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Home My WebLink AboutCOM 0700.010 2006-2008 Page 1 of 1 Murashige, Laura From: Maile David [mdavid@co.hawaii.hi.us] Sent: Tuesday, November O6, 2007 8:13 AM ' ~ ~ ~ To: Murashige, Laura Cc: Pilago, K. Angel Subject: FW: Response to Committee on Planning Questions Regarding Bill 181 & 182 Attachments: Cover Letter-001.pdf; Attachment 1.pdf; Attachment 2.pdf; Attachment 3.pdf; Attachment 4.pdf; Attachment 5.pdf Please see these get forwarded to where they need to go. Mahalo NUI. Maile From: Sara Browning [mailto:sab@housingadvisors.com] Sent: Friday, November 02, 2007 10:15 AM To: dikeda@co.hawaii.hi.us; jyoshimoto@co.hawaii.hi.us; shiga@co.hawaii.hi.us; enaeole@co.hawaii.hi.us; jjaco@co.hawaii.hi.us; bford@co.hawaii.hi.us; kapilago@co.hawaii.hi.us; phoffmann@co.hawaii.hi.us Cc: dyagong@co.hawaii.hi.us Subjed: Response to Committee on Planning Questions Regarding Bill 181 & 182 Sara Browning 808.263.7664 - We have moved! As of October 1, our new address is: Pacific Housing Advisors 116 Heldli Street Kailua, HI 96734 www.housingadvis ors.com Comm. Na "140.10 Ref. Toe prase nurVArl Ref. Dote N(iV 7 2007 11/6/2007 e~~c~~~ November 2, 2007 Mr. Pete Hoffmann, Chairman and Members ofthe County Council County of Hawaii 333 Kilauea Avenue, 2n° Floar Hilo, HI 96720 RE: (Bill 181) AN ORDINANCE AMENDING THE STATE LAND USE BOUNDARIES MAPS FOR THE COUNTY OF HAWAII BY CHANGING THE DISTRICT CLASSIFICATION FROM THE AGRICULTURAL TO THE URBAN DISTRICT AT O`OMA laz, NORTH KONA, HAWAII, COVERED BY TAX MAP KEY 7-3-010:003 (Applicant: Seascape Development, LLC) (Area: 10.001 acres); and (Bill 182) AN ORDINANCE AMENDING SECTION 25-$-3 (NORTH KONA ZONE MAP), ARTICLE 8, CHAPTER 25, (ZONING CODE) OF THE HAWAII COUNTY CODE 1983 (2005 EDITION), BY CHANGING THE DISTRICT CLASSIFICATION FROM AGRICULTURAL -5 ACRE {A-Sa) TO MULTI- FAMILY RESIDENTIAL- 1,000 SQUARE FEET (RM-1) AT O`OMA lsr NORTH KONA, HAWAI`T COVERED BY TAX MAP KEY 7-3-010:003 (Applicant: Seascape Development, LLC) {Area: 10.001 acres) Dear Chairman Hoffmann and Council Members: Thank you for your favorable vote on the above referenced matter at the Committee on Planning on October 16, 2007. This letter shall serve as a response to your questions and requests for additional information made at that meeting. t. In a letter dated May, 09, 2007, the Wastewater Branch of the State of Hawaii Department of Health raised two questions about the Waste Water Treatment Plant (W W'I'P). First, whether the existing W WTP could be expanded to accommodate the additional 306 housing units. Sewnd, clazification of the effects of the recent amendments to HRS 343 which includes language that triggers the need for an Environmental Assessment. Attached are the approvals far the existing WWTP, the sign offby DOH for operation and the County Certificate of Occupancy as well as plans from WSI International who is the supplier and design engineer ofthe facility. These plans have been reviewed and approved by DOH. As stated in the comment letter, Section 343-5{a) reads in part: I'.O. liox 2308, Kuilua-Kona, FII 9(1745 Phono: (8a3) 32b-0G75 I'~uc; (SQS) 329•:5779 ' "(a) Except as otherwise provided, an environmental assessment shall be required for actions that:... ...(9) Propose any (emphasis added) (A) Wastewater treatment unit, except an individual wastewater system or a wastewater treatment unit serving fewer than fifty single family dwellings or the gquivalent:" Since we are upgrading an existing facility rather then proposing a new facility we are awaiting clarification of the requirements from the Department of Health. In any event, our plan is to comply with the law. 2. TIAR - Attached is a copy of Bruce Witcher's updated report. It has been transmitted to the Department ofTransportation, Department ofPW, and the Police Department. iYlr. Witcher has referred to the 7s'version of the traffic study manual and addressed the projected impact of the planned Palamanui project. The results of his analysis are not significantly affected by his consideration of these additional bases of information. 3. Affordable Housing Policy - We have confirmed that the County of Hawaii statute defines the Gfe-term of a rental project as 20 years. That said, the future developer and owner has committed in other applications to the Hawaii Housing Finance and Development Corporation ("HHFDC") to operate the property as affordable rentals at less than 60%n of the AMI for the next 55 yeazs. That portion of the HHFDC application is attached. 4. Department of Water Supply -Attached is a will-serve letter dated August 6, 2007. The letter approves water for 306 units for the affordable rental project subject to four conditions. The first two conditions, the Kalaoa Well upgrade and the construction of the Wainani reservoir have been satisfied and conveyed to the Water Board. Attached are meeting minutes from those meetings. The last two requirements, the high pressure bypass connection and the payment of the prevailing facilities charge will be completed during construction. 5. Energy Efficiency Practices - We have worked together with Councilmember Pilago's office to add language to the conditions that specifies the Energy Efficient Practices that will be incorporated into this project. They include the following; Solar Water Heating, Low flow plumbing fixtures Energy efficient light fixturelCompact Fluorescent Light bulbs Drought tolerant landscaping and, to the extent feasible, Photovoltaic Solar Panels. 6. Parking -Our existing site plan shows 460 parking for use by tenants of the project. We are committed to explore additional means of increasing parking for khe project, including but not limited to assigned stalls, an on-site shared parking program, and other measures that meet with the approval of the Planning Department. Sincerely, ,vim r)ryla+~~2~ J R. Stevens PA. Iinx 2ROS, Kailua-Kona, tt196745 Phone: (SOR) 326-4675 Pax: {fioR) 329-3779 i` ~.