HomeMy WebLinkAboutCOM 0539.000 2008-2010
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LINDA LINGLE CHIYOME LEINAALA FUKINO, M.D.
GOVERNOR OF HAWAII •f~ t +DIRECTOR OF HEALTH
STATE OF HAWAII
DEPARTMENT OF HEALTH
P.O. BOX 3378 In reply, please refer to:
HONOLULU, HAWAII 96801 EMD / WB
WW 311 Draft Dec CL
Kaimalino Housing Project
September 1, 2009 2=
r-,:j r-rf
Mr. Ronald Layaoen, Project Engineer
Okahara & Associates, Inc.
200 Kohola Street - "r
Hilo, Hawaii 96720-4323
- ;v
Dear Mr. Layaoen:
Subject: Variance Application No. WW 311 Docket No. 09-VWW-14
Application for Variance - Primarily Concerning Large Capacity Cesspools
On Behalf of Hawaii Public Housing Authority (HPHA), Upgrade of six (6) Existing
Cesspools to Seepage Pits for the Effluent Generated from the Proposed five (5)
New Septic Tank Treatment Units located on the Property Servicing 12 buildings
at 74-5060 Kealakaa Street, Kailua-Kona, Hawaii 96740
TMK (3) 7-4-017: 029 239,624 sf
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 September 25, 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,
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, HPHA
Clean Water Branch - Please return ONLY route slip
Safe Drinking Water Branch
Wastewater Branch - Kona Staff Engineer
Department of Water Supply - County of Hawaii
District Health Office - Hilo
awaii County Council Comm. "v!o.
Ref. To.
Ref. Gate SEP 22 2009
STATE OF HAWAII
DEPARTMENT OF HEALTH
In the Matter of the Application ) Docket No. 09-VWW-14
Variance Application No. WW 311 )
for Individual Wastewater System )
Hawaii Public Housing Authority ) DRAFT - SIGNATURE NOT REQUIRED
Upgrade of Six (6) Existing Cesspools to Seepage )
Pits for the Effluent Generated from the Proposed )
Five (5) New Septic Tank Treatment Units Located )
on the Property Serving 12 Buildings at )
74-5060 Kealakaa Street, Kailua-Kona, )
Hawaii 96740 MK (3) 7-4-017: 029 239,624 sf )
DECISION AND ORDER
Pursuant to Chapter 342D, 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,
Sections 11-62-03 and 11-62-31.1(a)(1)(D) is hereby GRANTED for five (5) years with the following
provisions:
1. The facility's six (6) injection-well cesspools have been registered under the Underground
Injection Control (UIC) Permit No. UH-1706. The permit expired on September 15, 1995 and
needs to be renewed. If the variance is granted, the permit will also require a modification to
reflect the proposed treatment upgrade. We recommend that the facility's consultant contact
Norris Uehara of the UIC program at (808) 586-4258 to discuss UIC regulatory requirements.
2. Plans for each 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 septic tank shall be fitted with an effluent filter(s).
4. For the estimated flow of 2,800 gallons per day, the septic tank shall be designed for a
minimum volume of 3,500 gallons. For the 3,675 gallons per day flow, the septic tank volume
shall be a minimum of 4,600 gallons. For the 4,200 gallons per day flow, the septic tank
volume shall be a minimum of 5,250 gallons.
5. The project shall connect to the County sewer service system should it become available to
the area.
6. There is no automatic renewal. Should the applicant wish to renew his variance application,
the applicant must submit an Application for Variance for renewal, 180 days prior to expiration
date. Please contact the Wastewater Branch's Planning & Design Section at (808) 586-4294
for technical information regarding treatment individual wastewater systems.
DATED: Honolulu, Hawaii,
Draft - Signature NOT required.
Thomas E. Arizumi, P.E, CHIEF
Environmental Management Division
Y
STATE OF HAWAII
DEPARTMENT OF HEALTH
In the Matter of the Application ) Docket No. 09-VWW-14
Variance Application No. WW 311 )
for Individual Wastewater System )
Hawaii Public Housing Authority ) DRAFT - SIGNATURE NOT REQUIRED
Upgrade of Six (6) Existing Cesspools to Seepage )
Pits for the Effluent Generated from the Proposed )
Five (5) New Septic Tank Treatment Units Located )
on the Property Serving 12 Buildings at )
74-5060 Kealakaa Street, Kailua-Kona, )
Hawaii 96740 TMK (3) 7-4-017: 029 239,624 sf )
FINDINGS OF FACT AND CONCLUSIONS OF LAW
An application from Mr. Marcel Audant, Hawaii Public Housing Authority, 1002 North School Street,
Honolulu, Hawaii 96817 for a five (5) year variance from Hawaii Administrative Rules, Chapter 62 of Title 11, 11-62-
03 and 11 -62-31 (a)(1)(D) was reviewed by the Department of Health staff. A public notice of the application was
printed in the July 20, 2009 issue of the Honolulu Star Bulletin and the July 22, 2009 issue of the West Hawaii Today
publications. Four (4) comments pertaining to the application were received during the 30 days following the
publication of the public notice.
