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HomeMy WebLinkAboutCOM 0255.000 2004-2006 '1f O~,M h ~~:.~~N:.yy'\t. L i LINDA LINGLE ~ CHIYOME LEINAALA FUKINO, M.D. GOVERNOR OF HAWAII ~i ~ DIRECTOR OF HEALTH o-~ ae~,...._.-.. STATE OF HAWAII DEPAFITMENT OF HEALTH P.O. BOX 3376 In reply, please rater to: HONOLULU, HAWA11 96601-3378 File: .'3 PiJ CL:rvpG C1 wb050223 April 18, 2005 Ms. Gail Tsuboi Corporate Counsel Costco Wholesale Corporation 999 Lake Drive Issaquah, Washington 98027 Dear Ms. Tsuboi: Subject: Variance Application No. WIN 179 Docket No. 05-VWW-13 Sanitary Lines & Combined Lines to be treated by Oversized Septic Systems For the Costco -Wholesale Corporation 73-5600 Maiau Street Kailua-Kona, Hawaii 96740 TMK: (3) 7-3-051: 001 The Department has reviewed the subject application for a variance from Chapter 11-62, Hawaii Administrative Rules. In accordance with Chapter 342D-7, HRS and Chapter 11-62, Section 11-62-41, a public notice of this proposed activity is required. Enclosed is a copy of the required public notice. Please read the public notice and contact the Department of Health Wastewater Branch iF any discrepancies or corrections are required. If the public notice is satisfactory, the public r:otice is required to be published in the Honolulu Star-Bulletin and West Hawaii Today one (1) time only. Please contact the follow agencies for assistance in the publishing of the public notice: Honolulu Star Bulletin 500 Ala Moana Blvd. Seven Waterfront Plaza Suite 500 Honolulu, Hawaii 96813 contact Ms. Ashley McKinley, telephone (808)529-4827 fax (808) 529-4826 email ashley@starbulletin.com West Hawaii Today P.O. Box 789 Kailua-Kona, Hawaii 96745, telephone (808)329-9311 fax (808)329-3659 email llogan@ westha waiitoda y. com Comm. No. ~'"S Ref. To: Ref. Uate Hr (i 4 ~LUu Ms Gail Tsuboi April 18, 2005 Page 2 Failure to have this notice published no later then three (3) weeks upon receipt of this letter, may result in a greater delay of the final decision of this application for variance. All publication costs are the responsibility of the applicant. You must submit the original certified affidavit of the publication from both newspaper agencies to the Wastewater Branch within fifteen (15) days after the publication date. You may make a copy for your records. Please be advised that, pursuant to Chapter 342D-7, HRS, a public hearing may be required as a result of this public notice. If so, you will be required to publish a notice of public hearing. Please find enclosed a receipt for your variance application for the amount of $300.00. If you have any questions regarding the public notification procedure or the processing of your variance application, call Ms. Lori Kajiwarai of the Wastewater Branch at our Kona Office 974- 4000 ext. 64294 or on Oahu (808)586-42£4 fax (808)586-4300. In addition, we have enclosed a current AF~plication for Variance and Application for Variance, Primarily Concerning Large Capacity Ces::pool forms (December 2004 version) for future use. Sincerely, THOMAS E. ARIZUMI, P.~`y~~ Chief, Environmental Management Division Enclosures: Receipt No. 11832 Copy of $300.00 Check from RT Engineers, Inc. Public Notice Application for Variance Forms (December 2004 versions) c: Clean Water Branch Environmental Planning Office Safe Drinking Water Branch Department of Water Supply -County of Hawaii Di trict Health Office -Kona ~'awaii County Council Wastewater Branch -Kona Staff Engineer WASTE'JVATER SYSTEMS PJOTICE OF VARIANCE API~LICATION NO. W W 179 DOCKET NO. 05 - V W W - 13 Pursuant to H.R.S. §342D-7(i), Hawaii Revised Statutes, the State Department of Health (DOH) seeks written comments from interested persons regarding the following. Ms. Gail Tsuboi, corporate counsel for Costco -Wholesale Corporation located at 999 Lake Drive, Issaquah, V1/A 98027, has applied for a five (5) year variance from Hawaii Administrative Rules (HAR), Section 11-62-03 pertaining to the definition of an individual wastewater system. The applicant has stated the sanitary lines and the combined line are proposed to be treated with oversized septic syst~sms using two compartment tanks and effluent filters, which will discharge into existing horizontal seepage pits. The new tanks will be located to allow current operations to continue during construction. The location of the Costco -Wholesale store is 73-5600 Maiau Street, Kailua-Kona, Hawaii, TMK: (3) 7-3-051: 001. The applicant has made the following comments. 