HomeMy WebLinkAboutCOM 0863.000 2008-2010 < •.,y9'
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LINDA LINGLE , , � 1 CHIYOME LEINAALA FUKINO, M.D.
GOVERNOR OF HAWAII I V X 11 - - I f 1 z DIRECTOR OF HEALTH
STATE OF HAWAII
DEPARTMENT OF HEALTH
P.O. BOX 3378 In reply, please refer to:
HONOLULU, HAWAII 96801 EMD / WB
WW 328 PN CL
kona country # club
c 307
June 29, 2010 -'
c_
' h c= .,
r
Mr. Bruce Witcher, P.E.
Witcher Engineering LLP
P.O. Box 348
Holualoa, Hawaii 96725
Dear Mr. Witcher:
Subject: Variance Application No. WW 328 Docket No. 10- VWW -06 ID# 307
Application for Variance - Primarily Concerning Large Capacity Cesspools
Non - Residential LCC — Kona Country Club golf course, clubhouse,
restroom and restaurant/food establishment
78 -7000 Alii Drive, Kailua -Kona, Hawaii 96740 TMK (3) 7 -8 -010: 036
The Department has reviewed your application for a variance from chapter 11 -62, Hawaii
Administrative Rules (HAR), for the subject property. In accordance with Hawaii Revised
Statutes (HRS) section 342D -7 and section 11- 62 -41, HAR, 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 (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 e-copy of the Public Notice is requested by the
newspaper agency, please email /ori.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
West Hawaii Today, P.O. Box 789, Kailua -Kona, Hawaii 96745,
phone (808)329 -9311 fax (808)329 -3659 emailllogan @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 Wastewater Branch at 919 Ala Moana
Blvd. Room 309, Honolulu, Hawaii 96814 -4920 within fifteen (15) days after the publication
Coma No. g (03
Ref. To:
Ref. Date JUL() 6 _
Mr. Bruce Witcher
June 29, 2010
Page 2
date. You may make a copy for your records. Please be advised that, pursuant to HRS section
342D -7, 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.
Sincerely,
STUART YAMADA, P.E., ACTING CHIEF
Environmental Management Division
Enclosures: Receipt No. 19154
Public Notice
c: Applicant — Mr. Mike Yukon, Kona Country Club, Inc.
Clean Water Branch — Please retum just the route slip
Safe Drinking Water Branch
Wastewater Branch — Kona & Oahu Staff Engineer
Department of Water Supply - County of Hawaii
IH istrict Health Office - Hilo
awaii County Council
WASTEWATER SYSTEMS
PUBLIC NOTICE OF
VARIANCE APPLICATION NO. WW 328
DOCKET NO. 10 - VWW - 06
Pursuant to Hawaii Revised Statutes (HRS) section 342D -7(i), the State Department of
Health (DOH) seeks written comments from interested persons regarding the following. Mr. Mike
Yukon of Kona Country Club, Inc., 78 -7000 Alii Drive, Kailua -Kona, Hawaii 96740 has applied for a
variance for the maximum of five (5) years as stated in the variance application from section
11- 62 -03, Hawaii Administrative Rules (HAR), 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 systems." and
section 11- 62- 31.1(a)(2)(D), HAR, which states, "Developments involving buildings other than
dwellings. The total wastewater flow into each individual wastewater system shall not exceed one
thousand gallons per day."
Mr. Bruce Witcher, P.E., Witcher Engineering, LLP, P.O. Box 348, Holualoa, Hawaii 96725
is the individual authorized to act for the applicant. The applicant is requesting the use of a large
capacity septic system (upgrade from a large capacity cesspool) to service the existing facility of
administrative offices, a restaurant, pro shop, cart rental and a locker room. The estimated
wastewater flow is 5,265 gpd to be directed into a single individual wastewater system at
78 -7000 Alii Drive, Kailua -Kona, Hawaii 96740, TMK (3) 7 -8 -010: 036, 45.2 acres (1,968,912
square feet).
The applicant has made the following comments.
1. The large capacity septic system proposed to serve the facility would not comply
with section 11- 62 -03, HAR, because the IWS would receive more than 1,000
gallons per day of wastewater. The estimated flow into the system would be
5,265 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 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.
5. Prevent loss of jobs. The LCC serving my facility has been in operation for 42
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.
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 chapter 11 -62, HAR, such as small
aerobic wastewater treatment plants.
9. The variance is requested for the maximum of five (5) years.
10. 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: 78 -7000 Alii Drive, Kailua -Kona, Hawaii 96740 Owner: Kona
Country Club, Inc. Island: Hawaii. TMK: (3) 7 -8 -010: 036. Lot Size: 1,968,912
sf. (45.2 acres). Action related to disposal is: reuse cesspool as seepage pit.
