HomeMy WebLinkAboutCOM 0745.000 2006-2008 o ` 1, K
LINDA LINGLE ~i' r CHIYOME LEINAALA FUKINO, M.D.
GOVERNOR OF HAWAII d~~ ' /
pas DIRECTOR OF HEALTH
.
STATE OF HAWAII
DEPARTMENT OF HEALTH
P.O. BOX 3378 In reply, please refer to:
HONOLULU, HAWAII 96807 EMD / WD
_ WSA2r263 PN CL
October 11, 2007 r-,
Mr. Theodore Baldau, VP -
RT Engineers, Inc.
P.O. Box 390628
Kailua-Kona, Hawaii 96739 ~
Dear Mr. Baldau:
Subject: Variance Application No. WW 263 Docket No. 07-VWW-21
Aaron Ikeda - Owner of Coin Operated Laundry at
79-7432 Mamalahoa Highway and 79-7436 Mamalahoa Highway
Kainalu, Hawaii 96750
TMK: (3) 7-9-007: 065 & 066
The Department has reviewed your application for a variance from Hawaii Administrative Rule,
Chapter 11-62 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 West Hawaii Today one 11) time only. Please contact the following
agencies for assistance in the publishing of the public notice (names and emails may have
changed -this is oniy basic information on file):
Honolulu Star Bulletin, 500 Ala Moana Blvd., Seven Waterfront Plaza Sfe 500,
Honolulu, Hawaii 96813 Contact Elizabeth at phone (808) 529-4827,
fax (808) 529-4829, email elizabeth@starbulletin.com
West Hawaii Today, P.O. Box 789, Kailua-Kona, Hawaii 96745,
phone (808)329-9311 fax (808)329-3659 email llogan@westhawaiitoday.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 Mr. Harold Yee, Branch Chief,
Wastewater Branch at 919 Ala Moana Blvd. Room 309, Honolulu, Hawaii 96814-4920 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 maybe required as a result of
this public notice. If so, you will be required to publish a notice of public hearing.
Comm. No.~
Ref. To:
Ref. Date
Mr. Theodore Baldau
October 11, 2207
Page 2
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.
Sincerely,
i_%
THOMAS E. ARIZUMI, P.E.
Chief, Environmental Management Division
Enclosures: Receipt No. 13885
Public Notice
c: Clean W ater Branch
Environmental Planning Office
Safe Drinking Water Branch
Wastewater Branch -Kona Staff Engineer
Department of Water Supply -County of Hawaii
D~'strict Health Office -Hilo
VHawaii County Council
Applicant -Aaron Ikeda
WASTEWATER SYSTEMS
PUBLIC NOTICE OF
VARIANCE APPLICATION NO. WW 263
DOCKET NO. 07 - VWW - 21
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.
Mr. Aaron Ikeda of Kealakekua, Hawaii, has applied for a five (5) year variance from Hawaii
Administrative Rules (HAR), Section 11-62-03 Definitions which states "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 system.", Section 11-62-31.1(a)(2)(A) which states that
"Developments involving buildings other than dwellings. The wastewater flow generated shall
not exceed 1000 gallons per day per 10,000 square feet of usable land area which shall not
include the area under the buildings.", Section 11-62-31.1(a)(2)(B) which states "Developments
involving buildings other than dwellings. The total wastewater flow shall not exceed 15,000
gallons per day.", Section 11-62-31.1(a)(2)(C) which states "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 the effective date of this rule. For lots less than 10,000 square feet
which were created and recorded before the effective date of this rule, only one individual
wastewater system shall be allowed." and Section 11-62-32 which states "No individual
wastewater system shall be located at
any point having less than the minimum distances
indicated in Table II attached to this chapter in Appendix F, entitled Tables, dated April 15, 1999
and located at the end of this chapter unless otherwise approved by the director."
