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HomeMy WebLinkAboutCOM 0410.000 2012-2014 '' ,..• Walter K.M.Lau - L ¢� Managing Director William P.Kenoi '� � — •' :lor Mayor � - Randall M.Kurohara . ........ Deputy Managing Director rOOSN►' County of Hawai`i Office of the Mayor 25 Aupuni Street,Suite 2603 • Hilo,Hawaii 96720 • (808)961-8211 • Fax(808)961-6553 KONA: 74-5044 Me Keohokalole Hwy.,Bldg.C • Kailua-Kona,Hawai`i 96740 August 21, 2013 (808)323-4444 • Fax(808)323-4440 J Yoshimoto,Council Chair and Members of the County Council CD County of Hawai`i =t 25 Aupuni Street - Z Hilo,HI 96720 Dear Chairman Yoshimoto and Members: State Land Use Boundary Amendment Application(SLU 12-000033) coo -- Request: Agricultural to Urban Change of Zone Application(REZ 12-000155) Request: A-1 a to CV-10 Applicant: B.T.Kuwahara, LLC Tax Map Key: 1-5-007:006, 069, 070 ✓Change of Zone(REZ 1018, Docket No. 03-000004) Applicant: Vince M.Kimura Request: Five-Year Time Extension to Comply With Condition C(Complete Construction)of Change of Zone Ordinance No.03-109 Tax Map Key: 2-2-050:037, 038 Planning Director Initiated Change of Zone Application(REZ 13-000166) Request: A-la and RS-10 to UNV and Deletion of Proposed 80-Foot Right of Way Connecting Komohana Street and Kumukoa Street TMK: 2-4-001:005,portion 007, 041, 162, 163, 167 and 2-4-056:017 As required by Chapter 7, Sec. 6-7.5 (a),Hawai`i County Charter,transmitted herewith for the County Council's consideration and action are the Windward Planning Commission's letters and enclosures regarding the above-referenced requests. incerely, William P. Kenoi Mayor Enclosures Comm. No.//0 •cc: Planning Department Ref. To:_____ 2013 Ref. Date. County of Hawaii is an Equal Opportunity Provider and Employer. <' 11 L2 ) 0 t �tvoF ' • ....- County of Hawaii WINDWARD PLANNING COMMISSION Aupuni Center • 101 Pauahi Street,Suite 3 • Hilo,Hawai`i 96720 Phone(808)961-8288 • Fax(808)961-8742 AUG 21 2813 J Yoshimoto, Council Chair and Members of the County Council County of Hawai`i 25 Aupuni Street Hilo, HI 96720 Dear Chairman Yoshimoto and Council Members: Change of Zone(REZ 1018, Docket No. 03-000004) Applicant: Vince M. Kimura Request: Five-Year Time Extension to Comply With Condition C (Complete Construction) of Change of Zone Ordinance No. 03-109 Tax Map Key: 2-2-050:037, 038 The Windward Planning Commission, at duly held public hearings on June 6, 2013 and August 1, 2013, recommended for your approval the proposed legislative bill for a 5-year time extension to Condition C (time to complete construction) of Change of Zone Ordinance No. 03-109, which changed the district classification for 45,000 square feet of land from Single Family Residential (RS-10)to Industrial Commercial Mixed (MCX-20). The project site is located in Waiakea House Lots, on the northwest corner of Kawili Street-Laukapu Street intersection, Waiakea, South Kona, Hawai`i. There were several inadvertent errors to the conditions of approval that were presented to the Windward Planning Commission on June 6, 2013. The corrected conditions of approval were presented and approved by the Commission on August 1, 2013. Hawai`i County is an Equal Opportunity Provider and Employer } The Honorable J Yoshimoto, Chairman and Members of the County Council Page 2 The Commission concurs with the following Planning Director's reasons for recommending favorable consideration of the request: Change of Zone Ordinance No. 03-109 was approved by the County Council to change the district classification from Single Family Residential (RS-10) to Industrial- Commercial Mixed (MCX-20) for TMKs: 2-2-050: 037 & 038. The effective date of the ordinance is July 9, 2003. The original applicant (HAKS, INC) proposed to construct two (2) warehouse buildings; one building for storage and the other building was to be used for a combination of retail/warehouse or other permitted industrial uses. The new applicant (Vince M. Kimura) is proposing to develop one new warehouse building, which will be the new location of Central Supply Incorporated that is currently located on Maka`ala Street. The applicant has submitted a request for a 5-year time extension to comply with Condition C of Change of Zone Ordinance No. 03-109 (REZ 1018), which states: "Construction of the proposed development shall be completed within five(5) years from the effective date of this ordinance. Prior to the start of construction, Final Plan Approval for the proposed development shall be secured from the Planning Director in accordance with the Zoning Code. Plans shall identify proposed structures, fire protection measures, paved driveway and parking stalls, common access easement, and other improvements associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of mitigating any potential adverse noise or visual impacts to adjoining parcels. A continuous landscape buffer shall be provided along the entire northern property boundary. The landscaping shall be provided in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements)." The amendment request 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. The applicant has indicated that the reason for non-performance is mainly due to unforeseen foundation issues that have required a change to the design of the project and has required additional work. These unforeseen issues have caused delays that have prevented the applicant from finishing the project by the deadline for compliance with Condition C. The applicant indicated that the plans have been submitted for review at this time. Based on the reasons provided, it is determined that the applicant could not have foreseen the foundation issues, which was beyond their control, and was not the result of their fault or negligence. The Honorable J Yoshimoto, Chairman and Members of the County Council Page 3 Approval of this time extension request would not be contrary to the General Plan, the Zoning Code, or the original reasons for the granting of the Change of Zone. There have not been any significant changes to the General Plan for this area since this request was originally approved that would affect this project. The request continues to be consistent with the General Plan Land Use Pattern Allocation Guide(LUPAG) Map, which designate this area as Industrial. These areas include uses such as manufacturing and processing, wholesaling, large storage and transportation facilities, light industrial and industrial-commercial uses. Additionally, the use continues to be consistent with the Land Use and Economic elements of the General Plan. The requested MCX zoning would continue to be consistent with the transition of this particular section of the Waiakea House Lots area into a mixed use, industrial and commercial area and be compatible. The adjacent property to the north is a vacant property zoned MCX-20, which was approved under Ordinance No. 11-027 on March 28, 2011. To the south across East Kawili Street is the Kanoelehua industrial area which consists of properties zoned ML-20. To the east across Laukapu Street is an industrial- commercial complex zoned ML-20 and a property zoned MCX-20, which was approved under Ordinance No. 09-90A on September 2, 2009 and is currently used for residential uses. The adjacent property to the west is zoned MCX-20, which was approved under Ordinance No. 03-108 on July 9, 2003. The request is not contrary to Zoning Code and is not contrary to the original reasons for granting the change of zone. The property is located within an area adequately served with essential services and facilities such as water, sewer, transportation systems and other utilities. Due to the proposed MCX zoning request, Laukapu Street would be required to be widened to a 60-foot right-of-way to accommodate commercial/industrial uses. As such, a 10-foot road widening strip along the Laukapu Street frontage will impact the property. The applicant has already subdivided this portion and will dedicate it to the County once all required improvements are completed. The project has no severe geological or topographical problem which cannot be properly rectified or which would render the land unusable. The project site is classified as Flood Zone X, areas determined to be outside the 500-year flood plain, on the Flood Insurance Rate Map (FIRM) prepared by the Federal Emergency Management Agency (FEMA). The Honorable J Yoshimoto, Chairman and Members of the County Council Page 4 Based on the above discussion, the granting of the amendment request continues to be consistent with, and not contrary to, the General Plan, Zoning Code, and the original reasons for granting the change of zone. Based on the above findings, it is recommended that a favorable recommendation to amend Change of Zone Ordinance 03-109 be forwarded to the County Council. For your favorable consideration, an amendment to Ordinance No. 03-109 is transmitted. We are enclosing copies of the staff Background, Planning Director's Recommendation, and the Powerpoint presentation for your information. Sincerely, . Wallace A. Ishibashi, Jr., Chairman Windward Planning Commission Lkimura02rez 1018wpc2 Enclosures cc: Mr. Vince M. Kimura Department of Public Works Department of Water Supply William Brilhante, Esq., Corporation Counsel R5-10 R.;�-10 R5-10 85-10 R5-I 0 , R5 10 0 c; o R5-I O $ c PARCEL"A"(LOT 6) o 2 _ SINGLE-FAMILY RESIDENTIAL e i Rs-t,o I R5410 (RS-50)TO { INDUST IA COMMERCIAL / MIXED yMCX-20 1 ' AREA=22,500 SQ.I T. 1 R5-101 RS-10 Rs. O R5.10 / 0 R5 i O I R5-10 Rs-10 1/4-1.---1 l _ , E,Lanikaula St. E.Lanikaula St. C- I+ RS-10 r R5-10 ; .R5.I O 0 r Ks-I U" i I I - U O ML-2.) R5-10 _ kS I O .2 ML-20 ML-10 �:10 I J , R5-10 3,893.00 S u; • ML-1G - 10068.10E ° 0 o R5-10 R5-10 V1 ��I / ll/4LAl°L Rya 1 O Y O o 3,793,00 S c RS-,o ►•,•�•,•;+�•,•�+• 10 068.10 E R5-I 0 co m ML-20 M1.-10 ►..�► �....♦ HALAL s J 2 It fAI..i.i A.�. E.Kawili St. E.Kawili St. PARCEL"B"(LOT 8) ML-20 SINGLE-FAMILY RESIDENTIAL ML O K.-20 Q y' (RS-10)TO ML-20 3� INDUSTRIAL-COMMERCIAL ML-20 MIXED(MCX•20) AREA=22,500 SO,FT. M a N is i° To 3 RS-IO co o W 1700. L 1 S ML-20 ML-20 ML-20 ML-20 • 360 180 0 360 720 1080 Feet AMENDMENT TO THE ZONING CODE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP) ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE, BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE-FAMILY RESIDENTIAL (RS-10) TO INDUSTRIAL-COMMERCIAL MIXED (MCX-20) AT WAIAKEA, SOUTH HILO, HAWAII PREPARED BY: PLANNING DEPARTMENT COUNTY OF HAWAII TMK: 2-2-050:037&038 Date;April 3,2003 EXHIBIT "A" (HAKS,Inc.:1095) • FOR REFERENCE ONLY BKimura-REZ1018.jwd-05-14-13 COUNTY OF HAWAI`I PLANNING DEPARTMENT BACKGROUND REPORT VINCE M. KIMURA (FORMERLY HAKS, INC.) CHANGE OF ZONE ORDINANCE NO. 03-109 (REZ 1018) AMENDMENT TO CONDITION C (TIME TO COMPLETE CONSTRUCTION) VINCE M. KIMURA (FORMERLY HAKS, INC) has submitted an 5-year time extension request for Condition C (time to complete construction) of Change of Zone Ordinance No. 03-109,which changed the district classification from Single Family Residential (RS-10) to Industrial-Commercial Mixed (MCX-20) for 45,000 square feet of land. The project site is located in Waiakea House Lots, on the northwest corner of Kawili Street-Laukapu Street intersection, Waiakea, South Hilo, Hawai`i, TMK: 2-2-50:37 & 38. APPLICANT'S REQUEST 1. Request: The original applicant(HAKS, INC)proposed to construct two (2)warehouse buildings; one building for storage and the other building was to be used for a combination of retail/warehouse or other permitted industrial uses. The new applicant is proposing to develop one new warehouse building, which will be the new location of Central Supply Incorporated that is currently located on Maka`ala Street. The applicant has submitted a request for a 5-year time extension to comply with Condition C of Change of Zone Ordinance No. 03-109 (REZ 1018), which states: "Construction of the proposed development shall be completed within five (5) years from the effective date of this ordinance. Prior to the start of construction, Final Plan Approval for the proposed development shall be secured from the Planning Director in accordance with the Zoning Code. Plans shall identify proposed structures, fire protection measures,paved driveway and parking stalls, common access easement, and other improvements associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of mitigating any potential adverse noise or visual impacts to adjoining parcels. A continuous landscape buffer shall be provided along the entire northern property boundary. The landscaping shall be provided in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements)." -1- Attachment to: Comm. 410 Bill 121 (Planning Department Exhibit 1 —Amendment Request dated March 27,2013) 2. Reasons for Request: The applicant has submitted the following reasons for the time extension request: • Our civil engineer decided to conduct a foundation inspection which then changed our approach to design. Mechanical, Helco, and electrical took a very long time to complete—all unforeseen and frustrating. • Currently,plans and specs have been submitted to your department(Planning Department)by Architect Jerry Watanabe AIA, and I apologize however, it is not possible to complete our project by July 2013. 