smaller, and Multiple - Family Residential (RM- I). The developers of non - residential Iots or units within the TMK Parcels zoned Commercial or Industrial, or any other zoning district not provided for herein, are advised to consult with DWS on the number of water commitments) /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 l7 l , COUNTY OF HAWAII ` • STATE OF HAWAII i ' -.., rat, or'N►•� BILL NO. 163 ORDINANCE NO. 10 2 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 — 5 ACRES (A -5a) TO SINGLE FAMILY RESIDENTIAL — 10,000 SQUARE FEET (RS -10) AT KAHULUI 2 NORTH KONA, HAWAII, COVERED BY TAX MAP KEY: 7- 5- 017:042. 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, 1- lawai`i, shall be Single Family Residential — 10,000 square feet (RS -10): Beginning at the Southwesterly corner of this parcel of land, being also the Southeasterly corner of Lot C and a point on the Northwesterly side of Royal Patent 6716 Land Commission Award 4887, Apana 2 to Thomas Sams the coordinates of said point of beginning referred to Government Survey Triangulation Station "KAHELO" being 1,620.97 feet North 5,817.15 feet East and running by azimuths measured clockwise from True South: Thence, for the next five (5) courses along Lot C, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 1. 155° 19' 50" 720.66 feet to a point; 2. 243° 44' 29" 221.15 feet to a point; 3. 268° 09' 17" 195.04 feet to a point; 4. 257° 27' 50" 239.26 feet to a point; 5. 170° 04' 30" 59.16 feet to a point; Thence, for the next seven (7) courses along the Southerly side of Hualalai Road: -1- Planning Dept. Exhibit 52-- 6. 246° 45' 30" 2.79 feet to a point; 7. 260° 04' 30" 46.36 feet to a point; 8. 255° 58' 30" 36.15 feet to a point; 9. 256° 57' 30" 44.68 feet to a point; f { 10. 252° 02' 00" 31.42 feet to a point; 11. 252° 59' 30" 70.91 feet to a point; 12. 250° 07' 30" 33.72 feet to a point; Thence, following along Lot E, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 13. 338° 16' 12" 715.98 feet to a point; Thence for the next sixteen (16) courses along the middle of a stonewall; along Royal Patent 6716, Land Commission Award 4887, Apana 2 to Thomas Sams and partially along Lot 131 and Lot C Pualani Estates Subdivision: 14. 85° 56' 30" 65.91 feet to a point; 15. 72° 13' 00" 138.54 feet to a point; 16. 72° 29' 10" 30.29 feet to a point; 17. 69° 34' 14" 121.45 feet to a point; 18. 71° 11' 30" 111.11 feet to a point; 19. 74° 31' 25" 38.40 feet to a point; 20. 68° 46' 06" 54.35 feet to a point; 21. 70° 11' 27" 56.27 feet to a point; 22. 82° 34' 25" 44.90 feet to a point; 23. 78° 04' 49" 47.37 feet to a point; 24. 70° 42' 35" 15.48 feet to a point; 25. 64° 13' 33" 12.84 feet to a point; 26. 59° 16' 06" 21.06 feet to a point; 27. 55° 06' 36" 33.16 feet to a point; 28. 76° 04' 15" 40.32 feet to a point; 29. 63° 16' 48" 55.43 feet to a point of beginning and containing an area of 14.437 Acres, more or less. 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: -2- 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. 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 within 180 days from the effective date of this ordinance. 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 -3- 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 Hualalai Road and Paulehia Street shall meet with the approval of the Department of Public Works. The applicant shall realign the right -of -way line along the entire subject property frontage of Hualalai Road to provide an property g b j p P Y 6 P alignment meeting with the approval of the Department of Public Works and dedicate additional right -of -way to the County equal to 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 frontage and dedicated to the County upon request, at no cost to the County. F. The applicant shall provide improvements to the entire property frontage along Hualalai Road, consisting of, but not limited to, grading, pavement widening, drainage improvements, and any relocation of utilities, meeting with the approval of the Department of Public Works. G. Install street lights, signs and markings on Hualalai Road, meeting with the approval of the Department of Public Works, Traffic Division. H. Roadway connections to adjoining parcels (TMK: 7 -5 -17: 41, 44, and 43) shall be provided. 1. The applicant shall construct a north -south connector road between Paulehia Street and Hualalai Road which shall be constructed to "Minor Street" dedicable standards and dedicated to the County at no cost. Concrete curb, gutters and sidewalks shall be provided in areas of pedestrian traffic in conformance with adjoining development and the Department of Public Works' policy. No security gate shall be installed on any roadway of or entrance to this project. The developer, the homeowner, and /or the -4- 1 te r... I 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 provide repair to any public facility damaged by the landscaping. J. Vehicular access to individual lots shall not be allowed from Hualalai Road. K. All development - generated runoff shall be disposed of on -site and not be directed toward any adjacent properties. L. A Solid Waste Management Plan shall be submitted to the Department of Environmental Management for review and approval prior to Final Subdivision Approval. M. If required, 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. N. Planned subdivisions within 300 lineal feet of an existing sewer system shall install a sewer extension to connect to the county sewer system. Any new sewer extension to the county sewer system requires the submittal of a sewer study by the applicant to the County of Hawaii, Wastewater Division (COH -WWD). The sewer study is intended to define the wastewater flow contribution from the proposed site, evaluate the impact to the existing sewer system, and propose an appropriate sewer extension alignment based on the results of the sewer study. The sewer study shall be prepared in accordance with the City & County of Honolulu Design Standards. Design plans for construction of a proposed sewer extension shall also be submitted to the COH -WWD for review and approval. Documents shall be prepared in accordance with Hawai`i County Code, Chapter 21 — Sewers, Hawai`i Administrative Rules, Title 11, Chapter 62 — Wastewater Systems, and COH -WWD Sewer Standards. -5- 0. 