Mr. Theodore Baldau, VP of RT Engineers, Inc, Kailua-Kona, Hawaii is the individual
authorized to act for the applicant. The applicant has stated the requested variance is for the
following sections of Chapter 11-62:
• Section 11-62-03 Definitions -The facility is a commercial development located
on two adjacent parcels of land, TMK: (3) 7-9-007: 065 & 066 located on the
makai side of Mamalahoa Highway in Kainaliu. Both parcels are owned by the
applicant. A restaurant, Sandy's Drive Inn, with an attached video arcade and
retail stores are located on Parcel 65 and a coin operated laundry, KC
Washerette, is located on Parcel 66. Three (3) individual wastewater systems
(IWSs) are proposed to serve the facility. Wastewater from the restrooms will be
directed into another system with a projected flow of 500 gallons per day and
kitchen wastewater from the restaurant and gray water from the laundry will be
combined into a third system with a projected flow of approximately 15,500
gallons per day. The combined projected flow for the facility is 17, 200 gallons
per day. The daily wastewater flow into the restaurant and retail space restroom
system and the wastewater flow from the laundry gray water and kitchen
wastewater both exceed the 1000 gallons per day per system allowed by this
section. The combination of the kitchen wastewater from the restaurant located
on Parcel 65 and the gray water from the laundry located on Parcel 66 constitutes
a combination of wastewater treatment and disposal components which is also
not allowed by this section.
• Section 11-62-31.1(a)(2(A) -Parcel 65 has a total land area of 16,818 square feet
and Parcel 66 has a total land area of 7,505 square feet giving a combined total
of 24,323 square feet. Total combined area under building footprint (both
parcels) is approximately 6,300 square feet yield 18,023 square feet of usable
land. The combined projected flow for the facility of 17,200 gallons per day
exceeds the 1000 gallons per 10,000 square feet of usable land allowed by this
section.
• Section 11-62-31.1(a)(2)(B) -The daily wastewater flow from the laundry and
kitchen wastewater, 15,500 gallons per day, exceeds the 15,000 gallons per day
allowed by this section.
• Section 11-62-31.1(a)(2)(C) -The coin operated laundry is located on parcel 66
which is 7,505 square feet in area. Two systems are proposed for this structure
which is not allowed by this section.
• Section 11-62-32 -The building pad and parking areas of Parcels 65 and 66 were
created by import fill material at the time of Mamalahoa Higfiway construction.
These areas are elevated from the surrounding natural grade by approximately 5
feet immediately makai of the highway right of way and by approximately 20 feet
at the top of slope on the makai side of the parcels. This fill material is unsuitable
for the installation of many IWS system components. It is intended to install the
majority of the system components a short setback distance from the toe of the fill
slope on the adjacent 2.6 acre parcel, Parcel 30, located to the west (makai) and
south of Parcels 65 and 66. Parcel 30 is also owned by the applicant. A utility
easement in favor of Parcel 65 and 66 will be created to encompass the IWS
components to be installed on Parcel 30 and this easement will be recorded on
the property deed with the Bureau of Conveyances. The system components
installed on Parcel 30 will not conform to the minimum setback distances
contained within Table 2, Appendix F as referenced by this section.
The coin operated laundry is located at 79-7432 Mamalahoa Highway and 79-7436
Mamalahoa Highway, Kainalu, Hawaii 96750, TMK: (3) 7-9-007: 065 & 066.
The applicant has made the following comments.
1. The usable area of the combined lots is 18,023 square feet. This is insufficient to
meet the minimum land area requirements for IWS utilization which is one IWS
per 10,000 square feet of usable lot area.
2. 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 combined flow into the system
would be 17,200 gallons per day.
3. Two individual wastewater systems (IWSs) will treat and dispose of over 1000
gallons per day of wastewater. System components will be shared. System
components will not meet minimum setback requirements.
4. 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.
5. 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.
r
6. The facility has been in operation for 40 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.
7. 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.
8. Prevent loss of jobs. The LCC serving my facility has been in operation for 40
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.
9. The existing LCC will be upgraded to an IWS.(septic system), The IWS will
provide a better treatment system prior to effluent disposal. The IW S 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.
10. 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.
11. 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
aerobic wastewater treatment plants.
12. The existing location of the facility is severely restrictive. There is simply no
space to construct a wastewater treatment plant.
13. The variance is requested for the maximum of five (5) years.
A plot map has 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 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.
Chiyome Leinaala Fukino, M.D.
Director of Health
' State of Hawaii Wastewater Bran
Department of Health Application No. WW
Enviconmentaf Management Division Docket No. - VWW -
APPLICATION FOR VARIANCE - Primariiv Concerning Large Capacity Ces°so~ollols
Wastewater Systems
In accordance with Chapter 342 D Hawaii Revised Statues
as of December 9, 2004
Submit two (2) (one original & one copy) and filing fee of 5300.00 payable to State of Hawaii to:
Hawaii State Department of Health
Wastewater Branch
919 Ala Moana Blvd. Room 309
Honolulu, Hawaii 96814-4920
Ph (808) 586294 Faz (808) 586-4300
Attachments are al{owed, but preferred in 8 r/z' x 11"format (for copying purposes).