3. Landowner: The landowner of the properties is the applicant, Vince M. Kimura. BACKGROUND INFORMATION 4. July 9, 2003: Effective date of Change of Zone Ordinance No. 03-109 (REZ 1018) approved by the County Council, which reclassified lands from RS-10 to MCX-20). The applicant, HAKS, INC., proposed to construct two (2) warehouse buildings, one building for storage and the other building was to be used for a combination of retail/warehouse or other permitted industrial uses. (Planning Department Exhibit 2—Change of Zone Ordinance No. 03-109) 5. July 31,2007: The applicant received final plan approval for a 17,848 square foot warehouse and retail facility for Central Supply, Inc. on July 31, 2007 from the Planning Department. 6. June 26,2008: The Planning Director granted a five-year administrative extension of time to Condition C(time to complete construction)until July 9, 2013. 7. March 23,2011: Date of Final Subdivision Approval for SUB 04-000204 Revised, which consolidated two lots and re-subdivided them to create one large lot for the project site and to create the 10-future road widening lot,which will be dedicated to the County once the infrastructure improvements are completed. DESCRIPTION OF STATE AND COUNTY PLANS 8. General Plan LUPAG Map: Industrial. 9. State Land Use Designation: Urban. 10. County Zoning: Industrial-Commercial Mixed(MCX-20). -2- 11. Hilo Community Development Plan (CDP): The Hilo CDP was adopted by the Planning Commission, Resolution No. 1 on May 21, 1975. The Land Use Concept Map reflects existing residential uses. However, it is pointed out that the Hilo CDP has not been updated to be consistent with the current General Plan, as this area is in transition from residential to industrial and commercial uses. 12. Special Management Area(SMA): The property is not located within the Special Management Area(SMA). DESCRIPTION OF PROPERTY AND SURROUNDING AREA 13. Subject Properties: There are two (2)properties associated with this rezone create a square project site, which total 45,000 square feet in size. Parcel 37 is 2,086 square feet in size and is a 10-foot wide future road widening strip that has been subdivided from the project site to comply with Condition H of Change of Zone Ordinance No. 03-109. Parcel 38 is 42,914 square feet in size and will be the new location for Central Supply Incorporated. 14. Surrounding Zoning/Land Uses: The land uses in the immediate area are a mix of single-family residential, commercial and industrial uses. The adjacent property to the north is a vacant property zoned MCX-20, which was approved under Ordinance No. 11-027 on March 28, 2011. To the south across E. Kawili Street is the Kanoelehua industrial area which consists of properties zoned ML-20. To the east across Laukapu Street is an industrial-commercial complex zoned ML-20 and a property zoned MCX-20, which was approved under Ordinance No. 09-90A on September 2, 2009 and is currently used for residential uses. The adjacent property to the west is zoned MCX-20,which was approved under Ordinance No. 03-108 on July 9, 2003. Properties to the northwest are zoned RS-10 and are in residential uses. PUBLIC FACILITIES 15. Access: Access to the property will be from Laukapu Street along with an ingress only access from Kawili Street. Kawili Street has a 24-foot wide pavement within an 80-foot wide right-of-way. Laukapu Street has 20-foot wide pavement within a 40-foot right-of- way. Condition G requires the applicant to construct roadway improvements to the entire frontage along Kawili Street and Laukapu Street consisting of,but not limited to, -3- • pavement widening with concrete curb, gutter and sidewalk, curb ramp, drainage improvements and any required relocation of utilities. Condition H requires the applicant to subdivide and set aside a 10-foot road widening strip along the Laukapu Street frontage including all improvements required by Conditions F and G, and dedicate it to the County prior to receipt of Certificate of Occupancy for any portion of the proposed development. 16. Water: County water is available for the proposed development. 17. Wastewater: Condition K requires the applicant to connect to the existing County sewer. 18. Utilities: Police services are available at the main station on Kapiolani Street and fire protection services at the Hilo Central Fire Station located at the corner of Kino`ole Street and Ponahawai Street. Electric and telephone services are available to the site. AGENCIES' COMMENTS 19. Department of Public Works: (Planning Department Exhibit 3—April 30, 2013 Memo 20. Department of Water Supply: (Planning Department Exhibit 4—April 25, 2013 Memo) 21. Department of Environmental Management: (Planning Department Exhibit 5— April 12,2013 Memos) 22. Police Department: (Planning Department Exhibit 6—May 7, 2013 Memo 23. Department of Health: (Planning Department Exhibit 7—April 22,2013 Memo) AGENCIES' NO RESPONSE 24. Fire Department APPLICANT'S RESPONSE TO AGENCIES' COMMENTS 25. The applicant submitted a letter in response to the Department of Water Supply's comment letter. (Planning Department Exhibit 8—May 10,2013 Letter from Applicant) PUBLIC COMMENTS 26. As of the date of this writing, the Planning Department has not received any comments or objections from the general public or adjacent landowners on the subject request. -4- From the desk of: Vince M. Kimura -5 31 Makaala Street, Hilo HI 96720 Ph: 808-938-7742 Fax: 808-961-5271 27 March 2013 County of Hawaii Planning Dept Attn: BJ Leithead Todd, Planning Director 101 Pauahi Street#3 Hilo HI 96720 Re: Change of Zone#03-004 Ordinance#03-109 (REZ1018) TM K: 2-2-50-37&38, MCX-20 Zoning Extension To: Planning Commission, I reviewed my timeline for construction and feel that additional time is needed to comply with Condition "C"of Change of Zone Ordinance 03-109. Currently, Plans&Specs have been submitted to your department by Architect Jerry Watanabe AIA,and I apologize however, it is not possible to complete our project by July 2013. I am asking for an administrative time extension based on Condition "Q", for a 5 year extension to Condition "C". Please find attached exhibit of my previous extension letter dated June 26, 2008. Our Civil engineer decided to conduct a foundation investigation which then changed our approach to design. Mechanical, Helco, and Electrical took a very long time to complete—all unforeseen and frustrating. Enclosed, please find a copy of our Foundation Investigation prepared by Hirata &Associates. This report finds that we are able to construct our foundations directly on the hard basalt material. The contents of this report shall review foundations, seismic design, lateral design, retaining walls,foundation settlement, slabs on grade, pavement design, and site grading. Pagel Planning Dept. 26 { ; 0 8 4269 Page 2 I also noticed that I do not have a recorded document to comply with Condition "D", however, I do have the common access easement done so I will ask my attorney to record this with the State Bureau of Conveyances. Otherwise, everything has been progressing correctly. If a time extension is granted, it will not be contrary to the general plan,the zoning code, or the meaning to the change of zone. I appreciate your assistance and humbly ask for your attention to my project. Sincerely, Vince Kimura Ph: 808 938-7742 Email: vinniek @csinchawaii.com New Site Exhibit TMK 3-2-2-50-37 & 38 Laukapu Street, Hilo HI 96720 Provided For: County of Hawaii Planning Dept Attn: Jeff 101 Pauahi Street#3 Hilo HI 96720 The attached site plan illustrates a new&proposed building where Central Supply Incorporated will occupy on the corner of Kawili and Laukapu Street. This diagram is part of a final plan which has been submitted for approval &permit. There is no change to business status and the same uses apply. This new diagram takes over pre-approved plans from 2007 and options submitted by the previous land owner Haks Inc,who proposed retail space among two buildings. Sincerely, Vince M. Kimura President Central Supply Inc. 31 Makaala Street Hilo HI 96720 Ph: 808-938-7742 Email: vinniek @csinchawaii.com '4er r ' LT-1 j ,. 0 84`4 $ 14 , ® f > RIaogoa !rg:f. ` s a 4 4 , 200 ___ _ .04 f Y 1 RFAIP �{1' W_ 1 • b RAMP DOWN ,.JUF----{' 8 Sow I 9 � `��:�, � _ a" 8 48-0.1 I � �Jl Y ''iT y u 82.8 • ,v L■ Ia 7y i ,, ",F" s3 fir, - C21 1 ?ail i W .^=F f e�rt`� ; . I 18 T°- H � m 1 ��ii�� ` I22%2a r"4 M 8 114 8 C s Er m , I1`` 0 8 a 1 1 ©\ " m ~ ® ------� © ME$ t p '1 qY El L A U K A P U S T R E E T eeeeaeaea ® ® oaoo © o © o © © o m x MPH m n oo PR o ox or oa on no nm MRPH N ° g i' iA PR g§Ni Tz No B Sn ii 31 3i o1 RI" 3§ m r �"m m R.,' lh04- g g m n 0?; i 1c" gi xeNN a mo= O NWO E� �E g N3 m�� m , m m mg c, m9 1, 0,M n "' n7 ur5f�e 0 I= g P ° ° m 'L m M m = m m �t 3 �m to Will H 6 m i' i 5 r 5 F 2 ? 5 EOM M N . ^ i'f, 71 N i A N m _ _ > o 4 x z ... Harry Kim Christopher J.Yuen Mayor Director 't o�N''`'��-' Brad Kurokawa,ASLA LEED®AP (Irn.rntg tir Aat u to Deputy Director PLANNING DEPARTMENT 101 Pauahi Street, Suite 3 • Hilo,Hawaii 96720-4224 (808)961-8288 • FAX(808)961-8742 June 26, 2008 Mr. Vince M. Kimura 31 Makaala Street Hilo, HI 96720 Dear Mr. Kimura: Change of Zone Ordinance No. 03 109 (REZ 03-004) Applicant: Vince M. Kimura(formerly HAKS, Inc.) Subject: Administrative Time Extension Tax Map Key: 2-2-50:37 & 38 Thank you for your letter dated June 20, 2008 requesting a time extension to comply with Condition C (construction of development) of Change of Zone Ordinance No. 03 109 (REZ 03-004). Change of Zone Ordinance No. 03-109 became effective on July 9, 2003. Condition Q allows for one administrative time extension for a period not to exceed the period originally granted. We are therefore granting a time extension of five (5) years until July 9, 2013 to comply with Condition C. Condition B required a water commitment payment be submitted to the Department of Water Supply(DWS)within ninety(90) days after the effective date of the ordinance. Prior to this payment, water usage calculations were required to be submitted to DWS. We have confirmed with DWS that the calculations and payment have not been provided to date. Therefore, we are granting a time extension of one hundred and eighty(180) days from the date of this letter to comply with Condition B. Condition 0 required that an annual progress report be provided to the Planning Director detailing the status of development and conditions of approval,but we have not received any progress reports. Therefore, please submit a current progress report by July 9, 2008. In the report,please address each condition separately and specifically. In reference to conditions that you have complied with,please include specific references to actions, reports, letters, dates, etc. If possible, please include letters that verify compliance with a specific condition as an exhibit. Hawaii County is an Equal Opportunity Provider and Employer. • Mr. Vince M. Kimura June 26, 2008 Page 2 A copy this letter will be forwarded to the Planning Commission and the Hawaii County Council for their information. If you have any questions, please feel free to contact Maija Cottle at 961-8288 ext. 253. Sincerely, CHR OP ER . YUEN Planning Director MJC:smn P:\wpwin60\MaijaTetters\TERVIXimura-REZ03-004.doc cc w/copy of letter: Planning Commission Hawaii County Council Department of Water Supply FOUNDATION INVESTIGATION CENTRAL SUPPLY WAREHOUSE KAWILI AND LAUKAPU STREETS WAIAKEA, SOUTH,HILO, HAWAII TMK: 2-2-050: 037 & 038 for JERRY T. WATANABE, AIA HIRATA & ASSOCIATES, INC. W.O. 12-5360 August 30, 2012 05260 I August 30, 2012 W.O. 12-5360 Hirata&Associates Gcoitchnical Eaginccring Jerry T. Watanabe, AIA I lir.na&As,ociaie..lm,. 