`3 seascape approval to use June 29,2007 Mr. Bruce Witcher P.E. Project Engineer W itcher Engineering, LLP 75-5751 Kuaklni Highway, Suite 106 Kailua-Kona, Hawall 96740 Dear Mr. Witcher: Subject: Seascape Development Wastewater Treatment Works (WTW) Kalaoa-Ooma Homestead, Kailua-Kona, Hawall TMK (3j 7.3-010: 003 On June 27, 2007, an on-site final inspection of the subject treatment works was conducted by the staff of the Wastewater Branch. The WTW visually conforms to plans approved by the Department of Health and the use of the WTW is hereby granted In accordance with section 11-62-23.1(e). However, per section 11-62-06(p), the Department's approve! does not guarantee that your wastewater system will function or pertorm properly for any given period of time. The owner is responsible for the proper operation and maintenance of the wastewater system, Please be aware that the WTW requires periodic maintenance as outlined In the systems' aperation and maintenance manuals. The owner is also required to keep records of the treatment works' routine inspections, maintenance and sludge removal. Finally, the facility must be under the direct responsible charge of a certified wastewater operator. By copy of this letter, we are providing the Board of Certification with notification that construction of the facility is complete and its use authorized by the Department. The Board maybe contacting you andlor the owners to schedule an inspection of the facility for the purpose of classifying it and establishing the minimum grade level of the operator in direct responsible charge of the facility. Should you have any questions or need assistance, please feel free to contact the Wastewater Branch at 586-4294, Sincerely, HAROLD K. YEE, CHIEF Wastewater Branch c: Board of Certification (Attn: Marshall Lurn) Safe Drinking Water Program (UIC Section) Mr. John Stevens (Seascape Development LLC) v`H~i ~~y et• W`51~'. LINDA LINGLE r CHIYOME L. FUKINO, M.D. GOVERNOR OF HAWAII "a.~ DIRELTGF OF HEALiH n~ y aV~ STATE OF HAWAII DEPARTMENT OF HEALTH ~~.d..a..v~b,w. P.O.BOX 3378 ENasmva HONOLULU, HAWAII 98001-3976 July 10, 2007 Mr. Ron Stevens, Manager Seascape Development, Inc. 75-143 Hualalai Road, Suite 101 Kailua-Kona, iiawai'i 96740 Dear Mr. Stevens: SUBJECT: SEASCAPE DEVELOPMENT SEWACIE TREATMENT PLANT; UNDERGROUND INJECTION CONTROL (UIC) UIC APPLICATION NO. UH-2492, REPLY TO BRUCE WITCHER'S 7/5/2007 LETTER REQUESTING APPROVAL TO I1SE THE TWO INJECTION WELLS On behalf of the subject request, you are hereby authorized to use the two injection wells for treated sewage effluent disposal under the following conditions: 1. This written authorization does not override or cancel any prior or future requests for information related to the construction, testing, or operation of the injection wells. Furthermore, this authorization does not override conditions, requirements, or limitations on the treatment plant by other regulatory agencies; 2. The injection wells shall be operated and maintained in a safe and secure condition; 3. An injection well failure or overflow shall be reported to the UIC program within 24 hours of occurrence and shall be expeditiously resolved by the facility; 4. Prohibited are discharges of hazardous wastes, industrial wastes, rainfall runoff water, and in general, all types of wastewater that do not represent treated sanitary wastes from a residential community; iats_.__.._...... . Mr. Ron Stevens July 10, 2007 Page 2 5. The amount of wastewater flow into the injection wells shall not exceed the average and/or maximum flow levels stated in the application; 6. A record of daily flow (quantity) into the injection well system shall be kept. A quantity recording form is enclosed; 7. A periodic, recorded inspection of the injection wells at least once a week shall be kept. An inspection recording form is enclosed; 8. When applicable, for reasons of environmental or public health concerns, the Department of Health reserves the authority to issue further conditions/limitations for operating the injection wells; and 9. This authorization expires on 10/31/2007, or on the iesuance date of the UIC permit, whichever occurs first. If you have any questions about this subject, please contact Chauncey Hew of. the Safe Drinking Water Branch at (808)586-4258 Honolulu, or call toll free direct from Big Island at 974-4000 ext. 64258. Since~~r~ely THOMAS E. ARIZ E., CHIEF Environmental Management Division CH:nbp Enclosures: 1. Injection We11 Quantity Record form 2. UIC Injection Well Periodic Recorded Inspection form c: Mr. Bruce E. Witcher, P.E. Witcher Engineering LLP 75-5751 Kuakini Hwy. Ste. 106 Kailua-Kona, HI 96740 (w/end s.) s!~ x~ts.. sett a.~ d~r.~? ((y379 x dk3,U Z a1 N Y. ~ ~ ~ ~ ~ ~ c ~ A ~ s a ~ ~ ~ P H N x~ ~ ~ ` o o Q~ z 3 ' • 5 ~ z •f w ~ U s 6 w ~ o ~ ~.~~f ~ a x !""C Q ~t, ~ ~ ~ F^ p. ti ~ n 1 N U ~ ,,p z ° a t~ ~ F V O a V (1 ~i ~ .G . m G ~ z y ~ ~ z o ~ 3 w o fl ~ ~ ~ ~ t m a ~ ~ A ~+r i i SEASCAPE 608 HOMES WASTEWATER TREATMENT PLANT PRELIMINARY PROCESS DESIGN CALCULATIONS ~,oo ucp ra°'~~$~'"a 413aD roHai 5@ yu 8 S 9 ~Q~~~~888 O I~ O O ry ry ~ ~ a N 4p` N YI w YI p N II B II 4 N ~ ry ONO N b O b A~ C ~Q ~ti"C 8` C¢ 61` N II II tl II ~ b O O ~ ~l ~i ~ ~ ~ q°~~~ N~ U N J$I II O ~ ~ h' :1 ~ N L ~l H O p ^br N b O N g "..I .,ANN r C N II II II N II P NNhi~~N N v II II II M II II II II 4 II 30 ~ ~ ~ p$ : s w E N '~~p MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gpd ~ Average Dry Weather Flow L pesian CH[etla RJW SBA'afe ~ II E/AVIM ~ .li: Sad 3.1 Influent: ~ apWF iemperatwe ]5.3 °f 39.0 °C fbw Rae 250.000 9W i]3.6 qqn 099 ~/s Mass EPOS 95&5 Ib/d 755 521.1 Ib(d TKN ]L9 INd NH,{y 52.1 Nyd alka6nlty 4 W.9 IWd as GCOs Quart Epps 330 mg/L T55 250 mg/l iyay 35 mglL NMyN 25 m9/l alb4nh 300 m9ll as:aC05 33 EHluenh pisr]w9e 0.ab! 398,965 qW Mau gyps 30J1 Ib/d T55 20JI IS/d TN 5].15 Ibld NHSii L09 Ib/d QuaON Epps 10 mg/L T55 10 mq(L TN 3E mg/L NHS N 0.5 m9/L Total wlaorm 52.3 /100 ml vreekh average 533 /1Ep mL In as 1 days OetWd 5300 /]w mL n anY 30 daY sur100 Man mWmzsndn Page 2 0(11 08/11!07 '~"~Y MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gptl ~ Average Dry Weather Ffow 11. Prxew Dubn Glcubtlon 2.1 Secondary Treatment System 3.1.3 Fbw dsart aM Maw Balance Analysis Faw Sewyf MH4 pmt D1F )mAMMrRItt) a91AVe/NeWI) LHAkn'/HwQiJ fM1WYY(0.Vf/ I /ll ~ (31 (JI (Q LuhJ O'unM~511', •!N 3.1.I ParanSetan Inlet STSeenfEO Tenk Headworks: INLET SCREEN NO. a 4Nte t ~Y ~~y 4]6 gpm GBa,000 9Pd Air flow 5 SCEM Cyual Wtlon DnN: Na of units 1 Uameter !0 ft Wafer depN 9 R G%tilY 30,000 Gallons Hydrwik reteabn lime 1.08 tV perobk Lone: p~ 0.25 q-000U9-MLVS9.d MLV55 2,500 rtg/L ML45 3.125 rtpM1 MLVS$/ML55 0•~ total reRVlreO Operedomtl reactor vtlume,V 11,]65 R' 00,0110 galbm na a units 3 WMer dean, N 9 R OpwaOOna wNlme a each fran 30,000 9albn5 Taal aPtvatNmN Munw, V 90,000 galbns Nydraak RetenBm Time, NRT B.fi hr Sludge RetvRbn Time, SRT 2i tlays BODS:N:P 100:5:1 GODS Removal Rate, E 95 R6 ETOuent 8005 l0 myL g0ps pe~cy 930 IWd Bea Removal Eaulz COefERiM[5 Bbmass Pleb CoafOtlent. Y O.b3 9'V55/9'B00s(remmmtl) En6a)nws 0erav fce(fKba, Ns 0.10 Ud Blwlwss in ce0 tlebis,/e 0.15 9'u59/9'V55 Mbifrntion Iunetlc CAMRCienls Maximum SpedRC GrarOS Rafe, Rmm 0.]5 9'V55/q-VSS.d Wltvdocily Conataa. Kn 0.]4 9-NMrN/m' fiaxnaw held CceRiaeM, Y, 0.12 9''f9T/gNM. N.d Endogenals OwY CoeNkicM, Na. 0.08 9'V55/9'VSS.d oy9Rn bna>xbn coefficient, R, o.so Nm' ~,la„~.yNN Page 3 of 11 08111!07 '~'~P MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gpd ®Average Dry Weather Flow rhede <nT. 0.eou red for NarlR[ac n _ _ Spetiac Gmwth Rate fw NirifKazlon, u. O.16 q'VSyg-VSS.d Re9ulr~ SRT for NariRCalion, 6T<T„ 13.1 d BlosolNS Pmtlucitnn Total Sdtls Wasted DaIIV. g.