Findings of Fact
The individual authorized to act for the applicant, Mr. Ronald Layaoen, Okahara & Associates, Inc., 200
Kohola Street, Hilo, Hawaii 96720-4323 has applied for a five-year variance from the 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 (IWSs) 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 11-62-31(a)(1)(D): "General requirements for individual wastewater systems. Individual wastewater
systems may be used as a temporary on-site means of wastewater 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."
The requested variance is for HAR 11-62-31(a)(1)(D): The Kaimalino Housing Complex consists of ten (10)
1-bedroom dwelling units, fourteen (14) 2-bedroom dwelling units, fourteen (14) 3-bedroom dwelling units, two (2) 4-
bedroom dwelling units and a single maintenance / office building. The dwelling units are contained within 11
separate building within the project site. There are six (6) existing cesspools located on the property that currently
serve the 12 buildings. Each of the six (6) existing cesspools will be upgraded for use as injection wells for the
effluent generated from the proposed five (5) new septic tank treatment units to be installed under this project. The
estimated wastewater flow for each of the five (5) proposed individual wastewater systems (septic tank treatment
units) are as follows: Septic Tank K1 = 2,800 gpd, Septic Tank K2 = 4,200 gpd, Septic Tank K3= 2,800 gpd, Septic
tank K4 = 4,200, Septic tank K5 =3,600 gpd. The variance is requested for the proposed five (5) septic tanks whose
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 1
estimated wastewater flows will each exceed 1000 gallons per day. The buildings are located at 74-5060 Kealakaa
Street, Kailua-Kona, Hawaii 96740, TMK (3) 7-4-017: 029, 239,624 sf.
The applicant has made the following comments.
1. The estimated wastewater flows into each of the five (5) septic tanks will each exceed
1000 gpd. These IWSs would not comply with HAR 11-62-03.
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 38 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. 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.
7. 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.
8. 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.
9. The existing location of the facility is severely restrictive. There is simply no space to
construct a wastewater treatment plant.
10. The variance is requested for the maximum of five (5) years.
11. Attachment "A-1 Requested variance is for HAR 11-62-31.1(a)(1)(D): The Kaimalino
Housing Complex consists of ten (10) 1-bedroom dwelling units, fourteen (14) 2-bedroom
dwelling units, fourteen (14) 3-bedroom dwelling units, two (2) 4-bedroom dwelling units
and a single maintenance/office building. The dwelling units are contained within 11
separate buildings with the project site. There are six (6) existing cesspools located on
the property that currently serves the 12 buildings. Each of the six existing cesspools will
be upgraded for use as seepage pits for the effluent generated from the proposed five (5)
new septic tank treatment units to be installed under this project.
The estimated wastewater flow for each of the five (5) proposed Individual Wastewater
Systems (Septic Tank treatment units) are as follows:
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-WVW-14
Findings of Fact and Conclusions of Law Page 2
Septic Tank "K1 2,800 gpd
Septic Tank "K2": 4,200 gpd
Septic Tank "KY: 2,800 gpd
Septic Tank "K4": 4,200 gpd
Septic Tank "K5": 3,600 gpd
The variance is requested for the proposed five (5) Septic Tanks whose estimated
wastewater flows will each exceed 1000 gallons per day.
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: 74-5060 Kealakaa Street, Kailua-Kona, Hawaii. Owner: State of
Hawaii Island: Hawaii Island. TMK: (3) 7-4-017: 029 Lot Size: 239,624 sf.
Action related to disposal is: reuse cesspool as injection well.
