HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 3 LT 17MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: _____________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion?;;<HV No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
017 022 29
MOUNTAIN PARK ESTATES #2 3 17
WALTER ARRON CHRISOPHER &
NICHOLE JEANETTE
13021 FOSTER ROAD
ANCHORAGE, AK 99516
04 25 2023
215
A.Y. MCDONALD
24100V3LB
1.00
14
MARTINSON
PELLETS
ANCHORAGE WELL & PUMP SERVICE
7640 KING STREET
ANCHORAGE AK 99518
(Rev 05102!18)
Municipality of Anchorage
On -Site Water and Wastewater Section ■ (907) 343.7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201114
PID Number: 01702229
Dwelling: i•❑ Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade
Name
Bartauskey
ABSORPTION FIEND
[I Deep Trench El Wide Trench El Bed F1 Mound
Site Address
13x21 Foster Rd
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
795-8416
4
GPDJ8F
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision
Block Lot
Mtn Pk Est #2
3 17
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
- Ft.
SEPARATION DISTANCES
To Septic I
Absorption
Holding
j Seater
Total absorption area
Number of trenches
Dist. between trenches
From Tank I
Field
Lift Station
Tank
Line
FtZ
Ft.
Well 100,+
801+
Ila
I 2�.{
TANK El Septic ElS.T.E.P. [I Holding K Other
Manufacturer
Advantex
Capacity
1500 cal.
Surface water
100'+
100 r t
Cla
Material
Plastic
Number of compartments
L
Lot Line
10,+
I 101+
na
NA
Foundation
101+
101+
na
LIFT STATION
Manufacturer
Anchorage Tank.
Capacity
500 Gal.
Remarks
Alarm location
Electrical installed by
Side of House
MOA
PIPE MATERIAL House to tank D3034Tankto
drainfield
Installer
A+
Drainfield COIMT D3034
Inspector
BENCH MARK (Assumed elevation) 100 ft
Inspection 1E1 618/20
6/9/20
Location and description
�no
aeGk
3`d
41h
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval:
Date
0-0 OF .41 ht
: y
f * : 49 �i� ;: * ♦t
s s
f� CE shw Enp s
Septic em
+
Approved
— Date -3-2
Note: this approval does not include well permit requirements.
(Rev 05102!18)
AS—BUILT M A U M N
A B
T1 19 42
T2 30 52
T3 33 56
Neighbor -do—
Septic 4% Slope
New
DEI
th i A)(-20 Ga((o
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No
Conflicts
NOR THRIM
ENGINEERING
SteveEng. com
PO Box 770724
Eagle River. Alaska 99577
907.694. 7028
No
Conflicts
s++�E °F.�`. MOUNTAIN PARK EST, 1 40
*,4 #2 BL❑CK 3 LOT 17 RECORD
Ste"
_ s LAYOUT
►, � WASTEWATER DESIGN
UPGRADE SEPTIC Date:
7/18/20 7/18/20 r2'of 3
I
30.00'
I
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GRAVEL
Lot L8'
TREATMENT /
SEPTIC I
MANHOLES
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Z PIPES
19.8'
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52.3' o.s
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DECK 1
WELL
CHAIN-LINK FENCE
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n 20,130 s.f.
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183.00'
WOODEN FENCES I
Lot 16
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19
PLOT PLAN AS BUILT X SCALE _1L = 30' GRID SW 2839 Project No. 20-355/Rt
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, inc. (907) 522-6476 Phone 0000`�pOO
(907) 522-4625 Fax �� p ors
Professional Land Surveyors kenOlongsurvey.com F q
Y jonothanOlongsurvey.com .....•• 9S�0o
I hereby certify that I have surveyed the following described property: 450
LOT 17, BLOCK 3, MOUNTAIN PARK ESTATES SUBDIVISION No. 2 (Plat No. P-561) o * :` 49?H* -7
Anchorage Recording District, Alaska, and that the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the surveyed • • • • • 6
P P P rtY Y 9 j Y V•A'.....Kk1gw fi ...
premises and that there are no roadways, transmission lines or other visible �O ^� '.Q
easements on said property except as Indicated hereon.
th °��' ..LS 202.•'
3
Dated this the _L Day of i, t't'° at Anchorage, Alaska p4 a o 0
N, OFESSIONP'L
It Is the responsibility of the owner to determine the existence of any easements, DOO0000a
covenants, or restrictions which do not appear on the recorded subdivision plot. AECC963
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.MUNICIPALITY OF ANCHORAGE
........ ..