~ 120.1 6-V55/d Total Shcds Was4-0Datly, Rx.rss 320 trT56/d NNOnm OxMlxed NNCgm paidlzed to Naraze 5).5 IRN/d 2R mq/L Ow ems, Aea +r+~rns Oxygen Requlrtd 516.1 Ib~OJd NutMn[ 0.ew iemmts P Required L2 Ib-P/d DIwIVM Alr flobaon (OAf): No. d arils 1 0.06 mL (azr)/m9 (soNds) ao- to mN1s, as OissdvM air required l.]0 9pm pa:rp Row 50 gpm Reryde ratio 19% fresswe, P q9 PN Rath power l0 hp OpDmum air volume seiblq l2% DASM~ed air Provided fi.0 9pm glTTtvla[ar TAmt N0. Or dates 30 Indlmdangle 60 len9N of plats 9.D fl Wgth W gate 6.5 R SPmnq 6.0 Inch ARUal hydraugc baPnq OA] gpMR' Maxvnum Ilpw mpa[ity of each oNl I,00I gpm Solids baGn9 0.09 b/R'-hr T55 Removal RMe 90% CDs Removal Rate 5~° S ~pyyl 8.3 R Yz~ 6.5 R Neyht B R g.1A Given flow DondlNOm: S!r18r11 f 31-RAW 4Bwaa9 ~ 350,000 gptl Mass BOOS 459 Ib/d Tss 521 Ib/d T~qq )3 b/d NNrN 53 b/d QualRy BOOS 130 mg/l T55 250 mq/L TYJq 35 mq/L NHrN 25 mg/L Stream (21 - MABR InReent Fbw 350,000 qpd Mess fblwxe5lNW Page 4 of 11 DB/11!07 ~ MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gpd @ Average Dry Weather Fiow Mass BODS 459 Ikfd Tss szl Imd rn4 n le3a wN,-N s2 Iwd Quality HCOS 220 mg/L TSS 250 n91L MN 35 m0/L NHrM 25 mq/L i.1.5 Results; <Ire3m MHH0. EMulnt Fbw 150.000 gpd Mass eODs 20.8 b/d TSS 140.7 ~/d rn 5].5 0!d nnrx la w/d QuaHy BOOy 10 mg/L T55 lb3 myL rn 27.6 m9/L NHr'N 0.5 mglL 61re m (4}. DpF Emu¢nt Fbw 24&465 gpd Mass BODY 10.] b(d rss xo.] a/a TN 5].2 qyd NHyN LO b/d Qwlih BOUy l0 myL Tss to mvL IN 2]b m9/L NNrN 0.5 myt Sfrln~ Ijg1.501id WH6tlA ppw 1,535 gpd Mass HODy 0.17 W/d TS 320 Nytl TN Od5 ID/d NHy~N 0.006 Ibld QualR HODS 10 mg/L TS 2.5 % TN i].b mgJL NnrN 0,5 mglL 2.2 Olvlnfac4ion Sysbm 1,2.1 Flow Chak aM Maes ealanse Ms ab nvs» +(aare/ PI ,~Tnknwr 1 wz Faiaarasr:dx Page 5 of 1 i 0811 t/07 "'~>~'P MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gpd f~ Average Dry Weather Flow 2.2.2 Parameter. {hlodnatlon Contact Tank CtdarMe Jose, C ]0 mg/I GdorlnMOr mpacdy qt,a Ib/d 2.2.3 Results: foam f53 Treated.ElRUent Fbw 298,965 gpd Mass wq 2o.J lo/a T55 20.] Ryd TN 5].2 Ryd nH,-N t.o flya Quality 800s LO mgJl T55 t0 mg/L TN 21.6 mglL NHy N 0.5 m0/L Tdal colronn 57.2 /l00 mL vmekly avuage S21 /loo ml n Wst) days perbd s200 /100 men am l0 day peiod 2.3 Bludga NandNnq System 2.3.3 Flow Chart arW Mau ealanp Mal vva'++mrrya%!rol oyeen/wyrfasJlvl ~ 2.3R Parameter: AeroMc Sludae DMeater SWdp! Iled CPmm~Gatan, TS SWdge feed flow, Qs 1,535 gpd 8knl0e.etentbn Wie, 8R1 90 days Rsnuired aerobe dgesw voNme 74,)49 galbns No. d ones I Water depth 9 ft Operational vdpnw deacn tank 30,000 gelbns Aeratlon ceded 20 daY Sdb badinq 68 0 V55/1000 ~ V85 heJ amount 170 b Y58/day V55 reduction: i0% V88 destroyed N dgesMr: 98 WV55/day 4ssRln Repu'rem n];~5 Orygen requimt 13 H Os/b V55 2.3.] Resvlts: Stream y2m - OlDes[ed SWdea Floe 1,535 qpd Mass is 2n Wtl Quality TS 2.I% Mau ailaudNUN Page 6 0l I i ~/Q] ~>~~y MASS BALANCE ANALYSIS Seascape 608 Homes Wastewater Treatment Plants 250,000 gpd D Average Dry Weather Flow III. Summary of Flow and Mau Balance Data 3.1 Svmmary of now and Maa Balnnca Dats Code Ndm! Flow 250 000 1 Raw Sewage BOq lad 959 TNN b/d )3 L 320 m /L 35 TBB lad 521 NH,~N b/d 52 2W m L 25 2 MBBR InBvpn fbw 250000 GODS 0 959 TNN Ib d )3 220 L 35 T55 b/tl 521 NHS N Ib/d 52 n zso zs 3 MBBR EiBUent How zsB,ao9 BOOS b/tl 21 TN latl 5].5 /L l0 /L 2].6 155 b/d 391 NHSN lad 1.0 m /L 163 L 0.5 9 DPF EIBueM Flux 248,465 BOOS lad 2l TN b/d A.2 L l0 m L 21.6 T56 lad 2l NH,~N b/tl l.0 L ]0 L 0.5 5 Treated ailuenl Flaw 248965 BOOS I d 20.7 TN Ib d 5).2 L 10.0 L 2).6 TfiS lad 20.] /L 10.0 Mal CaBlor PV/IOOm L2 l0 SdM Wa4ed Hax 1,515 BOOS b d 0.13 TN Ib d 0.753 L 10 L 2].6 T55 Ib/d 320 NHS N lad 0.006 % 2.5% /L 0.5 20 Cgertetl 61W9e How 1535 Ts tae vz /L 2.1% Mass aNaace~sxan Page 7 0(11 08111/07 ~~9 SEASCAPE WASTEWATER TREATMENT PLANTS I. BASIS OF DESIGN 1.1 INFLUENT CHARACTERISTICS ~ ADWF Design fbw: 250,000 gpd 173.6 gpm Design loading: Average: BDDs uD mg/L Ib BODS 459 Ib/day T55 250 mg/L Ib T55 521 Ib/day TKN 35 mg/L Ib TKN 72.9 Ib/day NH3~N 25 mg/L Ib NHS N 52 Ib/day Alkalinity Z00 mg/L as CaCq Ib Alkalinity 417 Ib CdCOr/day 1,2 FFfLUENT CRITERIA Fksw: 248,965 GPD BODs 10 mg/L Ih BODs 20.7 Ib/day TSS 20.7 mg/L Ib T55 10.0 Ib/day TN 27.6 mg/L Ib TN 57.2 Ib/day Taral coliform 52.2 /100 mL weekly average 523 /700 mL in last 7 tlays perlotl 5200 /100 mL in any 30 day period fI. MBBR SYSTEM 2.1 INLET SCREEN/EQ TANK rw cr eracou No. of ones 1 Model TSF3~30 Flow capacity 476 gpm 604,808 gpd Equallzallon Tank: No. M units 1 Diameter L0.0 R Length 55.5 R Water depth 9 h Capacity 30,000 galbn5 2.2 MBBR SYSTEM AEROBIC ZONE elomedla Riling <apatity: 40% Medal required (f[') for BOD: 4,817 fta Specific surface area of media: 152A R'/Ra SuRace area available on media: 733,976 ftr Thkkness of dofllm: 0.4 mm Dry denstty W bioRlm: 90 mg/cros Biomass available In tank: 7.2 g/L FacilRies Desgn Page 8 of 11 08/11107 F No. of ands 3 Water depth 9 ft Total opera0onal volume 90,000 gallons Hydraulic retention time: 8.6 hr Diameter 10.0 ft Length 55.5 R Water depN 9 ft Capacity 30,000 galbns 2.3 AIR SUPPLY SYSTEM OXYGEN REQUIREMENTS Oxygen required fa BODs removal: 516.2 Ib Oilday Actual oxygen requirement (AOR) for BODs removal: 21.51 Ib Oilhr Correc[bn Factor: 0.q4 Total standard oxygen requkemen[ (SOR): q9 Ib Oilhr Sa(ery factor: 1.5 Oxygen flow required: 73 Ib Oilhr AEIIATION SYSTEM Ib. Or per ft a of air: 0.0175 Effklency per Foot of Immersion depth: 0.85% Air flow required: 908 SCFM 2.0 BCFM/Ib BOOs/day Alr Row fa each coarse