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HomeMy WebLinkAboutCOM 0584.000 2008-2010 LINDA LINGLE GOVERNOR OF HAWAII CHIYOME LEINAALA FUKINO, M.D. DIRECTOR OF HEALTH STATE OF HAWAII DEPARTMENT OF HEALTH po. BOX 3378 HONOLULU, HAWAII 96801 In reply, please refer to: EMD I WB WW 314 Draft Dec CL HPHA Hale Hookpa Housing -ID13 October 16,2009 Mr. Ronald Layaoen, Project Engineer Okahara & Associates, Inc. 200 Kohola Street Hilo, Hawaii 96720-4323 C) 0(') CC) 2;::.. --1'.- ...",,;::,2 ~ ~ c.o c;:::) . C"';) -1 ........ CD :0 n1 () .r"r~; Dear Mr. Layaoen: .." :::3 - -t:: -t:: """:':; <;;,. n::i o Subject: Variance Application No. WW 314 Docket No. 09-VWW-17 Application for Variance - Primarily Concerning Large Capacity Cesspools On Behalf of Hawaii Public Housing Authority (HPHA), Requesting Three (3) Proposed Individual Wastewater Systems, Estimated Flows Exceeding 1000 gallons per day at Hale Hookipa Housing, 81-1038 Nani Kupuna Place, Kealakekua, Hawaii 96750 TMK (3) 8-1-002: 049 Please find enclosed a draft of the Decision and Order regarding the above mentioned application for variance request. We are also enclosing for your information the Findings of Fact and Conclusions of Law. If you disagree with our proposed decision, please call Mr. Tomas See, Branch Chief of the Wastewater Branch at our direct toll free phone number 974-4000 ext. 64294, fax (808) 586-4300 no later than the close of business on Friday, November 06,2009. If we do not hear from you' by the above date, the draft will be finalized. If you wish to discuss our decision and add any additional information, please call our office before the above date. Sincerely, ~~~ FOR THOMAS E. ARIZUMI, P.E., CHIEF Environmental Management Division Enclosures: Draft Decision and Order Draft Findings of Fact and Conclusions of Law c: Applicant - Mr. Marcel Audant Clean Water Branch -: Please return just the route slip Safe Drinking Water Branch Wastewater Branch - Kona Staff Engineer Department of Water Supply - County of Hawaii D~rict Health Office - Hilo .Afawaii County Council ,"".h S"~Ll '..~lJm,'i1. . '. .~. _.._.._.___..,.......-...-..- - Ref. To: Ref. Date OCT 2 0 2009 -~ STATE OF HAWAII DEPARTMENT OF HEALTH In the Matter of the Application ) Variance Application No. WW 314 ) for Individual Wastewater Systems ) ) Primarily Concerning Large Capacity Cesspools ) on Behalf of Hawaii Public Housing Authority ) (HPHA), Requesting Three (3) Proposed Individual ) Individual Wastewater Systems, Estimated Flows ) j Exceeding 1000 Gallons Per Day at Hale Hookipa ) Hpusing, 81-1038 Nani Kupuna Place, Kealakekua, ) Hawaii 96750 TMK (3) 8-1-002: 049 ) ) Docket No. 09-VWW-17 DRAFT - SIGNATURE NOT REQUIRED DECISION AND ORDER Pursuant to Chapter 3420, Hawaii Revised Statutes, and Chapter 62 of Title 11, Administrative Rules and based upon the application and staff review, the Variance Request from the provisions of Chapter 11-62, Section 11-62-03 and Section 11-62-31.1 (a)(1 )(0) is hereby GRANTED for five (5) years with the following provisions: 1. A UIC permit will be required to continue the operation of four (4) cesspools as injection-well seepage pits-, and the other six (6) injection-well cesspool will need to be abandoned under the requirement of the Underground Injection Control Program. Two different UIC applications must be submitted to initiate both of the regulatory actions. We recommend that the facility's consultant contact Mr. Norris Uehara of the UIC program at (808) 586-4258 to discuss UIC applications and other regulatory requirements. 2. Plans for each treatment individual wastewater system (IWS) shall be submitted to the Wastewater Branch for review and approval before any construction begins. In addition, the treatment IWS shall be approved in writing before being placed into service. 3. Each treatment IWS septic tank I seepage pit shall be fitted with an effluent filter(s). 4. The project shall connect to the County sewer service system should it become available to the area. 5. Therefore, upon the agreement of the conditions stated, we recommend the QrantinQ of this variance application. Please contact the Planning & Design Section of the Wastewater Bra'nch at (808) 586-4294 if you have any questions. 