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HomeMy WebLinkAboutCOM 0020.000 2008-2010t LINDA LINGLE GOVERNOR OF HAWAII Mr. Ronald Nickel, Civil Engineer Ronald Nickel, P.E., LLC 12-7109 Kalaunu Street Pahoa, Hawaii 96778 Dear Mr. Nickel: Subject: Variance Application No. WW 295 Docket No. 08-VWW-24 Application for Variance -Primarily Concerning Large Capacity Cesspools Restaurant /Laundromat at 74 W Kawailani Street, Hilo, Hawaii TMK: (3) 2-2-041: 069 CHIVOME LEINAALA FUKINO, M.D. ' DIRECTOR OF HEALTH In reply, please refer to: EMD/WB W W 295 PN CL ~ N O c ' ~ n l ~~ _ -~ ~ GS -,,7 ~ - ` ~ k k-` 'J lu ~ y, ~~~ }-! .~ Q') The Department has reviewed your application for a variance from Chapter 11-62, Hawaii Administrative Rules for the subject property. 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 notice is required to be published in the Honolulu Star-Bulletin and Hawaii Tribune Herald one (1) time only. Please contact the following agencies for assistance in the publishing of the public notice (names and emails may have changed -this is only basic information on file). Also, if an a-copy of the Public Notice is requested by the newspaper agency, please email lori.morikami@doh.hawaii.gov and she will email a printable version of the public notice to you. Honolulu Star Bulletin, 500 Ala Moana Blvd., Seven Waterfront Plaza Ste 500, Honolulu, Hawaii 96813 Contact Lisa at phone (808) 529-4344 or Rose at (808) 529-4825, fax (808) 529-4829, email lisa@starbulletin.com Hawaii Tribune-Herald, contact Ms. Makanani Kaaua, phone (800)548-1294, fax (808)969-9100 email make@hawaiitribune-herald.com Failure to have this notice published within three (3) weeks of 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. Once published, you must submit the original certified affidavits of the publication from both newspaper agencies to the Wastewater Branch at 919 Ala Moana Comm. No.~_ Ref. To- - Ref. Dbte OFC a 9(lOR ~ p e Ham. e~ ,V?r r(\\ /? m'~.,1..tG.64Y STATE OF HAWAII DEPARTMENT OF HEALTH P.O. BOX 3376 HONOLULU, HAWAII 96801 November 26, 2008 , Mr. Ronald Nickel November 26, 2008 Page 2 Blvd., Room 309, Honolulu, Hawaii 98814-4920 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, please call the Planning & Design Section of the Wastewater Branch at our direct toll free phone number 974-4000 ext. 64294, fax (808) 586-4300. ~ISincerely, ;y CGSyz~~~ ~~ THOMAS E. ARIZUMI, P.E., CPIIgF Environmental Management Division Enclosures: Receipt No. 26518 Public Notice c: Applicant - Mr. & Mrs. Fukuda Clean Water Branch Safe Drinking Water Branch Wastewater Branch -Hilo Staff Engineer Department of Water Supply -County of Hawaii istrict Health Office -Hilo ~awaii County Council .. . ~ ,: ~.. . ' _.. .r:.S'' WASTEWATER SYSTEMS PUBLIC NOTICE OF VARIANCE APPLICATION NO. WW 295 DOCKET NO. 08 - VW W - 24 Pursuant to H.R.S. Section 342D-7(i), Hawaii Revised Statutes, the State Department of Health (DOH) seeks written comments from interested persons regarding the following. Edward & Judith Y. Fukuda Trust, Edward Fukuda, of 74 W. Kawailani Street, Hilo, Hawaii, has applied for a variance for the maximum of five (5) years as stated in the variance application from Hawaii Administrative Rules (HAR) 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." and Section 