504 Puloku Street 99-1433 rnaha P1 Hilo, HI 96720 Aiia,HI 96701 1 808.186.0787 808.4$6.0870 Dear Mr. Watanabe: Our report, "Foundation Investigation, Central Supply Warehouse, Kawili and Laukapu Streets, Waiakea, South Hilo,Hawaii,TMK: 2-2-050: 037&038"dated August 30,2012,our Work Order 12-5360 is enclosed. This investigation was conducted in general conformance with the scope of work presented in our proposal dated June 8, 2012. The surface soil was fill consisting of dark gray silty gravel with sand and cobbles. The silty gravel was generally in a medium dense condition to depths ranging from about 1 to 9.5 feet below grade. The silty gravel fill was underlain by hard basalt in a highly fractured and slightly to moderately weathered condition to the maximum depths drilled. Neither groundwater nor seepage water was encountered in our borings. Based on the existing topography of the site and a finish floor elevation of+31.29, we expect that grading will consist primarily of cut operations and that basalt will be exposed at the bottom of footing excavations. Conventional spread footings or thickened slab foundations founded directly on the hard basalt may be used to support the proposed warehouse building. Building slabs-on-grade will require only the standard 4-inch gravel cushion and vapor barrier. The following is a summary of our geotechnical recommendations. This summary is not intended to be a substitute for our report which includes more detailed explanations of our recommendations, as well as additional requirements. • Allowable bearing value=6,000 psf • Coefficient of friction =0.5 • Passive earth pressure = 300 pcf for basalt • Active earth pressure =25 and 40 pcf(for basalt freestanding and restrained conditions,respectively) We appreciate this opportunity to be of service. Should you have any questions concerning this report,please feel free to call on us. Very truly yours, HIRATA &ASSOCIATES, INC. .�. °,4 Paul S. Morimod President PSM:JGH Hirata & Associates, Inc. W.O. 12-5360 TABLE OF CONTENTS INTRODUCTION 1 PROJECT CONSIDERATIONS 2 SITE CONDITIONS 2 SOIL CONDITIONS 3 CONCLUSIONS AND RECOMMENDATIONS Foundations 5 Probing and Grouting 5 Seismic Design 6 Lateral Design 6 Retaining Walls 7 Foundation Settlement 8 Slabs-on-Grade 8 Pavement Design 9 Site Grading 9 ADDITIONAL SERVICES 11 LIMITATIONS 12 Hirata & Associates, Inc. W.O. 12-5360 APPENDICES APPENDIX A Description of Field Investigation Plates Al.1 and A1.2 Location Map Plate A2.1 Boring Location Plan Plate A2.2 Boring Log Legend Plate A3.1 Unified Soil Classification System Plate A3.2 Rock Weathering Classification System Plate A3.3 Boring Logs Plates A4.1 through A4.5 APPENDIX B Description of Laboratory Testing Plates B1.1 and B1.2 Direct Shear Test Report Plate B2.1 Modified Proctor Test Report Plate B3.1 CBR Test Report Plate B4.1 August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 1 FOUNDATION INVESTIGATION CENTRAL SUPPLY WAREHOUSE KAWILI AND LAUKAPU STREETS WAIAKEA, SOUTH HILO, HAWAII TMK: 2-2-050: 037 & 038 INTRODUCTION This report presents the results of our foundation investigation performed for the proposed warehouse building on the northwest corner of Kawili and Laukapu Streets in Waiakea, South Hilo, Hawaii. Our scope of services for this study included the following: • A visual reconnaissance of the site to observe existing conditions which may affect the project. The general location of the project site is shown on the enclosed Location Map,Plate A2.1. • A review of available in-house soils information pertinent to the site and the proposed project. • Drilling and sampling five exploratory borings to depths ranging from approximately 15 to 20.5 feet. A description of our field investigation is summarized on Plates A1.1 and A1.2. The approximate exploratory boring locations are shown on the enclosed Boring Location Plan,Plate A2.2, and the soils encountered in the borings are described on the Boring Logs, Plates A4.1 through A4.5. • Laboratory testing of selected soil samples. Testing procedures are presented in the Description of Laboratory Testing,Plates B1.1 and B 1.2. Test results are presented on the Boring Logs (Plates A4.1 through A4.5), Direct Shear Test report (Plate B2.1), Modified Proctor Test report (Plate B3.1), and CBR Test report(Plate B4.1). • Engineering analyses of the field and laboratory data. 1' August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 2 • Preparation of this report presenting geotechnical recommendations for the design of foundations,slabs-on-grade,resistance to lateral pressures,retaining walls, flexible and rigid pavement, and site grading. PROJECT CONSIDERATIONS The project will consist of a new one and two-story warehouse building with plan dimensions of about 70 by 170 feet. The eastern portion of the structure will contain the second-story level consisting of offices and a mezzanine with plan dimensions of approximately 60 by 70 feet. We understand that the structure will utilize steel frame and masonry construction with concrete slabs-on-grade. Structural loads were not available at the time of this report,however,we assume that building loads will be relatively light. Based on the Site Grading Plan prepared by Engineering Partners, Inc. dated July 2011, finish elevation for the first floor will be at+31,29. Therefore, we anticipate grading for the project will consist primarily of cut operations with heights ranging from 0 to 10 feet. Retaining walls along the south building line and portions of the east and west building lines will retain the cuts. The project will also include a loading dock at the northwest corner of the building, AC paved parking areas,and concrete driveways. SITE CONDITIONS The project site is located on the northwest corner of Kawili and Laukapu Streets in South Hilo. The property is bordered on the west by a vacant lot,on the north by two lots, one is vacant and the other is occupied by a single-story wooden house, on the east by Laukapu Street, and on the south by Kawili Street. Across the street from the subject property on Kawili and Laukapu Streets are one-and two-story steel framed warehouses and wood frame houses. August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 3 The project site is a vacant lot covered by light vegetation and construction debris. The property is sloped such that drainage generally flows in a northerly direction, away from Kawili Street. The southern third of the property is at approximately the same elevation as Kawili Street and the western lot, while the remainder of the property is approximately 10 feet lower in elevation. Grade changes are accommodated by two slopes,one is parallel to Kawili Street and the other is located on the adjacent western lot and is aligned along the property line. Both slopes have gradients of approximately 2:1 horizontal to vertical. SOIL CONDITIONS Based on our exploratory borings, and available soils information, and our past experience in the project area,the site was underlain by two distinct soil units within the upper 20.5 feet: silty gravel fill and basalt. Silty Gravel Fill: The soil encountered at ground surface was classified as fill consisting of dark gray silty gravel mixed with sand and cobbles. The silty gravel was generally in a medium dense condition with occasional loose pockets,extending to depths ranging from approximately 1 to 9.5 feet. Sampling resulted in blow counts ranging from 8 to 27 blows per foot,with refusal prior to 12 inches of penetration in sections with cobbles. Basalt: Underlying the silty gravel fill was gray basalt in a hard condition to the maximum depths drilled. The basalt was moderately to highly fractured and in a slightly to moderately weathered condition. NX coring in the basalt resulted in core recoveries ranging from 82 to 100 percent, and RQD values ranging from 13 to 87 percent. The relatively low RQD values were recorded while drilling through highly fractured portions of the basalt stratum. August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 4 Groundwater: Neither groundwater nor seepage water was encountered in our exploratory borings down to the maximum depths drilled. August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 5 CONCLUSIONS AND RECOMMENDATIONS From a geotechnical viewpoint, based on the results of our field and laboratory testing and our engineering analyses and judgement,it is our opinion that the site can generally be developed as planned. Based on the existing site topography,proposed finish floor elevation, and the soils encountered in our borings,we expect that basalt will be encountered at the bottom of footing excavations. Conventional shallow foundations bearing on the hard basalt may be used to support the proposed warehouse. Concrete slabs-on-grade will require only the standard 4-inch gravel cushion and vapor barrier. Foundations Conventional shallow foundations, such as spread footings or thickened slab foundations,founded directly on the hard basalt may be used to support the proposed warehouse building. Foundations may be designed for an allowable bearing value of 6,000 pounds per square foot. The allowable bearing value is for the total of dead and frequently applied live loads and may be increased by one-third for short duration loading which includes the effects of wind and seismic forces. Spread footings should be a minimum 16 inches in width;thickened slab foundations should be a minimum 12 inches wide. All foundations should be embedded at least 12 inches below finish adjacent grade and a minimum 6 inches into the basalt. The bottom of all footings should be cleaned of loose material prior to placement of reinforcing steel and concrete. Probing and Grouting Although subsurface cavities in the basalt stratum were not encountered in our exploratory borings,our past experience in the project area indicates that occasional cavities can be expected in the basalt stratum. Therefore, a subsurface probing and August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 6 grouting program is recommended as part of the site preparation work for foundations. All footing excavations should be probed with a drill or air-track hammer. Probe holes should be drilled at the center of each column footing and at 10-foot on centers along wall foundations. The probe holes should be a minimum 2 inches in diameter, and extend to depths at least two times the width of the footing or to a minimum 10 feet below the bottom of footings, whichever is deeper. All probe holes should be filled with low pressure grout discharged through a grout pipe starting at the bottom of the probe hole. The grout should consist of a sand cement grout consisting of about one part cement to three parts sand. Placement of thin wall plastic pipes in probe holes may be necessary to prevent holes from caving. Areas encountering cavities or voids that consume large quantities of grout may require additional probe holes. Voids encountered at the bottom of foundation excavations or at the subgrade level of concrete slab areas should be exposed and filled with lean concrete. Seismic Design Based on the borings drilled as part of this study and our knowledge of the deep soil conditions in the area, the subsurface soils can be characterized as a rock profile. Therefore, based on the 2006 International Building Code, Site Class B is recommended for this site. Lateral Design Resistance to lateral loading may be provided by friction acting at the base of foundations, and by passive earth pressure acting on the buried portions of foundations. A coefficient of friction of 0.5 may be used with the dead load forces. Passive earth pressure for the basalt may be computed as an equivalent fluid having a density of August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 7 300 pounds per cubic foot with a maximum earth pressure of 3,000 pounds per square foot. Retaining Walls We