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 projects of the State of I Hawaii. P. Earthwork and grading shall conform to Chapter 10, Erosion and Sediment Control of the Hawai`i County Code. Q. Comply with Chapter 11 -55, Water Pollution Control, Hawai`i Administrative Rules, Department of Health, which requires a NPDES permit for certain construction activity. R. 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. S. 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, Hawaii 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. T. 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 -6- {j� J {f� i 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 1 the Honolulu Consumer Price Index (HCPI }. The fair share contribution shall have a maximum combined value of $11,506.13 per single - family residential unit. The total amount shall be determined with the actual 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: • $5,548.46 per single - family residential unit to the County to support park and recreational improvements and facilities; • $267.66 per single - family residential unit to the County to support police facilities; • $528.66 per single- family residential unit to the County to support fire facilities; • $231.45 per single- family residential unit to the County to support solid waste facilities; • $4,929.90 per single - family residential unit to the County to support road 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, fire, police, solid waste disposal facilities and roads within the region impacted by the proposed development, subject to the review and recommendation of the Planning Director, upon consultation with the appropriate agencies and approval of the County Council. The applicant may receive a credit against the fair share contribution required for the road and traffic improvements in the amount of the costs of land and construction of the improvements to Hualalai Road and the north -south connector road described in Conditions D, E and H -7- - I respectively herein. U. Should the Council adopt a Unified Impact Fees Ordinance setting forth criteria for imposition of exactions or the assessment of impact fees, conditions included herein shall be credited towards the requirements of the Unified Impact Fees Ordinance. V. The applicant shall comply with all applicable County, State and Federal laws, rules, regulations and requirements. W. An annual progress report shall be submitted to the Planning Director prior to the anniversary date of the effective date of this amendment. The report shall address the status of the development and the extent to which the conditions of approval are being satisfied. This condition shall remain in effect until all of the conditions of approval have been satisfied and the Planning Director acknowledges that further reports are not required. X. An initial extension of time for the performance of conditions within the 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. -8- • 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. 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 HAWAI`1 Kona , Hawai`i Date of Introduction: January 6, 2010 Date of 1st Reading: January 6, 2010 Date of 2nd Reading: January 22, 2010 Effective Date: February 1, 2010 REFERENCE: Comm. 578.3 -9- 9 1 1 i --- A-5G A -la A -5a 0 A -la `) PLAJ)1 A TO GRICULTURAL - 5 AC (A- a) 5 10,000 SQUARE FEET IRS -t 0} 0 14.437 ACRES 9 6 041114 A -la lio Ala A - 5a A -la . A -5a 1 L620.97N , INAI. 1-, 0 611. K. t /7EL0: � �� � ik •• *�� 411 A 5a X11* O • r �' s• * ' 1 A -5a �� � n►► � � � MN W: .� ai lLa1 RS �e1 liar liar 1' it Ka u A -5a RS -7.5 O 1 ` sr • ' Si •. O 4 fa CN-20 t , �. *v :' : %. ni GM • CN -20 . At � . � � , 1101,1110 � 1i�� S � �: se ^ � . RM -2.5 R5-7. . . • ... , o �� ''O f P p 600 1,200 2,400 3,600 1 Feet ■� 11� * MENDMENT TO THE ZONING CODE 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 - 5 ACRES (A -5a) TO SINGLE FAMILY RESIDENTIAL - 10,000 SQUARE FEET (RS -10) AT KAHULUI 2nd, NORTH KONA, HAWAII MAP PREPARED BY: COUNTY OF HAWAII, PLANNING DEPARTMENT TMK: 7.5- 17:42 .„1 1(0 �l� DATE May 1 8, 2009 EXHIBIT "A" [I 1 � C-5116- (Flu K Mao 12641 OFFICE OF THE COUNTY CLERK County of Hawai`i pE E - :i ED ' Kona, Hawai `i 1 Introduced By: Brenda Ford w., ROLL CALL VOTE Date introduced: January 6, 2010 •1IAYES AL-NAS ABS EX First Reading: January 6, 2010 Enriques 'd __ Published: January 16, 2010 Ford X Greenwell X REMARKS.: Hoffmann X Ikeda X Naeole- Beason X Onishi x Yagong X Yoshimoto X Second Reading: January 22, 2010 8 1 0 0 To Mayor: February 1, 2010 Returned: February 10, 2010 ROLL CALL VOTE Effective: February 1, 2010 AYES NOES ABS EX Published: February 23, 2010 Enriques X Ford X REMARKS: Greenwell X Hoffmann X Ikeda X Naeole- Beason X Onishi X Yagong X Yoshimoto X 6 1 2 0 • I DO HEREBY CERTIFY that the foregoing BILL was adopted by the County Council published as indicated abo e. /11.1.1k APPROVED AS TO FOR l ND LEGALITY: COUNCIL CHAJRMAN • DEPUTY PORATION COUNS L COUNT F HAWAII Date FEB 3 2010 COUNTY CLERK 163 (Draft 2) Bill No.: l ist Reference: C- 578.3/PC -60 Appro %ed /Dfsal roved this day o f �rJ /b C 20 !v Ord No.: 10 2 MAYOR, COUNTY OF HA WYA1 'I DEPARTMENT OF PUBLIC WORKS COUNTY OF HAWAII HILO, HAWAII k , 3 { r 8: DATE: Jujy ' 3, 2010 Memorandum TO : B.J. Leithead -Todd, Planning Director Planning Department FROM : Ben Ishii, Acting Division Chief/ „/ Engineering Division (- ) SUBJECT : Change of Zone Application (REZ 10 000129) SLUBA (SLU 10- 000029) Applicant: Brian R. Cook Development, Inc. Location: Kahului 2', N. Kona, HI TMK: 3 / 7 -5- 017:041 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, improv eats- to.