6. There is no automatic renewal. Should applicant wish to renew his variance application, applicant must submit an Application for Variance for renewal. DATED: Honolulu, Hawaii, Draft - Signature NOT required. Thomas E. Arizumi, P.E., CHIEF Environmental Management Division STATE OF HAWAII DEPARTMENT OF HEALTH ) ) ) ) ) on Behalf of Hawaii Public Housing Authority ) (HPHA), Requesting Three (3) Proposed Individual) Individual Wastewater Systems, Estimated Flows ) Exceeding 1000 Gallons Per Day at Hale Hookipa ) Housing, 81-1038 Nani Kupuna Place, Kealakekua,) Hawaii 96750 TMK (3) 8-1-002: 049 ) ) In the Matter of the Application Variance Application No. WW 314 for Individual Wastewater Systems Docket No. 09:..VWW-17 Primarily Concerning Large Capacity Cesspools DRAFT - SIGNATURE NOT REQUIRED FINDINGS OF FACT AND CONCLUSIONS OF LAW An application from Mr. Marcel Audant, Hawaii Public Housing Authority (HPHA), 1002 North School Street, Honolulu, Oahu 96817 for a five (5) year variance from Hawaii Administrative Rules, Chapter 62 of Title 11, Section 11-62-03 Definitions state "Individual wastewater system means a facility which is designed to receive and dispose of no more than 1000 gallons per day of domestic wastewater. Individual wastewater systems may involve treatment processes and include, but are not limited to, septic tanks and household aerobic units with disposal system and cesspools. Each individual wastewater system shall be an independent system and shall have all of its plumbing, treatment (if any), and disposal components separate from any other wastewater systems.nand Section 11-62-31.1(a)(1 )(0) "General requirements for individual wastewater systems. Individual wastewater systems may be used as a temporary on-site means of w~stewater disposal in lieu of wastewater treatment works under the following conditions: Developments involving dwellings. The total wastewater flow into one individual wastewater system shall not exceed one thousand gallons, and one individual wastewater system shall not serve more than five bedrooms, whether they are in one dwelling unit or two." was reviewed by the Department of Health staff. A public notice of the application was printed in the September 12, 2009 issue of the Honolulu Star Bulletin and the September 12, 2009 issue of the West Hawaii Today publications. Three (3) comments pertaining to the application were received during the 30 days following the publication of the public notice. FindinQs of Fact The individual authorized to act for the applicant, Mr. Ronald Layaoen, Project Engineer, Okahara & Associates, Inc., 200 Kohola Street, Hilo, Hawaii 96750, has requested three (3) proposed individual wastewater systems (HKPA1, HKPA3 and HKPA4) whose estimated wastewater flows will each exceed 1000 gallons per day. HPHA Hale Hookipa Housing - Variance Application INW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 1 The applicant has made the following statements. 1. Requested variance is for HAR 11-62-31.1 (a)(1 )(0): The Hale Hookipa Housing Complex consists of one (1) bedroom and studio dwelling units contained within seven (7) separate one-story buildings, laundry facilities and a Recreation Center. There are ten (10) cesspools located on the property which serve the eight (8) buildings. Four (4) of the ten cesspools are proposed to be upgraded with the addition of a septic tank and conversion of each of the four cesspools for use as seepage pits for effluent disposal. The remaining six (6) cesspools will be abandoned in-place and backfilled. ' 2. The esti,mated existing wastewater flows into each of the six cesspools to be abandoned I backfilled are less than 1000 gallons per day. 3. The estimated wastewater flow for each of the four (4) proposed Individual Wastewater Systems are as follows: Septic System HKPA 1 Septic System HKPA2 Septic System HKPA3 Septic System HKPA4 4,000 gpd 1,000 gpd 2,225 gpd 1,200 gpd 4. The variance is request for the three (3) proposed IWSs (HKPA1, HKPA3, and HKPA4) whose estimated wastewater flows will each exceed 1000 gallons per day. 5. Three (3) of the four (4) proposed individual wastewater systems (IWSs) would receive more than 1000 gpd of wastewater. The large capacity septic systems would receive estimated gpd flows of 4,000 (HKPA 1) 2,225 (HKPA3) and .1,200 (HKPA4). The three (3) IWSs would not comply with HAR Section 11-62-03. 