11-62-31.1(a)(2)(D) "Developments involving buildings other than dwellings. The total wastewater flow into each individual wastewater system shall not exceed one thousand gallons per day." Mr. Ronald Nickel, Civil Engineer, Ronald Nickel P.E., LLC, of 12-7109 Kalaunu Street, Pahoa, Hawaii, is the individual authorized to act for the applicant. The applicant as stated that the total area of the subject parcel is 12,060 square feet. The lot has one building, the one building contains a small drive in, a Laundromat, a storage room and a combinations women's/men's toilet. The estimated wastewater flow is 3000 gpd, 1,600 gpd from the Laundromat and 1,400 gpd from the drivein. The property is located at 74 W. Kawailani Street, Hilo, Hawaii TMK: (3) 2-2-041: 069. The applicant has made the following comments. 1. 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 1,400 gallons per day. 2. 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. 3. 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. 4. The facility has been in operation for 52 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. 5. 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. 6. Prevent loss of jobs. The LCC serving my facility has been in operation for 52 years. The current State requirements of a wastewater treatment plant would significantly add to the construction cost, as well as require a much greater ongoing maintenance cost. I (owner) may be forced to close my existing business and lay off my employees. 7. 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 constructed to meet the Department of Health standards. The impact to the environment will be minimized compared to the current wastewater disposal. 8. 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. 9. The owner of the facility simply cannot afford to build and operate wastewater systems meeting all the requirements of HAR Chapter 11-62 such as small If aerobic wastewater treatment plants. 10. The variance is requested for the maximum of five (5) years. ' 11. 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: 74 W. Kawailani Street Owner: Edward & Judith Y. Fukuda, Trustee Island: Hawaii TMK: (3).2-2-041: 069 Lot Size: 12,060 sq. ft. Action related to disposal is: reuse cesspool as seepage pit Existing Cesspool: Elev (g) ft 173, Diameter (d) ft 12, Depth (h) ft 25, Depth to Standing Water from Surface if present: 18. Wastewater type: domestic, non-residential, food processing, Laundromat. Facility's wastewater flow in gallons per day: existing design 3000 gpd. Actual (measured or metered) Average 3000. A vicinity map, location map, plot map and design calculations have been attached to this application for variance but can not be shown here. If you would like to review the complete application, please call or write to the Wastewater Branch, 919 Ala Moana Boulevard, Room 309, Honolulu, Hawaii 96814-4920, telephone (808) 586-4294 and/or fax (808) 586-4300 to obtain a facsimile. DOH will consider all written comments received within thirty days of this notice. If warranted, DOH may hold a public hearing on the variance application, after receipt of separate related documents and written comment, if any. Chiyome Leinaala Fukino, M.D. Director of Health I~ p State of Hawaii Wastewater Branch Department of Health