I. GENERAL INFORMATION (please print or type):
A. Name: ~d.ro~ yIC2aG~
(Corporation, company, agency, firm, etc. seeking variance)
Mailing address: o . ~ijOK \oS
~.E iLF~ ~ , s ab'1SO
(City) (Island) (Zip code)
Nature of Business: Check applicable category. EPA makes the final determination of a Large
Capacity Cesspool (LCC).
[X] Non-Residential LCC
Retail Business
( ] Visitor Center
[ ] Church
[ ] School
Golf course clubhouse / restroom
('x] Restaurant /food establishment
[X] Others, please specify: C.o~.a g¢~ZR"CE~ l..~vwiD0.M`
[ ] Residential LCC
[ ] Multiple dwelling
[ ] Community system
[ ] Regional system
[ ] Others, please spec'rfy:
Provide location of existing cesspool(s):
Tax Map Key No. L3 00 ~bs ~L O to b
Application for LCC Vadance.doc vww as of December 9, 2004 Page ~ of 6
1=Oahu 2=Maui 3=Big Island 4=Kauai
~9- ~'~3Z MA~+AL't~A c~{tb~]wrFY ~ ~'1~.ct~ `5
'4-743` Mkrw~L~4t}ofy [-F\br1wA-y ~~IARGpI-.~olo~
(number) (street)
lCa,...,o,lrty ?-~ta..ra.:'\ Qb-i50
(City) (Island) (Zipcode)
8. Individual authorized to act for applicant:
VICE ~Qe'S.i)Ewr"C
Name: 1c~E~obo~.C ~R1.17~+..~ Title: RT ENb+NEE~25 Sf.fL.
Address: ~••O • ~~X ~9~ l0-2. S
(City) (Island) (Zip code)
PhoneNo.:~~Y~~ 329^ X225 FaxNo.: CSotb~ 32q- 71 ~}q.
Email Address: 6110.Y1v~ ~ c,ov~c~. ne-~
C. Identify the specific section(s) of Chaptar 11-62 which the variance is requested. Check
applicable sections:
[ 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 domesfic
wastewater. Individual wastewater sysfems 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 a!I of ifs plumbing, treatment (if any), and disposal components
separate from any other wastewatersystem."
[ ] Section 11-62-31.1 (a) (1) (A) "For residential developments. There shall be 10,000
square feet of land area for each individual wastewater system.'
[ ] Section 11-62-31.1(a)91)(C) "For residential developments. Area of the lot shall not be
less than 10,000 square feet except for lots created and recorded before the effective
date of this rule. For lots less than 10,000 square feet which were created and recorded
before the effective date of this rule, only one individual wastewater system shall be
allowed."
[X] Section 11-62-31.1(a)(2)(A) "Developments involving buildings other than dwellings.
The wastewater flow generated shall not exceed 1000 gallons per day per 10, 000
square feet of usable land area which shall not include the area under the buildings."
Section 11-62-31.1(a)g2)(B) "Developments involving buildings other than dwellings.
The total wastewater flow 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 the effective date of this rote. For lots less than 10,000 square feet
Applintlon far LCC Variance.doc vww as of December 9, 2004 page 2 of 6
which were created and recorded before the effective date of this rule, only one
individual wastewater system shall be allowed."
fXl. ljEC-~.oa bt - 3 Z tJ~ +r~oli.~.daa\ ~.ups~e.-,oie~/ C1~s~
SYw.\\ lu loG filed ~c.~ c.r..1 i)o n'c haivi o~l.¢sc 3Lw..~'~Lux mini m„
J.~S~+wu-S Thai cti~•c.J. \cb~..1~ a,.~~.cd. 1v'til-:s cl,~.,~~.,r' i.\
a,~QQ~J~x F, en.'t.'C`•d.Tabbs,r~~aJ. Apr;\ 1441 a.~d~occ~l~ed a~
'11.c tad e$ -`i..~ S G w~tv .,,..tR 1f o1~w~st ctQpro.+.k b.t~ rcclo4,,,
~I. SPECIFIC INFORMATION:
A. Describe in detail tfie existing and conditions of the facility in relation to the requested variance.
(Example: Requested Variance is for HAR Section 11-62-31.1 (a)(2)(C): The tote! 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
9Pd•)
B. Describe how these present or proposed conditions fail to conform with the environmental rules
of the State. Check applicable category and fill-in-the missing information as appropriate.