6. The existing large capacity cesspool(s) must be closed and replaced with a new treatment individual wastewater system by April 5, 2005 to comply with federal requirements. 7. The current State requirement of a wastewater treatment plant would significantly add to the construction cost as well as require a much greater outgoing maintenance cost. 8. The facility has been in operation for 33 years in this location using the existing cesspool. The installation of a wastewater treatment plant is lieu of a septic system will not be possible due to space restrictions and may force the owner to abandon the business operation. 9. The applicant believes this variance request is in the public interest because the LCC will be upgraded to an IWS (septic system). The IWS plans will be designed by an engineer and will be submitted to DOH for review and approval. The new IWS will provide a better wastewater treatment system compared to the existing LCC. Therefore, impact to the environment will be minimized. 10. The existing LCC will be upgraded to an IWS (septic system). The IWS will provide a better treatment system prior to effluent disposal. The IWS will be designed and HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 2 constructed to meet the Department of Health standards. The impact to the environment will be minimized compared to the current wastewater disposal. 11. The proposed treatment individual wastewater systems will provide greater protection than the large capacity cesspools. The proposed IWS is an improvement to the existing cesspool in terms of wastewater treatment. The septic tank will provide pretreatment and sludge removal prior to effluent disposal. 12. The existing location of the facility is severely restrictive. There is simply no space to construct a wastewater treatment plant. 13. The Hale Hookipa Housing Complex is located in the western portion of the Island of Hawaii, in the town of Kealakekua, within the South Kona District. Hawaii County currently does not have a public wastewater system in the vicinity of the project site. Thus, the proposed Individual Wastewater Systems (IWS) for which this variance is requested for will be in service for longer than the maximum of 5 years. It is requested that a variance be issued for five (5) years with automatic renewal for either the life of the facility or at such time that Hawaii County installs a public wastewater system that is reasonable accessible from the project site. The following is Attachment "F1": \ DESIGN CRITERIA Hale Hookipa Housing Septic Tank "HKPA1" 1) TOTAL PROJECTED FLOW Building G 1 Bedroom Dwelling Unit, 2 Dwelling units: No. of Bedrooms = 2 Building F 1 Bedroom Dwelling Unit, 1 Dwelling units:. Studio Dwelling Unit, 6 Dwelling units: No. of Bedrooms = 1 No. of Bedrooms = 6 Building E Studio Dwelling Unit, 4 Dwelling units: No. of Bedrooms = 4 Building D 1 Bedroom Dwelling Unit, 2 Dwelling units: No. of Bedrooms = 2 Building C Studio Dwelling Unit, 2 Dwelling units: Laundry Room: 2 washing machines' No. of Bedrooms = 2 ---------------------------------------------------------------------------------------------------------- . 17 Bdrms. @ 200 gallbdrm = 3,400 gpd 2 washers @ 300 gpd per washing machine = 600 gpd TOTAL (Design Flow): 4.000 god HPHA Hale Hookipa Housing - Variance Application 'NW 314, Docket No. 09-WJW-17 Findings of Fact and Conclusions of Law Page 3 ~ 2) SEPTIC SYSTEM a) SEPTIC TANK Minimum Liquid Volume = 1,000 + ((Q - 800) x (1.25)) = 1,000 + ((4,000 - 800) x (1.25)) = 5,000 gpd To address the additional scum and sludge accumulation from the 17 dwelling units, a tank with total capacity of 8,000 gallons will be used. Tank Selection: Jensen Precast or a septic tank approved and listed buy IAPMO with total capacity equal to or greater than 8,000 gallons. b) EFFLUENT DISPOSAL The proposed method of effluent disposal