bubble diffuser (TFA-3): 8 SCFM No. of diffusers; L13 2.4 Q~ No. of DAF units: 2 Maximum flow capadry: 1,003 gpm Dlmeiubns: Length: 14.25 R Width: fi.9 R Heght: B R Actual surtace area: 185.3 R' Actual hydraulk batling: 56.2 gpd/Ra AcWal solid boding: 0.12 Ib/d/R' 3.5 CHLORINATION No. of units: I Chlorine dose, C 20 mg/L Chlorinator capa0ry 15.0 Ib/d [II. AEROBIC SLUDGE DIGESTER 3.1 SLUDGE DIGESIER No. of Tanks: L Water depth: 9 R Tank dimensions: Oiameter, 10.0 ft Length: 55.5 R Water depth: 9 ft Actual opera[bnal volume: 30,000 gallons OXYGEN REQUIREMENTS Ib. Or required for Ib. VBB destroyed: 2.7 Ib Oillb V59 Acual oxygen requirement (AOR): q.6 Ib Oilhr Correctbn factor in wastewater: 0.71 Correctron factor In sludge: 0.29 Faciatles Desyn Page 9 of 11 08/11/07 Safety factor: l.5 SfandaM oxygen requirement (SOR): 23.5 Ib Or/hr AIA SUPPLY SYSTEM Ib. g per R.' o(air: OA175 EFfkiency per foot of Immersion depth: 0.85% Air ROw required: 292 SCFM Air voume per 1,000 ft' tank volume 73 SCFM Air fbw for each coarse bubble diffuser (TFA3/9°): 6 SCFM No. of diffusers: 98 IV. MECHANICAL EQUIPMENT 4.1 BldlB(EB& Air flow required: 1,200 SCFM No. of air blower: 3 One standby Model: RPM: 3,165 Molar shak horsepower: 19.1 bhp Discharge temperature: 135 °F Power: 25.0 hp Inlet volume: 625 SCFM Inlet pressure: 19.7 psia Isle[ [emperaNre: 68 °F DlRerentWl pressure: 6.0 psla Discharge preuure: 20.7 psa Estimated noise level: 91 dB(A) 4.2 py 1~ Uft Sla[ion PumoS No. of pump: 2 Flow: 200 gDm Head: 30 R Power: 3 hp Transfer Pumps No. of pump: I Fkrsv: 450 gpm Head: 20 R Power: s nD Booster Pumps No. of W mp: 2 Flow: 600 gpm Head: 20 ft Power: Shp gcxbe Tran=fer Pumo~ No. of pump: l Flow: 200 9Dm Head: 30 R Power: 3 hp 4.7 pgE No. d DAF: 2 One for redundancy Power: 0.75 hp Fatllales Design Page 10 of 11 08/11/07 No. of alr dlssoNing pump: 2 Flow: 50 gpm Mead: 99 psi Power: l0 hp Facilities Design Page 11 of 11 08/11/07 ~ ' Ij ~ ~ ~t p ~ : - g a I ~ i Ef 81_i 9 9 ~ J ~s I I y ~ \ Z y w~~~ 1f+, ~ ' l o IP ~.~T--.. ~ li 91! ,'i ~ y ~ w 9`9 1 ~ ' y.~ ~ ~ Ygk y ~ O w ~ "J I . , d ig; ' -~l~l p e Gi C 1 II~'!~~ gIs I II J JII; I V, I ! 3 i VIII I' z it C I 1 ~ 3 9 III I w 77 I ~ S i IIII ~ Z a.9 ~ ' I I 9 ` ~ I'I I i1 W W ~i 9 I ~ U ~4 II I ~ r ~ }t I 9, ill I ~ =s F-. ~ 9 7 ! 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Page 1 of L Sara Browning From: Witcher Engineering LLP [bewitch~ilhawaii.netl ~i,. l ~.JI (sir,, il(Ti ? n:~ Sent: Thursday, November 01, 2007 10:40 AM I ' To: Alan Dickler Cc: Ben Tsukazaki; Sara Browning Subject: TIAR for Lokahi Attachments: LokahiKauRevisedll-1.07withPalamanuiComments.rpt.pdf; ATT103917.txt Aloha, The following revisions were made to the narrative to [he T[AR for Lokahi originally submitted to Westpro Development in 2005. l The 7th edition of Trip Generation was used. This was obtained from the County Department of Public Works. 2. The correction was made to the number of units to 306. 3. Trip generation was performed based upon the revised number of units and the new trip generators. Some of the new trip generators were slightly elevated, sotne were lowered, but all basically remained the same. The net result was a very minor change to the totals. 4. Since the changes were so minimal, all additional trips were applied to the intersection at Ka'iminani Street and the new road. Level of service computations were run, and there were no changes in levels of service when compared to the original report. 5. To be consistent with the otigina12005 report, and this being almost 2008, the period for which the report was written, the 3.5%/year factor was not used for these additional units. 6. A scenario was put forth fot• the impact that Palamauui may have on the project. A valid at•gument can be made that Palatnanui would be a benefit to the project. We are sending the report in 3 separate files to be joined consecutively when you receive them. [f you have any questions, please contact us. Mahalo, Bmce Witcher L 1/2/2007 1.,0[CAHI KA'U SUBDIVISION KAILUA-KONA, HAWAII REVISION TO TRAFFIC IMPACT ANALYSIS OF DECEMBER, 2005 TMK (3)7-3-010:003 L PROJECT DESCRIPTION Seascape Developtnent wishes to revise the land use for the 50 acres to the south of the present project, TMK (3)7-3-010:003 known as Lokahi Ka'u. This latest change is to be structured as follows: Lot #l Rental Units l08 (1-bedroom) l08 (2-bedroom) 90 (Studio Apartment) Lot #2 108 Condominium Units Lots #3 & #4 Will not be developed at this time Initially, the project will be served by Kakahiaka Street. At some future date, it will be sewed by the makai connector road, Il. EXISTING CONDITIONS This study assumes that all phases of the Lokahi Subdivision have been completed with the exception of Phase V. It also assumes that no improvement will be made to any of the intersections other than the construction of the new access road at Ka'iminani Road which serves the makai end of Phase [I[. III. TRAFFIC VOLUMES The traffic counts of November 30, 2005 serve as the baseline in this report. Volumes will be projected out to 2008. IV. LEVEL OF SERVICE Level of service is defined as "a qualitative tneasure describing operational conditions within a traffic stream; generally described in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety." There are six levels of operational conditions defined as follows: Level of Service A Little or no traffic delays Level of Service B Short traffic delays Page 1 of 8 Level of Service C Average traffic delays Level of Service D Long traffic delays Level of Service E Very long traffic delays Level of Service F Extreme traffic delays Levels of service were determined for the various turning movements for the intersection of Ka'iminani Street and Kakahiaka Street for the existing conditions. Calculations were perfomled in accordance with the analysis laid out in the Hiahwav Capacity Manual. Special Rye ort 209 2"" Edition of fire Transportation Research Board, 1992 and the Highway Capacity software from the Federal Highway Administration and McTrans, University of Florida, Gainesville, FA. For all eastbound and westbound tovements (Ka'iminani), the level of service was determined to be "A"; for all northbound and southbound movements (Kakahiaka), the level of service was detetntined to be "B" V. PROJECT TRAFFIC A. Methodology The trip generation tnethodology used in this report is based upon applications developed by