The disposal structure: Cesspool, Existing: How many: six (6);. see Attachment 2 -
reprinted here:
Cesspool / Grade Diameter Depth Depth to Standing Water from
Injection Elevation (ft) (ft) Surface if present
Well No. ft ft
1 744.0 6.0 16.0 No Standing Water Present
2 749.0 6.0 16.0 No Standing Water Present
3 751.0 6.0 16.0 No Standing Water Present
4 752.0 6.0 16.0 12.0
5 741.0 6.0 16.0 No Standing Water Present
6 740.0 6.0 16.0 No Standing Water Present
Wastewater type: domestic, residential.
Facility's wastewater flow in gallons per day: existing design 17,600 gpd, future design
N/A gpd. Actual (measured or metered) Average: Data Not Available. Maximum: Data
Not Available. Person providing the information: Ronald Layaoen is representing the
owner.
12. Attachment "E-1": With Reference to Figure 1, the County of Hawaii has a sewer line
running within Onipaa Street, on the south-western border of the property, which is
accessible from the Kaimalino Property. The sewer line has been in place for a number
of years, but has remained unused and is not in service since there is no connection of
that sewer line to the wastewater treatment plant in the area. County of Hawaii has
stated that there are no immediate plans (less than 5 years) for connection of the Onipaa
Street sewer line to the wastewater treatment plant.
The scope of this proposed project includes the installation of sewer lines within the
property in order to provide the necessary sewer infrastructure to readily connect to the
existing Onipaa Street sewer line in the future at such time that the County of Hawaii
activates and places into service the Onipaa Street sewer line..
Thus, the proposed five (5) individual wastewater systems (IWSs) will be in service for
longer than the maximum 5 years under which the requested variance would in effect for.
Attachment "F-1": DESIGN CRITERIA, Figure 1 - Overall Site Plan
Kaimalino Multi-Family Housing, Septic System "K-1" June 2009
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 3
1) TOTAL PROJECTED FLOW
Buildinq 11
2-Bedroom Dwelling Unit, 7 Dwelling units: No. of Bedrooms = 14 Bdrms
14 Bdrms. @ 200 gal/bdrm = 2,800 gpd
TOTAL (Design Flow): 2,800 gpd
2) SEPTIC SYSTEM
a) SEPTIC TANK
Minimum Liquid Volume: = 1,000 + (Q-800) (1.25)
= 1,000 + (2,800 - 800)(1.25)
= 3,500 gpd
It is proposed to use one (1) 5,000 gallons, two compartment septic tank.
(A tank with a greater capacity is proposed to accommodate the
additional scum and sludge accumulation from the 7 dwelling units)
Tank Selected:
Manufacturer: Xerxes (8 ft. Diameter) or a Septic Tank
Approved and listed by IAPMO with capacity equal to or greater
than 5,000 gallons.
b) EFFLUENT DISPOSAL
The proposed method of effluent disposal shall be a Seepage Pit. The
existing cesspool currently serving the seven dwelling units will be used
as the seepage pit for effluent disposal.
Kaimalino Multi-Family Housing, Septic System "K-2" June 2009
1) TOTAL PROJECTED FLOW
Building 10
3-Bedroom Dwelling Unit, 7 Dwelling units: No. of Bedrooms = 21 Bdrms
21 Bdrms. @ 200 gal/bdrm = 4,200 gpd
TOTAL (Design Flow): 4,200 gpd
2) SEPTIC SYSTEM
b) SEPTIC TANK
Minimum Liquid Volume: = 1,000 + (Q-800) (1.25)
= 1,000 + (4,200 - 800)(1.25)
= 5,250 gpd
It is proposed to use one (1) 8,000 gallons, two compartment septic tank.
(A tank with a greater capacity is proposed to accommodate the
additional scum and sludge accumulation from the 7 dwelling units)
Tank Selected:
Manufacturer: Xerxes (8 ft. Diameter) or a Septic Tank
Approved and listed by IAPMO with capacity equal to or greater
than 8,000 gallons.
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 4
b) EFFLUENT DISPOSAL
The proposed method of effluent disposal shall be a Seepage Pit. The
existing cesspool currently serving the seven dwelling units will be used
as the seepage pit for effluent disposal.
Kaimalino Multi-Family Housing; Septic System "K-3" June 2009
1) TOTAL PROJECTED FLOW
Building 9
2-Bedroom Dwelling Unit, 7 Dwelling units: No. of Bedrooms = 14 Bdrms
14 Bdrms. @ 200 gal/bdrm = 2,800 gpd
TOTAL (Design Flow): 2,800 gpd
2) SEPTIC SYSTEM
c) SEPTIC TANK
Minimum Liquid Volume: = 1,000 + (Q-800) (1.25)
= 1,000 + (2,800 - 800)(1.25)
= 3,500 gpd
It is proposed to use one (1) 5,000 gallons, two compartment septic tank.