Development Services Department Phone- 907-343-7904
On -Site Water & Wastewater Section. Fax 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D_,017-022-29
Property owner($) BARTAUS11W
Day phone ,7-9.5", 16
Mailing address 13021 FosterRoad
Site address
Legal de6crlpt[06 (SuVd., Block,& Lot)
UO' , UNTAXPARK ESTATES #2 BLK &.j—, 17
............ .
Legal description (Township, Range &
Section)
Lot'size 130 'Sq. Ft
Number of Bedrooms "i -
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
puwl that apply)
Absorption, Field Ej
Initial 171 Single Family (SF)
(wAfvo ADU)
Sepik Tank'
Upgrade F71 Duplex (D) El
Holdlng,Tank
Renewal El Multiple Dwellings El
Privy Ej
(SF ancVor D)
'Or,.lvate Well F1
Water Storage El
THS APPLICATION INCLUDES A WAIVER REQUEST FOR:
-- - -------
Distance:
I certlfy'(hat:.the obove inform. atiorl"ll. - .0rrect. I further certify that this Is I accordance with
0 in
applicable WniclipajOodes,
Permit/Rush Fees:
Date of Payment:
RecelpOurnber,-, 615,341plb
Permit No, OSPV-6111�1
Waiver Fees:
Date of Payment
Receipt Number*
Weiner No.
WDevelopment senkeMBUIdlngSsbtyiOn S1 - to WVer and VvntewateWorm'Cllent Forms%Pormlt Applica OoD.COVID-19
` 9'O' DISCOUNT APPLIED
SteveEng.com
Steve Eng, PE, PH
PO Box 770724, Eagle River AK 99577
907-694-7028
S teveEngPE@gmail.com
Date: 5/12/20 Number of Pages:
To: MOA On-Site Services
Subject: Mountain Park Estates #2 Block 3 Lot 17
Septic System Upgrade
RUSH REQUEST- Biocycle broken- Effluent can be seen running below surface
The subj ect property has been served by a septic system for a number of years. The Biocycle tank
is to be decommissioned and a new Advantex/Lift Station system installed. The entire subdivision
is on private wells and septic systems. The terrain slopes toward west, but is flat at the site of the
replacement.
Please review the wastewater system design for the existing home. I have included design plans &
specs, design guidelines, & soil tests. If there is need for additional information or clarification
please give me a call.
Thanks-Steve
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201114, Rebecca Carroll, 05/13/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201114, Rebecca Carroll, 05/13/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201114, Rebecca Carroll, 05/13/20
Mountain Park Estates #2 B3 L17
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is an existing 4-bedroom, home, in a developed
subdivision. This is a rehabilitation of the existing system. An Orenco S ystem AdvanTex,
with 1500 gallon processing tank and 1-AX20 filter pod with Lift Station to be used. The
existing bed to be utilized. No conflicts to neighbor properties by the replacement.
Decommission old Biocycle.
Specification Requirements: All components and work must comply with the MOA
Specifications (AMC) & State DEC , Orenco Systems Regulations
Installation by an Authorized AdvanTex Installer only; approval issued by Orenco
S ystems & Anchorage Tank & Welding, Inc.
1500 gallon, two compartment AdvanTex processing tank, 1-AX20 filter, VeriComm
Monitoring S ystem & Mode 1a standard package per AdvanTex System Manual.
Watertight couplings on inlet & outlet.
5 minimum between the tank and bed. 10 minimum to property lines.
3 of cover or insulation is required for trench; an equivalent of 1⇤ insulation for 1
soil cover. Minimum 2⇤ insulation.
Tank & solid pipe must be set on well compacted, stable soil.
4 inch diameter cleanouts with airtight caps are required 1 to 4 from foundation wall,
prior to any 90 degree bend in 4 inch line, prior to the processing tank.
All cleanouts must extend to at least ground level
Bedding to be pea gravel or MOA-approved equal.