=_a—. . . - repetitive loss structures or substantial improvements of structures witlin:e t /Ef' >;" -y, p Zone will be subject to the requirements of Chapter 27 - Flood Plain Mi nagerpe nt,, 711' Planning Dept. Exhibit �y.. Memo to P13- REZ 10- 000129 July 13, 2010 P.2of3 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 land 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 proposed channelization of Waiaha Drainageway Splitflow No. 2 must be evaluated for increased flow during high probability events as the drainageway has no developed outlet to the sea. Rather, it flows across developed properties downstream of the subject property. Any increase in frequency, rate or velocity of flow shall be mitigated within the subject property as a condition of the subject development. 5. 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 40 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 applicant shall extend Ho'omama Street to dedicable standards with concrete curb gutter and sidewalks meeting with the approval of the DPW. Install street lights, signs and markings meeting with the approval of the DPW, Traffic Division. The applicant shall construct all improvements at no cost to the County prior to final subdivision construction approval and dedicate the street 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. Memo to PD- REZ 10- 000129 July 13, 2010 P.2of3 5. Access to Hualalai Road, including the provision of adequate sight distances, shall meet with the approval of DPW. Vehicular access to the individual Tots shall not be from Hualalai Road. 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 46 units in this parcel. Using a Trip generation factor of 1.01 the average number of P.M. peak hour trips generated is 46 (less than 50). Portions of the property are currently shown to be dedicated to roads drainage and parks. The applicant should be held to the number of units proposed or the trip generation would need to be re- evaluated and the TIAR may trigger required mitigation. 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. 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 � WATER SGA` • i19 49 s DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII �rY p FHAW pp,�� A 3 4 5 KEKUANAO`A STREET, SUITE 20 • HILO, HAWAI'I 96720 TELEPHONE (808) 961 -8050 • FAX (808) 961 -8657 July 12, 2010 TO Ms. BJ Leithead -Todd, Planning Director ; x Planning Department .. FROM Milton D. Pavao, Manager r�) SUBJECT: STATE LAND USE BOUNDARY AMENDMENT APPLICATION (SLU 10- 000029) REQUEST: AGRICULTURE 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- 017:041 We have reviewed the subject applications and have the following comments and conditions. Please be informed that the applicant is a 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 44 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 44 single - family dwellings. The applicant has proposed a 46 -lot development for which two (2) additional units of water will be needed. As the applicant has indicated that the two (2) 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: [SCANNED Planning Dept. JUL 13 MO Exhibit f Bog 49 39 .. .Water, Our Most Precious Resoutce ... K14. r[Nai pane ... - TI-.., fln...,.1r......4 ..L \A /nl�. C. n..l., �...... C.. nl (l..nn.4 ...f., ...... ,..J... .....I .......1... ,... Ms. BJ Leithead -Todd, Planning Director Page 2 July 12, 2010 a. water mains capable of delivering water at adequate pressure under peak -flow and fire -flow 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 Hawaii, 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. Sincerely yours, Mi • D. Pavao, P.E. l M. . ter FM:dfg copy - Brian R. Cook Development, Inc. Sidney M. Fuke, Planning Consultant William P. Kenoi Darryl J. Oliveira Mayor i , • Fire Chief l f a `t JUN `I`a : 7 �` �''TE o. �.�'' = Glen P. I. Honda y `%. „,''' — Deputy Fire Chief ou T - utp of a tha ` Qt HAWAI'I FIRE DEPARTMENT 1 25 Aupuni Street • Suite 2501 • Hilo, Hawaii 96720 (808) 932 -2900 • Fax (808) 932 -2928 June 24, 2010 TO: BJ LEITHEAD TODD, PLANNING DIRECTOR FROM: DARRYL OLIVEIRA, FIRE CHIEF SUBJECT: 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 T. COOK DEVELOPMENT INC. TAX MAP KEY: 7 -5 -17-41 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 additional fire protection as specified in Section 10.301 (b). Planning Dept. Exhibit SC ANN OM 4514 Hawai'i County is an Equal Opportunity Provider and Empl erBY • BJ Leithead Todd June 24, 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. "(1) 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 %) ' 00/i/St0 a BJ Leithead Todd June 24, 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. Z R LIVEIRA Fire Chief RP:lpc • William P. Kenoi • + � ;. • Lono A. Tyson Mayor - = JArgr: Director ,J1 ii ` 2 = .' 5: 1 46 • � • .