1. The 156,152 sf store is located on a 16.1 acre parcel. There are three (3) sanitary lines, one (1) food processing line, and one (1) combined line exiting the building. Each of the five (5) lines has a separate horizontal seepage pit. Water consumption since February 1, 2005 has been metered at two places anti divided into front and rear zones. 2. The front zone is averaging approximately 4,885 gpd and includes both men's and women's public; restroom facilities on two separate lines exiting the building, plus the combined line serving the deli and tire center employee restroom. The deli repackages food mainly for consumption at the store on paper & plastic service. There are no cooking operations, no extensive water use nor food nor cooking wastes. Water use and FOG production are minimal. An 1,800 gallon grease trap intercepts the deli waste before joining the tir•e center employee restroom waste. It is highly unlikely that the deli generates more than a few hundred gallons per day. The tire center employee restroom serves 5 employees at most. It is unlikely to generate more than a hundred gallons per day. Therefore the public restroom facilities in the front zone of the store are estimated to be using approximately 4,385 gpd and the combined line is estimated at 500 gpd for sizing and design of the wastewater treatment upgrades. 3. The rear zone is averaging approximately 2,761 gpd of metered flow and includes a sanitary line for the delivery area employee restrooms (mens' & women's), and a food processing line for the butcher/bakery shops. The restroom facilities are estirated to be generating 400 gpd based on approximately 30 employees generally in the delivery, storage, stocking, butcher, and bakery areas and the balance of the flow or 2,361 gpd is being generated by the t~utcher and bakery areas. A 900 gallon grease trap serves the butcher/bakery line. 4. The sanitary lines and the combined line are proposed to be treated with oversized septic system;. using two compartment tanks and effluent filters, which will all discharge to the existing horizontal seepage pits. The new tanks will be located to allow current operations to continue during construction. A wastewater design package is being forwarded to the State Department of Health for review. 5. The butcher/bakery line is still being analyzed for further treatment consideration. Wastewater design plans will be submitted to the Department of Health within a few weeks. 6. The large capacity septic system proposed to serve the facility would not comply with HAR, Section 11-62-03 because the IWS would receive more than 1,000 gallons per day of wastewater. The estimated flow into the system would be 5,500 g;311ons per day. 7. The existing large capacity cesspool(s) needed to be closed and replaced with a new treatment indi~iidual wastewater system by April 5, 2005 in order to comply with federal requirements. 8. The current State requirement of a wastewater treatment plant would significantly add to the construction cost as well as require a much greater ongoing maintenance cost. 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 minimizes impact to the environment. 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 consi:ructed to meet the Department of Health standards. The impact to the environment will be minimized compared to the current wastewater disposal. 11. The variance is requested for the maximum of five (5) years. If you would like to review the Application for Variance and the submitted plot plan, please call or write to the Wastewater Branch, 919 Ala Moana Boulevard, Room 309, Honolulu, Hawaii 96814-4920, telephone (808) 586-4294 or fax (808) 586-4300,to obtain a copy or facsimile. DOH will consider all written comrents received within 30 days of this notice. If warranted, DOH may hold a public hearing on the variance application, after a separate 30-day public notice. The final decision will be made on the basis of the application, related documents, written comments ar~d the public hearing, if any. CHIYOME L. FUKINO, M.D. Director of Health :VEOVO)~ IOIV~I IV~LVV.i G.