Application No. WW Environmental Management Division Docket No. ~ - VWW - ~_ APPLICATION FOR VARIANCE -Primarily Concerning Large Caaacity Cessaools Wastewater Systems In accordance with Chapter 342 D Hawaii Revised Statues as of December 9, 2004 Submit ONE (1) original with filing fee of $300.00 payable to State of Hawaii to: Hawaii State Department of Health Wastewater Branch 919 Ala Moana Blvd. Room 309 Honolulu, Hawaii 98814-4920 Ph (808) 586-4294 Fax (808) 586-4300 Attachments are allowed. For copying purposes, 8 ~/z' x 11"format is preferred. GENERAL INFORMATION (please print or type): A. Name: ~bwar~p.r.- ~ t~orporatlon, company, agency, firm, etc. seeking variance) Contact person: C~OG?'4/Zp ~~f~UO~- Mailing address: ~?~ ~ ~flii7~-/mfg-~s.11 ST (Gity) (Island) (Zip Code) Nature of Business: Check applicable category. EPA makes the final determination of a Large Capacity Cesspool (LCC). [ ] Non-Residential LCC [ ] Retail Business [ ] Visitor Center [ ] Church ' [ ] School [ ] .Golf course clubhouse / restroom [ X] Restaurant /food establishment [ X ] Other, please specify: ~ /P Uit%p.t2Ci af/-i T [ ] Residential LCC [ ] Multiple dwelling [ ] Community system [ ] Regional system [ ] Other, please specify: P:\wwbWpplication for LCC Variance April 2008.doc as of April 8, 2006. Page'I of 6 Provide location of existing cesspool(s): Tax Map Key No. ~~) _~ - 2 _ bL// ; O/~, g 1=Oahu 2=Maui 3=Big Island 4=Kauai ' w • /~.~~v~1/Ls3~ i S (Street) NiLo Ns ~c778 (Zip Code) B. Individual authorized to act for applicant: Name: KO,cJ~c-U ~e~l ~L ` Title: ~i /i ~ ~~JLz/K/ USZi'L Company: ~oNA~-D fViCKEZ. pC=., LLB Address: /Z-`7/G~j ,~Ll4G..~r~.^ci~ ~'T NS- 1(a7° (City) (Zip Phone No.: r~J'o8..9~'q~/ // Pax No.: X08- 96S-Bl23 Email Address: ~d~~ sN as7 j'1 r~ ~ Cj y(.j ai ~- CGSNi/ C. Identify the specific section(s) of Chapter 11-62 for which the variance is requested. Check applicable sections: [~C] Secfion 11-62-03 Definitions state °Individua/ wastewater system means a facility which is used and designed to receive and dispose of no more than one thousand gallons per day of domestic wastewater. Each individual wastewater system includes all connected plumbing, treatment (if any), and disposal components that could, if not connected, serve as separate wastewater systems." Section 11-62-31.1 (a) (1) (A) "Developments involving dwellings: There shall be 10, 000 square feet of land area for each individual wastewater system." [ ] Sectipn 11-62-31.1(a)(1)(C) "Developments involving dwellings: Area of the lot shall not be less than 10, 000 square feet except for lots'created and recorded before August 30, 1991. For lots less than 10, 000 square feet which were created and recorded before August 30, 1991, only one individual wastewater system shall be allowed." Section 11-62-31.1(a)(2)(A) "Developments involving buildings other than dwellings: There shall be 10,000 square feet of usable land area for each individual wastewater system. Usable land area shall not include the area under the buildings." P:\wwbWpplication for LCC Variance April 2008.tloc as of April 8, 2008. Page 2 of 6 [ ] Section 11-62-31.1(a)(2)(B) "Developments involving buildings other than dwellings: The total wastewater flow of the development shall not exceed 15,000 gallons per day." [ ] Section 