` , ,,, . , w :• . � - Ivan M. Tort oe William T. TakabarE •;;►.'x' " g Managing Director • - - Deputy Director (It uxttij .af paint • DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo, Hawai'i 96720 (808) 961 -8083 Fax (808) 961 -8086 http : / /ca.hawaii.hi.us/directory/dir envmng.htm MEMORANDUM Date : June 16, 2010 To : BJ LEITHEAD TODD, Planning Director From: LONO A. TYSON, Director �It` Subject: 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. TMK: 7 -5 -17:41 We have reviewed the subject application and offer the following recommendations: D E P A R T M E N T COMMENTS: Re c-0 c c A t t$ tEjW 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 Hawaii' i County Code. ( ) Require Council Resolution to approve sewer extension in accordance with Section 21 -26.1 of the Hawai' i County Code. Complete Sewer Extension Application. ( ) Require extension of the sewer system to service the proposed subdivision in accordance with Section 23 -85 the Hawai'i County Code. ( VCheck or line out as applicable: d - by Director of the Department of Environmental Management ( "Director of DEM"), [ /] applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. Applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require, which the sewer study may indicate are advisable for mitigation of impacts of the / proposed project. Contact Wastewater Division Chief for details. ( vf Other: PP% * L-A 1 G s T �t. Ey S h .57 L=d °T K e i QED %c /'[ °t e Ip - rro l w--G' SOLID WASTE COMMENTS: (Contact Solid Waste Division for details.) Co (.4_N ( ) No comments (,X) Commercial operations, State and Federal agencies, religious entities and non - profi organizations may not use transfer stations for disposal. E+ D ( Aggregates and any other construction/demolition waste should be rewa s i yAer p IN ,` its fullest extent. y B y' 0 6 4 0 �' 4 ('; } Ample and equal room should be provided for rubbish and recycling. Exh l PIPIT 0 -- - --- - o..,.,. ,.c r,........ ,.o v,,.....: :......, c,...,. n .............:... n�....:ae..,..a c.....n...e. i c i_E- . / a ) 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. (A) Submit Solid Waste Management Plan in accordance with attached guidelines. ( ) Existing Solid Waste Management Plan is to be followed_ provide update to a department on current status. ( ) Other: cc: SWD, WIND 12662 ppr ; Lono A. Tyson William P. Kenoi 'I*: �.�,•.� :' Mayor -- - '"' Director ?�TF cF N' �`�,` Ivan Torigoe Deputy Director CUMIN INN .flip rat`t DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo, Hawai'i 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: f - A 4. 1 Lono A. Tyson DIRECTOR County of Hawai' i is an Equal Opportunity Provider and Employer. . E ...� : - LAURA H. THIELEN { LINDA LINGLE . ' S & BOARD OF LAND AND N RESOURCES 5`1 GOVERNOR OF HAWAII �!,_ �, $ j � . +y °�f � � i N I N° fi I I y N T ,. / ti n . / C° COMMISSION ON WATER RESOURCE MANAGEMENT' = 7, ` o �� a ` nd ydr`, 7,.i JUL 1 1`4;75 -6 ��, o , STATE OF HAWAII ��� - DEPARTMENT OF LAND AND NATURAL RESOURCES LAND DIVISION S4 teofHO'' 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- 000029) Change of Zone Application (REZ 10- 000129) 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 a separate letter. Should you have any questions, please feel free to call our office at 587 -0433. Thank you. Sincerely, (5/0641U / b4 Morris M. Atta Acting Administrator iU s 3 7010 \ 9 Plannin Dept. �-�� Exhibit 7 eu .rr..l.rr�.l r I , h OF - h LAURA Ii INIEL N LINDA LINGLE �P \9s�{�sa\'''''''' n\IRII6sc� GOVERNOR or HAWAII / j p VW� II :VI) V.:I) \JI,\ \ II�R I RI Y)I Iti .R ' ^ I I \II II. ,N \\ l ll It RI Si it I 1 111 \ \�V .1: )'I I+ \7 1 RECEIVED { j 1 � 1 -I�, sir c cp RECEIVED _ ile1,, 44' � a LAND DIVISION �andann N a , y 't . w .„. p a? f o _ 4, . q e 4 �9 F ,y. o t11d :FciL P � 3 a,r ' STATE OF HAWAII Si rii DEPARTMENT OF LAND AND NATURAL RESOURCES _ n Q LAND DIVISION �� IiU Sc Ha�a` POST OFFICE 130X 621 NATUt A RESOURCES srdteof HONOLULU, HAWAII 96809 STATE.. OF HAWAII June 20, 2010 MEMORANDUM g n TO: DLNR Agencies: rn • = , x Div. of Ac iatic Resources c), N.) a m Hof boating & -c ecreation `Q , /x Engineering Divis - o ‘.. = givv o o� f F & Wildlife ' c - ) • _Div. of State Parks r `' v, ry x Commission on Water Resource Management - _Office of Conservation & Coastal Lands . ' _ Land Division — I / ::- FROM: Charlene Unoki, Assistant Admin r. t. SUBJECT: State Land Use Boundary Amendment Application (SLU 10- 000029) from Agricultural to Urban and Change of Zone Application (REZ 10- 000129) from A- 5a to RS -7.5 LOCATION: Island of Hawaii APPLICANT: Brian R. Cook Development, Inc. 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) Comme is are attached. Signed: / -,a/ Date: k y 1sra w 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: C HAIL CHIEF ENGINEER Date: tp/ 1 tiaiiiiiiiMillk I ■ "'Oa tE . LAURA II IFIIE FN 111 \lltlt'it �. 9 3 LINDA LINCLE P - r \ V �s� v uu \I I> n 1. \.\ u \ \ I \ V II 1111 .RI . 1 5er 1 OOVCRNOR OF HAWAII 9/r � � V i � I n , N \ \ \ I L R 11I I RI I .IANN Sll'j 1 �,u „ � o` v eld and Iva ' - 4- RPGTE11 - r C l d 1 a nn o j 1 STATE OF HAWAII � �' � DEPARTMENT OF LAND AND NATURAL RESOURCES 3/ 6 c7 LAND DIVISION St ateofWO \ POST OFFICE BOX 621 I HAWAII 96809 June 20, 2010 1 MEMORANDUM cn r- TO: I:N1f Agencies: ~ V4y "”- sa M x Div. of Aquatic Resources - r- cn _ - � -e- cean Recreation -, :=r) arr; ti . x Engineering Division = cry ; . < _Div. of Forestry &Wildlife n me t ` ! I J Div. of State Parks -�sa. w Z PA/ s _ ; r i . ,1 2010 x Commission on Water Resource Management ` CD cy� ,,�� _Office of Conservation & Coastal Lands k {;.7`' _Land Division - / 1 FROM: Charlene Unoki, Assistant Admin - r.t• SUBJECT: State Land Use Boundary Amendment Application (SLU 10- 000029) from Agricultural to Urban and Change of Zone Application (REZ 10- 000129) from A- 5a to RS -7.5 LOCATION: Island of Hawaii APPLICANT: Brian R. Cook Development, Inc. 