ISLAND VISTA BK 4 LT 11 - ZCP 6/15/2026Kodiak Island Borough
Community Development Department
710 Mill Bay Road Room 202
d Kodiak, Alaska 99615
Phone (907) 486-9363 Fax (907) 486-9396
bcurrie@kodiakak.us
Zoning Compliance Permit Permit No. '> au�6 o c�
The following information is to be
Property
by the Applicant
Mailing Address: Fo —,to;, O YC /& /? ! ;
Phone Number: __D (V 3 7 (�_'3 ? �
Other Contact Email, etc..: 4!,f • Arl A_.06,( P J "� ( _ C� —
Legal Description: Subdv: Block: Lot:
Street Address: / $ ;Z- dt,L��t yc8 r.
Use & Size of Existing Structures: ,}
W--
Description of Proposed Action: /'2'1 &klk 4 P-L C, ,6 /'�>Oy PCX-- e
Applicant Certification: I hereby certify that I will comply with the provisions of the Kodiak Island Borough Code
and that I have the authority to certify this as the property owner, or as a representative of the property owner. 1
agree to have identifiable corner markers in place for verification ofbuilding setback (yard)
requiremen
Title: Print Name: 'V.. LOA' /a �r
Date: _����� Signature:
Site Plan to inc ude lot boundaries and existing easements and buildings, proposed location of new construction
access points, and vehicular parking area, As -Built required with all improvements changes.
This permit is only for the proposed project as described by the applicant. If there are any
changes to the proposed project, including its intended use, prior to or during its siting,
construction, operation, contact this office immediately to determine if further review and
approval of the revised project is necessary.
THIS FORM DOES NOT AUTHORIZE CONSTRUCTION WHEN A BUILDING
PERMIT IS REQUIRED.
t Staff Compliance Review
V Does the Project involve EPA t; N Proof of EPA notification provided (if required)?
Defined Facility? 'Commerical Buildings, 'Required for all demos, renovations disturbing at least UO sq
Installations, institutions, and residences feet, 260 lineafeet, or 35 cubic ft of Regulated Asbestos Containing
With more than four (4) dwelling unites' Material (RACM) and for renovation that remove load supporting structure'
Expiration: Any Zoning Compliance Permit issued is subject to the same expiration, suspension, and revocation
provisions as a building permit issued far the same construction permit,
Current Zoning: U J —
Lot Area: , R 3 Cz c
Front Yard: al�_
Parking Plan: o \c.
Staff Notes:
Lot Width: IRO,
Side Yard: 1 S t
Parking Spaces:
Prop. ID: (�j O
Building Height: ?5 l
Rear Yard: a& 'l
As -Built: ]v A
oo-/
AD C Der - C [ 1-4-1! Y l-, w der
Staff Certification
Date: A /4q Un a r CDD Staff Signature:
Payment Verification
Waived:
Less than 1.75 Acres:
1.76 to 5.00 Acres:
5.01 to 40.00 Acres:
40.01 Acres or more:
A
After the Fact 2X the published amount
$0.00
❑
$0.00
❑
$30.00
❑
$60.00
$60.00
❑
$120.00
❑
$90.00
❑
$180.00
❑
$120.00 ❑
$240.00
❑
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THE S'iXfE
ALASKA
GOVERNOR MIKE I)UNLEAV Y
January 20, 2026
Mitch Hull
mitchhuU@hotmail.com
RE: Island Lot 11 Block 4
Advantex FAP 2.0 ATU and 129 sf 5-Wide
Final Approval to Operate
Mitch Hull:
Department of Environmental
Conservation
Division of Water
Engineering Support and Plan Review
dec.alaska.gov
septic.alaska.gov
Plan Tracking No: PA-29197
On 8/29/2024, the Department received a submittal requesting Approval to Operate for the above -referenced
project that was submitted on your behalf by Steve Pannone, with Pannone Engineering. This project received
construction approval on August 30, 2022. The submittal did not include the engineer's signature on the
Certification of Construction form; this was received on December 3, 2025. The submitted information was
reviewed in accordance with Wastewater Disposal Regulations 18 AAC 72 and final approval to operate is
granted.
Project Description
The approved wastewater system consists of an Advantex FAP 2.0 advanced treatment unit which discharges to a
15 foot long by 3 feet deep 5-wide type soil absorption system with a total absorption area of 129 sf.
Final Approval to Operate
Treatment systems require regular maintenance and monitoring to ensure they are working properly. Conditions of
this approval require:
1. The system is inspected and maintained by a qualified maintenance provider according to the manufacturer's
recommendations.