11-62-31.1(a)(2)(C) "Developments involving buildings other than dwellings: Area of the lot shall not be less than 10, 000 square feet except for lots created and recorded before August 30, 1991. For lots less than 10, 000 square feet which were created and recorded before August 30, 1991, only one individual wastewater system shall be allowed." ~-- D [J(] Se(i7101U II-~2-31,II'Z~(D) ~L Wc~ II. SPECIFIC INFORMATION: A. Describe existing facility conditions in detail, in relation to the requested variance. (Example: Requested Variance for HAR Section 11-62-31.1 (a)(2)(C): The total area of the subject lot is 8, 500 square feet. The lot has 2 buildings on it consisting of a restaurant and a physical therapy office which are served by a cesspool. The estimated wastewater flow is 2, 000 gpd.) ~ 4-~.1.. 4 ~v o (~.C y1 ~~.IHAc~- (?ter-~.e Qp v, t 2~ o(oo S' ~1 ~T', ~. ~.~- ~n.~,, rna0 1.... P_l.~., (his. ~}y~.ti.~,t C.i"'~tx.-tit%1 0. /1-~t~G-~ W V-c~t tiA1 (7` W nmga ~~1~2- nd 7 t-l~R~ ~ ~v~.,~tiA.B[. W u.~t_ W ~. fN.-vk~„~ av~c.~ t G/0-O B. Describe how the present or.proposed conditions fail to conform to the environmental rules of the State. Check applicable category and provide missing information. [ ] The area of the lot is square feet. This is insufficient to meet the minimum land area requirement for IWS utilization which is one IWS per 10,000 square feet of lot area. [jC] 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 .~G gallons per day. P:\wwbWpplication for LCC Variance April 2008.doc as of April B, 2008. Page 3 of 6 [ ] Other, please specify: C. Describe in detail why the present or proposed equipment and/or operating conditions cannot be altered to bring such facility into compliance with the environmental rules of the State within a reasonable amount of time. Check all applicable reasons. [X'] The existing large 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 State requirement of a wastewater treatment plant would ~(i significantly add to the construction and ongoing maintenance costs. f' [ ] The facility has been in operation for . S`L years in this location using the existing cesspool. The installation of a wastewater treatment plant in lieu of a septic system will not be possible due to space restrictions and may force the owner to abandon the business operation. [ ] Other, please specify: D. Check applicable reasons listed below and/or supply supporting information (Attachments D-1, D-2 & D-3) to clearly show that: (1) The granting of the variance is in the public interest as defined in the Hawaii Revised Statutes, Section 342.D-6(c). [)G] 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 tWS will provide a better p wastewater treatment system compared to the existing LCC. P Therefore, impadt to the environment will be minimized. [i~] Prevent loss of jobs. The LCC serving my facility has been in operation for ~~ years. The current State requirements of a wastewater treatment plant would significantly add to the construction and ongoing maintenance costs. I (owner) may be forced to close my existing business and lay off my employees. P:\wwb\Application for LCC Variance April 2008.doc as of April 8, 2008. Page 4 of 6 (2) The granting of the variance will not substantially endanger human health or safety. ['~] 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 