understand that the warehouse building will utilize retaining walls with maximum heights of approximately 10 feet to accommodate grade changes. Retaining wall foundations may be designed using recommendations in the Foundations, Seismic Design, and Lateral Design sections of this report. For active earth pressure considerations,the following equivalent fluid pressures may be used. Level Sloping Restrained/ Backfill Backfill At-rest Soil Type I Condition Condition I Condition Silty Gravel Fill 35 pcf 45 pcf 50 pcf Basalt 25 pcf 35 pcf 40 pcf Surcharge stresses due to vehicle loads within a horizontal distance equal to the depth of the retained height should also be considered in the design of retaining walls. For uniform surcharge stresses,a rectangular distribution with uniform pressure equal to 50 percent of the vertical surcharge pressure acting on the entire height of the wall may be used. To prevent the buildup of hydrostatic pressures,retaining structures should be well- drained. The standard of practice consists of placing a minimum 12-inch thick layer of free-draining gravel at the back of the wall. The gravel should extend from the base of the wall,around subdrains and/or weepholes,and up to the bottom of the base August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 8 course elevation below pavement. Alternatively, prefabricated drainage geocomposites,such as Miradrain or J-drain,may be used in lieu of the free-draining gravel. As with the free-draining gravel, the drainage geocomposites should be placed at the back of the wall,be connected with the wee holes and/or subdrains(in p � p � accordance with manufacturer's specifications), and extend to within 12 inches of finish grade. In areas where the backfill is covered by AC pavement,the gravel fill should extend to the bottom of base course elevation. Foundation Settlement Settlement of foundations founded on the hard basalt is expected to be negligible. Slabs-on-Grade To provide uniform support,all building slabs-on-grade should be underlain by a 4- t inch cushion of clean gravel, such as #3 Fine (ASTM C33 Size No. 67), and protected by a vapor barrier placed over the cushion material. Floor slabs subjected to vehicular or forklift loading should be underlain by a minimum 6 inches of base course in lieu of the 4-inch gravel cushion. The silty gravel subgrade in slab-on-grade areas should be scarified to a minimum depth of about 6 inches, moisture conditioned to 2 percent above the optimum moisture content, and recompacted to a minimum 95 percent compaction as determined by ASTM D 1557. The gravel cushion should be compacted to a level surface using a vibratory compactor. Exterior slabs-on-grade and concrete walkways should be underlain by at least 4 inches of aggregate base course in lieu of the gravel cushion. The base course should be compacted to a minimum 95 percent compaction as determined by ASTM D 1557. 1 August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 9 CPavement Design For our design, we assumed that the pavement areas will generally be limited to passenger vehicles and light trucks. Flexible and rigid pavement for parking and driveway areas may be designed based on the following sections: Flexible Pavement 2.0" Asphaltic Concrete 6.0" Base Course (minimum CBR= 85) 8.0" Total Thickness Rigid Pavement 6.0" Portland Cement Concrete 4.0" Base Course (minimum CBR= 85) 10.0" Total Thickness The loading zone may be designed based on the following pavement section: 6.0" Portland Cement Concrete 6.0" Base Course (minimum CBR= 85) 12.0" Total Thickness Prior to placement of the base course,the exposed subgrade should be scarified to a minimum depth of 6 inches,moisture conditioned to 2 percent above the optimum moisture content,and compacted to a minimum 95 percent compaction as determined by ASTM D 1557. The base course should be compacted to a minimum 95 percent compaction as determined by ASTM D 1557. Site Grading Site Preparation-The project site should be cleared of all vegetation,construction debris, and other deleterious material. In areas requiring base course or fill placement,the subgrade soils should be scarified to a minimum depth of 6 inches, August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 10 moistened if necessary to 2 percent above the optimum moisture content, and com p acted to a minimum 95 percent compaction as determined by ASTM D 1557. Where basalt is encountered or exposed,scarification may be terminated prior to the minimum 6 inch depth. Any loose material as indicated by pumping conditions should be removed down to competent material and replaced with either approved onsite soil or imported fill compacted in 8-inch loose lifts to a minimum 95 percent compaction as determined by ASTM D 1557. Onsite Fill Material - The onsite silty gravel fill may be reused in compacted structural fills or backfills, provided all rock fragments larger than 3 inches in maximum dimension are removed prior to reuse. Reuse of excavated basalt will require crushing to a well-graded consistency, with a maximum particle size of 3 inches. Imported Fill Material - Imported structural fill should be well-graded, non- expansive granular material. Specifications for imported granular structural fill should indicate a maximum particle size of 3 inches, and state that between 8 and 20 percent of soil by weight shall pass the#200 sieve. In addition,the plasticity index (P.I.) of that portion of the soil passing the #40 sieve shall not be greater than 10. Imported structural fill should have a CBR expansion value of less than 1.0 percent and a minimum CBR value of 12 percent,when tested in accordance with ASTM D 1883. Compaction-All granular fill,including the onsite silty gravel,crushed basalt,and imported granular structural fill, should be placed in horizontal lifts restricted to 8 inches in loose thickness and compacted to a minimum 95 percent compaction as determined by ASTM D 1557. August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 11 Fill placed in areas which slope steeper than 5H:1V should be continually benched as the fill is brought up in lifts. Structural Excavations - Based on our exploratory borings, excavations into the onsite silty gravel fill can generally be accomplished using conventional excavation equipment. However,excavations into harder materials such as the hard basalt may require pneumatic equipment. Temporary cuts into the onsite silty gravel fill should be stable at slope gradients of 1 H:1 V or flatter. However,the contractor should be responsible for conforming to OSHA safety standards for excavations. Slope Gradients-Fill slopes and cut slopes exposing the onsite silty gravel fill may be designed for gradients of 2H:1 V or flatter. Permanent cut slopes into the hard basalt may be designed for gradients of 1 H:1 V or flatter. ADDITIONAL SERVICES We recommend that we perform a general review of the final design plans and specifications. This will allow us to verify that the foundation design and earthwork recommendations have been properly interpreted and implemented in the design plans and construction specifications. For continuity,we recommend that we be retained during construction to(1)observe all probing and grouting operations,(2) check footing excavations prior to placement of reinforcing steel and concrete, (3) review and/or perform laboratory testing on import borrow to determine its acceptability for use in compacted fills, (4) observe structural fill placement and perform compaction testing, and (5) provide geotechnical consultation as required. Our services during construction will allow us to verify that our recommendations are properly interpreted and included in August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 12 construction, and if necessary, to make modifications to those recommendations, thereby reducing construction delays in the eve nt subsurface surface conditions differ from those anticipated. a LIMITATIONS The boring logs indicate the approximate subsurface soil conditions encountered only at those times and locations where our borings were made, and may not represent conditions at other times and locations. This report was prepared specifically for Jerry T.Watanabe,AIA and his consultants for design of the proposed warehouse located at the northwest corner of Kawili and Laukapu Streets in South Hilo. The boring logs, laboratory test results, and recommendations presented in this report are for design purposes only, and are not intended for use in developing cost estimates by the contractor. During construction, should subsurface conditions differ from those encountered in our borings, we should be advised immediately in order to re-evaluate our recommendations, and to revise or verify them in writing before proceeding with construction. Our recommendations and conclusions are based upon the site materials observed, the preliminary design information made available, the data obtained from our site exploration, our engineering analyses, and our experience and engineering judgement. The conclusions and recommendations in this report are professional opinions which we have strived to develop in a manner consistent with that level of care, skill, and competence ordinarily exercised by members of the profession in good standing,currently practicing under similar conditions in the same locality. We will be responsible for those recommendations and conclusions, but will not be August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page 13 responsible for the interpretation by others of the information developed. No warranty is made regarding the services performed, either express ss or implied. Respectfully submitted, r. HIRATA&ASSOCIATES, INC. G.K i Jeniufer G. Hifata 4� R P.E. 'Q � LICENSED 1.A • ch4 PREONGINE'ER * No.12o97 Rick Yoshida, Pr ject Manager Q,. This work was prepared by me or under my supervision Expiration Date of License: April 30, 2014 ft APPENDIX A FIELD INVESTIGATION 7 I to pg Ff {`N fl August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page A1.1 DESCRIPTION OF FIELD INVESTIGATION GENERAL The site was explored on July 2°d and 3`d, 2012, by performing a visual reconnaissance of the site and drilling 5 test borings,ranging in depth from about 15 1: to 20.5 feet, with a CME truck-mounted drill rig. During drilling operations,the soils were continuously logged by our field engineer and classified by visual examination in accordance with the Unified Soil Classification System. The boring logs indicate the depths at which the soils or their characteristics change,although the change could actually be gradual. If the change occurred between sample locations, the depth was interpreted based on field observations. Classifications and sampling intervals are shown on the boring logs. A Boring Log Legend is presented on Plate A3.1,while the Unified Soil and Rock Weathering Classification Systems are shown on Plates A3.2 and A3.3,respectively. The soils encountered are logged on Plates A4.1 through A4.5. Borings were located in the field by measuring/taping offsets from existing site features shown on the plans. The accuracy of the boring locations shown on Plate A2.2 are therefore approximate,in accordance with the field methods used. Surface elevations at boring locations were estimated based on the Grading Plan prepared by Engineering Partners, Inc. dated July 2011. SOIL SAMPLING Representative and bulk soil samples, as well as core samples of rock, were recovered from the borings for selected laboratory testing and analyses. Representative samples were recovered by driving a 3-inch O.D. split tube sampler a total of 18 inches with a 140-pound hammer dropped from a height of 30 inches. The number of blows required to drive the sampler the final 12 inches are recorded August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page A1.2 at the appropriate depths on the boring logs, unless noted otherwise. A bulk soil sample was recovered from near boring B2,between depths of about 6 and 18 inches below ground surface. ROCK SAMPLING Core samples of rock were obtained by drilling with a NX core barrel having an inside diameter of 2.1 inches. Recovery percentages for each core run are shown on the enclosed Boring Logs. The rock quality designation(RQD) for the core runs are also shown on the Boring Logs. This is a modified core recovery percentage which takes into account the number of fractures observed in the core samples. Only pieces of core 4 inches in length or longer, as measured along the centerline, were included in the determination of this modified core recovery percentage. Fractures caused by drilling or handling were ignored. The following is a general correlation between RQD percentages and rock quality: RQD (%) Description of Rock Quality 0- 25 Very Poor 25 - 50 Poor 50 - 75 Fair 75 - 90 Good 90 - 100 Excellent Reference: Tunnel Engineering Handbook, Second Edition, edited by J.O. Bickel, T.R. Kuesel, and E.H.King, 1996. 