Cesspool - Existing: How many: 1, grd. Elev (g) ft 110, Diameter (d) ft 8, Depth (h)
ft 11.3, Depth to Standing Water from Surface if present: 6.6. Wastewater type:
domestic. Facility's wastewater flow in gallons per day: existing design 5,265
gpd, future design 5,265 gpd.
Additional information including but not limited to figures, design criteria, plot map 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, (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
State of Hawaii Wastewater Branch
Department of Health Application No. VWV 325
Environmental Management Division Docket No. 10 - VwW - Old
APPLICATION FOR VARIANCE - Primarily Concerning Large Capacity Cesspools (t 30
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 96814 -4920
Ph (808) 586 -4294 Fax (808) 586 -4300
Attachments are allowed. For copying purposes, 8 1/2' x 11" format is preferred.
I. GENERAL INFORMATION (please print or type):
A. Name: ONA t 1 %IAA ' CQ.j LL■-•8 , L.
(Corporation, company, agency, firm, etc. seeking variance)
Contact person: M■ ‘GE \ -4=• �}
Mailing address:
- 70 o o e. JE
(City) (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
[Xi Restaurant / food establishment
[ ] Other, please specify:
[ ] Residential LCC
[ ] Multiple dwelling
[ ] Community system
[ ] Regional system
[ ] Other, please specify:
P:1wwblApplication for LCC Variance April 2008.doc as of April 8, 2008. Page 1 of 6
Provide location of existing cesspool(s):
Tax Map Key No. ( 3) 7 - g - 010 : n 3 Cc
1 =Oahu 2 =Maui 3 =Big Island 4 =Kauai
-1 $ -1 ooa At DtZ �.JE.
(Number) (Street)
ha, m.v +4 K•eiry A W Ary Phi ‘N, •7 ek-p
(City) (Island) (Zip Code)
B. Individual authorized to act for applicant:
Name: - 3sZVG'E V11%TGt\'V.. �•
Title: �.p2Tw1 'rG'iZ-
Company: VJ ∎TG E. U`. 15
Address: � • 0 - GEC. 3 4 2,
A w oL..dov\._01k% 'KW 1 ■ a 61 ZS
(City) (Island) (Zip Code)
Phone No.: (') 33 4" 3 -Fax No.: Cone) 3 2-4 —O 3 Z 1
Email Address: b.e. w h•.■•vaL■ ■ • , k-
C. Identify the specific section(s) of Chapter 11 -62 for which the variance is requested..
Check applicable sections:
Section 11 -62-03 Definitions state "Individual 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."
[ ] Section 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:1wwblApplication for LCC Variance April 2008.doc 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."
XI 4EL'1\9+4 ►1 VL - 31. 1(th Dy►.Ev6LegtheN't Iwgo..vt.A
‘D,,AtAActs Wow+1na" A.acA∎MIS : t bke To-mu w 14STEwATEGt
%...3To EA. cry T140;v CD. OA. W hST Ew4T02- 5let44% a q■..
*JQt Cv.c..EE> 0 %.1 E N t. bif,L.A-orvS *
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.)
?fie sTEU VemokN c.E qv>s.. AAR. SE .i i4 < I (o 2 03 be ri•4itio..7g
q- co 2-514 (4)(2)(fl) . i e" Fkr-4. irs1 %-1kg
Aat• oFF.cFS A VES1"A.M0%.41* • ?210 St44:+Q
GA4 Q.e...J'tiocL it h LA; c -keQ . ES*1%M ZE 1�
w*a,sTCwWZe9. 'S S, 2 S q ?d 'rc 3E �S2Ec�Cy1
‘w1'Co \.£ It. spiv va- \.. W $kSTE j' i Ems-
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.
[)<] 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' S gallons per day.
P:\wwb1Application for LCC Variance April 2008.doc as of April 8, 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.
V] 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
significantly add to the construction and ongoing maintenance costs.
[ ] 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.
[ ] 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).
0(] 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.
W Prevent loss of jobs. The LCC serving my facility has been in
operation for 4t-. 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._ - - -_-
flo4 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.
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 are economically
depressed.