the Institute ofTranspoltation Engineers ([TE) and published in "Trip Generation", 7'h Edition, 2003. Trip gcneratiotts have been developed for a variety of land uses (or facility types) which correlated trips with dwelling units, area, population, vehicle ownership; and intensity of use. Each facility type has a catalog number for identification purposes. In this case, 210, for single-family, detached dwellings, 221, Apartment low-rise, and 230, for multi-family condominium units. B. Trip Generation TABLE 1 TRIP GENERATIONS REVISED LOKAHI KA'U SUBDIVISION Lnnd Use Lot Units AM Peak PM Peak Code TripGenerntor Enter Exit Trip Generator Enter Exlt 22l 1 306 0.46 28 ll3 0.62 125 64 230 2 108 0.44 8 40 0.52 37 l9 TABLE 2 AVERAGE WEEKDAY TRIP ENDS REVISED LOKAHI KA'U SUBDIVISION Lnnd Use Code Lot Units Trip Generator Vehicle Trips (vpd) 221 1 306 6.59 2017 230 2 l08 5.86 632 Total daily trip ends 2649 Page 2 of 8 The growth factor provided by the Department of Public Works, Traffic Division of 1.1087 for the period is based upon 3.5% growth per year. The assumptions of this report are as follows: A. All new traffic turning eastbound, mauka, goes out through Kakahiaka Street. B. Traffic moving westbound makai, is apportioned as follows: A. Phase I, [II and IV will use the new road for all makai bound traffic B. Phase II traffic will use Kahakiaka Strcet. C. Lots l & 2 of Lokahi Ka'u will use Kahakiaka Street. C. Traffic moving eastbound, mauka, is apportioned as follows: A. Phase I, II, HI, IV, Lot 1 & Lot 2 will use Kakahiaka Street D. Development traffic moving form Queen Ka'ahumanu Highway is apportioned as follows: A. Phase I, [[I and IV traffic will enter by way of the new road. B. Phase II and Lots l & 2 traffic will enter by way of Kahakiaka Street E. All traffic moving from Mamalahoa Highway to the Development will use Kahakiaka Street. F. All traffic entering from the east will use the intersection of Ka'iminani Street and Mamalahoa Highway. G. All traffic moving eastbound will use the intetsection at Mamalahoa Highway. H. All traffic moving either to, or from, the development at Mamalahoa Highway will be split based upon the northbound and southbound movements. 80% of the aparttnent-generated traffic will be assumed to be traveling to and from the Kohala resorts on Queen Ka'altumanu Highway. J. The remainder of the traffic coming from Queen Ka'ahumanu Highway will be apportioned in accordance wi[h the northbound and southbound movements on Queen Ka'ahuntanu Highway. K. At Kahakiaka Street, the traffic is split. 80% moves to and from Queen Ka'ahumanu Highway, and 20% moves to and from Mamalahoa Highway. L. Phase V is not considered in this scenario. [n any event, it can be said that Phase V would enter and exit using Kapuahi Street. With the slowdown in real estate sales, the start date can be expected to be pushed much further out than currently anticipated. Page 3 of 8 N ti C Q ~ r N N ~ V L ~ ti ~ M N ~/'1 M ~ •N 7 Oq ~ +l' N O\ M M ~ ~ h Q a C 0o N M ~ M ~ N ~ ~ ~ vi O ~ ~ N N r V ~ Q` M ~ q ~ O o ~ w V O V L: ~ N N ~D ~ N ~ ~ O « yY' M M M N N M N tJ 4 O N ~ E. .5 q 7 'tl M N ~ C M ~ ~ bA 00 .C a O O N C o0 C > A Z C ~ 3 0 o. v rn ~ <r ~ v ~ M N ~ F' o ~ F ; y ~ M ~ ~ ~ ~ ~ ~ 3 m ~ O ~ F" ~ -e Y ~ F, a C ~ N ~ ~ N N ~ v ~ O F ~ r ~ .y O M ~ ~ ~ ~ M N N N 7 N 'y C ~ FO 7 O D r ~ T 00 N ~ ~ ~ ~ C 5 y b w P• V ~Vi N N f/ fE N O C v1 4, D` D` O O ~ ~ Tl N 7 V M M N w ~ ~ 1O-f w ~ O y ~ y M d O y N ~ M M S 7 O O y S ~ H Y M h ~ ~ O N ~ ~ H GT N N h M T h Ly O O Vl 4h'1 0~0 O~ ~D ~O M M y M M M M M ~ M O ~ h N ~ N O VN' N ~ V N z O N d' N Vl 00 Z O ~ ~ ~ ~ N N ~ ~ a O M Y1 ~ ~ M 00 ^ V1 Z M O ~ N N ~ N .M. h a M h ~ ~ m 7 ~ V C N M ~p ~ Z S O ~ ~ v o m ~ ~ 0 F 3 Vl ~ ~ N [O V ~ h oo vi Z ~ ~ ~ N ~ ~ ~ M ~ ~ b0 O ~ ~ ~ ~ N h0 ~ y .hr ~ M ~ Vl O w N M N M M M ~ ~GGGr r a Z ~ M Q 0~0 ~ ~ ~ ~ ~ ~~~000 F ~ ~ M M ~ ~ N N bM0 T M Q ~ DA bq bA bA bA OA ~ ~ ~ a Y a ~ ~ r ~k ~y ~X rya ~X W ~X ~ X W X Lca. W L4 W W W~y+ W W W d ~ G Q C. ~ 6. Q G^ 4 WbA 3 c ~ b vi ° ~ ~ vi m ~ ~ o .y 'C ~ 'O ~ C 'C O b y~ CA Gar ~~s E ~ ~ ~ z ~ x ~ ~ ~ ~ a a ~ m m m U O U U m U u: m U W V U V m U A U A z b a m m m U C O s h m m d m m m m U a 0 h J A A U A m m m U a m m m A V A v A v v v N ~ h U U U W V A V A 2 cFj J U A V A m m d d U U W a Z a U U U A 6 ¢ ¢ d 'a a ~ d a° h ¢ d d d ¢ d o ~ 3 0 A A U w d ¢ d d d 6 ~o U v a a ~ a d d d d W w m U w ro o c a ~ a h d d d d h {zl w ~n y d ¢ d ¢ ua w w w m m E^ O .5 v g v ~ v ~ v d v c ~ v v y w w rj w ~ w ~j w W w tv w w w O N ~ ~ ~ ~ ~ ~ ~ ~ o S ~ ~ h ~ TV?y] p fny p~ U N N~~ W C N G O B N i6 G E A E ~ C O ~ ~ O O y x a ~ ~ a~ ~ ~u a ~ x VI. ROUTES There are several routes and accesses to and from the project. These are as follows: 1. From Queen Ka'ahumanu Highway or Mamalahoa Highway to Kakahiaka Street and Kakahiaka Street to the project, or the reverse when exiting the project. This has impact upon the intersections of Queen Ka'ahumanu Highway and Ka'iminani Street, Kakahiaka Street and Ka'imittani Street, and Mamalahoa Highway and Ka'iminani Street. 2. The makai route by way of Kakahiaka Street to the loop through the makai portion of Lokahi subdivision connecting to a portion of the midlevel road (Anekoohokaloli Highway), already constructed by the developer, along this midlevel road to Ka'iminani Street, then makai to Queen Ka'ahumanu Highway. The intersections impacted are at the midlevel road and Ka'iminani Street and at Ka'iminani Street and Queen Ka'ahumanu Highway. 3. Traveling from the project along Kakahiaka Street to the loop road in the Lokahi Subdivision mauka, going mauka to Kapuahi Street, then Kapuahi Street to Ka'iminani Street, and in all likelihood, travel mauka to Mamalahoa Highway. The intersections impacted would be Kapuahi Street and Ka'iminani Street and Mamalahoa Highway and Ka'iminani Street. 