constructed to meet the Department of Health standards. The impact to the environment will be minimized compared to the current wastewater disposal system. [~Q The proposed treatment individual wastewater systems will provide greater protection than the large capacity cesspools. The proposed IWS is an improvement over the existing cesspool in terms of wastewater treatment. The septic tank will provide pretreatment and sludge removal prior to effluent disposal. [ ] Other, please specify: (3) Compliance with the rules or standards from which the variance is sought would produce serious hardship without equal or greater benefit to the public. [ ] The residents of depressed. are economically ~'] The owner of the facility cannot afford to build and operate wastewater systems (such as small aerobic wastewater treatment plants) to meet all the requirements of HAR Chapter 11-62. [ ] -The existing location of the facility is severely restrictive, and there is insufficient space to construct a wastewater treatment plant. 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 time requested. [iCJ 5 years [ ] 4 years [ ] 3 years [ ] 2 years [ ] 1 year Submit any additional information which will support this application for a variance (i.e., statements, plans, area maps, histories, etc.) Label "Attachment F-1 ." P:\wwb\Applicatlon for LCC Vadance Apol 2006.doc as of Apnl 8, 2008. ~ Page 5 of 6 III. CERTIFICATION: I I~Q ~v.aa-c.~ ~ i G IL L~ ~ [? t ~ t I L rv G~ r ~v u+Zr'L (Print Name) (Print Title) certify that I have knowledge of the facts herein set forth and that the same are true and correct to the best of my knowledge an~dbelief. / /~ Signature: Fex V~-e/N.CX_ Date: dO/i ~3/0~ DO NOT WRIThE BELOW - F(OR~AGENCY USE ONLY IV. Date Application received: ~'y/~~/1^/~ " ~c" ~ V. Application No.: V'f~Y' ',,11Jn/ VI. Docket No.: ''O'' IV'~/~~ `~vppVV ~' Y ~ VII. Received by: II Ny Div 1I ~ ar- VIII:. Filing fee ($300.00) check date: l0'~~'O ~/ r p, Check # ~-t/`~~ IX. Department of Health Receipt # ~r ~A X. Decision on Application (including date): XI. Date of Public Hearing: ' P:\wwbWpplication for LCC Variance April 2006.doc as of April 8, 2008. Page 6 of 6 INFORMATION FOR VARIANCE EVALUATION BY UIC PROGRAM App' # ww: ^ above ^ below UIC line Underground Injection Control (iJIC) Program, Safe Drinking Water Branch DeparUnent of Health, State of Hawaii 919 Ala Moana Blvd., #308, Honolulu, HI 96814 Tel. No. 808-586-4258, Fax: 808-586-4351 Attention: This information will be used to determine your project's applicability to UIC requirements and the authorization to abandon or operate the effluent disposal system Answer al] parts accurately and coatpletely. Inaccurate or incomplete answers may result in processing delays. 7~ Gu, ,L/iA-ulyd/GIf,U/ ST r=o«a20r, Facility address: Owner: e!c'D~y"~V y_ ~Ul~(J,r7i9 T2 Island: /~f1N~4// TMRNo.:C3)-2-Z-U~//.'069 Lot size: ~Z/O60 sq. ft, Action related to disposal (check all applicable): ^ abandon cesspool reuse cesspool ^ build new cesspool reuse cesspool as seepage pit ^ build new seepage pit ^ reuse leachfield ^ build new leachfield ^ reuse injection well ^ build new injection well ^ other: Describe the disposal structure: ^ leachfield ft. x OR x " ' '' ~ ft. deep S ~ existing: ~ d _~ how many: grd. elev. (g) ft. ~ -] y! ~ ~ cesspool I h ^ seepage pit, or diameter (d) ft. I `~ ^ injection well ~ depth (h) ft. ZS depth to standing water I ~t from surface if present: ^ new: Wastewater type (check all applicable): ~( domestic ^ residential ~' non-residential ^ runoff ^ industrial ^ aquaculture ^ commercial products processing f6' food processing ^nnimal-related ^ swimming pooVmbs ^ condensate ^ aesthetics ^ healthcaze-related ^ floor drains (i;f, other: (~ U ~tJ t7 20 Wt q y--- Facility's wastewater flow in gallops per day: Average Maximum Existing design: ~~~ Future design: Actual (measured or metered): ,7w v Person providing this information: ^ is the owner. Printed name: Title: Address: Date: Phone: (0408) ~ is representing the owner. Signed: Company: Fax: I i ~ ~ i i. ALE KONA PL MELANI 2. WALE LIA PL ae1 2 3. KEOKOLO PL KAPUALANI : 4. IANEKE PL . Q~ S. LEO LANI PL ~ = ~' 6. KIKALA LOA PL N WAIN OHIA ey ~ 7 AA LA LANI PL 6 SEE INSET ~~ 6 . a i B. MAHIKO PL KUHILANI b ~ I` m C1 ~ 3 c ~ 9. KAPII PL '10. LU HAU PL ~e POHAKULANI ~ 1~ ~ 11. PAKIKA PL ' s a 112 KU HILANI PL Is . m 7 6I NO an KIMO - /// PL g - ~( , 9 / IWALANI KAWILI KANOEIANI ~ ~ ANELA motet 13. NANIAKEA PL I4. KOLEPA PL L NANIAKEA I5. 6 KAHIKO PL MINA PL m H ry SEE INSET ~ 1 . ~ 17. KELIKA ~\ NOHE KOA PL 0 101 ~ : 6 19 KIA 1 1 PL za . 20. MIKAEIE PL .ANI 27. NIKOLAO PL ' PAMALA PL /y1 I z ly SANTOS LN LOKAHI \ ~ MAIKAI LOKRHI O 9 i Y ~ e> g~9 h • zo2] j ~ o. H LL O c ~ 3 4p F 'P KEKELA Pueuu,ro KTA ~ c ~a O 10 , ID,o ~ E._ ro vovcaNO ui KANOELEHUA qVE ' w ~~` SEE PAGE 35 {j'! (SEE PAGE 36 $j w ^~ VICINITY MAP A a c D PACC 39 . § . A B C D E F I' NOT 1'O SCALE 1 rWL 1, 4v P~ z ~ a MAKANI ~ I i ! I n ~ N `~ i>i OMAOMAO a Z AUAHI PL PL a i LAUNA O(u Q? ~ 2 P 5 Q V i g HONUP $ ~~S' ~ 6 y h, OIHANA ~ O Y ~,n 7 , lace ~ W ~ ~O net Y 3 ~ 3 I ~ ~ ~ An Dual H'AY ~ rP pe ~ v ~ eso " I a << ~ PyaPJ 9 9O~ p 4.. ' ~ w ~ N t LAUL KUMUWA IN A ~ I ~c~ '~ ib - }^~ ~ . S. KUM WAWA PL ~NN` ~ ~~`~~~p MALAWAINA 5 7 ° .,~ ~ M" r" flS~ ~ L1 ~' ~aza 'u0 KOM OHANA m~ b m: t ,, laae z a a i° ~ v t m S 'sl m 6 a .°; t ~..,- e _.,: q. . _ ~" eF e ,k i i :i rcgl ~ d~ ~ ~~ I i" . _J 7 > i~ e ~ ... C } F ~' s F~ N * ~~: ~, 1 ' ~ ( jS I~ '~I ) ~ R ,' t~ a"I y a{r ~ a: e d Y jjYY• ~ S j~yr r T Q_a_________~;~, er ~ a, ,g e ~ ~ ~ ~ i f t , ~,; B ~ Y 1i 1 = ~i fI ' .,.. S I n a i a4 ® f - Af;~~ s o3 eE. ~ Ilt( ~.{ i „ E ~ _ , .. _ a, t 6 ~ ~#t~Y I ' ts''t.~ml Y l. t ~ ~ r e i~ Ga~ ~1' ~~' ~ ~•'© V ! F &` le ; f ye`ra 1 I d e`('I eY e ~~ S' e ~ ~ ~ a .E s•. { x{ t1b {t~IC Y w -- t' ~~ y~ ~ E ~ I l c~ ..... '1 ~g ~p tl i ~ Y ^ f~~ e.V p~- ~\ ; rm= L ° ' ' ` Gf ` J~~ a ii ~ E ,EGG ,,' ,.0 _!_ .,_ i f ~ {, ` Asa > is l i. 2 .A t : ~~~- e w "~ :" f ; > a. ~• t `~~ ~ ~~ e e r _ ~.~a ~ ' • _~ Yi fed. 6 ..._ e__ . ~._ ..., N P q ~~ ~ a f x ~ E {yyye •~ tl ~l, ~ ,~ ~_ -- ~ ~, t1 ' ! ~ + ~ } i W 1.• t~ ~ F ~ ~ i ~ ~ O C * Ce 'P eg e 1 ~ u. ' ~•~ ~p ; t Y ~ z t ® : ~ & 1 b= N E~ . ~ . '' I .r iw a s ~ - ~ ~~~~ '~ -.a t ~~ p f t. @ ~ p - Y -' O ~ > ~ Qy ~ O~~ sp ~ ~ 1 ~ ... ,Pe ~:~ ~i ,' y i ~ ~ " I a © I o , ~ t ` ~ I 1 y { iq ®' I ~ Afi d V S e E ¢ t I il ~ 1 'St e _ ~6~k e• I a Q ' ~ ~ { fi~~ ~~:t; m 4 ~ I 'I CY . I 3 ~e ~~ ~rf }p @ F$~ ~ ~'~s~f . ~ i.i "' Y ~ e ~ ~~ ; e I i 4.g ~tcit 1 Y .3". a i' ' I Q~ ..r ~I,~E.axoxa re. e m Y'alLrx/ fIgEF)' q ... rrn) q ~ ~~ ~(~ }~I. i~~ ~~ LOCATION MAP - 6- t P f!