N. 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.
[)4 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.) Label "Attachment F -1. "
S ee - Nwtc a t.4 ,4� F- \ (?\)
1
5€E W tts -ve . �. L��t��op F \ (3)
P:1wwbWpplication for LCC Variance April 2008.doc as of April 8, 2008. Page 5 of 6
III. CERTIFICATION:
l , x.. E W cTL+\cq. , �oZ'C'►J'�c t'Z ,
(Print Name) (Print Title)
certify that I have knowledge of the acts herein set forth and that the same are true and correct to
the best of my knowledge and belie
Signature: 4111M ` � Date: (o l `7 110
DO NOT WRITE BELOW - FOR AGENCY USE ONLY
IV. Date Application received: 0(0 . 22- 20I 0
V. Application No.: WW 32t
VI. Docket No.: 10 ` V V) W - O (a /1 b * 307
VII. Received by: 1/N KM
VIII. Filing f e e ($300.00) check date: (o "(0 •2D C O Check # (€ 1
IX. Department of Health Receipt # X. Decision on Application (including date):
XI. Date of Public Hearing:
P: \wwb\Application for LCC Variance April 2008.doc as of April 8, 2008. Page 8 of 6
•
For Office Use
App.
INFORMATION FOR VARIANCE EVALUATION BY UIC PROGRAM above # WW:
0 (Tbilow UTC line
Underground Injection Control (UIC) Program, Safe Drinking Water Branch
Department 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 all parts accurately and completely. Inaccurate or incomplete answers
may result in processing delays.
Facility address: 78 - 70oo ALi i Ati �E kA�t...e' IGow•". tiz 967 Owner : Ko v* 6O.#P I i. LL
Island: ►"'� !Ew A 1► TMK No.: (3)7-8-0/o :036 Lot size: 1 r 9 to 13t r {/ 2 sq. ft.
( 4'S• t 4etea.)
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 ft. x ft. deep
OR
g existing: ❑ new:
d how many:
grd. elev. (g) ft. t 10
1g cesspool
h ❑ seepage pit, or diameter (d) ft. _
❑ injection well
depth (h) ft. . 3
depth to standing water r b �
from surface if present: 6O
Wastewater type (check all applicable): J domestic ❑ residential ❑ non - residential ❑ runoff ❑ industrial
❑ aquaculture ❑ commercial products processing ❑ food processing ❑ animal- related ❑ swimming pool/tubs
❑ condensate ❑ aesthetics ❑ healthcare- related ❑ floor drains ❑ other:
Facility's wastewater flow in ga1T *3S per day: Average Maximum
Existing design: 5, 240 5 Future design: S, 2 V' Actual (measured or metered):
Person providing this information:
❑ is the owner. is representing the owner.
Printed name: € • Signe.
Title: ` Company: Vsl CG�rQ„ E:.f 14AwCelZ.� (.41 ��
Address: ?-�- 3 l�}O`.�.,t��.v fA PAZ °I (01 Z
Date: (0 [ 7 /io Phone: C'O g) 3,3'(-0 32 Z Fax: (Sc)€) 324- — b 32.1
(0408)
7
ATTACHMENT F -1(B)
Wastewater Calculation for Kona Country Club, Inc.
TMK (3) 7 -8- 010:036
Wastewater flow from administrative offices, restaurant, pro shop, cart rental and day
golfers are included in this calculation.
Allows le daily wa tewat r generation
Total area of parcel: 45.2 acres = 1,968,912 sq. ft.
Combined footprint of structures on Parcel 36 : 12,000 sq. ft (approx.)
Yields (1,968,912 — 12,000) sq. ft. /10,000 sq ft/1000 gal. per day = 195,691 gal per
day(gpd) allowable wastewater generation
Projected Flow
Administrative. Offices
Employee restroom use: 5 full time employees @ 20 gpd = 100 gpd
Visitor restroom use: 10 daily visitors @ 5 gpd = 50 gpd
Total daily wastewater from administrative office use: 150 gpd
Restaurant
Total dining seating = 120
Bar seating: 5
Kitchen waste water: 120 seats x 8 gal. per seat = 960 gpd
Bar wastewater: 5 seats x 15 gal per seat = 75 gpd
Customer restroom use: 250 meals per day x 50% @ 5 gal per use = 750 gpd
Employee restroom use: 8 full time employees @ 20 gpd = 160 gpd
Miscellaneous clean up : 50 gpd
Total daily wastewater from restaurant use: 1,995 gpd
Pro Shop (including cart rental):
Employee restroom use: 6 full time employees @ 20 gpd = 120 gpd
8
Wastewater Calculation for Kona Country Club, Inc.
-- __ - -- - T((3)7-8-010:036
Page 2
Day Golfers
Number of day golfers: 350
Clubhouse Restroom:
Number of restroom uses: 80% use restroom at clubhouse 1 x: 280 uses
40% use restroom at clubhouse 2 x: 140 uses
Gallons per restroom use: 5 gal.
Total daily wastewater from day golfer clubhouse restroom use: 2,100 gal.