<I rIYI l~VI`I LIGJIlJ11i JLV-JLJI FI.UY State of Hawaii Wastewater Bran h Department of Health Application No. W W ~q Environmental Management Division Docket No. ~ - V W W - APPLICAT101'd FrJ°. `IAPtI.ANCE-Prtnmarily Concernine Laree Capacity Cessaools Wastewater Systems (In accordance with Chapter 342 D Hawaii Revised Statues as of July 2004) 300• o0 Submit the original, one (1) copy and filing fee of $0 payable to State of Hawaii to: Hawaii State Department of Health Wastewater Branch 919 Ala Moans Blvd. Room 309 Honolulu, Hawaii 96814-4920 (808)586-4294 Attachments aze allowed, but preferred in 8 Y:" x 11" format (for copying purposes). I. GENERAL INFORMATION (please print or type): A. Name: CoS7'~~ 4 t-rJA'4/ ~ SA L ~ Cl.e e.Pevzari utJ (corporation, company, agency, firm, etc. seeking variance) Mailing address: y ~ 9 C K~ O/r' / f1 E l55i44v,41~ off 980,27 (pity) (island) (zip code) Nature of Business. Check applicable category. (EPA makes the final deternfination of a Large Capacity Cesspool-LCC). ® Non-Residential LCC ® Retail Business ? Visitor Center ? Church Simplified Form: Application for HAR Chapter 1I-62 Variance (Large Capacity Cesspool) 2/15/2005 Page II MRR 15 '05 16 14 328 9251 PRGE.84 ~ aiy~~ rev-ae~i p.w ? School ? Golf course clubhouse/restroom ? ReslauranUfood establishment ? Hntel ? Others, plea:~e specify. ? Residential LCC ? Multiple dwelling ? Community :system ? Regional system ? Others, please specify. Provide location of existing cesspool(s): Tax Map Key no.: (~,_L-J~.~; O L 1=Oahu 2=Maui 3=Hig Island 4=Kauai 73- 5 Eno r?~/ ~Flf ST (number) (street) kAILU -lfdNA NRwn// y~7yo (city) (island) (zip code) B. Individual authorized to act for applicant: Name: Gt}/C. TSClL3~Title:coK'/'o/~~QTE G'oycySEC Address: 9'~~ 4~(rC /~~/UE" 1~5~4 Q v~~ W ~4 9 ~ d .t ~ (crtY) (zip code) Simplified Form: Application jor HAR Chapter 11-62 Variance (Large Capacity Cesspool) 2/15/2005 Page III MRR 15 '05 16 14 328 9251 PRGE.05 Phone No.: ~ ~ ~ b ~ Fax No.: ~ 25- 3 ! ~ - ~lO~ Email Address: G7.~U !30 ! C flSj'C:G < C'C)!'1 C. Ident„i the speci5c sec•~or.(s; of ChaptP* t 1 _F~ which the variance is requested. Check applicable sections. ® Section 1 i-62-03 ~+itions state "Individual wastewater system means a facility which is designed to receive and dispose of no more than 1000 gallons per day ojdomestic wastewater. Individual wastewater systems may involve treatment processes and include, but are not limited to, septic tanks and household aerobic untts with disposal systems and cesspools. Each tndividual wastewater system shall be an independent system and shall have all of its plumbing, treatment (if arry), and disposal compoxents separate from atry other wastewater system. " ? Section 11-62-31.1 (a) (I)(A) "For r¢sidential developments. There shalt be 10, 000 square feet of land areafor each individual wastewater system. " ? Section 11-62-31.1 ('a) (1)(C) "For residential developments. Area afthe lot shall not be less than 10, 000 square feet except for lots creased and recorded before the effective date of this rule. For lots less than 10, 000 square feet which w~rre created and recorded before the effective date of this rule, only one individual wastewater system shall be allowed. ° ? Section Il-ti2-31.1 i'a) (2)(A) "Developments involvingbuildings other than dwellings. The wasrewaterjlow generated shall not exceed 1000 gallons per day per 10,000 square feet of usable land area which shall »ot include the area under buildings. " Simplified Form: Applicatianjor FIAR Chapter 11-62 Variance (Large Capacity Cesspool) 7J15/2005 Page IV MRR 15 '05 16 15 328 9251 PRGE. 86 iueaeny, ~nm~n io,<wJ<.