2. Specific parts and components are replaced in accordance with the manufacturers recommended schedule.
3. Sludge is removed by an experienced septic system pumper from the ATU at least every two years or upon
the maintenance provider's recommendation.
4. Service and maintenance records for the previous two years are kept on file at the property and provided to
ADEC upon request.
The Department strongly recommends that a continuous maintenance agreement by a qualified maintenance
provider be in place for the life of the system. The maintenance provider is encouraged to report to ADEC if a
service contract is not renewed or if the Owner of the system refuses maintenance or replacement of components.
The Department further recommends that wastewater effluent samples be analyzed by a certified lab for
biochemical oxygen demand (BOD) and total suspended solids (TSS) on an annual basis.
Mitch Hull
Island Lot 11 Block 4
Disclaimers
1/20/2026
Approval of submitted plans is not approval of omissions or oversights by this office or noncompliance with any
applicable regulation. Modifications to the system that affect discharge location, capacity, flow, operation,
compliance or materials of major system components requires ADEC approval prior to implementation. The
Department's operational approval does not guarantee correctness or the functionality of the design or waive the
owners responsibility for continued compliance with state regulations.
This approval is contingent upon your receipt of any other state, federal, or local authorizations which are required
for your project. You are required to obtain all other necessary authorizations before proceeding with your project
This approval does not imply the gtanting of additional authorizations not obligate any state, federal, or local
regulatory body to grant required authorizations.
Informal Reviews and Adjudicatory Hearings
A person authorized under a provision of 18 AAC 15 may request an informal review of a contested decision by
the Division Director in accordance with 18 AAC 15.185 and/or an adjudicatory heating in accotdance with 1.8
AAC 15.195 -18 AAC 15.340. See DEC's "Appeal a DEC Decision" web page
bttps://der-alaska.gov/coinmisb/review-guidance/ for access to die required forms and guidance on the appeal
process. Please provide a courtesy copy of the adjudicatory heating request in an electronic format to the parties
required to be served under 18 AAC 15.200. Requests must be submitted no later than the deadline specified in 18
AAC 15.
If you have questions please contact me at (907) 451-2177 or by e-mail at tonya.bear@alaska.gov.
Sincerely,
j "/
Tonya Bear, P.E.
Engineer 2
cc: Steve Pannone, Pannone Engineering, via EDMS
SIDE VIEW
FOAM WSULATION
OWMFOR CLARITY
FAP WI FH DISCHARGE PUMP RASH
4x L11ING POINT —
WATERTIGHT
BAFF EWRlOW
THROUGH PORTJ
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LINE
CONNECRONSYSI6M —
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AX20ADVANIEXFLIR —
ol2 MCHARGEASSY —
M HDA530125F CA 32
OunETTOORAINHDDOR—
DISCHARGEPUMPBASIN
ROW-THROUGHPow —
OR9TCOSW Nos —
MGH HPAD PUMP —
PF3W5H
BIOTUBE'PUMP VAULT —
.MODD. PVM52-10
FOAM MFLATION
OMRIED FOR QARRY
TOP VIEW
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ACCESS RER
10 CON, 01417
FAP WDH DISCHARGE PUMP BASIN SW DISINFECTION
Anchorage Tank 2723 Rampart Drive, Anchorage, AK 99901 p 907-272-&W f 907-277-3715 Ad.nTex FAP
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Residential AdvanTex
Treatment Systems
FAP2,0
The Next Generation of the
Fully Assembled Package
for Speedy Installations
The AdvanTe)O Fully Assembled Package (FAP) consists
of an AX20 textile filter pod mounted on a 1500 gallon
DCPD composite meander tank with access riser and lid
attached. In the tank, an Orenco high -head effluent pumping package is installed in an updated
Biotube® pump vault, and all the plumbing and wiring are already connected. The VeriComm®
control panel is included. A discharge pump basin and UV Disinfection Unit, if required, may be
ordered separately.