`A; i i e~ .E..~ M C 1 r 6' ! ~ i .L~ - c~. . ,. !~ a , ~ ~+~~t,, ; ~: ~ ~ ., . ~ ------~ o~ m ,;~ ~ ~v 4 . ~ ~~ ~ . ~~ Lf t. ~~`~~-' ~~~r ,~.~~ g ~ ` :~.- too, ~c~ halal ~1 ~W~lttn -.~,,~ ~? ~.. ~~ ~~ . ..4. T ~ DESIGN CALCULATIONS ., 1. FUKUDA TRUST TMK)(3)-2-2-041:069 KANDIS DRIVE-IN & WASHERETTE 2. Flow The drive-in uses foam contains and plates to serve food. The drive-in is only open for breakfast & lunch it closes at 3 PM The only wastewater comes from washing pots and cooking utensils. The drive-in has a small toilet with one fixture. The toilet is keep locked. The restroom is only available for customer use. The Laundromat has 15 washing machines. Drive-in 200 meals/day x3 gal/meal = 600 gpd 75% use toilet x 200 customers x 5 gal /use = 150 x 5 = 750 gpd Laundromat 15 machines x 6 washes /day x 17 gal/ wash = 1530 gpd Total = 2880 gpd Use 3000 gpd 3. Septic Tank Selection for Drive-in ; 1690ga1. minimum - .L 2 ~ " Use .2 -1000 gal. tanks ? ,;'~ 'Grease tra i ' ,~ „~< ~ ~ . ~' ~ ,. = t Use 250 gai 'i _- - '~ % ' ~ ~ n' ~ Laundromat ' Use filter pit or tank with 1600 flow capacity such as Zabel A-100 8x26-VC 4. Seepage Pit Design Use existing cesspool as seepage pit The existing cesspool has worked for 50 + yeazs and will be permitted as an injection well ,~. ; i-J :. ~ ,.__, ,:. • .~~..: - ;. .t.... wi n ~..~1. ..~ .,! _..h Traraanittal Date: Su Date: Wastewater Branch Variance Docket No. -VWW APP # WW NamelT'atb: Su ' Cover letter, Public N tics and Va ' ce A tication ROUTE TO: A ..... _ rrt: • Diredor of Health - Chiyome Leinaala Fukino Deputy Director for Environmental Heafth Administration -Laurence Lau Chief, EMD -Thomas E. Arizumi General's OfFioe -Deputy Attorney Edward "Ted' Bohbn Clean Water Branch -Alec Wong . • Ernriratmental Planni Office - Keh/in Sunada Safe Drinking Water Branch - Stuart Yamada • • S~itation branch -Commercial Properties Only Wastewater Branch Staff Personnel [~Q Hilo -Jerry Nunogawa (TMKs 1, 2, 3, 4) - [ ]Kona -Dane Hiromasa (TMKs 5, 6, 7, 8, 9) [ ]Kauai - Lori Vetter [ J Maui -Roland Tejano Oahu - Johnn Water Departments [ ]Board of Water Supply -Clifford Lum ~ County of Hawaii Dept of Water Supply - MiRon Pavan [ ] Courrty of Maui Dept of Water Supply -Jeffrey Eng Kauai C De rtment of Water -Edward Tschu [ 1 Maui DHO -Herbert Matsubayashi, District Environmental Health Program Chief [ 1 Kauai DHO - ,District Environmental Health Program Chie# [ ]Hilo DHO -Aaron Ueno, District Environmental Health Pro ram Chief ' ' 8 Courrty of onolut ,Department of Pla 8 Permitti Floor Cou of Council / [ ] Horwlulu City & Cou Council ~ Oaaw ' nborhood Board # Regarding the Cover Lstbsr, Public Notice 8 Variance Application, please check one box: [ ]Recommend to GRANT this variance application. [ ]Have no objection to the GRANTING of this variance application. [ ]Recommend to DENY this variance application. [ ]See attached comments. Reviewed by Title Contact Phone # Fax # Please return this ROUTE SLIP. You ma add a s crate sheet of comments to this. Return this to: Department of Health -Wastewater Branch, 919 Ala Moans Blvd. Room 309 Honolulu, Hawaii 96814-492D phone (808) 586-4294 fax (808) 586-4300 Reaiwd by WWB ~ I p:b bemplwwb .2x08 v~risnce rout silp - CL PN App.doc 07/1812009