1 PROJECT SITE i ------- — - - . I 1 1 ktut.t.44tAst 1.4o,dp , -, . k ILA-lane - I 1 ,A3,,,,••='' 1,.; '-'-.. ,,,,t,' - „=, ? .., It= , A , . 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' '• , 2 ` 1' ' i py• 1 ` 1 •• „• ' ),i r- . ,, - t , SL ; ,ig,2,-;:; i ', ' ''''.1 i,f. , ., -, 1 ;$1.;,- i 1 0'A' • • 1. . .... , ' .• *A * A ' If' Ill,,„ - ,Idsininpal itiC :•. , 4 :, ,_.,,, 1 ,,, .1.„1„,,,,,,,„,,„„,,..„-- - - ---.:y- ,A is t..1,,,t, „.ii. • .. s. _ ,,=.,,,t : ' ..iltAA141` _,,, • , t \-,.‘„," > g. ; ' ' '. al V' ;•.' 1. , -; -. Reference: Hawaii Atlas & Gazetteer, Topo Maps of the Entire State NOT TO SCALE by DeLorme (1999) W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. LOCATION MAP Plate A2.1 `':3 N N ti Q o -1 x51 ° , N 0 N i a LS ndd > nd1 $ 11111121,111MIL.-11M11111WilLYITIIIIIIME11111111411, . 4. 1-4 r,.., a) 1 I F il irari�iuT/,ale.74 t• 311112111311111K, _ 21-1.71111-:r14-.",1'M1-: ,11tt\1 0 1 i: _ " '� .1 \\\\ \\ \\\1: - ►III , , OW ' in , , I on,,,,J Er (7) * E-1 :O I t i ? �l - N ° CD i < k WI 0 ■ s. ` o O v�° / 1 e . O U Z ■ O M 1 ► _ III ■I ii �I L AMi VI cp liln DTI ' I NI ,� � -- at v' e,I+ I I It %:_, in '��L : - II — o - ,js � �e�%k 1 31 I Q t .' I :lift. t + " - -"- , is Q E O vi. ;���s 7/i/IWi li Y ' 0 CYCO 4 )‘ co co la 1 r3 y We g - !: ' 6 0 ott c U c ca Y° t 11 8 to gag Li- CD --- C O 0 0 O O a cn J N C' cn a (4 Q O O U O Q p Q �� w 4_ U p J COUNTY OF HAWAII STATE OF HAWAII BILL NO. 110 (Draft 2) ORDINANCE NO. G3 109 AN ORDINANCE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP), ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAI'1 COUNTY CODE, BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE FAMILY RESIDENTIAL (RS-10)TO INDUSTRIAL-COMMERCIAL MIXED (MCX-20) AT WAIAKEA, SOUTH HILO, HAWAII, COVERED BY TAX MAP KEY 2-2-50:37 AND 38. BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII: SECTION 1. Section 25-8-33, Article 8,Chapter 25 (Zoning Code)of the Hawai`i County Code, is amended to change the district classification of property described hereinafter as follows: The district classification of the following area situated at Waiakea. South Hilo, Hawai`i. shall be Industrial-Commercial Mixed: Parcel "A" Beginning at a pipe found at the northeast corner of this parcel of land, also being on the west side of Laukapu Street and at the southeast corner of Lot 4, the coordinates of said point of beginning referred to Government Survey Triangulation Station "HALAI" being 3693.00 feet South and 10,068.10 feet East and thence running by azimuths measured clockwise from true South: 1. 360° 00' 00" 100.00 feet along the west side of Laukapu Street to a pipe set; 2. 90° 00' 00" 225.00 feet along Lot 8, Block 45 to a pipe set; 3. 180° 00' 00" 100.00 feet along Lot 5, Block 45 to a spike found: 4. 270° 00' 00" 225.00 feet along Lots B and 4, Block 45 to the -1- Planning Dept. Exhibit point of beginning and containing an area of 22,500 Square Feet, more or less. Parcel "B" Beginning at a pipe set at the northeast corner of this parcel of land,also being on the west side of Laukapu Street and at the southeast corner of Lot 6, the coordinates of said point of beginning referred to Government Survey Triangulation Station "HAI.AI" being 3793.00 feet South and 10,068.10 feet East and thence running by azimuths measured clockwise from true South: 1. 360° 00' 00" 100.00 feet along the west side of Laukapu Street to a pipe set; 2. 90° 00' 00" 225.00 feet along the north side of Kawili Street to a pipe found; 3. 180° 00' 00" 100.00 feet along Lot 7, Block 45 to a pipe set; 4. 270° 00' 00" 225.00 feet along Lot 6, Block 45 to the point of beginning and containing an area of 22,500 Square Feet, 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, the County Council finds the following conditions are: (I) Necessary to prevent circumstances which may be adverse to the public health, safety and welfare; or (2) 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 successors or assigns shall be responsible for complying with all -2- of the stated conditions of approval. B. The required water commitment payment shall be submitted to the Department of Water Supply in accordance with its"Water Commitment Guidelines Policy" within ninety(90) days from the effective date of this ordinance. Prior to this payment,water calculations with anticipated maximum daily water usage as recommended by a registered engineer shall be submitted to the Department of Water Supply. C. Construction of the proposed development shall be completed within five(5) years from the effective date of this ordinance. Prior to the start of construction, Final Plan Approval for the proposed development shall be secured from the Planning Director in accordance with the Zoning Code. Plans shall identify proposed structures, fire protection measures, paved driveway and parking stalls, common access easement, and other improvements associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of mitigating any potential adverse noise or visual impacts to adjoining parcels. A continuous landscape buffer shall be provided along the entire northern property boundary. The landscaping shall be provided in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements). D. A common access easement with the adjoining parcel identified by Tax Map Key 2-2-50:14 shall be provided along Kawili Street, meeting the approval of the Department of Public Works. This common access shall be limited to ingress traffic movements only. -3- E. A full movement vehicular access from Laukapu Street shall be located at the northern corner of each of the subject properties,meeting with the approval of the Department of Public Works. Vehicular access to the property identified by Tax Map Key: 2-2-050: 038 may be situated at any other location of said property, provided that it also serves as the only Laukapu Street access to the adjoining property identified by Tax Map Key: 2-2-050: 037. F. The driveway connection to the subject parcel from Kawili Street and Laukapu Street shall conform to Chapter 22, Streets and Sidewalks,of the Hawai`i County Code and meet with the approval of Department of Public Works. G. The applicant shall construct roadway improvements to the entire frontage. exclusive of access points, along Kawili Street and I..aukapu Street consisting of. but not limited to,pavement widening with concrete curb. gutter and sidewalk. curb ramp, drainage improvements, and any required relocation of utilities. Said improvements shall be completely constructed in accordance with the requirements and approval of the Department of Public Works prior to the issuance of a certificate of occupancy for any portion of the proposed development. H. A 10-foot wide future road widening strip along the subject property's Laukapu Street frontage shall be delineated on the plans submitted for Plan Approval review. The 10-foot wide future road widening strip. including all improvements required by Conditions F and G, shall be subdivided and dedicated to the County prior to the issuance of a certificate of occupancy for any portion of the proposed development. To decrease further traffic concerns at the intersection of Kawili Street and Make ala Street, the applicant shall coordinate its vehicular access movements -4- with the landowners of the adjoining parcel identified by Tax Map Key 2-2-50:14 to provide internal traffic circulation between the proposed developments. J. A drainage study shall be prepared and any drainage improvements shall be constructed meeting with the approval of the Department of Public Works prior to the issuance of a certificate of occupancy for any portion of the proposed development. K. The applicant shall connect to the existing County sewer lateral meeting with the approval of the Department of Environmental Management prior to the issuance of a certificate of occupancy. L. A Solid Waste Management Plan shall be submitted to the Department of Environmental Management for review and approval. A copy of the approved plan shall be submitted to the Planning Department prior to the issuance of Final Plan Approval. M. All earthwork activity shall conform to Chapter 10, Erosion and Sedimentation Control,of the Hawai`i County Code. N. The applicant shall comply with all applicable laws, rules,regulations and requirements of affected agencies for approval of the proposed development. 0. An annual progress report shall be submitted to the Planning Director prior to the anniversary date of the effective date of the zone change. The report shall address the status of the development and the compliance with the conditions of approval. This condition shall remain in effect until all of the conditions of approval have been complied with, and the Planning Director acknowledges that further reports are not required. -5- P. Should the Hawai`i County 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. Q. 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, its 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 should require an additional extension of time,the Planning Director shall submit the applicant's request to the County Council for appropriate action. R. Should any of the conditions not be met or substantially complied with in a timely fashion, the Planning Director may initiate rezoning of the subject area to its -6- 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: • A.,■Sarr 'Z COI/ COU L MEMBER,COUNTY OF HAWAI`I tyi.lo , Hawai`i Date of Introduction: Jame 18, 2003 Date of 1st Reading: June 18, 2003 Date of 2nd Reading: July 2, 2003 Effective Date: July 9 , 2003 t:FERENCC: Comm. __Lk 9 .2 -7- R5-10 R5-10 RS-1 0 R5-10 j R5-10 I , RS-10 0 u� o 0 a u6' o c PARCEL I'A"(LOT 6) o °c _ SINGLE-FAMILY RESIDENTIAL c R5-00 o I R,5410 3 (RS•tO)TO al al IND(1STRIAL-COMMECIAL MIXED(MCX-20) A$EA=22,500 SQ.IFT. I R5-I O) R5-10 Rs-1 o I R5-10 1 0 R5-10 R5-I O RS-10 1 6- E.Lanikaula ui S I E.Lanikaula St. —� 1 .1 r-_. ) i 1 1 R5-10 RS-I0 • Mj .R5-IO. o R5-10 { RS-l 0 : i I ML-20 . R5-10 I x ML-20, ML-10 RS 1 0 I J : R5-10 • 3,693.00 S N ML-10 I 0 10 068.10E - ° R.5-10 R,5-10 y �///�1//A HALM" R5�I O .c o c o .- - - -4.- - - -1 3,793.00 S c ML-20 IO R ♦����+0•� 10068.10E R5-10 as ML-10 ' •c R.5 1 O ►•••!/f••�-AT "NALAI". 1 ti 's E.KawlU St. E.KawIIi St. 0 - —,1 - PARCEL"B"(LOT 8) ML-20 SINGLE-FAMILY RESIDENTIAL ML•20 ML-20 it o ti• (RS-10)TO ML-20 3\� INDUSTRIAL•COMMERCI$IL ML-20 �m MIXED(MCX•20) AREA=22,500 SQ.FT. N ad 3 RS-I 0 Y o w %/37- t: I S ML-20 ML-20 ML-20 ML-20 360 180 0 , 360 720 1.080 Feet AMENDMENT TO THE ZONING CODE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP) ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE, BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE-FAMILY RESIDENTIAL (RS-10) TO INDUSTRIAL-COMMERCIAL MIXED (MCX-20) AT WAIAKEA, SOUTH HILO, HAWAII PREPARED BY: PLANNING DEPARTMENT COUNTY OF HAWAII TMK: 2-2-050:037&038 Date:April 3,2003 EXHIBIT"A" (HAKS,Inc.:1095) • I' lRECEIV ,•' OFFICE OF THE COUNTY CLERK County of Hawaii firm 7 :!�!