4. A future route to Queen Ka'ahumanu Highway would be Kakahiaka Street to an improved Homestead Road to the midlevel road to Ka' itninani Street to Queen Ka' ahumanu Highway. In this report, it was assumed that traffic to and from the project makai would utilize this route rather than through the Lokahi makai subdivision. The third route was not studied in this study since it is assumed that, of all the routes, this would not be used enough to warrant a study. The question has been put forth concerning how the project, Palamanui, affects this project. Palamanui will eventually connect to Ka'iminanin Street by the northerly extension of the new road, Aue Kcohokalolc Street. Palamanui will also have two connections to Queen Ka'ahumanu Highway and one to Mamalahoa Highway. With these facts in mind, a scenario can be assumed that traffic moving to Mamalahoa Highway would use the Palamanui connecting road rather than Ka'iminani Street. Further, with two outlets onto Queen Ka'ahumanu Highway, traffic from Palamanui leaving and moving north would, in all likelihood, use the northerly access to Palamanui while traffic tnoving south would use the southerly access to Queen Ka'ahumanu Highway. Traffic from this development would have a choice when traveling north and that would be either turning left at Ka'iminani Street proceeding to Queen Ka'ahumanu Highway and then turning north, or proceeding north on Ane Keokalole Street to the other access to Palamanui. Conversely, traffic from the north having the development as its destination would have the choice of three routes, two through Palamanui and one on Ka'iminani Street. As a result, some reduction of traffic at Queen Ka'ahumanu Highway and Ka'iminani Street can be expected with the development of Queen Ka'ahumanu Highway. Some residents of the development could choose Page 7 of 8 to use the new access to Matnalahoa Highway rather than using Ka' iminani Street. This again would reduce traffic on Ka'iminani Street. Therefore, the impact of Palamanui on the development would be positive and beneficial. VII. CONCLOSIONS AND RECOMMENDATIONS Queen Ka'ahuaranu Highway and Ka'inrinani Street Under this scenario, the intersection is impacted less than it would have been under the 2005 Report scenario. This is particularly true for the morning peak hour. However, during the afternoon peak hour, the westbound left (turning towards Kailua Town) is more impacted due to the southbound left movement (People returning from work at the resorts). Queen Ka'ahutnanu Highway is due for some major work in the near future, therefore, no mitigation measures are recommended at this time since the State design process would address necessary mitigation. Ka'iminani Street and Kahakiaka Street Under this scenario, all the northbound movements, both morning and afternoon, at this intersection are impacted more than in previous scenarios. However, it should be understood that this is the traffic that comes from the Development. Since the eastbound and westbound tnovetnents are not impacted and remain level of service "A", no turn lanes are required in Ka'iminani Street. Ka'inrinani Street and Manralahaa Highway Under this scenario, the intersection is impacted less than it would have been under previous scenarios. The eastbound right movement remains level of service "E" and the intersection level of service remains "E" as it is now. We understand that the Department of Public Works has recommended that a signal be installed at this intersection. A signal wazrant study should be implemented to see if this is justified. Ka'irninani Street and Ane Keohokalole Stree! The construction of this intersection has little affect on Ka'iminani Street. The level of service is "A" For Ka'iminani Sn~eet. Since, under this scenario, traffic volumes from [he development are somewhat less than other scenarios, the northbound levels of service for Ane Kelohokalole are "C" rather than "D". [n conclusion, although Ka'iminani Street is impacted, it is not greatly impacted by the development even with a 3.5% growth factor factored into the future Vaffic movements. No turn lanes are justified. With the widening of Queen Ka'ahuntanu Highway int the future, mitigation measures will be taken at that intersection. Page 8 of 8 State of Hawaii Hawaii Housing Finance and Development Corporation Financing Program Application Form Summary Sheet I. INFORMATION: APPLLCANT NAME: Ho'olehua Housing, LP PROJECT NAME: Lokahi Ka'u Affm•dable Apartments fI. Income and Rent Restrietians Applicant conuniis to set-aside units based an the following income and rent restrictions. Complete the chart below. Affordable Units Restricted at % of AMGI Number of units Percent of total units 60'x/0 of'AMCr[ ' 306 units 100 of AMGI units of AMG 1 units Total Affardable Units 306 traits Market Rate Units writs Total Number of Units ~ 30ti units 100 AMGI =Average Median Gross Income IIL, .L~ttgkdt ofAPfurdali9lity ~otttiniimgat How foiig-i3ritl your;}n'oJect cuidtnif (4 ~a~forda5iliiy.resu•idtions.aiad ptrograin uontpljance2- i.;S5 ' Yettrs IV. Occupancy Type Indicate the number of units allotted for each of the following: Family 306 Elderly* ~ Homeless Tenants with Special Housing Needs (please describe the Special Housing Need of the tenants below) Consolidated Applicatiar November, 2006 Sunvnary Shect op WATERY o"~~ `qr+ DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII ~o/KAWNp' 745 KEKl7A NA 0'A STREET, SUITE 10 HILO, HAWAI I ge720 TELEPHONE (808)9fi 1.8050 FAX (80B)96i-8857 August 6, 2007 Mr. BiII Brooks Seascape Development, LLC 75.143 Hualalai Road, Suite 202 Kailua-Kona, HI 96740 LOICAfII KA`U SUBDMSION, LOT NO. 1, OFFSITE IMPROVEMENTS TAX MAP KEY 7-3-010:003 This letter supersedes our letter to you of July 10, 2007, to correct the Tex Map Key (TMK) Number. We have reviewed the proposed offsite improvements and have the following comments. We have no objection to a high pressure bypass connection between Palisades No. I and No. 2 reservoirs near the intersection of Kaiminani Drive end Koikoi Street. The installation shall include a pressure sustaining/pressure reducing station. Based on our evaluation, we concur that a high pressure bypass connection will help to improve the pressure conditions in the area and limit the impact of the subject development. These improveRtentS wilt allow us to provide the 306 water units needed for the affordable rental project planned for Lot 1, TMK 7-3-010:003, subject to the following conditions: I. The Kalaoa Well upgrade to 500 gpm must be conveyed to the Water Board of the County of Hawaii and operational. 2. The construction of the Wainani 0.5-MG Reservoir must be completed, conveyed to the Water Board of the County of Hawaii, and operational. 3. The high pressure bypass connection must be completed, conveyed to the Water Board of the County of Hawaii, and operations[. 