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 hav- no comments. ( ) Comme ar- attached. Signed:�`01 r , , ! Date: 2 2010 , 401111111111111111111111111111111 LINDALINGLE pc H CHIYOME L. FUKINO, M.D. GOVERNOR i9 se` Director of Health 'L t & } ti a ri" 2010 J1 13 AM la 37 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 Inouye Acting District Environmental Health Program Chief SUBJECT: 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 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. SCANNE Exhibit I Okla 43 BJ Leithead Todd July 12, 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 /env ironrnental /water /cleanw titer /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 /genl - index.html. 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] BJ Leithead Todd July 12, 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 /health/environmental/ env - planning /landuse /landuse.html. 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 Depaitment 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- 000029 REZ 10- 000129.my i■■■, SidneyFuke, Planning Consultant 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 PLANNING :1 P _- T " T • Planning • Variance - Zoning Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 ( *( ; r ;. r } yl t • Subdivision • Land Use Permits E -mail: sidfuke @hawaiiantel.net • Environmental Reports 2010 JUL --4 Aft 11: 01 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: Brian C. Cook Development, Inc. TMK: 7 -5 -017: 041 (REZ 10- 000129 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. inckke��rel , SIDNEY M. FUKE Planning Consultant 1i,t ?j Copy — Brian Cook w/ enclosures via email ,; 41 Planning Dept. Exhibit 7 ..�r i■■ ■/ SidneyFuke, Planning Consultant PLAN 4 !{ 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 �, _ r I ; Planning •variance •Zoning Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 • Subdivision • Land Use Permits E-mail: sidfuke @hawaiiantel.net Environmental Reports E i .11,11 2 1 ''( : 15 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: Brian C. Cook Development, Inc. TMK: 7 -5 -017: 041 (REZ 10- 000129) 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 Management Agency. Planning Dept. SCANNED Exhibit 0 6'5 f zb 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 align 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 two (2) 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. incerely, SIDNEY M. FUKE Planning Consultant Copy — Brian Cook w/ enclosures via email • SidneyFuke, ,ng Consultant mia 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 •iw l • Planning •Variance •Zoning Telephone: (808) 969 -1522 • Fax: (808) 969 -7996 Subdivision •Land Use Permits E -mail: sidfuke@hawaiiantel.net • Environmental Reports 2V) 115 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: Brian C. Cook Development, Inc. TMK: 7 -5 -017: 041 (REZ 10- 000129) 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. SCANNED atid1 BY. Ms. BJ Leithead Todd, Director August 11, 2010 Page 2 b. Infzll. 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. Sincerely, .\la SIDNEY M. FUKE Planning Consultant Copy — Mr. Brian C. Cook Development, Inc. via email SidneyFuke, Pi.. .,ig Consultant 100 Pauahi Street, Suite 212 • Hilo, Hawaii 96720 Zoning Telephone: (808) 969 • Fax: (808) 969 • Planning • Variance • • Subdivision • Land Use Permits E-mail: sidfuke@hawaiiantel.net • Environmental Reports August 11, 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: Brian C. Cook Development, Inc. TMK: 7-5-017: 041 (REZ 10-000129) 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, 61 j k\i\i\N SIDNEY M. FUKE Planning Consultant Enclosure Copy — Brian C. Cook Development, Inc. via email sicANN 651 -COA IA ByV t a to t I . . • . . ; : • • _.. .: .. ,... • WITCHER ENONEERING LIP . .., Principal CijitSilliiit Civil En§itiO.ets Bruce E. Witthei P.E. Construction Managers August 9; 2010 . . Mr. Sidney.Fuke; ..— ,,._. . .. . .... ... .. Sidney Flike'Plannitig.:C.OrittiltOtit ..., 100 Pauahi Street, stp..I12 . ..._ ... .. , .. . . ,Hilo,l-fi 06720 -,,...,. -'...- -: .... ,. SUBJECT : Traffic Impact Analysis Reports. for Brian R. Cook Development and JKS Partners, Kiti.itt HIS TMtOr:$-:014:#0. 4 041 • 1,..ri Dar Mr. Fad: • For point 01 refereneepor TIARys..fOrbotkpar:cols.mifon:s.7.cerkitlettancl. dated.: . ., In response to theeopirner4rnadei:the'..41Y Beti tifPnblie. Works C:6 the TrittiO Settioni.weltaYse4h0011ociing'MPri.1P11#.., . I. After checking through my eopie,T Of the tepofti puzzled by Ki Emier's statement conbernitiKihe trip ,gonontpt,) Al... $4: 55 Irips.,. T.441*:in:t 2. Mr .. anler ioorrooft. Weinadveriently the Setitlibblind Through in TAW 0.., Table 4 is correct Attaobett is ilArboth Lat:40.pa Lot 41. 3. Concern ing theoettion .athe LOS ort:P tooroments, it should be noted t}tot we are interested in LOS of the ibtOk.efinf, not specific tilioNiettidiit§. nit LOS :fir the thrOUghAtaifie.Orlith0 Mal et.rstrOot4s.a.b0M9 "D" A the intersection : This is how . CH2Milil I iapproatiledthis;titiiiitibii in their stutlY f..,ake:I 1 hope thi§:nswers yokluottions. Ifyop need atiditiOnatinformation; please ntact .is. Sincerely,.. ITW !CM:R • : : Gal ) : • , . • .. i.... ..- - 11111tar■ ,..../.. . .• ditilig „ -......