--BY------ M�^ - 104103 ._ Hilo . Hawaii (DRAFT 2) ROLL CALL VOTE Introduced By: Bobby Jean Leithead—Todd AYES _ NOES ABS EX Date Introduced: June 18, 2003 Arakaki X First Reading: June 18, 2003 Chung X Published: N/A Elarionoff X I'Iolschuh X REMARKS: Jacobson X Leithead-Todd X Reynolds X Safarik X Tyler X 7 0 2 0 Second Reading: July 2, 2003 ROLL CALL VOTE To Mayor: July 8, 2003 AYES NOES ABS EX Returned: July 9, ' 2003 Arakaki ;; Effective: July • _, 2003 Chung Published: July 20, 2003 Elarionoff X ff _ Holschuh X REMARKS.. _ Jacobson X l.eithead-Todd 1; Reynolds ,- Safarik h Tyler / 6 0 _ 3 I DO HEREBY CERTIFY that the foregoing BILL was adopted by the County Council published as indicated above. APPROVED AS TO ,% 'i'4 FORM AND LEGALITY: g' 194 �. f lcz - COU■ CIL CHAIRMAN DEPUTY CORPORATION COUNSEL COUNTY OF HAWAII (')LINTY CLERK Date 1 \ 8)12) Bill No.: 110 (Draft 2) 1 PP Reference C-249.2/PC-41 Approve I isapproved this day ref J 'u l , 70 a3 Ord No.: __ 03 109 XL___*..., MAYO . C)UNTYOFHAWAII Li i - ExP/ RTMENT OF PUBLIC WORKS COUNTY OF HAWAII H I LO, HAWAII DATE: April 30, 2013 WeeMeledadaift TO: BJ Leithead Todd, Planning Director FROM: Department of Public Works, Engineering Division SUBJECT: CHANGE OF ZONE (REZ 1018, DOCKET NO. 03-000004) Applicant: Vince M. Kimura Request: Five-Year Time Extension to Comply with Condition C Tax Map Key: 2-2-050: 037 & 038 We have reviewed the subject request forwarded by your memo dated April 11, 2013 and have no objections to the request. Questions may be referred to Kelly Gomes at ext. 8327. r-§-EANNED Planning opt% County of Hawaii is an Equal Opportunity Provider and Employer Exhibit „i3e wATER'_- 30 mil. 19 49t °0 DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII -oGyry .,1 ∎” ' 345 KEKUANAO'A STREET, SUITE 20 • HILO, HAWAII 96720 TELEPHONE (808) 961-8050 • FAX (808) 961-8657 April 25, 2013 TO: Ms. BJ Leithead-Todd, Director - Planning Department FROM: Quirino Antonio,Jr.,Manager—Chief Engineer c.,rt _-� -," SUBJECT: CHANGE OF ZONE APPLICATION(REZ 03-000004) ' APPLICANT—VINCE M.KIMURA REQUEST: FIVE-YEAR TIME EXTENSION co —1 TAX MAP KEY 2-2-050:037 AND 038 We have reviewed the five-year time extension request. Please be informed that the water commitment established in 2009 for the subject rezoning expired on August 31, 2012, at the end of the three-year initial time period allowed for water commitments. Pursuant to Rule 5 of the Department of Water Supply's Rules and Regulations, one-year time extensions are considered for applicants who have sincerely and in good faith proceeded with their project. Requests for extension of a water commitment shall be submitted to the Department in writing by the applicant prior to the commitment expiration date. Annual extensions require an additional deposit of$150.00. Like the initial water commitment deposit, water commitment time extension deposits are applied to the facilities charge(FC)at the time of payment of the FC. It is the responsibility of the applicant to be aware of the time extension period and renewal date. No notice is provided to the applicant by the Department. To reinstate the water commitment that was previously established,the applicant is advised to send a written request and a water commitment extension deposit of$150.00 to the Department immediately with a copy of this letter. Notice of the Department's action to extend the water commitment will be in writing to the applicant with a new expiration date identified. Should there be any questions,please contact Mr. Lawrence Beck of our Water Resources and Planning Branch at 961-8070,extension 260. Sin t ours, iPlanning Dept. Quir A o Antonio,Jr.,P.E. ElEhlliit Man: .er-Chief Engineer L SCANNED B:dfg ZAPR 2 e 2013 copy- Mr.Vince M. Kimura Ely:0 8 4 8 3 3 . . .'Water, Our Most Precious resource . . . Ka Wai A.mane . . . The Department of Water Supply is an Equal Opportunity provider and employer. iik y a 0 • P]j," stile :77r"y ° "E 1 ;• 6� „i;'�P.. Dora Beck,P.E. William P.Kenoi � ,r,. Mayor -_-ys+t Acting Director Walter K.M.Lau os M►+'�• Managing Director Gnirk of c afnui`f DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo,Hawaii 96720 (808)961-8083 •Fax(808)961-8086 http:Ilco.hawaii.hi.us/directoryldir envmng.htm MEMORANDUM Date : April 12,2013 To : BJ LEITHEAD TODD,Planning Director From: DORA BECK,P.E.,Acting Director ' `n Subject: Change of Zone(REZ 1018,Docket No. 03-000004) Applicant:Vince M.Kimura Request: Five-Year Time Extension to Comply with Condition C(Complete Construction)of Change of Zone Ordinance No. 03-109 TMK: 2-2-050:037, 038 The Solid Waste Division has reviewed the subject application and offers the following recommendations (Please note Wastewater Division's comments will submitted separately): DEPARTMENT COMMENTS: ( ) Wastewater Division had no comment as this area is not a sewered and there are no immediate plans for sewering of the area. ( ) Other SOLID WASTE COMMENTS: (Contact Solid Waste Division for details.) ( ) No comments ( ) Commercial operations, State and Federal agencies,religious entities and non-profit organizations may not use transfer stations for disposal. ( ) Aggregates and any other construction/demolition waste should be responsibly reused to its fullest extent. ( ) Ample and equal room should be provided for rubbish and recycling. ( ) Green waste may be transported to the green waste sites located at the Kailua and Hilo transfer stations,or other suitable diversion programs. ( ) Construction and demolition waste is prohibited at all County Transfer Stations. ( ) Submit Solid Waste Management Plan in accordance with attached guidelines. ( ) Existing Solid Waste Management Plan is to be followed. Provide update to the department on current status. ( ) Other: SCANNED max_ diiiilir County of Hawaii is an Equal Opportunity Provider and Employer. r''i o n n I n g Dept. Fxhihit S �tvos - a s t• : r, .k ... . , :441. :! •f�� "' //• �: William P.Kenoi � •• . ;:, + Dora Beck,P.E. Mayor ± r r r Actiw,yirector Walter K.M.Lau ..'rt•os•iti _ Managing Director County of Hawai i DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 25 Aupuni Street • Hilo,Hawaii 96720 (808)961-8083 Fax(808)961-8086 http://co.hawaii.hi.us/directory/dir envmng.htm MEMORANDUM Date : April 16,2013 To : BJ LEITHEAD TODD,Planning Director From: DORA BECK,P.E.,Acting Director f Subject: Change of Zone(REZ 1018,Docket No. 03-000004) Applicant:Vince M.Kimura Request:Five-Year Time Extension to Comply with Condition C(Complete Construction)of Change of Zone Ordinance No.03-109 TMK:2-2-050:037, 038 The Wastewater Division has reviewed the subject application and offers the following recommendations (please note Solid Waste Division comments will be submitted separately): DEPARTMENT COMMENTS: WASTEWATER COMMENTS: (Contact Wastewater Division for details.) �-- ( ) No comments Lyle Hirota (X) Require connection of existing and/or proposed structures to the public sewer in accordance with Section 21-5 of the Hawai'i County Code. ( ) Require Council Resolution to approve sewer extension in accordance with Section 21-26.1 of the Hawai'i County Code.Complete Sewer Extension Application. ( ) Require extension of the sewer system to service the proposed subdivision in accordance with Section 23-85 of the Hawai'i County Code. (X) Check or line out as applicable: [ X ]If required by the 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. ( X)Other: No objection to time extension request. 084658 County of Hawaii is an Equal Opportunity Provider and Employer. 0 0 ;,1.11'' q7.-. ''ff r --JNSY OF h , William P.Keno .„ yA u Harry S.Kubojiri Mayor (tr•..C.LL p.y Police Chief � �v r ,�.r 1, ',, Paul K.Ferreira Deputy Police Chief County of Hawai'i POLICE DEPARTMENT 349 Kapi`olani Street • Hilo,Hawaii 96720-3998 (808)935-3311 • Fax(808)961-2389 May 7, 2013 TO : BJ LEIT AD TODD, LANNING DIRECTOR FROM : HJNR . AVAR S; R. ASSISTANT POLICE CHIEF AREA I PERATION UREAU SUBJECT : CHANGE OF ZONE (REZ 1018, DOCKET NO. 03-000004) APPLICANT: VINCE M. KIMURA REQUEST: FIVE-YEAR TIME EXTENSION TO COMPLY WITH CONDITION (COMPLETE CONSTRUCTION) OF CHANGE OF ZONE ORDINANCE NO. 03-109; TAX MAP KEY: 2-2-050: 037, 038 Staff, upon reviewing the provided documents, does not anticipate any significant impact to traffic and/or public safety concerns. Thank you for allowing us the opportunity to comment. If you have any questions, please contact Captain Robert Wagner of our S. Hilo Patrol Division at 961-2214. RW:IIi 130250 SCANIlE ag 66ts "Hawai'i County is an Opportunity Planning Dept. ty Equal O ortuni Provider and Employer" Exhibit_k_ NEIL ABERCROMBIE LORETTA J.FUDDY,A.C.S.W.,M.P.H. oc ,GOVERNOR Cosa, y• , Director of Health i ye, STATE OF HAWAII DEPARTMENT OF HEALTH P.O.BOX 916 HILO,HAWAII 96721-0916 MEMORANDUM DATE: April 22, 2013 TO: Bobby Jean Leithead Todd Planning Director, County of Hawaii FROM: ?Newton Inouye di District Environmental Health Program Chief SUBJECT: Change of Zone (REZ 1018,Docket No. 03-000004) Applicant: Vince M. Kimura Request: Five-year Time Extension to comply With Condition C, (Complete Construction) of Change of Zone Ordinance No. 03-109 TMK: 2-2-050:037, 038 The subject project is located within or near proximity to the County sewer system. a. All wastewater generated shall be disposed into the County sewer system. SCANNED 201 WORD:REZ 1018eh. . 084756 Planning D pt. FYhibit From the desk of: Vince M. Kimura i*, 2: ?2 31 Makaala Street, Hilo HI 96720 Ph: 808-938-7742 Fax: 808-961-5271 10 May 2013 County of Hawaii Planning Dept Attn: B1 Leithead Todd, Planning Director 101 Pauahi Street#3 Hilo HI 96720 Re: Water Commitment Renewal Job: Change of Zone Application REZ 03-000004 TMK: 2-2-50-37 &38 To: Planning Commission, Please find attached letter copy from DWS and my response to DWS regarding Water Commitment Renewal. Along with the letter to DWS I furnished a deposit of$150. For concerns or verification—you may contact Mr. Larry Bech in the Water Resources department of DWS at 961-8070, extn 260. Sincerely, Vince Kimura Ph: 808 938-7742 Email: vinniek@csinchawaii.com Planning Dept. Exhibit,,,.,._.9 Sf , 0 'Si t 40g 0 0 WAS ea 4 o. g • •` DEPARTMENT OF WATER SUPPLY • COUNTY OF HAINAINI r 4yyw .., „k*T: 345 K_6 u^h#AO`A STREET, SUITE 20 P-1#LD, Ei iWttAi't 96724 TELEPHONE (808) 961-8050 . FAX (808) 961-8657 April 25,2013 T0: Ms. BJ Leithead-Todd, Director Planning Department _...r. FROM Quirino Antonio,Jr.,Manager-Chief Engineer ' SUBJECT: CHANGE OF ZONE APPLICATION(REZ 03-000004) ""W APPLICANT-VINCE M.KIMURA -..: REQUEST: FIVE-YEAR TIME EXTENSION cr► TAX MAP KEY 2-2-050:037 AND 038 We have reviewed the five-year time extension request. Please be informed that the water commitment established in 2009 for the subject rezoning expired on August 31,2012,at the end of the three-year initial time period allowed for water commitment& Pursuant to Rule 5 of the Department of Water Supply's Rules and Regulations,one-year time extensions are considered for applicants who have sincerely and in good faith proceeded with their project. Requests for extension of a water commitment shall be submitted to the Department in writing by the applicant prior to the commitment expiration data. Annual extensions require an additional deposit of$150.00. Like the initial water commitment deposit, water commitment time extension deposits are applied to the facilities charge(FC)at the time of payment of the PC. It is the responsibility of the applicant to be aware of the time extension period and renewal date. No notice is provided to the applicant by the Department. To reinstate the water commitment that was previously established,the applicant is advised to send a written request and a water commitment extension deposit of$150.00 to the Department immediately with a copy of this letter. Notice of the Department's action to extend the water commitment will be in writing to the applicant with a new expiration date identified. Should there be any questions,please contact Mr.Lawrence Beck of our Water Resources and Planning Branch at 961-8070,extension 260. Si -- - ►ours, i / c , ,, Quir o Antonio,Jr.,P.E. M: -Chief Engineer D LB:dfg APR 2 6 2013 copy-Mr.Vince M. Kimura i y:0 8 4 8 3 3 . . .Water, Our Most Precious Resource. . . Ka Wai A Kane. . . Tha Departmen?aP L;aFd:r S�!g'p;y„c�,n qu 1 a,,,,,, ,f pr.:.