Insulation must be placed over any pipe installed under driveways or parking areas.
Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
Sewer Service Line is minimum 2% slope
Maintenance agreement for the AdvanTex Treatment S ystem is required for approval.
Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam HI or
equal
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201114, Rebecca Carroll, 05/13/20
MunicipalitY of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~' W q $ o a. $,~ PI D Number: C) I 7 '-O ~- ~
Name:
~o~,~,'~ ~ ~ ~ R0~,~ ~'~,~ WastewaterSystem: ~New ~Upgrade
Address:
No. of Bedrooms: ~ ~ Deep Trench ~ Shallow Trench ~Bed ~ Mound ~ Other
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION o, 7 Gpg/sq. Ft.
Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath p~pe
Township: Range: Section: Fill added above original grade: Gravel length:
~ ~ Ft. Ft.
Number of lines: Distance between lines:
WELL: ¢~6 ~ New ~ Upgrade Gravel width: I ,~' Ft. ~ ~ '~' Ft.
Classification (Private, A,B,C): Total Depth~ Cased To; Total absorption area: Pipe material:
Driller: g j~ Date grilled: Static Water Level:Ft. Installer:~4~L~t ~X¢~V4TI~ Date installed: ~/
GPM Ft. Ft.
SEPARATION DISTANCES ~ Septic B Holding ~'S.T.E,P.
From To Septi~Tank AbsorptionField StationLift HoldingTank =ublic/Privatesewer Lines Manufacturer: ~/0 C- y~ ~ ~ Capacity in gallons:
Well- )O ~-- ~ / jO ~'/ -- ~{ ~ Material: ~l~d;&~ ~ ~ Number°fC°mpa~ents:
Surface/ , ,+ ioo '¢ LIFT STATION
Water I00 ~ IOo ~ /¢d
Lot / ~ / ~ / ~ / / Size in gallons: Manufacturer: ~10 ~ ~ ~ ~ ~
Line J~ ~ ~O /
i ~ / "Pump on" level at: "Pump off" level at: H gh water alarm at:
Cu~ain g ~ ~ ~ [~( v / ~ -- ~/~ Pump Make & Model Electrical Inspections performed by:
Drain
Location and Descr[ption: ~4~ ~ ~
Assumed Elevation:
Department of Health a~ Huma~ervices approval ,, ~,,, --'- ......... -.....,.
Reviewed and approved b~: ~ Date./
72-013 (Rev. 9/91) MOA 25
Permit No. sw950259 Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
LOT 17, BLOCK 5, MOUNTAIN PARK EST. #2 01702229
Legal Description: PID No.:
MT1
A B ~
FCO 5' 52' ~
C01 21' 69'
C02 24' 7~r'
MT1 54' 98'
MT2 62' 103'
MT3 59' 64'
MT4 65' 72'
95'6'~ ~9~.1'
~. 89,1' NO WATERI FOUND
6-;85-95 i
C01 & C02 ARE: CORNERS OF ~HE HATCH COVER
ABSORPTION iBED
- - -~ 602
SEPTIC TANK L,Jim 'T'
ABANDON~[~ COMPLETELY
--EXISTING TRENCH
SCALE
40'
BIOCYCLEi UNIT
LOT 1 7
WELL ..-.;...'
ROI~ERT C. COWAN
CE-8801
72-013A(1/93) *
OCT-- 6--95 FR I I I :04 CARCEL FLECTR I C P. 02
'.=' .~'. ":..'." .k.. '. .lilI.N,~.~.i!~"~ll]~.~'¥.'iOI2 ~ .......... ~'"' ": ..... :,'"
' '' ['I'{ON~ i:l: 346-4080 '""PHON~ J21
,.,.,,~.. m, .. ~'..L '"' ' '; ' '
; ,?: ?; ~ ~i . .
.'~ ", '4': -t · ., m ".
." ,'. , · . ,, . . . .~ .... .q,...} , ;..j:, .:
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
October 9, 1995
Robert C. Cowan, P.E.
S & S Engineering
17034 Eagle River Loop Road
Suite 204
Eagle River, Alaska 99577
Subject: Waiver Request for Lot 17 Block 3 Mountain Park Estates ~2
Waiver Request #WR950051, PID #017-022-29, HA950446
Dear Mro Cowan:
Your request for a waiver of the required 10 foOt separation
between a septic system and a lot line has been approved. The
waived distance is 1 foot to the west property line.
