HomeMy WebLinkAboutDRAKE BLK 2 LT 6
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org
Septic System Owner-installer Agreement
The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner
to perform work on an on-site wastewater disposal system to serve that individual's owner-
occupied, single-family or duplex home if the homeowner meets and agrees to the following
requirements:
1. The property owner and excavation equipment operator may perform work on no more
than one owner-installation project in a 12-month period.
2. Owner’s projected active involvement with the installation:
_______________________________________________________________________
_______________________________________________________________________
3. The name of the excavation equipment operator: ________________________________
4. I agree that there will be no monetary compensation for installation services rendered.
5. The name of the inspecting engineer: _________________________________________
6. I agree to discuss the following items with the inspecting engineer:
a. Permit design criteria and specifications.
b. Inspection requirements set forth in AMC 15.65.070.
c. Advance notice given to the On-site Water & Wastewater Section for all required
municipal inspections (AMC 15.65.070A).
7. I agree to have the project-specific On-site Wastewater Disposal System Permit available
at the construction site for the duration of all related work.
8. I agree that if the system is an advanced wastewater treatment system (AWWTS), I will
obtain additional installation instructions and approval from the equipment distributor.
As owner of (legal description) ________________________________________________
I agree that the information above is true and accurate.
Owner’s printed name: _________________________
Owner’s signature: _________________________ Date: ________________
Permit Number:OSP261227
Tax Code Number:01746111000
Work Type:SepticTank Upgrade
Effective Date:
Design Engineer:
Site Legal Address:DRAKE BLK 2 LT 6 G:2834
Owner:NOVCASKI RICHARD & KATHERINE
Site Mailing Address:3201 MERGANSER AVE, Anchorage
Lot Size in Sq Ft:99000
Total Bedrooms:4
This permit is for the construction of:
Disposal Field Septic Tank Holding Tank Privy
Non-Public
Water Well Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Coodinate with On-Site staff regarding preferred method.
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
7/23/2026
7/23/2027
FROSTED GROUND ENGINEERING SSERVICES LLC
Expiration Date:
¨þ ¨¨¨¨
Issued To:
Issued By:
Date:
Date:
7/23/2026
7/23/2026
FROSTED GROUND ENGINEERING SSERVICES LLC
Isatou B Njie
MUNICIPALITY OF ANCHORAGE
On-Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On-Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department \ ` ' . Phone: 907-343-7904
On -Site Water & Wastewater Section �'—
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel 1. D. 017-461-11-000
NOVCASKI RICHARD & KATHERINE REVOCABLE 2021 TRUST NOVCASKI R W & K M / CO-TTES Day phone (907) 301-1357
Property owners)
Mailing address 3201 MERGANSER AVE, Anchorage, AK 99516
Site address 3201 MERGANSER AVE, Anchorage, AK 99516
Legal description DRAKE BLOCK 2 LOT 6
Number of Bedrooms 4
Engineering Firm Frosted Ground Engineering Services
Building Permit Number
Not Applicable ❑■
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
❑ Initial ❑
Septic Tank
0 Upgrade 0
Holding Tank
❑ Renewal ❑
Privy
❑
Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: 2_ � Waiver Fees:
Date of Payment: Date of Payment:
Permit No. Q� (� �'6 `� Waiver No.
May 2025
Frosted Ground Engineering Services, LLC Project No. P20260606
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Drake Block 2 Lot 6 – 3201 Merganser Ave Septic Tank Replacement
To whom it may concern,
The owner of the aforementioned lot has a 4-bedroom home on the property with a septic
system in which the tank is nearing the end of its life. The current system consists of a concrete
~500-1,000-gallon tank, installed in 1969. Additionally, in its current condition, the tank is within
100 ft of the well. The current owner has elected to replace the tank in a location that is outside
the 100 ft well radius and is adequately sized for the home.
Granting a new tank replacement should not cause any eminent health hazard concerns or
adverse effects to the homeowners or neighboring lots. If there are any questions, comments, or
concerns, please do not hesitate to contact via phone: (907) 398 -5272 or email: Eli@fg-
eng.com.
July 22 2026
Sincerely,
Eli D. Ward, PE
Principal Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261227, Isatou Njie, 07/23/26
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PROPERTY LINE
(TYP.)
PROPERTY LINE
10' OFFSET (TYP.)
INFERRED FIELD
MEASUREMENT
EXISTING 500 GALLON CONCRETE
TANK TO BE DECOMMISSIONED IN
PLACE PER UPC
CONCRETE
DRIVEWAY PAD, TO
BE DEMOLISHED
APPROXIMATE DEEP
TRENCH DRAINFIELD
(INFERRED)
(N) 1,250 GALLON TANK
(N) 4" DISTRIBUTION LINE
(N) 4" DISTRIBUTION LINE,
CONNECT TO EXISTING WELL RADIUS, TYP.