___,. Bruce E. Witcher, PE. Partner enclosures P.O. Box 348 Holualoa, HAi.iraii 96725 :Email:. bewitch@ilhawaii.net Office (SOS) 334-0322 • Fax: (808) 324-0327 Wetisite; witChe.rengineering.com " .... .. . _. :._.. .... . _ AM . Pitt Direction FiTist 51'r 10 Ye 20 Yr Exist • 5 Yr 10 Yr 20 Yr Sciuthtiotaid Left B B B C .B B B B Approach LOS D F F F C D D F Approach Delay 2 55..8 126;1 849.5 21,3., 27.2 34.5 656 Q] AND PuiPtiA7A1■..70r $11igtT WesthOuhd Left E F B F E E Westbound Rlght A A A A A A A A • .gorthOouncl Through B B B C B B B Nbithbouhtl Right A A A A A A A A Southbound Left A A A A A A A A f scattlib.Otrid ThirOugh D D. E D E E E Approtteh LOS A B B C A B C APP.Tiga011 9.2 11.1 . 143 '24.6 99 '12.2 15.6 23.0 rt1:20 'AND AVAI:4 " OAP EastbeUildLeft A A A•A A . A A A Eastbound Right A A A A A :A. A A NOtthhood Loft A A A A. A A A A . - 'NbithbOund Threfigh A A A A A A A A APPr9K A A A A A A A A .Aooto.ach rmay 9.0 9.1 92 9.6 - 89 9.0 9.0 9.2 HUALALAI ROAD & HIENALOLI ROAD Eastbound Left A A A A A A A A Easfho.Urott.Through A A A A A A A A Scitithbbtaid Throiigh A A A B A B :5Outhhourici A A A A A A A A IhteftectiOnLO.S A A A B A A : A B liftereetien Delay. 9:1 9.2 9.3 10.0 9.2 91 9.3 10.4 HUALALA! 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 Southbothid Leff B B B C .B B B B Approach LOS D F F F C D D Approach Delay 12.5 55.8 126.1 $49.5 21.3 27.2 34.5 65.6. QICIi AND PI1APtIVANpi STREET Westbound. Left. E.: E E E. F Westbound Right A A A A A A A A - Northbound Through B B B C B B 13 Northhtiiiht1 Right A A A A A A A A Southbound A •A A A A A A A SOOthhoub4 Through D D E D E E • E :AtoPidieht08 A 13 B C A B 13.; C APPr9a01POY 9.2 11.1 14.3 246 9 44 [56 230 P20 AND fiVA41•41•ROAD • A A A A A A A A- . Ea*hounci Nght A A A .A• A . A A A 1.1404 !Aft A A A A: A A. A. A IsliifihhOund ThroUgh A A A A A A A A APPr9.0qh 14$- A A A A A A A A ApproCh 9.0 9.1 9.2 9.6 8.9 9.0. 9.0 9 lftUALALAT ROAD- & OIENALOL1 ROAD Easihoun0 Left A A A A A A A A Eastbound Through A A A A A A A A SOuthhitifitid Through A A A 13 A 13 13 13 Southbound Right A A A A A A A A Ititerstalthr LO.$ A A A B A A A liit6redtion Delay. 9.1 9.2 9.3 10.0' 9:2 9.3 9.3 10.4 AU41 , 41AirROAD AND PI)APUA?ANUI STREET Pao 13 Of 16 RBCookSLU.doc- 9/7/10 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION BRIAN R. COOK DEVELOPMENT, INC. STATE LAND USE BOUNDARY AMENDMENT (SLU 10 -29) 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 east and south. The applicant's request to designate 14.707 acres into the Urban District reflects the infilling of Agricultural -lands within this section of North Kona already surrounded by Urban- designated lands. 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 46 -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 -1- 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 into a 46 -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. 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 42) and through the subject site and eventually to the adjoining property to the west (makai, Parcel 40). 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 -2- 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 parcel's northern boundary and a mauka -makai street should be required to connect with parcels 40 and 42. DPW further recommends the applicant extend Hoomama Street to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways should 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. Condition H of Ordinance No. 10 2 affecting Parcel 42 requires roadway connections to the subject parcel. The project is also consistent with the Hawaii 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 -3- • 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 Hawaii 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 project site. 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 a north to southwest direction. 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. The Land Use Study Bureau's Overall Master Productivity Rating for the soils in the area is "D" or "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 -4- in application). Twenty archaeological sites were discovered on the site and evaluated with no further work recommended. The reclassification of 14.707 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 1 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- Jt►tY. N!! . . COUNTY OF HAWAII �•_:'''- = %'� /• - STATE OF HAWAII AT Gf • BILL NO. ORDINANCE NO. ,ie- AN ORDINANCE AMENDING THE STATE LAND USE BOUNDARIES MAPS FOR THE COUNTY OF HAWAII 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- 017:041. 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, Hawai`i, shall be Urban: Beginning at the Southwesterly corner of this parcel of land, being also the Southeasterly corner of Lot B and a point on the Northwesterly side of Royal Patent 6716 Land Commission Award 4887, Apana 2 to Thomas Sams the coordinates of said point of beginning referred to Government Survey Triangulation Station "KAHELO" being 1,335.93 feet North, 5,141.11 feet East and running by azimuths measured clockwise from true South: Thence, for the next nine (9) courses along Lot B, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 1. 154° 11' 00" 938.11 feet to a point; 2. 259° 41' 37" 234.06 feet to a point; 3. 255° 28' 24" 225.09 feet to a point; 4. 273° 39' 35" 242.30 feet to a point; 5. 254° 13' 42" 83.63 feet to a point; 6. 243° 44' 29" 231.86 feet to a point; 7. 268° 09' 17" 196.88 feet to a point; 8. 257° 27' 50" 223.52 feet to a point; 9. 170° 04' 30" 41.28 feet to a point; Thence, along the Southerly side of Hualalai Road: 10. 246° 45' 30" 15.41 feet to a point; 11. 350° 04' 30" 59.16 feet to a point; 12. 77° 27' 50" 239.26 feet to a point; 13. 88° 09' 17" 195.04 feet to a point; 14. 