VSA~04- VpMd1Nt~
[)Q The~rea of ther[oKis lL~r 013 square feet. This is insufficient to meet the
m+rnmum land area requirements for IWS utilization which is one IWS per 10,000 square
feet of^ot area.
[)C] 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 ~9 , 7.0o gallons per
[}Q If not in the choices, please specify. _Two Tws w:\\ '{-vest a drsRos<.-
n-Ss o.~v \oo0 44\. `~~e_ik' dt... oSt was~-e..w~v°. ~i~ts~-.....
COw~.pL.~~ w~ V~ S1'~0.t2 S`1 S ~ Go... QJ..rr'~S w
h0'~ v~n~.t.~ w.: ~..~•ww. 5+•~bsc,+L d"e r~~fCr•-K'fS.
C. Describe in detail why the present or proposed equipment andlor operating conditions cannot
Application for LCC Vadance.doc vww as of December 9, 2004 Page 3 of 6
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.
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.
[~J 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.
[X] The facility has been in operation for ~ 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.
[ ] If not in the choices, please specify.
D. Check applicable reasons listed below and/or supply supporting information (Attachments D-1,
D-2 8 D-3) to clearly show that:
(t) 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
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.
Prevent toss of jobs. The LCC serving my facility has been in operation for
~O _ 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.
[1
(2) The granting of the variance will not substantially endanger human health or safety.
[X] 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.
Application Tor LCC Vadanca.doc vww as of December 9, 2004 Page 4 of 6
The proposed treatment individual wastewater systems wilt 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.
[ ] If not in the choices, please specify.
(3) Compliance with the rules or standards from which the variance is sought would
produce serious hardship without equal or greater benefits to the public.
[ ] The residents of the are essentially
economically depressed.
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 aerobic wastewater treatment plants.
The existing Location of the facility is severely restrictive. There is simply
no 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 ('rf additiona!
space is required, please include the information on a separate attachment and label
"Attachment E-1 Check applicable amount of time requested.
5 years [ ] 4 years [ ] 3 years
[ ] 2 years [ ] 1 year
F. Submit any additional information which will support this application for a variance (i.e.,
statements, plans, area maps, histories, etc., and label "Attachment F-1").
III. CERTIFICATION:
I, T~~~z~ ~3rn.~ tJtc.e des. ~'c Ew~`yaEEZi.s.~ird..
(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/land belief.
Signature: !~~(/Z,ti{~..~ /jf~.--
Date: 9 ~fa7
DO NOT WRITE BELOW -FOR AGENCY USE ONLY
IV. Date Application received: ~ ` ] - "
Application for LCC Variance.tloc vww as of December 9, 2004 Page 5 of 6
V. Application No.: " ' ~ V 1 R
VI. Docket No.: ~ ~ n~ w
VII. Received by: ~ 1 " ~
VIII. Filing fee (5300.00) check date: V `w ((~~11~1 (Check # J
IX. Department of Health Receipt # ~~U V~J
X. Decision on Application (including date):
X{. Date of Public Hearing:
Application for LCC Variance.doc vww as of December 9, 2004 Page 6 of 6
..~..M~.
Attachment A-1
The requested variance is for the following sections of Chapter 11-62
Section 11-62-03 Definitions
The facility is a commercial development located on two adjacent parcels of land, TMK
(3) 7-9-07:65 & 66 located on the makai side of Mamalahoa Highway in Kainaliu. Both
parcels are owned by the applicant. A restaurant, Sandy's Drive Inn, with an attached
video arcade and retail stores are located on Parcel 65 and a coin operated laundry, KC
Washerette, is located on Parcel 66. Three Individual Wastewater Systems (IWS) are
proposed to serve the facility. Wastewater from the restrooms of the restaurant and retail
spaces will be directed into one system with a projected flow of approximately 1200
gallons per day, wastewater from the laundry's restrooms will be directed into another
system with a projected flow of 500 gallons per day and kitchen wastewater from the
restaurant and gray water from the laundry will be combined into a third system with a
projected flow of approximately 15,500 gallons per day. The combined projected flow
for the facility is 17,200 gallons per day. The daily wastewater flow into the restaurant
and retail space restroom system and the wastewater flow from the laundry gray water
and kitchen wastewater both exceed the 1000 gallons per day per system allowed by this
section. The combination of the kitchen wastewater from the restaurant located on Parcel
65 and the gray water from the laundry located on Parce166 constitutes a combination of
wastewater treatment and disposal components which is also not allowed by this section.