shall be an Absorption Bed utilizing the "Infiltrator" chambered system. A percolation rate of 1 min/in was determined in the field. Percolation Rate: 1 min/in = 70 sf required per 200 gpd of design flow Required Absorption Area: = 4,000 gpd x (70 sf/200gpd) = 1,400 sf DESIGN CRITERIA Hale Hookipa Housing Septic Tank "HKPA1" No. of Chambers: Area of Leachfield (fe) I Chamber (felft) = Linear feet of chamber 1400 (fe) 14.0 (felft) = 350 linear feet of chamber Lineal ft. of Chamber I Chamber Length = No. of Chambers 350 ft I 6.25 ft = 56.0 => 56 chambers 78' x 19' (1482 sf provided) over 3' (min.) of cinder or suitable soil replacement materia', with 60 open bottom "Standard" Chambers in 5 rows with 12 chamber units per row. Chamber Sizing: Absorption Bed: DESIGN CRITERIA Hale Hookipa Housing Septic Tank "HKPA2" 1) TOTAL PROJECTED FLOW Buildina C 1 Bedroom Dwelling Unit, 3 Dwelling units: Studio Dwelling Unit, 2 Dwelling units: No. of Bedrooms = 3 No. of Bedrooms = 2 ---------------------------------------------------------------------------------------------------------- TOTAL (Design Flow): 5 Bdrms. @ 200 gal/bdrm = 1,000 gpd 1,000 apd HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 4 t 2) SEPTIC SYSTEM a) SEPTIC TANK In accordance with HAR 11-62, the minimum required tank capacity is 1250 gallons. To address the additional scum and sludge accumulation from the 5 dwelling units, a tank with total capacity of 1,500 gallons will be used. Tank Selection: Jensen Precast (two compartment) or a septic tank approved and listed by IAPMO with total capacity equal to or greater than 1,500 gallons. b) EFFLUENT DISPOSAL The proposed method of effluent disposal shall be a Seepage Pit. The existing cesspool currently serving the 5 dwelling units will be converted for use as the seepage pit for effluent disposal. DESIGN CRITERIA Hale Hookipa Housing Septic Tank "HKPA3" 1) TOTAL PROJECTED FLOW Buildina B Studio Dwelling Unit, 4 Dwelling units: No. of Bedrooms = 4 1 Bedroom Dwelling Unit, 3 Dwelling units: No. of Bedrooms = 3 7 Bdrms. @200 gallbdrm = 1,400 gpd Suildina H (Recreation Center) Estimated Maximum Staff/ Resident & Public Occupan,~Y: Staff/Residents/Public: 55 persons @ 15 gpd/person = 825 gpd ---------------------------------------------------------------------------------------------------------- TOTAL (Design Flow): 2,225 aod 2) SEPTIC SYSTEM a) SEPTIC TANK Minimum Liquid Volume = 1,000 + ((Q - 800) x (1.25)) = 1,000 + ((2,225 - 800) x (1.25)) = 2,781 gpd To address the additional scum and sludge accumulation from the 7 dwelling units, a tank with total capacity of 4,000 gallons will be used. Tank Selection: Jensen Precast (two compartment) or a septic tank approved and listed by IAPMO with total capacity equal to or greater than 4,000 gallons. b) EFFLUENT DISPOSAL The proposed method of effluent disposal shall be a Seepage Pit. The existing cesspool currently serving the 7 dwelling units will be converted for use as the seepage pit for effluent disposal. HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 5 .\ DESIGN CRITERIA Hale Hookipa Housing Septic Tank "HKPA4" 1) TOTAL PROJECTED FLOW Buildina A Studio Dwelling Unit, 2 Dwelling units: 1 Bedroom Dwelling Unit, 1 Dwelling units: Laundry Room: 2 washing machines No. of Bedrooms = 2 No. of Bedrooms = 1 3 Bdrms. @ 200 gal/bdrm = 600 gpd 2 washers @ 300 gpd per washing machine = 600 gpd TOTAL (Design Flow): 1.200 aDd 2) SEPTIC SYSTEM a) SEPTIC TANK Minimum Liquid Volume =1,000 + ((Q - 800) x (1.25)) = 1,000 + ((1,200 - 800) x (1.25)) = 1,500 gpd To address the additional scum and sludge accumulation from the 3 dwelling units, a tank with total capacity of 4,000 gallons will be used. Tank Selection: Jensen Precast (two compartment) or a septic tank approved and listed by IAPMO with total capacity equal to or greater than 2,000 gallons. b) EFFLUENT DISPOSAL The proposed method of effluent disposal shall be a Seepage Pit. The existing cesspool currently serving the 3 dwelling units and laundry room will be converted for use as the seepage pit for effluent disposal. 14. The variance is requested for the maximum of five (5) years. 