(A tank with a greater capacity is proposed to accommodate the
additional scum and sludge accumulation from the 7 dwelling units)
Tank Selected:
Manufacturer: Xerxes (8 ft. Diameter) or a Septic Tank
Approved and listed by IAPMO with capacity equal to or greater
than 5,000 gallons.
b) EFFLUENT DISPOSAL
The proposed method of effluent disposal shall be a Seepage Pit. The
existing cesspool currently serving the seven dwelling units will be used
as the seepage pit for effluent disposal.
Kaimalino Multi-Family Housing, Septic System "K-4" June 2009
1) TOTAL PROJECTED FLOW
Building 8
3-Bedroom Dwelling Unit, 7 Dwelling units: No. of Bedrooms = 21 Bdrms
21 Bdrms. @ 200 gal/bdrm = 4,200 gpd
TOTAL (Design Flow): 4,200 gpd
2) SEPTIC SYSTEM
d) SEPTIC TANK
Minimum Liquid Volume: = 1,000 + (Q-800) (1.25)
= 1,000 + (4,200 - 800)(1.25)
= 5,250 gpd
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 5
It is proposed to use one (1) 8,000 gallon, two compartment septic tank.
(A tank with a greater capacity is proposed to accommodate the
additional scum and sludge accumulation from the 7 dwelling units)
Tank Selected:
Manufacturer: Xerxes (8 ft. Diameter) or a Septic Tank
Approved and listed by IAPMO with capacity equal to or greater
than 8,000 gallons.
b) EFFLUENT DISPOSAL
The proposed method of effluent disposal shall be a Seepage Pit. The
existing cesspool currently serving the seven dwelling units will be used
as the seepage pit for effluent disposal.
Kaimalino Multi-Family Housing, Septic System "K-5" June 2009
1) TOTAL PROJECTED FLOW
Building 12
Estimated Maximum Staff & Public Occupancy: 5 persons
Staff / Public 5 persons @ 15 gpd/person = 75 gpd
Buildings 1 and 2
4-Bedroom Dwelling Unit, 2 Dwelling units: No. of Bedrooms = 8 bdrms.
8 Bdrms @ 200 gal/bdrm =1,600 gpd
Buildings 3, 4, 5, 6 and 7
1-Bedroom Dwelling Unit, 10 Dwelling units: No. of Bedrooms = 10 bdrms.
10 Bdrms. @ 200 gal/bdrm = 2,000 pgd
TOTAL (Design Flow): 3,675 gpd
2) SEPTIC SYSTEM
e) SEPTIC TANK
Minimum Liquid Volume: = 1,000 + (Q-800) (1.25)
= 1,000 + (3,675 - 800)(1.25)
= 4,594 gpd
It is proposed to use one (1) 8,000 gallons, two compartment septic tank.
(A tank with a greater capacity is proposed to accommodate the
additional scum and sludge accumulation from the 12 dwelling units)
Tank Selected:
Manufacturer: Xerxes (8 ft. Diameter) or a Septic Tank
Approved and listed by IAPMO with capacity equal to or greater
than 8,000 gallons.
b) EFFLUENT DISPOSAL
The proposed method of effluent disposal shall be a Seepage Pit. The
existing cesspool currently serving the seven dwelling units will be used
as the seepage pit for effluent disposal.
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 6
t
An Overall Site Plan (Figure 1) was included but can not be shown here.
The following agencies submitted the following comments:
1. The Clean Water Branch submitted the following comment:
Will defer to 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 the granting of the variance as
proposed; and
B. The facility's six (6) injection-well cesspools have been registered under UIC
Permit No. UH-1706. The permit expired on September 15, 1995 and needs to
be renewed. If the variance is granted, the permit will also require a modification
to reflect the proposed treatment upgrade. We recommend that the facility's
consultant contact Norris Uehara of the UIC program at (808)586-4258 to
discuss UIC regulatory requirements.
3. The District Health Office, at Hilo has no objection to the granting of this variance
application.
4. 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, is
located in the Non-Critical Wastewater Disposal Area (CWDA) as determined by
the Hawaii County Wastewater Advisory Committee.