Section 11-62-31.1 (a)(2)(A):
Parcel 65 has a total land area of 16,818 square feet and Parce166 has a total land area of
7,505 square feet giving a combined total of 24,323 square feet. Total combined area
under building footprint(both parcels) is approximately 6,300 square feet yield 18,023
square feet of usable land. The combined projected flow for the facility of 17,200 gallons
per day exceeds the 1000 gallons per 10,000 square feet of usable land allowed by this
section.
Section 11-62-31.1 (a)(2)(B)
The daily wastewater flow from the laundry and kitchen wastewater, 15,500 gallons per
day, exceeds the 15,000 gallons per day allowed by this section.
Section 11-62-31.1 (a)(2)(C)
The coin operated laundry is located on Parcel 66 which is 7,505 square feet in area.
Two systems are proposed for this structure which is not allowed by this section.
Section 11-62-32
The building pad and parking areas of Parcels 65 and 66 were created by import fill
material at the time of Mamalahoa Highway construction. These areas are elevated from
the surrounding natural grade by approximately 5 feet immediately makai of the highway
right of way and by approximately 20 feet at the top of slope on the makai side of the
parcels. This fill material is unsuitable for the installation of many IWS system
components. It is intended to install the majority of the system components a short
Attachment A-1
Page 2
setback distance from the tce of the fill slope on the adjacent 2.6 acre parcel, Parcel 30,
located to the west (makai) and south of Parcels 65 and 66. Parcel 30 is also owned by
the applicant. A utility easement in favor of Parcels 65 and 66 will be created to
encompass the IWS components to be installed on Parcel 30 and this easement will be
recorded on the property deed with the Bureau of Conveyances. The system components
installed on Parcel 30 will not conform to the minimum setback distances contained
within Table 2, Appendix F as referenced by this section.
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Transmittal Date: Sus ense Date: "
Wastewater Branch Variance A lication Docket No. -VWW- ~Z APP # WW
Name/Title: - _C~l.~f.~Y? ~ c~~( Lit(,tirtir. Vl,
Sub'ect: Cover Letter, Public Notice and Variance A ation
ROUTE TO:
A licant: ~6'f'1' - C f~
Director of Health -Chi ome Leinaala Fukino
De u Director for Environmental Health Administration -Laurence Lau
Chief, EMD -Thomas E. Arizumi
Attorne General's Office, AG Mark Bennet, De u Mark McConnel, De u Bill Coo er
Clean Water Branch - Alec Won
Environmental Plannin Office -Kelvin Sunada
Safe Drinkin Water Branch - Stuart Yamada
Sanitation Branch -Commercial Pro erties Onl
Wastewater Branch Staff Personnel
l~'Kona -Dane Hiromasa (TMKs 5, 6, 7, 8, 9)
[ ]Hilo -Jerry Nunogawa (TMKs 1, 2, 3, 4)
[ ]Kauai - Lori Vetter
[ ]Maui -Roland Tejano
Oahu - Johnn On
Water Departments
[ ]Board of Water Supply -Clifford Lum
[ ounty of Hawaii Dept of Water Supply -Milton Pavao
[ County of Maui Dept of Water Supply -George Y. Tengan
Kauai Count De artment of Water -Edward Tschu
[ ]District Health Office -Maui -Herbert Matsubayashi, Chief Sanitarian
] District Health Office -Kauai -Clyde Takekuma, Chief Sanitarian
istrict Health Office -Hilo -Aaron Ueno, Chief Sanitarian ~
Ci &Coun f Honol u, De artment of Plannin & Permittin
Coun of Council
Oahu Nei hbor ood Board #
ACTION REQUESTED:
Regarding the Cover Letter, Public Notice & 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 se arate sheet of comments to this.
Return this to: Mr. Harold Yee, Chief, Wastewater Branch
919 Ala Moana Blvd. Room 309
Honolulu, Hawaii 96814-4920
phone (808) 586-4294 fax (808) 586-4300
Received by W W B / / p:\c temp\wwb - 2007 variance route slip - CL PN App.doc 05/10/2007