15. The following information is from the Information for Variance Evaluation by UIC Program worksheet, Underground Injection Control (UIC) Program, Safe Drinking Water Branch: Facility Address is: 81-1038 Nani Kupuna Place, Kealakekua, Hawaii 96750. Owner: State of Hawaii. Island: HI Island. TMK (3) 8-1-002: 049. Lot Size: 257,875 sq. ft. Action related to disposal is: abandon cesspool, build new leachfield, reuse injection well. Describe the disposal structure: leachfield 78.0 ft x 19.0 ft x 8.0 ft deep. Injection Well- See Attachment 1. Wastewater type: domestic, residential. Facility's wastewater flow in gallons per day: existing design 8,425 gpd. HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 6 to ATTACHMENT "1" Hale Hookipa Housing Existing Cesspool/Injection Well Data Cesspool/Injection Grade Elev. Diameter (ft) Depth (ft) Depth to Standing Water Well No. (ft) from Surface if Present (ft) 1 1633.0 8.0 23.0 None 2 1632.3 8.0 23.7 None 3 1644.5 10.0 27.3 None 4 1657.0 14.0 25.8 None The following agencies submitted the following comments: 1. The Clean Water Branch submitted that they will defer to the Wastewater Branch's final decision. 2. The Safe Drinking Water Branch submitted the following comments: A. Because the proposed improvement is being driven by the Federal ban on large-capacity cesspools, we have no objection to granting the variance as proposed; and B. Underground Injection Control (UIC) regulations are applicable because the facility's existing cesspools apparently receive more than 1000 gallons per day (gpd) of wastewater. Thus, a UIC permit will be required to continue the operation of 4 cesspools as injection-well seepage pits, and the other 6 injection-well cesspool will need to be abandoned under the requirement of the Underground Injection Control Program. Two different UIC applications must be submitted to initiate both of the regulatory actions. We recommend that the facility's consultant contact Norris Uehara of the UIC program at (808) 586-4258 to discuss UIC applications and other regulatory requirements. Please contact Mr. Norris Uehara at telephone (808) 586-4258 if you have any questions. 3. The Wastewater Branch submitted the following comments: A. After researching the property, it has been concluded that there is no existing sewer service system available for connection. The property is not sewered and is located in the Critical Wastewater Disposal Area (CWDA) with Five (5) Acre Lot Exception as determined by the Hawaii County Wastewater Advisory Committee. B. Plans for each treatment individual wastewater system (IWS) shall be submitted to the Wastewater Branch for review and approval before any construction begins. In addition, the treatment IWS shall be approved in writing before being placed into service. C. Each treatment IWS septic tank I seepage pit shall be fitted with an effluent fi~~~. . HPHA Hale Hookipa Housing - Variance Application \fIJW 314, Docket No. 09-VlNW-17 Findings of Fact and Conclusions of Law Page 7 ) D. The existing cesspools shall be abandoned per the requirements of the Underground Injection Control program of the Safe Drinking Water Branch. E. The project shall connect to the County sewer service system should it become available to the area. F. Therefore, upon the agreement of the conditions stated, we recommend the QrantinQ of this variance application. Please contact the Planning & Design Section of the Wastewater Branch at (808) 586-4294 if you have any questions. Conclusions of Law Chapter 342D, Hawaii Revised Statutes, Section 342D-7(c), states that no variance shall be granted by the Department unless the application and supporting information clearly show that: 1. The granting of the variance is in the public interest as defined in the Hawaii Revised Statutes, Section 342D-6(c)(4). 2. The granting of this variance will not substantially endanger human health or safety. 