Save Time, Reduce Errors
Installing the FAP instead of installing components separately saves hours on the site. It also helps
to ensure a high -quality installation and reduces costly call-backs. The package is installed in a
single excavation and connected to the house sewer and the dispersal system. The unit is light
enough to install with a backhoe. Size and Weight: H = 107 in. D = 105 in. Weight = 1,260 lb
Anchorage Tank 2723 Rampart Drive, Anchorage, AK 99501 p 907-272-3543 f 907-2773715 Aw .T.: =
w anchO2gehnk.com ae 2 W1
Page t of 2
LegdDescnpnoa:a\ana qlS§ ' UwtJtslCrOostallaNamc J�OA14L &6-{i't/4t0 Date Installed:
1fl<�Y—t 1 \ lce� 6. 1 - z�z�
Part V. Soft Absorption System Cross Section View Diagram and Testhole Log
Iustenetlons for Di :use Vace below or attach additional sheds as necessengineer; may attach sepuate sealed record
I. In a CROSS SECTION VIEW of the sod absorption system system identify and label the following: ❑ Soil Absorption Medium
❑ Fnal Grade ❑ Original Grade (major grade changes) ❑Filter Fabric ❑ Monitor Tubes ❑ Soil Cover and Insulation
Draia&ekl Pipe ❑Depth of Sewer Rock and Sand Linea, if applicable, in the Sod Absorption System ❑ Vertical Separation
Distance Between Soil Abs lion System and Groundwater/Impermeable Soils
2- In the CROSS SECTION VIEW, the system drawing should beveniwIly to scale and coacspond to the depth indicated by the
testhole to . Indicate soils undwater, and ermeable soils encountered in tesdtole.
Groundwater/Seeps: Q%s [2kqo At (feet below original grade):
Impemreable Soils (Clay/Bedmck/P- - ): ats a to At (beet below ougtnal grade):
Testhole Log Soil Absorption Svstem Cross Section
Testhole Inspected By:
LIYlL
+5 ft
+4 ft
- -___. ---- mvntlm
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+3ft
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+1 ft
Oripial Grade
Ott
1ft
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A5�
2ft
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- ---------'
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aft
4 ft
5ft
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7ft
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lift
12 ft
14ft
15 ft
1G ft
17ft
18ft
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' -----------`----
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19ft
20 ft
ft
22 ft
.----- __--- _.-----
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Documentation of Construction Form all previous versions obsolete, Effective Apal 1, 2020
Legal Descuptiorca Ul.�.y S,I[gt1ltS lc� Installer Name: IaIIAIC 'EYtLU'�-i Date Installed:
\off t 6
Part V. Soil Absorption System Cross Section View Diagram and Testhole Log
to -2.1—zov— tZ_
(o•1-za
Lutcucdons for Di use space below or attach additional sheen as necessaM eaginects my attach sepstate sealed word drawings)
I. Ina CROSS SECTION VIEW of the soil absorption system system identify and label the foUowing. ❑ Soil Absorption Medium
r Final Grade ❑ Original Grade (maior grade changes) ❑Filter Fabric G Monitor Tubes O SoilCoves and Insulation
3 Drainfield Pipe ❑Depth of Sewer Rock and Sand Liner if applicable, in the Sod Absorption Sysunt ❑ Verticsl Separation
Distance Between Sol Absorption System and Groundwater/Impermeable Soils
2. In the CROSS SECTION VIEW, the system drawing should be vewcslly to scale and correspond to the depth wdimted by the
testhole log Indicate soil(s) undwatrr, and 'unpermeable soils encountered in testhole_
Groundwater/Seeps: OSCes [&Vo At (fiat below original grade):
Impetmeahk Soils (Clay/Bedmck/Peamafrost): am glo At (feet below original grade):
Testhole Log
Soil Absorption Svstem Crnss Srntinn
Testhole Inspected By:
+5 k
+n,` tiSunYlMtb
I)Ai1Q�' "Stf1 - _ _- - - .—._
--------- ------ -_.----.._.._..----'
+4 ft
+aft
Date:
+2ft
Original Grade
Oft
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5ft
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13ft
14 ft
15ft
16ft
17 ft
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i8 ft
19ft
20 ft
22 ft
-----------— -------------
Documentation of Construction Form
all previous versions obsolete, Effective Apra 1, 2020
Legal Description:-1 cr Name:
- Q �t�L � � I?ate Installed,
P 1 III. Plan View Diatxam � ✓� �-7
Insttucdons for Diagram: (nse space below or attach additional pages as necessary, engineers may attach separate sealed record havings)
1. Ina PLAN VIEW, idm* and Udall of the fbU.,mg. L On Lot Drinking Water Source ❑ Watedine(s) ❑ Surface Water
❑Septic Tank ❑Soil Absorption System ❑Fuel Tanks) (dmtifp above of below ground and size) ❑ PropertyLine(s) ❑ Testhole
0 rllt Sewer Lines and Perforated Pipe LIAR Ckanouts and Monitor Tubes ❑AILStructures ❑ Slopes >25% and >10 feet in height
0 Closest Well on Adjacent Property (identify classification) ❑ Closest Septic Tank and Soil Absorption System on Adjacent Properties
2 In the PLAN VIEW, label the horizontal separation distances, to the nearest half foot; between well(s), water lines, and surface water
high water boundary to ail potential sources of contamination listed above in accordance with Section 40.06 Typical Site Plan in the
Onsite Wastewater System Installation TLwuaL Label separation distance between soil absorption system and slopes exceeding 25%.