63° 44' 29" 221.15 feet to a point; 15. 335° 19' 50" 720.66 feet to a point; Thence for the next fourteen (14) courses along the middle of a stonewall, along Royal Patent 6716, Land Commission Award 4887, Apana 2 to Thomas Sams and along Lot C of Pualani Estates Subdivision: 16. 63° 16' 48" 4.17 feet to a point; 17. 61° 03' 09" 22.19 feet to a point; 18. 70° 12' 21" 71.99 feet to a point; 19. 64° 28' 14" 52.98 feet to a point; 20. 56° 49' 27" 21.05 feet to a point; 21. 59° 58' 46" 44.30 feet to a point; 22. 67° 05' 18" 76.84 feet to a point; 23. 70° 41' 54" 58.20 feet to a point; 24. 69° 55' 41" 80.66 feet to a point; 25. 64° 31' 39" 43.84 feet to a point; 26. 78° 17' 14" 19.53 feet to a point; -2- 1411111...11- ,.mss. .1.. 27. 66° 28' 03" 49.27 feet to a point; 28. 72° 18' 40" 108.43 feet to a point; 29. 61° 38' 36" 82.66 feet to a point of beginning containing an area of 14.707 Acres, more or less. All as shown on the map attached hereto, marked Exhibit "A" and by reference made a part hereof. 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 HAWAI`I Hilo, Hawai`i Date of Introduction: Date of 1st Reading: Date of 2nd Reading: Effective Date: 1 1 1 -3- AGRICULTURAL AGRICULTURAL N * AGRICULTURAL , TMK: (3)7-5-017:041 URAT URBAN AGRICULTURAL TO URBAN 14.707 ACRES URBAN AGRICULTURAL 10 III IL. gP pG , 1-y ' � 9 y a 6 at URBAN is via 0 AGRICULTURAL -5 URBA.~Mil 0111111111 NIA J ■, • � •� NU/ sr �� • e ms L : a � n ■'' i . 2 URBA URBAN � ft , tp- ,,Iggi■S SENS 41■81■Aiult ?\,■:.,„ W .11.■ b_= ' 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 HAWAI'I, 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- 017:041 DATE: Jun 7, 2010 EXHIBIT "A" Brian R. Cook Development, Inc. Map: 10 -180 RBCookREZ.doc- 9/7/10 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION BRIAN R. COOK DEVELOPMENT, INC. CHANGE OF ZONE APPLICATION (REZ 10 -129) 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 14.707 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 46 -lot single - family residential subdivision approximately 7,500 square feet in size. 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 is zoned A -5a and the State Land Use designation is Agricultural. The Land Use Pattern -1- 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 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. In addition, 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 to the north, RS -10 to the east (Ordinance No. 10 2), RS -7.5 (Pualani Estates Subdivision) to the south, and A -5a makai or west of the site (Parcel 40). 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 the subject parcel. The DPW requires a drainage study develop mitigation measures to address the storm water crossing Hualalai Road. Any improvements to the property must comply with Chapter 27 of the County Code relating to Flood Plain Management. The property is unclassified by the Agricultural Lands of Importance to the State of Hawaii (ALISH) System and is not currently being -2- used for any agricultural activities. Soils within the property and surrounding area are classified as "D" or "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. 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 42) and through the subject site and eventually to the adjoining property to the west (makai, Parcel 40). 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 stated that Hoomama Street should be extended to the parcel's northern boundary and a mauka -makai street should be required to connect with parcels 40 and 42. DPW further recommends the applicant extend Hoomama Street to dedicable standards with concrete curb, gutters and sidewalks and all connecting roadways should 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. Condition H of Ordinance No. 10 2 affecting Parcel 42 requires roadway connections to the subject parcel. Pursuant to Section 25 -2 -46, Concurrency Requirements of the Zoning Code, a Traffic Impact Analysis Report is required of all major developments that can generate 50 or more peak hour trips 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 (Attachment 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. -4- { 1 • 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. All utilities and services are available to the 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 water commitments for the development. The DWS has confirmed that the applicant has obtained a water commitment for 44 units. The applicant will be required to complete the necessary transmission and storage facilities. The applicant is in the process of securing an additional two units of water commitments. According the applicant, there is an existing 8 -inch sewerline that ends at the north end of Hoomama Street. The line will be extended to service the project. 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 Queen Ka`ahumanu Highway (Hawai`i Belt Road) 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 -5- immediate project area. Thus, the proposed request and use of the property will not 1 1 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). Thirty archaeological sites were discovered on the site. Twenty -six 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 426620, 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 a 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 -6- 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 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. 1 -7- OF COUNTY OF HAWAII - •(6�- -'-..014. - STATE OF HAWAII • BILL NO. ORDINANCE NO. j //. 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- 017:041. 