„,,.;nd fin,„ 085143 • 9 From the desk of: Vince M. Kimura 31 Makaala Street, Hilo HI 96720 Ph: 808-938-7742 Fax: 808-961-5271 26 April 2013 County of Hawaii Dept of Water Supply Attn: Quirino Antonio Jr. Manager—Chief Engineer 345 Kekuanaoa Street#20 Hilo HI 96720 Re: Change of Zone#03-004 TMK: 2-2-50-37&38, Water Commitment Dear Mr.Antonio My project for Central Supply and it's new facility has been delayed from the process of engineering and planning department conditions. Everyone is moving forward but in a slow pace. Because of much delay I am humbly asking your department to reinstate our water commitment for a year as we plan to begin the bidding process as soon as the Planning Department issues a permit and extends the change of zone timeline. Please contact me if more information is needed. Attached—a copy of your letter dated April 25, 2013. Sincerely, aL, Vince Kimura Ph: 808 938-7742 Email: vinniek@csinchawaii.com py 085143 RKimura-REZ1018.jwd-05-14-13 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION VINCE M. KIMURA (FORMERLY HAKS,INC.) CHANGE OF ZONE ORDINANCE NO. 03-109 (REZ 1018) AMENDMENT TO CONDITION C (TIME TO COMPLETE CONSTRUCTION) Upon review of the request, the Planning Director recommends that a favorable recommendation of the request to amend Condition C of Change of Zone Ordinance No.03-109 be forwarded to the County Council. Since this recommendation is made without the benefit of public testimony, the Director reserves the right to modify and/or alter this position based upon additional information presented at the public hearing. This favorable recommendation is based on the following findings: Change of Zone Ordinance No. 03-109 was approved by the County Council to change the district classification from Single Family Residential (RS-10) to Industrial- Commercial Mixed (MCX-20) for TMKs: 2-2-050: 037 &038. The effective date of the ordinance is July 9, 2003. The original applicant(HAKS, INC)proposed to construct two (2)warehouse buildings; one building for storage and the other building was to be used for a combination of retail/warehouse or other permitted industrial uses. The new applicant (Vince M. Kimura) is proposing to develop one new warehouse building, which will be the new location of Central Supply Incorporated that is currently located on Maka`ala Street. The applicant has submitted a request for a 5-year time extension to comply with Condition C of Change of Zone Ordinance No. 03-109 (REZ 1018),which states: "Construction of the proposed development shall be completed within five (5) years from the effective date of this ordinance. Prior to the start of construction, Final Plan Approval for the proposed development shall be secured from the Planning Director in accordance with the Zoning Code. Plans shall identify proposed structures, fire protection measures, paved driveway and parking stalls, common access easement, and other improvements associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of -1- Attachment to: Comm. 410 Bill 121 mitigating any potential adverse noise or visual impacts to adjoining parcels. A continuous landscape buffer shall be provided along the entire northern property boundary. The landscaping shall be provided in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements)." The amendment request 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. The applicant has indicated that the reason for non-performance is mainly due to unforeseen foundation issues that have required a change to the design of the project and has required additional work. These unforeseen issues have caused delays that have prevented the applicant from finishing the project by the deadline for compliance with Condition C. The applicant indicated that the plans have been submitted for review at this time. Based on the reasons provided, it is determined that the applicant could not have foreseen the foundation issues, which was beyond their control, and was not the result of their fault or negligence. Approval of this time extension request would not be contrary to the General Plan,the Zoning Code, or the original reasons for the granting of the Change of Zone. There have not been any significant changes to the General Plan for this area since this request was originally approved that would affect this project. The request continues to be consistent with the General Plan Land Use Pattern Allocation Guide(LUPAG) Map,which designate this area as Industrial. These areas include uses such as manufacturing and processing, wholesaling, large storage and transportation facilities, light industrial and industrial-commercial uses. Additionally, the use continues to be consistent with the Land Use and Economic elements of the General Plan. The requested MCX zoning would continue to be consistent with the transition of this particular section of the Waiakea House Lots area into a mixed use, industrial and commercial area and be compatible. The adjacent property to the north is a vacant property zoned MCX-20, which was approved under Ordinance No. 11-027 on March 28, 2011. To the south across East Kawili Street is the Kanoelehua industrial area which consists of properties zoned ML-20. To the east across Laukapu Street is an industrial- -2- commercial complex zoned ML-20 and a property zoned MCX-20, which was approved under Ordinance No. 09-90A on September 2, 2009 and is currently used for residential uses. The adjacent property to the west is zoned MCX-20, which was approved under Ordinance No. 03-108 on July 9, 2003. The request is not contrary to Zoning Code and is not contrary to the original reasons for granting the change of zone. The property is located within an area adequately served with essential services and facilities such as water, sewer, transportation systems and other utilities. Due to the proposed MCX zoning request, Laukapu Street would be required to be widened to a 60-foot right-of-way to accommodate commercial/industrial uses. As such, a 10-foot road widening strip along the Laukapu Street frontage will impact the property. The applicant has already subdivided this portion and will dedicate it to the County once all required improvements are completed. The project has no severe geological or topographical problem which cannot be properly rectified or which would render the land unusable. The project site is classified as Flood Zone X, areas determined to be outside the 500-year flood plain, on the Flood Insurance Rate Map (FIRM)prepared by the Federal Emergency Management Agency (FEMA). Based on the above discussion, the granting of the amendment request continues to be consistent with, and not contrary to, the General Plan, Zoning Code, and the original reasons for granting the change of zone. Based on the above findings, it is recommended that a favorable recommendation to amend Change of Zone Ordinance 03-109 be forwarded to the County Council. The accompanying draft bill reflecting an amendment to conditions of Ordinance No. 03-109 is provided for your favorable consideration. (Material to be deleted is bracketed and strike through and material to be added is underscored). -3- JMYYfOi/ COUNTY OF HAWAII ' '. STATE OF HAWAII BILL NO. ORDINANCE NO. Lp(aunorof 17.cpt) AN ORDINANCE AMENDING ORDINANCE NO. 03 109 WHICH RECLASSIFIED LANDS FROM SINGLE-FAMILY RESIDENTIAL(RS-10) TO INDUSTRIAL-COMMERCIAL MIXED (MCX-20) AT WAIAKEA, SOUTH HILO,HAWAII, COVERED BY TAX MAP KEY 2-2-050:037 AND 038. BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII: SECTION 1. Section 2 of Ordinance No. 03 109 is amended as follows: "SECTION 2. In accordance with Section 25-2-44, Hawai`i County Code 1983 (2005 Edition), the County Council finds the following conditions are: (1) Necessary to prevent circumstances which may be adverse to the public health, safety and welfare; or (2) 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 2. Material to be deleted is bracketed and stricken. New material is underscored. SECTION 3. In the event that any portion of this ordinance is declared invalid, such invalidity shall not affect the other parts of this ordinance. SECTION 4. This ordinance shall take effect upon its approval. INTRODUCED BY: COUNCIL MEMBER, COUNTY OF HAWAII Hilo, Hawaii Date of Introduction: Date of 1st Reading: Date of 2nd Reading: Effective Date: -2- CKimura-REZ 1018.j wd-07-16-13 VINCE M. KIMURA (FORMERLY HAKS, INC.) CHANGE OF ZONE ORDINANCE NO. 03-109 (REZ 1018) CONDITIONS OF APPROVAL A. The applicant, its successors or assigns shall be responsible for complying with all of the stated conditions of approval. B. The required water commitment payment shall be submitted to the Department of Water Supply in accordance with its "Water Commitment Guidelines Policy" within ninety(90) days from the effective date of this ordinance. Prior to this payment,water calculations with anticipated maximum daily water usage as recommended by a registered engineer shall be submitted to the Department of Water Supply. C. Construction of the proposed development shall be completed within five(5) years from the effective date of this amended ordinance. Prior to the start of construction, Final Plan Approval for the proposed development shall be secured from the Planning Director in accordance with the Zoning Code. Plans shall identify proposed structures, fire protection measures,paved driveway and parking stalls, common access easement, and other improvements associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of mitigating any potential adverse noise or visual impacts to adjoining parcels. A continuous landscape buffer shall be provided along the entire northern property boundary. The landscaping shall be provided in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements). D. A common access easement with the adjoining parcel identified by Tax Map Key 2-2-50:14 shall be provided along Kawili Street,meeting the approval of the Department of Public Works. This common access shall be limited to ingress traffic movements only. E. A full movement vehicular access from Laukapu Street shall be located at the northern corner of each of the subject properties, meeting with the approval of the Department of Public Works. Vehicular access to the property identified by Tax Map Key: 2-2-050: 038 may be situated at any other location of said property, provided that it also serves as the only Laukapu Street access to the adjoining property identified by Tax Map Key: 2-2-050: 037. F. The driveway connection to the subject parcel from Kawili Street and Laukapu Street shall conform to Chapter 22, Streets and Sidewalks, of the Hawai`i County Code and meet with the approval of Department of Public Works. G. The applicant shall construct roadway improvements to the entire frontage, exclusive of access points, along Kawili Street and Laukapu Street consisting of, but not limited to,pavement widening with concrete curb, gutter and sidewalk, curb ramp, drainage improvements, and any required relocation of utilities. Said improvements shall be completely constructed in accordance with the requirements and approval of the Department of Public Works prior to the issuance of a certificate of occupancy for any portion of the proposed development. H. A 10-foot wide future road widening strip along the subject property's Laukapu Street frontage shall be delineated on the plans submitted for Plan Approval review. The 10-foot wide future road widening strip, including all improvements required by Conditions F and G, shall be subdivided and dedicated to the County prior to the issuance of a certificate of occupancy for any portion of the proposed development. To decrease further traffic concerns at the intersection of Kawili Street and Maka`ala Street, the applicant shall coordinate its vehicular access movements with the landowners of the adjoining parcel identified by Tax Map Key 2-2-50:14 to provide internal traffic circulation between the proposed developments. J. A drainage study shall be prepared and any drainage improvements shall be constructed meeting with the approval of the Department of Public Works prior to the issuance of a certificate of occupancy for any portion of the proposed development. K. The applicant shall connect to the existing County sewer lateral meeting with the approval of the Department of Environmental Management prior to the issuance -2- of a certificate of occupancy. L. A Solid Waste Management Plan shall be submitted to the Department of Environmental Management for review and approval. A copy of the approved plan shall be submitted to the Planning Depaitment prior to the issuance of Final Plan Approval. M. All earthwork activity shall conform to Chapter 10, Erosion and Sedimentation Control, of the Hawai`i County Code. N. The applicant shall comply with all applicable laws, rules, regulations and requirements of affected agencies for approval of the proposed development. O. An annual progress report shall be submitted to the Planning Department prior to the anniversary date of the effective date of the zone change. The report shall address the status of the development and the compliance with the conditions of approval. This condition shall remain in effect until all of the conditions of approval have been complied with, and the Planning Director acknowledges that further reports are not required. P. Should the Hawai`i County 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. Q. [ • -- - ., , -- I •. . .