4. The prevailing facilities charge, which is subject to change without notice, must be paid in full to the Department. Please submit plans for review and approval prior to commencing any construction for the proposed improvements. Should there be any questions, please contact Mr. Ryan Quitoriano of our Water Resources and Planning Branch at 961-8070, extension 256. Sincere) y ilton D. Pavao, P.E. Manager RQ:dfg copy- Mr. Jimmy Yamamoto, R.M. Towill Corporation l/l~aEer brims ~nro~ress... The Depadment of Wafer Supply U an Equal OOportuniy providW and employer. To Ala a compteMi M diaWminatbn, vxNe~. USDA. Otracior, Grace of Civil RJghls, Raom 328-W, Whlaen Building, 14M and Independence Avsnue, SW, Weshhgron OC 202W-9170.Or cell (202) 720-598q (voice and TDD) mnNUTES DEPARTMENT OF GVATER SUPPLY COUNTY OF HAWAII WATER BOARD MEETING ROYAL KONA RESORT, RESOLUTION ROOM MEMBERS PRESF,NT: Mr. Thomas Goya, Chairman Mr. Riley Srnith, Vice-Chairman Mr. George Harai Mr. Loren Heck Ms. Millie Kim Mc Dwayne Mukai Mr. George Wilkins Mr. Milton D. Pavao, Manager, Department of Water Supply (ex-officio member) ABSENT: Ms. Paula Helfrich, Water Board Member Mr. Bernard Konanui, Water Boazd Member Mr. Christopher Yuen, Director, Planning Department (ex-officio member} Mr. Bnice McClure, Director, Department of Public Works (ex-officio member) OTFIERS PRESENT: Ms. Katherine Garson, Deputy Corporation Counsel Mr. Craig Masuda, Deputy Corporation Counsel Mr. Richard Yeung Mr, Robert Capelli Councilman K. Angel Pilaga Mr. Del Green Ms. Bazbara Scott Mr. Ken Melrose Mr. Robert Stuit Mr. Steven Lim, Carlsmith Ball, LLP Mr. Jim Stutheit Mr. Bob Akinaka Mr. Bill Brooks, Westpro Development Mr. Mike Kardas Ms. Paula Sparolini Mr. Sanr Sroltzfos Mr. Gerard Capps Mr. John DeFries iYts. Janet Anderson Page 1 ul'31 J~27-0}-Minute MISCF,LLANEOUS: A. DEDICATION OF WATER SYSTF,bIS: The Department has received the following documents for action by the Water Board t~;~i~t~t; s~ ,fib ~~urtidanC~'wAtt~ttce [~epat~ietrt~s >~~td~rtis:~ht! ar~v1: ae+'~t:1~ ..,...,.~~n ~t# t~erl~e~ttaxt: 1. BILL OF SALE. LL£)~3`)'~')"I''Cllk'~ "S'eller: Seascape Deve}opment, LLC, by Westpro Holdings, LLC TMK: (3) 7-3-004:017 E.W.O.: 2007-060 Facilities Charge: Not App/icab/e Final Inspection Date: Efficiency Test sched:eled for 03?20107 Water System Cost: rVot available at time Agenda was posted 2. GRANT OF EASEMENT ANA BILL OF SALE KONA VIEW ESTATES Subdivision Application No. 2005-0036 Grantor: 327 Kona, LLC TMK: (3) 7-4-008:047 E.W.O.: 2006-070 Lots: 29 Total Zoning: A-lA, A-SA Facilities Charge: $153,190.00 Paid: Febmary 1, 2007 Final Inspection Date; February 8, 2007 Water System Cost: $367,835.00 3. GRANT OF EASEMENT BILL OF SALE ORCHARDS AT PEPEEKEO SUBDIVISION, PHASE II Subdivision Application No. 2004-159 Grantor: Continental Pacific, LLC Seiler: Hawaiian Rainbows Second Fund, LGC TMK: 2-8-008:095 portion E.W.O.: 2006-080 Lots: IO Zoning: AG20 Facilities Charge: 68 EU through 2-inch meter (paid Juty 16, 2001.) Q $940.00/unit Transfer of 20 water units to Lot $2 & 83 approved by Water Board 9/23!03 Fhral Inspection Date: 06!16106 Water System Cost: $255,730.00 4. GRANT OF EASEMENT (OFF-SI1`E) BILL OF SALE KE KAILANI SUBDIVISION Easement "E" Subdivision Application No. 2004-079 Pagc 23 of J I y27-07-Minute Grantor: Mauna Lani Resort (Operation), Inc. Seller: Ke Kailani DevelopmenC LLC TMK: 6-8-022:039 portion E.W.O.: 200G•020 Note: Action was taken on the Grant of Easement and Bill of Sale document for the remainder of Ke Kailani Subdivision at the November 28, 2006, Water Board Meeting. The Manager recommended that the Water Board accept these documents subject to the approval of the Corporation Counsel and that either the Chairman or the Vice-Chairman be authorized to sign the documents. MOTION: Mr. Mukai moved for approval of the Manager's recommendation; seconded by Mr. Smith. Mr. Inaba stated that the water system cost for Item No, t, Bill of Sale, Kalaoa Well Outfitting, is $695,389.00. A:vate was ttlkertaq the Motion. Motion was caixied unanimously by voice vote. B. MONTHLY PROGRESS REPORT: No questions. C. DEPARTMENT OF WATER SUPPLY PROPOSED OPERATING AND CAPITAL IMPROVEMENT BUDGETS FOR FISCAL YhAR 2009-2008: Chairman Goya stated that he would appreciate it if the members of the Board could be provided with a tittle more detail regarding how the budget was formed and what considerations were made, especially in the area he expressed befote regarding the filling of positions. If some of that information were on these sheets, it would give the Board a littte more background to prepare to ask staff the appropriate questions. Mr. Tsunoda asked if Chairman Goya was asking for detail tike identifying vacant positions. Chainman Goya replied that was correct. It seems like while the year goes along, the operating expenses appear to have quite a bit of flexibility regarding salaries and benefits. It always seems to be that the recorded is substantially below forecast. Maybe a little more information would help, and highlight some of the key items for the Board regarding additional spending to meet some of the Department's other requirements. 'fhe Manager stated that it is early in the schedule for budget discussion, so more details can be provided for the next meeting. In response to Mr. Tsunoda's question of whether Chairman Goya wanted more information on the C.I.P. as well, he replied that he thinks that is open for discussion as well because the Board's Pagc 26 otll 127-a7-hlinubs ~5 . A TI N: Mr, Smith moved that the Board disallow the request for release of the opinion letters; seconded by Mr. Wilkins and carried unanimously by voice vote. (Mr. Harm was not present for the vote.) CHAIRMAN'S REPORT: None. ANNOUNCEMENTS: 1. Next Meetine: The next meeting of the Water Boatd will be on Apri124, 2007, 10:00 a.m., in the Waimea Community Center (adjacent to the ball park); Kamuela, Hawaii. Chairman Goya indicated that the May 22, 2007, Water Board Meeting should be held in Hilo. STATEMENTS FROM THE PUBLIC None. ADJOURNMENT ACTION: Mr. Smith moved for adjournment of the Meeting; seconded by Mr. Wilkins and carried unanimously by voice vote. (Meeting adjourned at 1:07 p.m.) ~JOh v o.,. ~ •n Secretary Tile Department of Water Supply is an Equal Opportunity employer and provider. Pngc 31 of J I Jd7•Q7-Minutu ,f MINUTES DEPARTMENT' OP Wr\"fER SUPPLY COUNTY OF HAWAII WATER 80ARD MIiEi'fINO Xuly.