This approval applies to the existing septic system lot line
separation only. Any future upgrade to the septic system will
require all separations be met or another approval from this
department.
Civil Engineer
On-site Servicers
RWR/ljm
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
WR~ ~~ PID# 017-022-29 Hn~ HA950446 Permit ~
Date Received: October 5, 1995
Legal Description: Lot 17 Block 3 Mountain Park Estates ~2
Engineer: Robert C. Cowan, P.E., S & S Engineering
17034 Eagle River Loop Road, Suite 204, Eagle River 99577
Applicant: Robert & Rosie Tenge
Waiver Requested: Lot line waiver of 1 foot
Criteria: 1. Geology: Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2. Special Conditions:
3. Other:
Waiver is Granted: .~ Waiver is NOT Granted:
List Conditions or Reasons for above: '/~ ~/~k ~o~
Date ~ /O 1~ ~.~- By: ,/~ ~/~_/~_. _~_._~
Name of Reviewer
Rec #: 01363:3434 Amount: $ 115.00 Date Paid: 10-5-95
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW950259 DATE ISSUED: 8/31/95
DESIGN ENGINEER:S & S ENGINEERING EXPIRATION DATE: 8/31/96
OWNER NAME:TENGE ROBERT J &
OWNER ADDRESS:13021 FOSTER RD
ANCHORAGE, AK 99516
PARCEL ID:01702229
LEGAL DESCRIPTION:
MOUNTAIN PARK ESTATES #2 ELK
3 LT 17
LOT SIZE: 19800 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
THE WASTEWATER SYSTEM INSTALLED UNDER THIS PERMIT IS AN
ALTERNATIVE SYSTEM UNDERGOING EVALUATION WITHIN THE
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, RE.
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
ANDREPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
June 27, 1995
CIVIL ENGINEERS
(9O7) 694-2979
FAX (907) 694-1211
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
Attn: Jim Cross
P.O. Box 196650
Anchorage, Alaska 99519
REFERENCE: Lot.~', Block/~, Mountain Park Estates ~2
Dear Mr. Cross,
This letter is addressing the installation of'another Biocycle
Wastewater Treatment System under the innovative systems program
encouraged by D.H.H.S.
Request you issue permit for the installation and modifications
of the on-site wastewater disposal system on the referenced
property. We do not anticipate any adverse effects on
neighboring wells, septic systems or drainage patterns by the
installation of the proposed septic system.
A test hole was excavated and percolation test performed. The
approximate location of the test hole is shown on the attached
site plan. At the time of excavation no water was encountered
and after 7 day ground water monitoring, the monitoring tube was
found to be dry.
If you require additional information, please contact us.
Sincerely,
IRR~cb~;~ C' C°wan, P'E'
Enclosures
17034 NORTH EAGLE RIVER LOOP SUITE204 ° EAGLE RIVER, ALASKA99577
'1" = 50'
SCALE
FOSTER ROAD
UPGRADE
10' UTIL. ESMT.
C)
EXISTING 4
BEDROOM
HOUSE
z
I0' UTIL
N.T..S.
SCA .LE '
DETAIL
o
15'
IPROFILE
IX-SECTION
6.06'
(1850rnm)
DETAIL
~ (800mm)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG --TRCOLATION TEST
PERFORMED FOR: .
LEGAL DESCRIPTION:~_.~T/7;/~.~*~. ,/J,//7'/~, P~,4f~K. r~7:, Township, Range, Section:
SLOPE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SITE PLAN
WAS GROUND WATER /r~%o
ENCOUNTERED?