<i rrvi rt~i~ ue>iyna vm-o<oi r,~, ? Section JI-62-31.1 (2)(B) "Developments involving buildings other than dwellings. The total wastewater jlow shall not exceed I5, 000 gallons per day. " ? Section 11-52-31.1 !t) (;~(C) "tJe•,e~ rme~~s involving buildings c!her than dwellings. Area ojthe lot shall not be less than 10, 000 square feet except far lots created and recorded before the effective date ojthis rue. For lots less than 10, 000 square feet which were created and recorded before the effective date of thts rule, only one individual wastewater system shall be allowed " II. SPECIFIC INFORMATION: A. Describe in detail the existing and conditions of the facility in relation to the requested variance. (ExamplE>Reguested Variance isjor LIAR Section 11-62-31.1 (aJ (2)(CJ: The total area ofthe subject lot is 8, S00JI', The lot has 2 buildings on it consisting of a restawant and a physical therapy office which are served by a cesspool The estimated wastewater flow is 2, 000 gpd.) DEL- 1fTl Cff~?~-NT r°US' tjO9t~'T- j? Simplified Form: Applicanan jot HAR Chapter 1 f-(i1 Variance (Large Capacity Cesspool) 2/IS/2005Psge V MRR 15 '05 16 15 328 9251 PRGE.07 I ue5aay, rvieicn io, caw ~.e i nvi n~ri veaiyne omvw i M.w B. Describe how these present or proposed conditions fail to conform with the environmtntal rules of the State. Check applicable category and fill-in-the missing infomtation as appropriate. ? The area of the lot is _ square feet. This is insufficient to meet the minimum land area requirements for IWS utilisation which is one IWS per ] 0,000 ft~of lot area. ® The large capacity septic system proposed to serve the facility would not comply with IiAR Section 11~~62-03 because the IWS would receive more than 1,000 gallons per day of wastewater. The estimated flow into the system would be 5 , SOC7 gallons per day. ? If not in the choices, please specify. C. Describe in detail why the present or proposed equipment and/or operating conditions cannot be alterul to bring such facility into compliance with the environmental rules of the !irate within a reasonable amount of time. Check all applicable reasons. Simplified Form: Application jar HAR Chapter 11.61 Variance (Large Capacity Cesspool) 2/l5/2005 Page VI MRR 15 '05 16 15 328 9251 PRGE.08 i uesaay, marcn i o, zu~o ~.ci rm rct;iv uesigns omm~o i p.va ® The existing lazge capacity cesspool(s) must be closed and replaced with a new treatment individual wastewater system by April 5, 2005 in order to comply with federal requirements. © The current SUte rSnu'rement ofa wa~tedvatc. tree*.mert pIW r •.vo::[d significantly add to the construction cost, as well as require a much greater ongoing maintenance cost. ? The facility has bcen in operation for years in this location using the existing cesspool. The installation of a wastewater treatment plant in lieu of a septic system witl not tie possible due to space restrictions and may force the owner to abandon the k~usinesv operation. ? If not in the choices, please specify. D. Check applicable reasons lisUxi belowand/or supply supporting information (Attachments D-1, D-2 & D- to clearly show that: (l) The granting of the variance is in the public interest as defined in the Hawaii Revised Statutes, Section 342.D-6(c). 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 desi®ued by an engineer and wilt be submitted to DOH for review and approval. The new IWS will provide a better wastewater treatment system compared to the existing LCC. Thereforn minimizes impact to the environment. Simplified Form: Appltcarfon jor HAR Chapter ! I-62 Variance (Large Capacity Cesspool) 2/IS/2005 Page VII MAR 15 '05 16 15 328 9251 PRGE.09 n~i~ vemyno aLO-aw i ~ i uesuey, mmrn~ IJ, NUJ L.G 1 rm ? Prevent loss of jobs. The LCC serving my facility has bcen in operation for years. The ctureut State requtrements of a wastewater treatment plant would significantly a:id to the construction cost, as well as require a much greater ongoing maintenance cost. I (owner) may be force to close my existing b~!siness and lay off n:y c,~~pioyees. ? If not in the choices, please specify. (2) The granting of the variance will not substantially endanger human health r~ or safety. L1CJ The existing LCC will be upgraded to an IWS (septic system). The IWS (septic system) will provide a better treatment system prior to effluent disposal. The IWS will be designed and constructed to meet the Department of Health standards. The impact 3o the environment will be minimized compared to the current wastewater disposal. ? 