• - - circumstances: _ - -- 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. -3- 1. 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 ] If the applicant should require an additional extension of time,the Planning Director shall submit the applicant's request to the County Council for appropriate action. R. Should any of the conditions not be met or substantially complied with in a timely fashion, the Planning Director may initiate rezoning of the subject area to its original or more appropriate designation. -4- R5-10 R5-10 R5-10 R5-10 R5-10 j , R5-10 O c o R5-10 ? ,o 49 PARCEL 'A"(LOT 6) c i I3 SINGLE-FAMI Y RESIDENTIAL c R..5-ii o R54 10 (RS- 0)TO e INDUSTRIAL OMME CIAL • MIXED MCX-20 AREA=2 ,500 SQ.IFT. Rs-lo R5-10 Rs_10 I R5.•Io 0 R5-10i R5-10 RS-10 L—L—J 11 °� E.Lanikaula St. E.Lanikaula St I RS-10 R5-to y ••R5-1O• 0 RS-f 0 i; - n ML-20 R5-10 R5-10 j ev `� I x . ML-20 , .. ML-10 R5:10 J , R5-10 • 3,693.00 S ML-10 j7JI 10068.10E HALM" Rya I o Y RS-10 iiiit'iiiif� 3,793.00 S R ♦����♦•�� g ML-20 10068.10F R.5-10 go c R5-!O ∎•�j�j•�•j•�•`�j•« ML-10 I S ■ fi�A�. A.A•�A "NALAI".. ) E.Kawili St. E.Kawili St. PARCEL"B"(LOT 8) ML-20 SINGLE-FAMILY RESIDENTIAL ML.20 ML-20 :,A, (RS-10)TO ML-20 INDUSTRIAL-COMMERCIAL ML-20 MIXED(MCX-20)AREA=22,500 SQ.FT. »= N t 33 R5-10 Y c �\�j a 2 W is,,,,,■-- L I S ML-20 ML-20 ML-20 M1-20 360 180 0 360 720 1,080 Feet AMENDMENT TO THE ZONING CODE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP) ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE, BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE-FAMILY RESIDENTIAL (RS-10) TO INDUSTRIAL-COMMERCIAL MIXED (MCX-20) AT WAIAKEA, SOUTH HILO, HAWAII PREPARED BY: PLANNING DEPARTMENT COUNTY OF HAWAII TMK: 2-2-050:037&038 Date:April 3,2003 EXHIBIT "A" (HAKS,Inc.:1095) FOR REFERENCE ONLY MAJOR DIVISIONS GROUP TYPICAL NAMES SYMBOLS GRAVELS CLEAN -�`_' GIN Well graded gravels, gravel—sand mixtures, little or ((More than GRAVELS c-��l 50% of (Little or no Poorly graded gravels or gravel—sand mixtures, little fines.) - GP or no fines. coarse — fraction is s 3 COARSE LARGER than GRAVELS 0 GM Silty gravels, gravel—sand—silt mixtures. GRAINED the No. 4 WITH FINES # SOILS sieve size.) (Appreciable (M o re th an :amt. of fines,)j GC . Clayey gravels, gravel—sand—clay mixtures, 50% of the material is CLEAN i - SW Well graded sands, gravelly sands, little or no fines. LARGER than SANDS SANDS _ • No. 200 (More than (Little or no • sieve size.) 50% of fines.) ; SP Poorly graded sands or gravelly sands, little or no coarse fines. fraction is SANDS •SMALLER than WITH FINES • • ; SM Silty sands, sand—silt mixtures.•the No. 4 (Appreciable sieve size.) // . : amt. of fines.): ' ./.. SC Clayey sands, sand—clay mixtures. J ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity. FINE SILTS AND CLAYS � CL Inorganic clays of low to medium plasticity, gravelly GRAINED (Liquid limit LESS than 50.) // clays, sandy clays, silty clays, lean clays. SOILS III (More than I I I I OL Organic silts and organic silty clays of low plasticity. 50% of the material is MH Inorganic silts, micaceous or diatomaceous fine sandy SMALLER than or silty soils, elastic silts. No. 200 SILTS AND CLAYS sieve size.) (Liquid limit GREATER / CH Inorganic clays of high plasticity, fat clays. than 50.) , , // OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS y W PT Peat and other highly organic soils. F-'+ + + + '+'+'f FRESH TO MODERATELY WEATHERED BASALT VOLCANIC TUFF / HIGHLY TO COMPLETELY WEATHERED BASALT \ CORAL SAMPLE DEFINITION F4 2" O.D. Standard Split Spoon Sampler X Shelby Tube RQD Rock Quality Designation 3" O.D. Split Tube Sampler NX / 4" Coring �L Water Level W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. BORING LOG LEGEND Plate A3.1 PLASTICITY CHART Liquid Limit 0 10 20 30 40 50 60 70 80 90 100 60 I 50 CH I x 40 0 • • Pe 30 U v CL 20 MH & OH 10 Amor/' ML & OL 0 GRADATION CHART COMPONENT DEFINITIONS BY GRADATION COMPONENT SIZE RANGE Boulders Above 12 in. Cobbles 3 in. to 12 in. Gravel 3 in. to No. 4 (4.76 mm) Coarse gravel 3 in. to 3/4 in. Fine gravel 3/4 in. to No. 4 (4.76 mm) Sand No. 4 (4.76 mm to No. 200 (0.074 mm) Coarse sand No. 4 (4.76 mm to No. 10 (2.0 mm) Medium sand No. 10 (2.0 mm to No. 40 (0.42 mm) Fine sand No. 40 (0.42 mm) to No. 200 (0.074 mm) Silt and clay Smaller than No. 200 (0.074 mm) W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. UNIFIED SOIL CLASSIFICATION SYSTEM Plate A3.2 HIRATA & ASSOCIATES, INC. 111 BORING LOG W.O. 12-5360 BORING NO. B1 DRIVING WT. 140 lb. START DATE 7/2/12 SURFACE ELEV. 37.5±* DROP 30 in. END DATE 7/2/12 D G S -. E R A • BLOWS DRY MOIST. P A M PER DENSITY CONT. DESCRIPTION T P P FOOT (PCF) (%) 1. H N E _ _ Silty GRAVEL (GM) - Dark gray, moist, medium s 27 95 9 dense, with sand. (FILL) _ = = AC grinds from 1.5 to 2.5 feet. I = 8 104 6 Loose at 3 feet. , = .z:-. *--a 20 81 20 T 5F 5F FF 5F I I 12/6" No Recovery 10-+T1+Ti+T'+ BASALT (WS-WM) - Gray, hard, fractured, vesicular, �-�1 t��+��{ slightly to moderately weathered. I ' I- +-11.711:-1 4 I- I- I- Begin NX coring at 10 feet. +H I- I�+ 100% Recovery from 10 to 15 feet Fi-4-1-+I-4 RQD = 48% I- .1--1+-1+- i i —15 '�+ 1-I-, —15 100% Recovery from 15 to 20 feet r + + + RQD = 23% +-I-F-1+-14 I I- +I 471+-14 +--I-11+--I±1 -' —20 +,±,±,± End boring at 20 feet. Neither groundwater nor seepage water encountered. —25- * Elevations based on Grading Plan provided by Jerry T. Watanabe, AIA on 7/09/12. —30— Plate A4.1 HIRATA & ASSOCIATES, INC. BORING LOG W.O. 12-5360 IBORING NO. B2 DRIVING WT. 140 lb. START DATE 7/2/12 SURFACE ELEV. 37± DROP 30 in. END DATE 7/2/12 D G S E R A BLOWS DRY MOIST. P A M PER DENSITY CONT. DESCRIPTION T . - P e•.. /r,ter\ ,,.r1 r I r L F Ou T irCr) (!o) € H H E 1 — 0 - . Silty GRAVEL (GM) — Dark gray, moist, medium - dense, with sand. (FILL) = 18 92 12 _ 1 I 23/6" 67 19 With cobbles from 3.5 feet �I I 33/6" 89 12 Begin NX coring at 5.5 feet. _� 88% Recovery from 5.5 to 10.5 feet RQD = 8% +'+'+-'+ BASALT (WS—WM) — Gray, hard, highly fractured, +I +I_+I�+ vesicular, slightly to moderately weathered. —10— -f—+ + +''+-'+'+ — 98% Recovery from 10.5 to 15.5 feet +�'+�'+�'+ RQD = 15% 1 I 1 hl I— I- I rl±I±I + I I I +I±I +I + I I I +I +I + + —Jf 1 T I+ — 5 �T 'IT'IT +I +±I±— 100% Recovery from 15.5 to 20.5 feet +1-1-- —I + RQD = 13% +I +I +I± -I I I +I +I +I t -I I I +I +I +I f -I I I I I I —20—+;I+ 1+ I+ End boring at 20.5 feet. Neither groundwater nor seepage water encountered. —25- -30— Plate A4.2 I HIRATA & ASSOCIATES, INC. BORING LOG W.O. 12-5360 BORING NO. B4 DRIVING WT. 140 lb. START DATE 7/2/12 SURFACE ELEV. 30± DROP 30 in. END DATE 7/3/12 i D G S E R A BLOWS DRY MOIST. P A M PER DENSITY CONT. DESCRIPTION T P . F FOOT (PCF) (.%)_ i.H H E _ — 0 Silty GRAVEL (GM) - Dark gray, moist, medium }, 1 +I dense, with sand and cobbles. (FILL) +1 I I�+ — Begin NX coring at 0 feet. +1 +I +1�+ 100% Recovery from 0 to 2 feet +I±1±1± RQD = 38% +=�+=1+1i BASALT (WS-WM) - Gray, hard, fractured, vesicular, +�'+�'+�'+ slightly to moderately weathered. — 5 —+�!+i!+�!+ — 100% Recovery from 2 to 5 feet +1-1 I -- RQD = 17% I I I +I-+I-4-1-4 +I!+-!+I- +-1+-1+-1++ 100% Recovery from 5 to 10 feet _ RQD = 43%HI- +I-+1- 1 - 4--1+-1+-1+ +I±I +1_+ i -10 ��!+-+-+ — 100% Recovery from 10 to 15 feet + '- I+ I+ RQD - 32% I I I }1 +I +I + f-1+-1+-I+ '..I +I + + 1 I I +I +I +I + I I I +I +I +i + —15 4:-.4--'4- 4 1 End boring at 15 feet. —20— Neither groundwater nor seepage water encountered. —25— —30— Plate A4.4 HIRATA & ASSOCIATES, INC. I BORING LOG W.O. 12-5360 BORING NO. B5 DRIVING WT. 140 lb. START DATE 7/3/12 SURFACE ELEV. 31.5± DROP 30 in. END DATE 7/3/12 D G S E R M BLOWS DRY MOIST. P A PER DENSITY CONT. DESCRIPTION T P P FOOT . (PCF) (%) H H E Silty GRAVEL (GM).– Dark gray, moist, medium — dense, with sand and cobbles. (FILL) tgi� _ _ Begin NX coring at 0 feet. +- �1+-i+-1 82% Recovery from 0 to 5 feet ������ RQD = 33% 4!14-1+-'+ BASALT (WS–WM) – Gray, hard, highly fractured, +�'+�'+�'+ vesicular, slightly to moderately weathered. — 5 —1-i+.+'+ 100% Recovery from 5 to 10 feet I- RQD = 17% +1 +1 +l± i i i I- 171 -14714 I-+ 1- +-1+-1÷-1-I•� � i 1 10-+�!+L!+ + -- 100% Recovery from 10 to 15 feet 1.-1. RQD = 58% +''-r -I IT R'..iv = 58% +I--I-1-+1-4 I —15—,` a- + -k End boring at 15 feet. —20— Neither groundwater nor seepage water encountered. —25- -30— Plate A4.5 APPENDIX B LABORATORY TESTING 1 August 30,2012 W.O. 12-5360 Hirata & Associates, Inc. Page B1.1 DESCRIPTION OF LABORATORY TESTING CLASSIFICATION Field classification was verified in the laboratory in accordance with the Unified Soil Classification System. Laboratory classification was determined by visual examination. The final classifications are shown at the appropriate locations on the Boring Logs, Plates A4.1 through A4.5. MOISTURE-DENSITY Representative samples were tested for field moisture content and dry unit weight. The dry unit weight was determined in pounds per cubic foot while the moisture content was determined as a percentage of dry weight. Samples were obtained using a 3-inch O.D. split tube sampler. Test results are shown at the appropriate depths on the Boring Logs, Plates A4.1 through A4.5. SHEAR TEST A shear test was performed in the Direct Shear Machine which is of the strain control type. Each sample was sheared under varying confining loads in order to determine the Coulomb shear strength parameters,cohesion and angle of internal friction. Test results are presented on Plate B2.1. PROCTOR TEST A modified Proctor test was performed in general accordance with ASTM D 1557 on a bulk sample obtained from near boring B2 between depths of about 6 and 18 inches below grade. The test is used to determine the optimum moisture content at which the soil compacts to 100 percent density. Results are shown on Plate B3.1. CALIFORNIA BEARING RATIO TEST A CBR test was performed in general accordance with ASTM D 1883 on a bulk sample obtained from near boring B2 between depths of about 6 and 18 inches below August 30,2012 W.O. 12-5360 1 Hirata & Associates, Inc. Page B1.2 grade. The test is used to evaluate the relative quality of subgrade soils to be used in the design of flexible and rigid pavements. Results are shown on Plate B4.1. I Direct Shear Test Results I 6000 I 5000 - 4000 - — — — a. N cn 3000 07 cfs 2000 (n 1000 0 1000 2000 3000 4000 5000 6000 Normal Stress (PSF) Sample Description Boring No.: B1 Depth (ft): 3 Soil Description: Dark gray silty gravel with sand Strength Intercept(C): 914.4 PSF (Peak Strength) Friction Angle(4)): 24.6 DEG (Peak Strength) Remark: 7/13/12 W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. DIRECT SHEAR TEST Plate B2.1 140 - I 135 U I ° 130 I � c 125 — 0 120 115 0 5 10 15 20 25 Moisture Content (%) Soil Data Location: Near B2 from 6 to 18 inches Description: Dark gray silty gravel with sand Test Results Maximum Dry Density: 126.5 pcf Optimum Moisture Content: 10% W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. MODIFIED PROCTOR CURVE Plate B3.1 ' 5000 4000 3000 C 0 CO c 0 0 2000 0 J Correc:ed 0.1" penetration 1000 • 0 0.0 0.1 0.2 0.3 0.4 0.5 ` Penetration (in.) Soil Data Location: Near B2 from 6 to 18 inches Description: Dark gray silty gravel with sand Sample Dry Density: 133 pcf Sample Moisture Content: 12% Test Results CBR Value: 100% Expansion: 0% W.O. 12-5360 Central Supply Warehouse Hirata & Associates, Inc. CBR STRESS PENETRATION CURVE Plate 4.1 arm lb .;:. v` 0 ■ 0 A " 0 z 0 z 1--�x_ W 0 U c Z Z I- a O C4 Z --- z . r , - O . Q Q re z v 0 O W L1.1 O W z O J 0 I•- 0- N z 0 O o W U 5 W e 2 O 0 CI 1- I-- Z N W Z ,:� x = W " ' = W - 00 :, . E- Attachment to: Come. 410 Bill 121 t? 110 MI - 1111 iii XIII „.: ..... 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