S
IF YES, AT WHAT -' ~)
DEPTH? - .......p~
Depth to W ie"C'~fter
~e~n Net Depth to
Net
g__ D---~D~'e~' ~" Time Time Water Drop
/
~;',oo ~,~ I~le'' ~/g
:5~ ~ ,. l~/e,, y~"
I~ IS ~ ,, ~e" ~"
PERCOLATION RATE /~)(~) (minutes/inch) PERC HOLE DIAMETER
PERFORMED BY: 17034 Eagle River Loop Road J~q. 20zJ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: I~"1'~/-,~:
LEGAL DESCRIPTION: ~ 6 ~,',,'t'ZI ,'~
DATE PERFORM ~;..~.~
~ $ 7'. :f~ ~--Township, Range, Section:
1
2
3
4
5
6
7
8
9
10
11
12
13-
14-
15-
16-
i7-
18-
19-
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED? IV 0
SLOPE SITE PLAN
S
L
IF YES, AT WHAT O
DEPTH? p
E
Deplh to Water Alter
Monitoring? Date:.
Gross Net Depth to Net
Reading Date Time Time Water Drop
.- o ....
I;~ ~ ~o ~i 7 ,,,,,u '1~' " '/~"
PERCOLATION RATE ~' ~'('~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ ! ~' ~- /
__ FT AND -- FT
72-008 (Rev. 4/85)
- GRE/V'-' ' ANCHORAGE AREA BORr'
,®
,,. ' Department of Environmental Quality
3330 C Street
' Anchorage, Alaska 99503 ....... /'
INSPECTION REPORI: ~-51TE SEWAGE ~'PI~$~,L SYSTEM
NAME (~
LOCATION
MAILING ADDRESS
LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE
FROM WELL
.MANUFACTURER
INSIDE LENGTH
INSIDE WIDTH
NUMBER OF
MATERIAL ~'~ gP~ ( COMPARTMENTS
LIQUID DEPTH LIQUID CAPACITY f~--'~GALLONS.
DISTANCE FROM WELL '~"' FOUNDATION ~
NUMBER OF LINES ~ DISTANCE BETWEEN LINES
ABSORPTION AREA ~ <~C) SQ. FT.
DEPTH: TOP OF TILE TO FINISH GRADE ~.~1
TOTAL LENGTH ~
NEAREST LOT LINE ~ "~--[ OF LINES '~-~)~
~ TRENCH WIDTH~ IN. TOTAL EFFECTIVE
LENGTH OF EACH LINE '~¥- '
DEPTH OF FILTER
MATERIAL BENEATH TILE__ ~ ! Iq~. ABOVE TILE ¢'~ IN,
WELL: ?1~05 e ~L
TYPE CONSTRUCTION
BUILDING NEAREST NEAREST
FOUNDATION__ LOT LINE__, SEWER LINE__
DEPTH
SEPTIC SEEPAGE
, TANK , SYSTEM
CESSPOOL
, OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCE FROM:
DISTANCES: 5 ~('-.
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form EQ-032
DIAGRAM OF SYSTEM
G.A,A.B. ~'
Gre, A ,NCHORAgE Area Bo,
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 995~~~~~
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
SO,L TEBT RESULTS F' F~ ~"
COMPLETION DATE ANTICIPATED
SEEPAGE PIT DRAIN FIELD OTHER
T. iS ...M,T ,s .OT .'A',,,
WITHOUT
BOIL
TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION,
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK . SEEPAGE PIT
TO NEAREST LOT LINE.
WELLTO SEPTIC TANK
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, ~ , SEEPAGE PIT .
TO RIVER, LAKE, STREAM.
S
D.^,N P,ELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT.
AREA FOST£-
/z.,,/
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION § FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
PITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street
ANCHORAGE, ALASKA 99503
Case #
Performed For WALTER COLLINS
Legal Description: Lot 17 Block_ 3 ,
This Form Reports Soils Log xxx
Depth
Feet
Dated Performed h-Z6.75
Subdivision MT. PARK ESTATES,#2
Percolation Test
Soil Test Must Be Logged To 4' Below Proposed Seepage System
Soil Characteristics
0-1.5' topsoil
1.5--16' sandy silt ML:~ 275
I I
Was Ground Water Encountered? NO
If Yes, At What Depth?
Reading Date Gross Time Net Time Depth to H20
, Net Drop
SIEVE A~LYSIS (R&M ~NGR.)
$ PASSING'
sa: 31%
% PASS~G,~200 _: 5~ sl: 53%
Percolation Rate Minute
Proposed Installation: Seepage Pit Drain Field
Depth of Inlet Depth to Bottom oT-Pit or Trench
~OHI,~ ~IS:
Date Certifiecl BY:
Date:
PERCOLATION TESTS
(Lot 17, Block 3, Mountain Park Estates No. 2 Subdivision)
Procedure:
Percolation-Rate:
An 8-inch diameter hole was dug (beginning 12 feet
below the ground surface) to a depth of 28-inches.