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 the Southeasterly corner of Lot B and a point on the Northwesterly side of Royal Patent 6716 Land Commission Award 4887, Apana 2 to Thomas Sams the coordinates of said point of beginning referred to Government Survey Triangulation Station "KAHELO" being 1,335.93 feet North, 5,141.11 feet East and running by azimuths measured clockwise • from true South: Thence, for the next nine (9) courses along Lot B, and the remainder of Royal Patent 1669, Land Commission Award 8516 -B, Apana 3 to Kamaikui: 1. 154° 11' 00" 938.11 feet to a point; 2. 259° 41' 37" 234.06 feet to a point; 3. 255° 28' 24" 225.09 feet to a point; 4. 273° 39' 35" 242.30 feet to a point; -1- 5. 254° 13' 42" 83.63 feet to a point; 6. 243° 44' 29" 231.86 feet to a point; 7. 268° 09' 17" 196.88 feet to a point; 8. 257° 27' 50" 223.52 feet to a point; 9. 170° 04' 30" 41.28 feet to a point; Thence, along the Southerly side of Hualalai Road: 10. 246° 45' 30" 15.41 feet to a point; 11. 350° 04' 30" 59.16 feet to a point; 12. 77° 27' 50" 239.26 feet to a point; 13. 88° 09' 17" 195.04 feet to a point; 14. 63° 44' 29" 221.15 feet to a point; 15. 335° 19' 50" 720.66 feet to a point; Thence for the next fourteen (14) courses along the middle of a stonewall, along Royal Patent 6716, Land Commission Award 4887, Apana 2 to Thomas Sams and along Lot C of Pualani Estates Subdivision: 16. 63° 16' 48" 4.17 feet to a point; 17. 61° 03' 09" 22.19 feet to a point; 18. 70° 12' 21" 71.99 feet to a point; 19. 64° 28' 14" 52.98 feet to a point; 20. 56° 49' 27" 21.05 feet to a point; 21. 59° 58' 46" 44.30 feet to a point; 22. 67° 05' 18" 76.84 feet to a point; 23. 70° 41' 54" 58.20 feet to a point; -2- 24. 69° 55' 41" 80.66 feet to a point; 25. 64° 31' 39" 43.84 feet to a point; 26. 78° 17' 14" 19.53 feet to a point; 27. 66° 28' 03" 49.27 feet to a point; 28. 72° 18' 40" 108.43 feet to a point; 29. 61° 38' 36" 82.66 feet to a point of beginning containing an area of 14.707 Acres, more or less. 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. -3- 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: -4- I L A 1a Ala A -5a AGRICULTURAL - FIVE ACRES (A -5a) N TO SINGLE- FAMILY RESIDENTIAL - 7,500 SO.FT (RS -7.5) 14.707 ACRES TOTAL RS -10 • Ikt, p A -5a • � 1,335.93 N mit 5,14111'E miso A 5a "KAHELO" - m ala ■. 111 ("5, 11111101 N , Q p,, •� arms w -- R5 -7.5 ta ' l e z r g CN- • .• t S , I 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- 017:041 DATE: Jun 7, 2010 EXHIBIT "A° Brian R. Cook Development, Inc. Map: 1300 CBCookREZ.doc -9/7/ 10 BRIAN R. COOK DEVELOPMENT, INC. CHANGE OF ZONE APPLICATION (REZ 10 -129) 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 within 180 days from the effective date of this ordinance. 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 property's northern boundary 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. F. All connecting roadways shall be constructed to dedicable standards and 1 dedicated to the County. G. The applicant shall construct a 50 -foot wide mauka -makai roadway from the property to adjoining parcel 40 and 42. 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: 40 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, Hawaii 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, Hawaii 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 9 contribution shall have a maximum combined value of $12,059.55 per single - family residential unit. The total amount shall be determined with the actual 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: • $5,815.33 per single- family residential unit to the County to support park and recreational improvements and facilities; • $280.53 per single - family residential unit to the County to support police 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; • $5,167.02 per single - family residential unit to the County to support road 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, fire, police, solid waste disposal facilities and roads within the region impacted by the proposed development, subject to the review and recommendation of the Planning Director, upon consultation with the appropriate agencies and approval of the County Council. The applicant may receive a credit against the fair share contribution required for the road and traffic improvements in the amount of the costs of land and construction of the improvements to Hualalai Road and Hoomama Street described herein. V. Should the Council adopt a Unified Impact Fees Ordinance setting forth criteria for imposition of exactions or the assessment of impact fees, conditions included herein shall be credited towards the requirements of the Unified Impact Fees Ordinance. W. The applicant shall comply with all applicable County, State and Federal laws, rules, regulations and requirements. X. 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 F • RBCookREZ 10- 129.jwd- 9/29/10 COUNTY OF HAWAII PLANNING DEPARTMENT REVISED RECOMMENDATION BRIAN R. COOK DEVELOPMENT, INC. CHANGE OF ZONE APPLICATION (REZ 10 -129) 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 14.707 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 46 -lot single - family residential subdivision with lots that are approximately 7,500 square feet in size. 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 -1- 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, 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 -2- 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 -3- 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 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. -4- — 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. -5-