PROJECT:
SHEET TITLE:
DESIGNED BY:
C:\USERS\AKEDW\ONEDRIVE - FROSTED GROUND ENGINEERING SERVICES LLC\PROJECTS\2026 PROJECTS\20260606 - MERGANSER AVE MOA SEPTIC TANK REPLACEMENT\02 - DRAWINGS\3201 MERGANSER TANK REPLACEMENT.DWG
DRAWING LOCATION DATE TIME SCALE
SHEET OF
YEAR
PROJ.
NO.
AS NOTED
CHECKED BY:
DRAFTED BY:
CLIENT:
LOT LEGAL DESCRIPTION:
ELI D. WARD
CE 105859REGISTEREDPROFESSIONAL E N GINEER
July 22, 2026
7/22/2026 5:17 PM
02
EDW
EDW
EDW
01
2026
20260606
DRAKE BLOCK 2 LOT 6
RICHARD NOVCASKI
MEGANSER CIRCLE TANK REPLACEMENT
SITE PLAN
ALL STRUCTURES, WELLS, AND SEPTIC SYSTEM FEATURES ON ADJACENT PROPERTIES ARE BASED ON PUBLICLY AVAILABLE INFORMATION OBTAINED FR
MOA RECORDS AND/OR AS-BUILT SURVEYS.
(FEET)
0 25
50 100
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261227, Isatou Njie, 07/23/26
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1,250 GALLON
SEPTIC TANK
(N) DOUBLE
CLEANOUT
(E) FOUNDATION
CLEANOUT
MIN:4'
CONSTRUCTION NOTES:
1. FGES WILL BE GIVEN A MINIMUM OF 72 HOURS NOTICE PRIOR TO ANY CONSTRUCTION EFFORTS.
2. REMOVED EXISTING SEPTIC TANK PER MOA 15.65 STANDARDS. ALL CONSTRUCTION SHALL ADHERE TO MOA 15.65 CODES.
3. NEW MOA APPROVED 1,000 GALLON SEPTIC TANK SHALL CONNECT TO EXISTING PIPE BETWEEN FOUNDATION CLEANOUT AND DRAINFIELD.
4. COVER OVER DRAINFIELD SHALL BE GREATER THAN OR EQUAL TO THREE FEET, WHILE COVER OVER THE SEPTIC TANK WILL BE GREATER THAN OR EQU
FOUR FEET. IF UNDER THE MINIMUM AMOUNT COVER, TWO INCHES OF INSULATION MAY BE SUBSTITUTED FOR UP TO TWO FEET OF COVER (ONE FOOT P
OF INSULATION).
5. ALL PIPE SHALL BE SCHEDULE 40 ABS AND/OR PVC CONFORMING TO ASTM F628 AND ASTM 3034 AS APPLICABLE OR ENGINEER APPROVED EQUAL.
(FEET)
0 5
10 20
NOTES:
1. OLD TANK IS TO DECOMMISIONED IN PLACE, FOLLOWING ALL REGULATORY REQUIREMENTS. THE NEW TANK TO BE INSTALLED OUTSIDE THE WELL RADI
2. TANK IS SIZED FOR A 4-BEDROOM HOME (1,250 GALLONS).
3. TANK IS ASSUMED TO BE AN MOA APPROVED SEPTIC TANK.
4. TANK SHALL CONNECT TO EXISTING PIPING INFRASTRUCTURE. GRADE FILL ABOVE TANK AWAY FROM THE TANK TO DISCOURAGE SURFACE PONDING.
TANK REPLACEMENT PLANVIEW
02
A
TANK REPLACEMENT PLANVIEW
02
B
PROJECT:
SHEET TITLE:
DESIGNED BY:
C:\USERS\AKEDW\ONEDRIVE - FROSTED GROUND ENGINEERING SERVICES LLC\PROJECTS\2026 PROJECTS\20260606 - MERGANSER AVE MOA SEPTIC TANK REPLACEMENT\02 - DRAWINGS\3201 MERGANSER TANK REPLACEMENT.DWG
DRAWING LOCATION DATE TIME SCALE
SHEET OF
YEAR
PROJ.
NO.
AS NOTED
CHECKED BY:
DRAFTED BY:
CLIENT:
LOT LEGAL DESCRIPTION:
ELI D. WARD
CE 105859REGISTEREDPROFESSIONAL E N GINEER
July 22, 2026
7/22/2026 5:17 PM
02
EDW
EDW
EDW
02
2026
20260606
DRAKE BLOCK 2 LOT 6
RICHARD NOVCASKI
MEGANSER CIRCLE TANK REPLACEMENT
CROSS SECTION
(N) DOUBLE CLEANOUT
CONCRETE TANK TO
BE DECOMMISSIONED(N) 1,250 GALLON TANK
LEGEND
FOUND 5/8" REBAR, NO CAP
EDGE OF GRAVEL DRIVEWAY
UTILITY PEDESTAL
OVERHEAD UTILITIES
POWER POLE
LIGHT POLE
FOUND BRASS/ALUM. CAP
( )RECORD DATA PER PLAT #65-106
SEPTIC PIPE
WELL
SEPTIC TANK LID
W
MH
LP
CO
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PP
DECK
CONCRETE
MERGANSER
A
V
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BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
LOT 2C
LOT 3
LOT 4A
LOT 5B
LOT 7B
LOT 6
LOT 5A
LOT 2B
LOT 3A
LOT 3B
LOT 4
(N 90°00'00" E 330.