3. Compliance with the rules, regulations or standards from which the variance is sought would produce serious hardship without equal or greater benefits to the public. Based upon the foregoing findings of fact, it is concluded that the above requirements have been met. Comment and Recommendation Based upon the foregoing findings of fact and conclusions of law, it is my recommendation that the variance request be GRANTED for five (5) years with the following conditions: 1. A UIC permitwill be required to continue the operation of four (4) cesspools as injection-well seepage pits, and the other six (6) injection-well cesspools will need to be abandoned under the requirement of the Underground Injection Control Program. Two different UIC applications must be submitted to initiate both of the regulatory actions. We recommend that the facility's consultant contact Mr. Norris Uehara of the UIC program at (808) 586-4258 to discuss UIC applications and other regulatory requirements. 2. Plans for each treatment individual wastewater system (IWS) shall be submitted to the Wastewater Branch for review and approval before any construction begins. In addition, the treatment IWS shall be approved in writing before being placed into service. 3. Each treatment IWS septic tank I seepage pit shall be fitted with an effluent filter(s). 4. The project shall connect to the County sewer service system should it become available to the area. HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 8 { , 5. Therefore, upon the agreement of the conditions stated, we recommend the Qrantinq of this variance application. Please contact the Planning & Design Section of the Wastewater Branch at (808) 586-4294 if you have any questions. 6. There is no automatic renewal. Should applicant wish to renew his variance application, applicant must submit an Application for Variance for renewal. DATED: Honolulu, Hawaii, Draft - Signature NOT required Thomas E. Arizumi, P.E., CHIEF Environmental Management Division The foregoing findings of fact and conclusions of law are hereby adopted. i HPHA Hale Hookipa Housing - Variance Application WW 314, Docket No. 09-VWW-17 Findings of Fact and Conclusions of Law Page 9 "'pliccan1::;?'> . .,; . e6't:..: 't.. > . .->':"~''t-',e,.,.:..,. ,',:' .:' "'!:,":,',J. _"._ '_-,,-'- -,",. '_--1<.'. ,I' ~-',,', ".-:,-" -"\ .. ,jrec1:or!)jf~J;1 ealthi<~;i~yhiybMe.teinaal a~,Fu kino '0 '_. '. _' ,_'",_" ' ," "\C'._".:" . -:~-', ,:-, :.,'.: ~ ~, ~,\' -' ,," ,,-' ,-, . ;':[):eputY';DWectoiXJpi>Envfr9nmentaIH~althAdmin'istration":' Laurence Lau !'QMi~fi;:~nv,iroDmen'taF'Mahif' emen! Dlvi~i()n'- Thomas E. Arizumi . c.' ".:"":"" ...."v.~,.,:..... . "," .,.. . ". ...... '.' .. . . A'ttori:i',e,,(<3e:heral's%Offite,;,:, Deputy Attorney Edward . lIT ed" Bohlen ..,_""-'''1''..,,.'' ,.............>-........ .....,... ..... :CJean/;;:Water;/;Branch ~.;:j;.Alec"W6n"-Returi1 only if you have comments. 'thv,i~6;nMebt'al:Plannfri\;dftice:f .' , . (} ',It: n"il.. ..:,Sa'fe~'Qr,nKin'Twfiter,'1Bra6ch! '~." Siuart~.y'am ada ,:~sht1itai:ib'HtJBr;an.ch;~ICom'merCiaFProperties. Only' )'WCistewate-l'-ahinchStaff Personnel.' . ..... ....' .,.. .LI' \::j\HII'o ~:;t<&~rr'i:N'U~b9~'w a(TMKs'1,2;~3/4)" . ,; ,", '.q,:!",.' ,\'~1<."_':_ ,..-;:';'.co:;_.r.,<,~"t4f.-',t.", .',-. "',':'_".: ',f',' -"-'- " ..."' , " . :1:Xl;~ona"\:fj:Dabe'Hirornasa;-(TMKS5> 6~7.; 8, ~;[;<"lil<a~ ~i,~ ;L6~i:'V~tt~r:;'..'j~. .~,:;' .' .. .\".' .... ':::':"; ;;,;' \~~tJ10~m~f,~~~ikrjt!~J~n~;"',\; ,....3 · ';.:,1. Qahu~; Jol:mny;;.On9, -:,,,.(.\;;..(.,L .'. . ; '~.~}rJB~~~3~~~Ji~ij{g~~M~f~a~rie~~~~;r~" ". .... " (;;~:;,C9l.i,r:lty;,o(J-{av,l~ii;Dept"of.. Wate(~~ppiy'..:ryIilton Pavao' ' t'\:;:;;~:,]]::Qq~h!y,olif0aliit~:~R(qf Wat~rSljppiy::..jeffrey En'g',.. i[~b,;jl;~Kau~i;::C()h'nty[)eparfn1entof Water.~ Edward Tschup 'jlJ.J1.]fl\l[aiJi\,oHb ;;:PiltH"Kitkowski. Acting District Environmental Health Program Chief !~i1:!"j~K~l.t~Cp!;io:..,&~er"ldiX ~I<~m,u"i;[)i"trict EnvirOnll1ii"tal Health Program Chief [;~j:;'HJio'~,b8()'i,~'N'ewtonlnOUye:;"Acting District Environmental' Health Pro ram Chief ;.,Cit~,"&:~:60l:i'nt~(.of,;,H on olulu, Departmsri(Of -Plannin& Perm ittin '.:t:.?<l#,cb'unty;"of;:;;<:c ,11:)1 Co:unciU [lHonoluluCity &' County Council > . 'Pafl'u:Neighborhood';:Board#; to: Departmentc>f Health.,. Wastewater Branch 9.. 19 Ala M. 0.. /:loa Blv. d. Room 3.09' ';';:: .' Honolulu, Hawaii 96814:4~20 . . . . phone (808Y, 586-:42.94 fax (808) 586-4300.