~~~~io7 F[ilo Operations Center Conference Room MEYIBERS PRF,SENT: Mr. Thomas Goya, Chairman Mr. Riley Smith, Vice-Chairman Mr. Loren Heck Ms. Millie Kim Mr. Francis Kuailani Mr. Dwayne Mukai Mc Milton Pavaa, Manager, Department of Water Supply (ex-officio member) AJ3SI:N'I': Mr. Bernard Konanui, Water E3oazd Member Ms. Pauta Elelfiich, Water Board Member Mr. George llarai, Water Board Mecnber Ltr. Bruce McClure, Director, Department of Public Works (ex-officio member) OTi1fsRS PRESENT: Ms. Katherine Garcon, Deputy Corporation Counsel Mr. Brooks Bancroft, Deputy Corporation Counsel Mr. Daryn Arai, representing Mr. Christopher Yueo, Director, Planning Department (ex-officio member) Ms. Piilani Enos Mr. Steven Lim, Carlsmrth Ball LLP N[s. Jennifer 7_elko, Carlsmith Ball E,E.P Mr. Barry Francis De,~artment of Watcr~ply Staff qtr. Quirino Antonio, Jr., Deputy ~rlanager Ms. Kris Aton, Public Inlbnnation and Education Specialist Mr. Kurt hraba, Eingineering Division 1{cad Mr, t <twrence Beck, Engineering Division Mr. Keith t)kamoto, Einginecring Division Mr. Kawika Uehara, Engineering Division Mr. Uaryi Ikeda, Chief of Operations Mr. Clyde Young, Operations Division Mr. Richard'I`sunodn, Waterworks Controller i\lr. Richard Sumacla, Assistant Waterworks Controller Page I n1'.1 7-2d-tli-Minutes ACPION; A vote was taken on the btotion to award the contract for JOB NO. 2006-891, KAHALUt1 SHAFT' PUMPS CASING IvfODIhICA'f(ON, to Beylik Drilling & Pump Service, Inc., for their bid amotmt of $599,682.62, plus $50,317.38 in contingency, for a total contract price of $650,000.00, and that either the Chairman orthe Vice-Chairman be authorized to sign the contract, subject to review as to form and legality of the contract by Corporation Counsel Motion was carried unanimously by voice vote. MISCELLANEOLJ5: A. DF.DICAT[ON OF WATEK SYS'CEMS: 'l'he Deparnnent received the following documents for action by the Water Board. The viffer ' , systeerts_have:besn ~~ttsti`~eted its: accc~idattoe t~iith the Depa<•tntent's standards and are:in s acceptable egtt~l[[[omfor tl~rlic:a4itsrl 1. GRANT OF EASEMEN'[' ANll BILL OF SALF, INDEMNiF[CAT[ON AG[tECMF,N'C DECD (for 3-'[ <wk Sites) BILL OF SALE (for 3-Tank Sites) F[okuli'a, Phase 1, Package I Subdivision Application No. 48-124 Grantor: 1250 Oceanside Partners 'fitiiK: (3) 8-1-004: Portion 003 E.W.Q.: 2001-049 Lots: 284I.oning: A• 1 A Facilities Charge: $ 952,876.00 Date Paid: 9117!99 Final Inspection Date: Water System Cost: $3,721,569.00 2. C~It,tltY'f' QF F.~~)t~tENT:AI~D [I[LZi,' ~CYF SALE, aJ`ittir7~elle~r+ '~inani d2,'3-Lfa' ~iG.(3).7~3 01~,~2"~.~ptsr~ atiii(3) 7>~~Olt?:p49„(par.) Turk Site E.W.O.: 2006-063 Final Inspection Date: Water System Cost: 3. INDEMNIFICATION AGREEMENT MAKALE[ ES"T'A'[ZS SUBDIVISION Owner: Makalei Estates Community Association l'ax Map Key: (3) 7-2-015:086 portions The recommendation in the r\genda was fnr the Water Board accept these documents subjeci to the approval of the Corporation Counsel and that either the Chairman or the Vicc-Chairman bc; authorized to sign the documents. Pngc l i of 21 7-24.07~btinutcr Ms. Gerson stated that there was one change to that recommendation. 'Che developer for Item No. I (I{okuli'a, Phase 1, Package is asking for deferral. ACT[ON'f0 DEPEK #l: Mr. Smith moved for deferral of Item No. 1 (Hokuli'a, Phase I, Package 1); seconded by Mr. Fleck and carried unanimously by voice vote. 'T~iD;r`~~~RfiO'''~0`# ~PT~~~t ~1'.~~ck,tt(ra°4~d°#'oe~approvalttfZletp'Nts:2attt~3; seattttded try" Mt't°t~1i(r aitd erlrried ~rjin9tMtbu~ly by voi~a VbtCc R, WATER USE AND DEVELOPMENT PLAN: Mr. Beck gave the Board a brief presentation of whtu would be given to the pubhc at the upcoming second series of public informational meetings on the LVater llse and Development Plan (W IJDP) update by Pukunaga & Associates (consultant). "1'hc meeting schedule is as follows: July 25, 2007, 6:00 p.m. l0 8:00 p.m. Aupuni Center Conference Room July 26, 2007, 6:00 p.m. to 8:00 p.m. - Naalehu Cornrnunity Center July 31, 2007, 6:00 p.m. to 8:00 p.tn. -Waimea Community Center August I , 200'7, 6:00 p.m. to 8:00 p.m. -King Kamehameha Kona 13cach Flotcl Mr. Beck handed out an Executive Summary to the Board and reviewed the nine major aquifers and different scenarios for each. Mr. fleck asked if this was the same presentation the consultant would be giving at the different districts and if it would be for the whole island or localized for each district they visit. ivU. Beck replied it is similar but this one is a reduced version and is for the whole island. When the consultant presemtod this in their first round of public meetings last year, the majority of the comments received dealt primarily with agricultural lands. This study attributes the greatest demand worst-case scenario to agricultural lands, and the comments were that it was not realistic-- that people wilt not plant crops in areas where they have to do a lot of pumping. They are going to rely on the natural precipitation in that area, so the true demand would be much less than those worse-case scenarios. In response to Mr. ldeck's question if they had more information about agricultural use yet, Mr. Beck replied that the Agricultural Water Usc Development Plan is expected to come out by the end of this year, about the same time the W CiDP would be wrapping up. !t would almos[ be nice to delay this WUDP and incorporate that information; but this is supposed to be updated on a five-year cycle and Chis will be the first update since 1992. This started in 2004 and it is taking until 2008 to complete. l'hc Manager stated that there is an Ordinance that requires rho WUDP to be updated curry live years, so part of the eonstdtant process is to have them conduct a session with the Council to educate them on the process and to see if they would redo the Ordinance. Y1s. Kim asked who is doing the Agricultural Water L'se Development Plan. Page 1(of?I 7-24-01 Nmuks . The September 25, 2007, meeting will be held in Waimea at f 0:00 a.m. (place to be announced). "f he Hoard decided to hold its October 23, 2007, meeting at the Hilo Operations Center Conference Room, 10:00 a.m. STAT'F.;MENTS FROM T'HE PUBLIC None. ADIOURNMEN"I' ACTION: b(s. Kim moved for adjournment of the Meeting; seconded by Mr. Smith and ca~Tied unanimously by voice vote. (Meeting adjourned at 12:33 p.m.) Secretary 7•he Department of Water Sr~pply is an Equal Oppalunity employer any! provider. 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