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(N 90°00'00" W 330.00'
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(N
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(10' UTILITY ESM
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PP
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25.5'
28
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6
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55.7'
54
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14.5'2.
7
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15.7'
28
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100'
WELL
RADIUS
W
113.2'
129.9'
117.2'
157.0'
TIMBERLINE SURVEYING AND MAPPING17035 BARONOFF AVEEAGLE RIVER, AK 99577907-242-5320ryan@timberlinealaska.com
FILE NO.: 26.127SCALE: 1" = 40 FEETDATE: 7/2/2026SHEET: 1 of 1
MOA GRID: SW2834
SCALE: 1" = 40 FEET(11"x17")
40'0'80'
AS-BUILT OF:
ADDRESS: 3201 MERGANSER AVE, ANCHORAGE, AKLOCATED IN: ANCHORAGE RECORDING DISTRICT
LOT 6, BLOCK 2DRAKE SUBDIVISIONPLAT #65-106
ASPLS MORTGAGE LOCATION SURVEY NOTES:
NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY, EASEMENTS SHOWN PER THE
RECORD PLAT. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. THIS
MORTGAGE LOCATION SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH ASPLS
MORTGAGE LOCATION SURVEY STANDARDS. IT IS A REPRESENTATION OF THE
CONDITIONS THAT WERE FOUND AT THE TIME OF THE SURVEY. THIS SURVEY DOES
NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT
A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION CONTAINED IN
THIS DRAWING SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR
OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY
EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED
FOR SERVICES IN PREPARATION OF THIS PRODUCT.
7/2/2026
A
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49
TH
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Ryan G. Johnson
No. 192159
REGISTERED
PROFESSIO N A L
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SURVEYOR
NOTE: MEASURED BEARINGS
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GAAB-HD-J
Gpr'~.TER ANCHORAGE AREA BOROf'~H
HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
NUMBER
OF
!
DISTANCE FROM WELL .MATERIAL ~-,,.,~,,,.~-.c ~',,--
,COMPARTMENTS
LIQUID CAPACITY /~)c)O GALLONS. INSIDE LENGTH ~t LIQUID ~ !
INSIDE WIDTH DEPTH__
SEEPAGE SYSTEM:
SEEPAGE PIT:
NUMBER OF P~TS OUTSIDE D~AMETER 't OR W~DT, LENGTH , DEPTH
UN,NO MATERIA~ Q~.~.'~ DISTANCE FROM WELL BUILDING FOUNDATION__
NEARESI LOI LINE IOIA[ EFFECIIVE ABSORPlION AREA {WALL AREA) SQ. FI.
TILE DRAIN FIELD:
DISTANCE FROM WELL
I TOTAL LENGTH
FOUNDATION ~ NEAREST LOT LINE OF LINES
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
DISTANCE BETWEEN LINES TRENCH WIDTH
SQ. FT. LENGTH OF EACH LII',J~ -,-~, -,' rr'"tr'?
, ~'"PTH (~ FILTER MATERIAL BENEATH TILE'
WELL:
TYPE 1_~1,,~ ; DEPTH
NEAREST
LOT LINE SEWER LINE
IN. TOTAL EFFECTIVE
IN. ABOVE TILE
DISTANCE FROM
BUILDING FOUNDATION
SEPTIC ~ ~-- ~ SEEPAGE
., TANK ~ SYSTEM
WATER
~ SAMPLE
CESSPOOL
NEAREST
OTHER
, SOURCES__
DISTANCES
b-o =
DIAGRAM OF SYSTEM
DATE
APPROVED
HEALTH AUTHORITY
GAAB-HD-2
GREATEIt. ANCHORAGE AREA ..OROUGH)if'CassN0.
HEALTH DEPARTMENT
T
327 Eagle St.Anch. orage, Alaska 99501279.2511
O F /: ~ c ~ ~. ~ 7 ¢~ 0 ? 7.a- ~-~1 ~
SEWAGE DISPOSAL SYSTEM- APPLICATION &
NAME OF APPLICANT~/~,~ ~/~tt/~-N
LEGAL DESCRIPTION_
APPLICATION TO INSTALL: SEPTIC TANK,
TO SERVE THE FOLLOWING FACILITY
_.~'¢
MAILING ADDRESS/~'-; Z.. ~~ PHONE
O AT,O OF, TA AT,
SEEPAGE PIT '~' , DRAIN FIELD
FINANCED THROUGH ~'~f-~'-" TO BE INSTALLED BY
PERCOLATION TEST RESULTS ANTICIPATED DATE OF COMPLETION_
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED ~ ~~;~ / '
.SEPTIC TANK SIZE /~/yTYPE 53[E~0 SEEPAGE AREA TYPE
DIAGRAM OF SYSTEM
DISTANCES:
i with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code.
DATE ~' ~ ~/! APPLICANTS SIGNATURE -,,/ , ~