Label the size of each septic system component using appropriate units. Identify fittings used at beads and iunctinm-
2.p _.
Documentation of Consteuction Form all previous versions obsolete, Effective Apnl 1, 2020
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GUINII U C ONIFLlAINC;L PERMIT
Permit #
$25.11U
Kodiak Island Borough, Community Development Department, 710 Mill Bay Road (Rm. 205), Kodiak, AK 99615
PH:(907)486-9362 Fax(907)486-9396 http://www.kib.co.kodiak.ak.us
1. Property Owner/ licant:
Mailing Address:
2. Legal Description:
Street Address: / �
Description of Existing P
Minimum Required Lot Area:_
Actual Lot Area:
Minimum Required
Rear: 2 4b '
Use and size of exis
Number & size of
Fol
Phone:
Tax
ty/Current Zoning:_
6 Width: /010,
s4 , ,� : Width: i n R i
Maximum
structures on the lot:
Side: I
Height: 245 �'
required per parking/site plan dated: a p p—Ldwe—A'O �-- / %.
Off-street loading requirements:
Plat/subdivision related requirements (e.g. plat notes, easements, subdivision conditions, drainage plan review,
— etc.) &T/C 4?24/tkAe&?TQ kd^ _ -- -
Other Requirements (e.g. zero lot line, additional setbacks, projections into yards, screening, etc)
Coastal Manq�ment Program Applicable Policies (check appropriate category)
Residential ✓✓ Business Industrial Other
Is the proposed action consistent with the KIB Coastal Management Program: Yes / No
Attachment: Yes No
Description of proposed action (attach site plan): / ,— /q
tku ZoningwgyKydifl ermil Fee
yy��y�2UgPayflble' : S41{i�pis nice
41i Ue83c;, W- ((f04
ea.ud
'ar FIaid in Full ttri
Kodiak lslaiid i<oroug
Kodiak k 99t•ib
CA41 ldb-'j6c4
NACD\Templates\ComDev\Zoning Compliance Permit.doc
Solid Waste Fee
(Per KIB Resolution 2003-20)
Kodiak Island Borough, Engineering & Facilities Department, 710 Mill Bay Road (Rm. 223), Kodiak, AK 99615
PH:(907)486-9348 Fax(907)486-9394 http://www.kib.co.kodiak.ak.us
THIS FORM DOES NOT AUTHORIZE CONSTRUCTION WHEN A BUILDING PERMIT
OR ZONING COMPLIANCE PERMIT IS REOUIRED
1. Property Ownert
Mailing Address: ? n)b o X //-) 4"�' e Phone: Y94 - Y-6V
2. Legal Description: // 'z>16 c% `/ .rs/ o/ 5/7-jt
Street Address: /� /� �/�Irn a �— ✓� Tax Code: R
3. Description of proposed action (attach site plan): 4 r-"2--
4. Applicant Certification: I hereby certify that 1 will comply with the provisions of the Kodiak Island
Borough Code and that I have the authority to comfy this as the property owner, or as a
Supporting documents attached (check one): Site Plan,
Other
8. Solid Waste Disposal Fee: (check one)
(See attached form for details)
N:\CD\Templates\ComDev\F-Solid Waste Fee.doc
Title: 0 C"_) �-- -�-
As -Built Survey:
250 square feet or less: $250.00 Deposit
________,500 square feet or less: $_500 00 Deposit
>500 square feet: $/ 1.000.00 Deposit
Solid Waste Disposal Fee
flkt6'1' 7 _
0/0/2UU4
UINU"725b I:anst Ul;rp
P N 1 0
1,6b8.0b
*e* Paid in hail ***
r;Oalal; island tormig
KOdlak IK '7101
(5bl) 4@�,— `iJ[-0
Transaction Receipt - Success
Kodiak Island Borough
Kodiak Island Borough Community Development
MID:200006988265
710 Mill Bay Road
Kodiak, AK 99615
907-486-9323
06/09/2026 02:36PM
Remittance ID:
Kodiak06O926183524675 Wal
Transaction ID:
352664749
MITCH HULL
526 First Avenue S
SEATTLE, Washington 98104
United States
Visa - 4530
Approval Code: 02394I
Sale
Amount: $60.00
Mitch Hull
206-437-6397
BZ2026-049
1876 Marmot Dr.
Service Fee: $2.00
Service Fee Type: Dual Transaction
Total Amount: $62.00
Cardmember acknowledges
receipt of goods and/or
services in the amount of
the total shown hereon and
agrees to perform the
obligations set forth by the
cardmember's agreement with
the issuer.
Signature
click here to continue.