(Note that on- course restroom available to day golfers).
Clubhouse Locker Room:
Number of showers available: 3
Gallons per shower use: 25
Number of shower uses per day :30
Total daily wastewater from locker room shower use: 750 gpd
Miscellaneous locker room use (hand washing, etc): 100 gpd.
Miscellaneous clean up: 50 gpd
Total daily wastewater from day golfer use: 3000 gpd
Total daily wastewater generated from all uses: 150 gpd + 1995 gpd +120 gpd + 3,000
gpd = 5,265 gpd
Total daily wastewater generated well within daily allowable limits.
.
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GENERAL NOTES NOTE: 3 r' ^�sa a " rsl
1. SEPTIC TAN( AND LEACH HELD ARE TO BE PLACED NOT LESS 111111 5 FEET FROM ANY P _ r. aL
STRUCTURE OR PROPERTY LINE NOR LESS THHAN 10 FEET FROM ANY TREE WHICH IS IMPS 1. CONTRACTOR TO CONTACT eat Et FOR PRE-CONSIRUCIION O IO E 1 IMPS PRIOR TO CROWD DISTURBANCE LTC - :1 i ) ■
APPROXIMATELY 4 INCHES MINIMUM DMIETER. SEPTIC SYSTEM SHALL ALSO BE LOCATED Z , --
NOT LESS DON 1000 FEET FROM ANY POTABLE WATER SOURCE (MIEII). 2. ENGINES RF�"ERVES RIGHT 10 REJECT MY WORK TIE INS SYSTEM SCALE: 1' • 30' `/
NSIN IA110N PERFORMED PRIOR 10 PRE-CONSTRUCTION IEETIIG •�
2. THE DEPTHS TO THE PIPE NVERTS OF THE SEPTIC TANKS, DISTRIBUTION BOX AND A
ABSORPTION SYSTEM ARE CONTROLLED BY TOPOGRAPHIC FEATURES AND THE INVERTS OF S
ow
THE BUILDING SERER WHICH NAY (PACT THE DEPTHS S DIMWITS.
ON THE D IT S.
AMR PE __ A
3. ENGINEER MUST APPROVE ALL CHANGES PRIOR TO CONSTRUCTION. • a� ___ __ —__ __
MEET ro,
4. PROVIDE 1/4' PER FOOT MINIMUM SHAPE C44 ALL SEWER LINES AND CA.TA. AT M.I. BENDS
� SITE PLAN
� WITCHER ENGINEERING LLP M -3
5. WORK SHALL BE DONE BY A LICENSED CONTRACTOR. p, Sox NO KONA COUNTRY CLUB
REDUCED FOR a au .M tenon TMK (3) 7- 8- 010:036 NE: VOW
COPYING PURPOSES
10.,
Transmittal Date: IC)
Suspense Date: (f W 2 [ 0
Wastewater Branch Variance Application Docket No. (0 -VWW- CO APP No. WW
Name/Title:
3
�Olrl (� C.0�,�4' t� l ID #
_ Subject: Cover Letter, Public Notice and a riance Application LCC
ROUTE TO: •
Applicant: r • Wi . 41'6
Agent: ti ' VVItefiti VViiTtir,V G f f ccof'l'
Director of Health - Chiyome Leinaala Fukino l� 0
Deputy Director for Environmental Health Administration - Laurence Lau
Acting Chief, Environmental Management Division -
_ Attorney General's Office - Deputy Attorney Edward "Ted" Bohlen
Clean Water Branch - Alec Wong - Please return this sheet ONLY. File or discard document.
Environmental Planning Office -
Safe Drinking Water Branch - Stuart Yamada - Please return this sheet with comments.
Sanitation Branch - Commercial Properties Only
Wastewater Branch Staff Personnel
[ ] Hilo - Jerry Nunogawa (TMKs 1, 2, 3, 4)
bej 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
[->4.County of Hawaii Dept of Water Supply - Milton Pavao
[ ] County of Maui Dept of Water Supply - Jeffrey Eng
[ ] Kauai County Department of Water - Edward Tschupp
[ ] Maui DHO - Patti Kitkowski, Acting District Environmental Health Program Chief
[ ] Kauai DHO - Gerald Takamura, District Environmental Health Program Chief
[> DHO - Newton Inouye, Acting District Environmental Health Program Chief
City & County of Honolulu, Department of Planning & Permitting 7 Floor
X [ >4 County of- . -41tVv t I"1 Council / [ ] Honolulu City & County Council •
Oahu Neighborhood 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 may add a separate sheet of comments to this.
Return this 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 documentslc temp\wwb - 2010 variance route slip — CL PN App.doc 01/04/2010