B. However, as this variance application regards large capacity cesspools, and as
mandated by the EPA to be phased out, each IWS shall be designed by a
licensed engineer and constructed by a licensed contractor.
C. Plans for each 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.
D. Each septic tank shall be fitted with an effluent filter(s).
E. For the estimated flow of 2,800 gallons per day, the septic tank shall be designed
for a minimum volume of 3,500 gallons. For the 3,675 gallons per day flow, the
septic tank volume shall be a minimum of 4,600 gallons. For the 4,200 gallons
per day flow, the septic tank volume shall be a minimum of 5,250 gallons.
F. The project shall connect to the County sewer service system should it become
available to the area.
G. Therefore, upon the agreement of the conditions stated, we recommend the
rantin 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
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 7
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. The facility's six (6) injection-well cesspools have been registered under UIC Permit No.
UH-1706. The permit expired on September 15, 1995 and needs to be renewed. If the
variance is granted, the permit will also require a modification to reflect the proposed
treatment upgrade. We recommend that the facility's consultant contact Norris Uehara of
the UIC program at (808)586-4258 to discuss UIC regulatory requirements.
2. Plans for each 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 septic tank shall be fitted with an effluent filter(s).
4. For the estimated flow of 2,800 gallons per day, the septic tank shall be designed for a
minimum volume of 3,500 gallons. For the 3,675 gallons per day flow, the septic tank
volume shall be a minimum of 4,600 gallons. For the 4,200 gallons per day flow, the
septic tank volume shall be a minimum of 5,250 gallons.
5. The project shall connect to the County sewer service system should it become available
to the area.
6. There is no automatic renewal. Should applicant wish to renew his variance application,
applicant must submit an Application for Variance for renewal. Please contact the
Wastewater Branch's Planning & Design Section at (808) 586-4294 for technical
information regarding treatment individual wastewater systems.
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.
Kaimalino Housing Project - Variance Application WW 311, Docket No. 09-VWW-14
Findings of Fact and Conclusions of Law Page 8
oaf
Transmittal Date: OIL- ILMI Suspense Date: _V L1,
Wastewater Branch,Variance Application Docket No. 0 - VWW - APP # WW
Name/Title: G(,l [ d R0 UK I (
Subject: Draft Decision Letter with Decision 84 ]Order and Findings of Fact & Conclusions of Law
ROUTE TO:
Applicant:
Agent: MY. MIA d ka
Director of Health - Chiyome Lein gala Fukino
Deputy Director for Environmental Health Administration - Laurence Lau
Chief, EMD - Thomas E. Arizumi
Attorney General's Office - Deputy Attorney Edward "Ted" Bohlen
Clean Water Branch - Alec Wong - RETURN ONLY IF YOU HAVE COMMENTS.
Environmental Planning Office -
Safe Drinking Water Branch - Stuart Yamada
Sanitation Branch - Commercial Properties Only
Wastewater Branch Staff Personnel
( ] Hilo - Jerry Nunogawa (TMKs 1, 2, 3, 4)
[ Kona - Dane Hiromasa (TMKs 5, 6, 7, 8, 9)
[ ] Kauai - Lori Vetter
[ ] Maui - Roland Tejano
[ ] Oahu - Johnny Ong
Water Departments
( ] Board of Water Supply - Wayne Hashiro
IX County of Hawaii Dept of Water Supply - Milton Pavao
[ ] County of Maui Dept of Water Supply - Jeffrey Eng
( ] Kauai County Departe t of Wa er - Edward Tschu p
[ ] Maui DHO - , District Environmental Health Program Chief
[ ] Kauai DHO - Gerald Takamura, District Environmental Health Program Chief
[ ] Hilo DHO - Newton Inouye, Actin District Environmental Health Program Chief
City & County of Honolulu, Department of Planning & Permittin
County of V~/A 1 Council ] Honolulu City & County Council '
Oahu Neighborhood Board #
ACTION REQUESTED:
If you have comments or corrections to the DRAFT Decision & Order, please submit them in writing`on a
separate sheet. Otherwise, please file or discard at your discretion. Otherwise, keep for your records or
discard. The SIGNED FINAL Decision & Order will be forthcoming.
If there are comments, send to: Department of Health - Wastewater Branch
919 Ala Moana Blvd. Room 309
Honolulu, Hawaii 96814-4920
phone (808) 586-4294 fax (808) 586-4300.
Rec'd by WWB / / my documents\c temp\wwb - 2009 variance route slip - Draft Dec.doc 04/13/2009