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 oCwastewater treatment. The septic tank will provide pretreatment and sludge removal prior to effluent disposal. ? If not in the choices, please specify. Simplified Forth: Application jor HAR Chapter 1 l-61 YarJonce (Large Capacity Cesspool) 2/15/2005 Page VIII MAR 15 '05 16 16 32B 9251 PPGE. 10 (3) Compliance with the rules or standards from which the variance is sought would produce serious hazdship without equal or greater benefits to the public. n U The residents of the _ are essentially economically depressed. ? The owner of the facti ity Simply cannot afford to build and operate wastewater systems meeting all the requirements of I-iAR Chapter 1 t-62 such as small aerobic wastewater trt:atment plants. ? The existing location of the facility is severely restrictive. 'T'here is simply no space to construct a wastewater treatment plant. ? If not in the choices, please specify. E. Specify the amount of time requested for the variance and the reasons for such a time period. Note that the Director cannot issue a variance for a period exceeding five years (if additional space: is required, please include the information on a separate attachment and label ("Attachment E-1 Check applicable amount of tune requested. ® 5 years ? Less than 5 yeses F. Submit any additional information which will support this application for a variance (i.e., statements, plans, azea maps, histories, etc., and label "Attachment F-1 Simplified Forte: Applirntion jor KAR Chapter !!-6Z Variance (Lmge Crrpocity Cesspool) 2/IS/2005Page IX MRR IS '05 16 16 328 9251 PRGE. 11 III. CERTIFICATION: I,_ ('Ril k ~Z~G3~1 Cyvl~we:rt Cau?~5< (print name) (print title) ' certify that I have kncy4vledge of the facts herein set forth and that the same aze true and correct to the best ,my knowled e and belief. Signature• x-~ ~ ~ Date: ~ > ADO S AO NOT WRITE BELO11W, - FOR AG~E,NpCY USE ONLX IV. Date Application received: M`a~ //Ll l V. Application No.: ~ ~ Y ' / VI. Docket No.: O(~~,- V Y W VII. Receive by: V" ~,q C~/-~~ VIII. Filing fep ~ check date: 3 ' I ~ ~ d~ Check # ~ ~ ~ / t VC.J Dt. Department of Health Receipt # - X. Decision on Application (including date): XI. Date of Public Hearing; ojthe wastewater systems. S(mplified Form: Applicationjor fIAR Chapter 11-61 Variance (Large Capacity CerspooO 2/15/2005 Page X MqR 15 '05 16 16 32H 9251 PFlGE.12 Attachment to Wastewater Variance Application - LCC for Costco Wholesale -Kona Part II -Specific Information, Section A, page V EXISTING FACILITIES The 156,152 SF store is located on a 16.1 ~ccre parcel. There are 3 sanitary lines, 1 food processing line, and 1 combined line excitin€; the building. Each of the S lines has a separate horizontal seepage pit. Water consumption since Feb 1, 2005 has become metered at two places for the building, divided into front and rear zones. The front zone is averaging approximately 4,885 gpd and includes both men's and women's public restroom facilities on two separate lines exciting the building, plus the combined line serving the deli and fire center employee restroom. The deli repackages food mainly for consumption at the store on paper & plastic service. There are no cooking operations, no exctensive water use, nor food nor cooking wastes. Water use acid FOG production are minimal. An 1,800 gallon grease trap intercepts the deli waste before joining the fire center employee restroom waste. It is highly unlikely that the deli generates more than a few hundred gallons per day. The fire center employee restroom serves 5 employees at most. It is unlikely to generate more than a hundred gallons per day. Therefore the public restroom facilities in the front zone of the store are estimated to be using approxmately 4,385 ~;pd and the combined line is estimated at 500 gpd for sizing and design of the wastewater