This hole was filled with water (7:00 p.m., April 23, 1975)
and refilled again (9:30 a.m., April 24, 1975). The
actual test was performed at 6:30 p.m. on April 24, 1975.
The soil was saturated at the time the actual test
was begun. The sides of the test hole were scratched
and the bottom was filled with approximately
2-inches of sand. A measuring stick similar to the
one in the attachment was used. The stick was marked
at 1/2-inch distances. When placed in the hole the
actual water level was marked on the measuring stick.
At the end of 30 minutes the water level was again
marked. The measuring stick was removed and the
water-drop measurement was taken and recorded.
The actual drop in 30 minutes was 1-5/8-inches.
WALTER A. COLLINS, P.E.
4_q17 East 7ti' Avenue
Anchorage, Alaska 99504
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section 5 Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC251082
Parcel ID 017 -022-29 Expiration Date: 3/6/2026
Legal description MOUNTAIN PARK ESTATES #2 BLK 3 LT 17
Site address 13021 FOSTER RD
Current property owner(s) WALTER ARRON CHRISOPHER &
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
By: `j� L� Original Certificate Date: 3/24/2025
This erti
Cficate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
;;s-'tem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
Development Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist X
Absorption Field Advisory
Tank Age Advisory
Other
Well Flow Advisory
Nitrate Advisory X
Arsenic Advisory
MUNICIPALITY OF ANCHORAGE
Development Services DepartmentPhone: 907-343-7904
On -Site Water & Wastewater Section —� Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 017-022-29
Complete legal description MOUNTAIN PARK ESTATES #2 BLOCK 3 LOT 17
Location (site address) 13021 FOSTER ROAD ANCHORAGE, ALASKA 99516
Current property owner(s) ARRON & NICHOLE WALTER Day phone
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass
Age 5 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ® AWWTS ® Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ 50 Waiver Fee $ _
Date of Payment Date of Payment
COSA # SC 2 5� 0 Z Waiver #
COSA Application.doc
COSA Checklist.docx
COSA Checklist
Legal Description: MOUNTAIN PARK ESTATES #2 BLOCK 3 LOT 17 Parcel ID: 017-022-29
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled *UNK Total depth *UNK ft
Cased to *UNK ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 3/6/2025
Static water level at beginning of test 179 ft.
Well production at time of test 3+ gpm
Water storage tank volume None gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 13.7 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 3/6/2025
Comments *UNKNOWNS – CIRCA 1977 drill date w/ various depths mentioned in MOA docs. The area, site & recent water
analysis has high nitrates and this well was also previously scoped with good casing integrity verified.
B. TANK DATA
Measured operating fluid level in septic tank NA
Date of pumping 3/6/2025
Required maintenance completed, if AWWTS
Comments: PUMPED BY ONE STOP
C. LIFT STATION
Required maintenance completed
Age of lift station 5 years
Lift station material FIBERGLASS
Comments: AX MAINTENANCE BY L&S SERVICES
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/14/1995
ALL standpipes present per record drawing
Total measured depth from existing grade 3 ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes (MT) go to bottom of effective. (ED)
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Adequacy test date 3/6/2025
Results Pass
Fluid depth prior to test 0 in
Water added 600 gal
New fluid depth 1 in
Elapsed time 30 min
Final fluid depth 0 in
Absorption rate 600 gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) 6 in (MOA 0.5’ ED)
Effective depth used 0 in (Final Fluid Depth)
Effective depth (ED) remaining 6 in
Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots,
visual observations, MOA records appears approximate.
COSA Checklist.docx
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100’
Yes if No *50+ ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No *50+ ft
Neighboring Absorption Fields > 100’
Yes if No ft
Community Sewer Main > 75’ Yes if No ft
Community Sewer Manhole/Cleanout > 100’
Yes if No ft
Private Sewer/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10’ Yes if No ft
Tank to Property Line > 5’ Yes if No ft
Field to Property Line > 10’ Yes if No **1 ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No *50+ ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No *50+ ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F. ENGINEER’S COMMENTS
*MAY MEET CONVENTIONAL SEPARATIONS, BUT SYSTEM MEETS CATII/III SEPARATION DISTANCE REQUIREMENTS.