treatment upgrades. The rear zone is averaging approximately 2;,761 gpd of metered flow and includes a sanitary line for the delivery area employee restrooms (men's & women's), and a food processing line for the butcher bakery shops. The restroom facilities are estimated to be generating 400 gpd based on approximately 30 employees generally in the delivery, storage, stocking, butcher, and bakery areas and the balance of the flow or 2,361 gpd is being generated by the butcher and bakery areas. A 900 gallon grease trap serves the butcher/ba.kery line. PROPOSED UPGRADES The sanitary lines and the combined line are proposed to be treated with oversized septic systems using two compartment tanks and effluent filters, which will all discharge to the exusting horizontal seepage pits. The new tanks will be located to allow current operations to continue during construction. An application package is being forwarded to the State Dept of Health for review. The butcher/bakery line is still being analyzed for further treatment design to be submitted within a few weeks. ii I IY i o i D ~ I~ ~ ~ ~ ~ ~ I ~ I~ ~ I ~ ~ ~ ~ _ / / 'fl ~ I = ~ I ~ i ~ ~ ~ I / ~ / I A i ~ I / ~ i r / I ~ L.. - _ I ~ I le I, I_ la a I a I I I _ _ i b~ F~ is I ,a s ^Id* ~ e I~ ~ I~ ~ ~ -o~ a u Iv~~a~l..oe % ~ ion = i "-~-L- i I i~"~- I' i ~ j n s° I i ~ I ~c I I ~ I Ntiy Ny I --I i o ~ I I °I I I „ ~ I I I I I ~ ~ o I i I ~ G I ~m I I I ~ R I n I i I m I_ i i I 1= i I I 1- i i I i I i i 1- i. _R - i I I ~N I•: i i T I s~~ ~I-" o'I I I I ~ ~ "I~°~ i I I-= i I - I i i i i ~ ~ R' i i _ - i -----------------------------------------e„----------------- OGN NG.: SI TE.OGN JOB NO.: GOSiCO DRAWN RY: RGN one xm+os mrisiwn sHEE, C®STa::® &~®~A RT ENGINEERS INC. m° m 1 SRE PIAN e o m. smear. xuw~-xox~. xi m+sc p sze-exzs p eeeazaww 1 os 7 SANITARY IJNE UPGRADES , ew„ , o °Transmittal IJate~ _ ~ I,~ _ r Suspense ~atea Wastewater BrancY~ - Variance .~ppli~7ation Noa WW Docket No, m m S~ JECT: Cover Letter, Public Notice Pu Variance Application - - ~ Draft Daricinn ('rarer LeEtrr. l~P(!iCinrl .Qr nril~r ~nel L°in.linieo srSi'nr~ 9 P?nnnl,.,ni....A .yeSr.~.a. ~J Final Decision Cover Letter, Signed Decision $r Order and Findings of Fact $r Conclusions of Law ROC?TE TO: Director of Health - Cluyome Leinaa.la Fukino Deputy Director for Environmental Health Administration -Laurence Lau Chief, EMD -Thomas E. Arizumi _ Attorney General°s Office, AG Mark Bennet, Deputy Mark McConneL Deputy Ben Robea°ts Clean Water Branch -Denis Lau _ Environmental Plaruxin Office ®June Harrigan Lum Safe Drinkin Water Branch -William Wong _ Sanitation Branch -Commercial Properties Only! Wastewater Branch Neighbor ]eland Staff - Board of Water Supply - Clifr`ord Jarniile Coxanty of Hawaii Dept of Water Supply -Milton Pavao County of Maui Dept of Water Supply -George Y. Tengan _ _ Kac~i County Department of Water E_snest 3C.W. Lau District Health Office -Maul - Herbeirt Matsubayashi, Chief Sanitarian - District Health Office -Kauai -Clyde. Takekuma, Chief Sanitarian District Health Office -Kona -Paul Okuna, Supervising Sanitarian District Health Office -Hilo -Aaron 1Jeno, Chief Sanitarian Oahu Nei hborhood Board City & County of Honolulu, Department of Plann9ng 8r Permitting BiCTION REQUESTED: Regarding the Coves Letter, Public Notice 8r Variance Application, please check one box: [ ] Recommend to GRANT this variance application. r [ ]Recommend to DENY this variance application. _ Please feel free to submit comments _when returning this route slip to the address listed below. _ Regarding the DRAFT Decision, plea,ae feel free to write corrections/Comments on the attached _ documents and/or submit formal coananents in writing to the address listed below, Reyardiray the FINAL SIGNED Decision, the attached is for your information/file. Please file or discard at your discretion, Thank yovo~ J =lease feel free to subz~ait Comments to: Mr. I-laroid Yee, Chief, Wastewater Branch„ X19 Ala lidoan+a Blvd. l~.oom s09, Honolulu, Hawaii 96~'1~-4~~0 or phone (~08') 586-429 fax (~'O~') 5~6=~1~00. Received by NIWB / / variance route sli~.doc as of 2/30/ZOOS vwxv