**WR950051 – PREVIOUS ISSUED WAIVER. 4BR COSAS ISSUED BY MOA PREVIOUSLY.
G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 03/20/2025
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting &
03/20/25
532 008
=
■■■ ■ ■ ■ on on ONE ■ ■ ■■N■ • 8
aft ago
■ ■■ ■ ■■■ ■ ■ ■ on on on ■
■g■ ■■ ■ ■ ■■■ ■■N ■ ■■■ ■■■ �o
�"VanTeW Field Maintenance Report
Unscheduled
Prop" OwnorllYacking a
Anon Christopher Walter
sfto Addross
13021 Foster Road, Anchorage AK 99516
AX Slto ID ! County ID o Pod A
152605 1 OSP201114 1433869
Dispatcher Comments
Date: 03/05/2025 Time:
12:00 AM
Inspection
Notification of site condition
❑ Made by VerlComm° Monitoring System
❑ Made by Homeowner
IVOther
i
Site condition at time of call
❑ Alarm ❑ Tank Overflow
❑ Odor ❑ Sewage Backup
❑ Ottler
Field Sampling/Observations
❑ Necessary KNot necessary
NTU (15 ± NT 61
pH (6-9) DO (2-6)
Odor of Sample,
Typical ❑ Musty ❑ Earthy ❑ Moldy
Non -typical ❑ Sulfide ❑ Cabbage ❑ Decay
Conditions at site
0 ® 0
Alarm On ❑ Yes No
10 02 s0
(If yes, alarm type
)
Tank Liquid Level ❑ Normal ❑ High
(Low
pump Operational? Yes ❑ No
Circuit Breakers
Recirc........ ❑ Tripped �?On
[:]Off
Discharge..... ❑ Tripped �tOn
❑ Off
Controls ...... ❑ Tripped n
❑ Off
VCOM° ATRTU Board: (if applicabl )
Document the panel status by shading the appropriate
inputs and outputs as Indicated by the yellow and red LEDs.
Inputs
0 ® 0
Outputs
10 02 s0
Power
(GreQn LED)
❑ On ❑ 0 Flashing
AnchorageTank
907-272-3543
Oporotor
L&S Services Technician
Contact Phono
(907) 268-8697
RTU 9/UL A Dato of Last Inspection
RTU 141239 04/04/2022
Cause of Malfunction: ❑ Mechanical ❑ Process -Related P
Services Rendered:
Parts Used: W = Warranty, B = Billable (✓ appropriate selection)
W B 1 Item Number Description
Notes/Final Recommendations:
❑ System performing; no further action needed ❑ Additional service needed
SG
Final/Safety inspection -
Lids bolted on?VYes ❑ No
(If damaged, comment )
Control Panel reactivated? _'Yes ❑ No
Circuit Breakers:
Recirc: On ❑ Off Discharge: On ❑ Off Controls: -J on ❑ Off
Signature
Date
Fax completed form to 1-866-384-7404
Time
NIUNICIPALFTY 011t" AN(,-.t110RA(N`E
ADVANCED WASrj 1EWA1'ER 111EATME.N"r SVSFrEM
AFMEN'f'MAINTCNAVCs CKF
THIS MAINTENANCE AND REPAIR ACyRFFML`N'r. herein the "AGREEMENT" made and
entered into as of this
Dtayof
of 20 2 �', by and between
C S ,herein tlic "[ )WNLR," and the ML1111cipality of
Anchorage, herein the "'M U N I C1 PALITY"', in accordance with Anchorage Municipal Cade
(AMC) 15.G5.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced W-astewater Treatment Svstems. rFhe Municipality grants permission to the
owner to utilize and operate an A(Ivaiiced WasteNvater'"l,"reatment System (AWWTS)3
described as
located at (legal description)
AN ADVANTEX SYSTEM
MOUNTAIN PARK ESTATES #2133, L1 7
.MaintenancegRepairsanis Alterations.
(Owner is required to rend, understand and initial each section)
� tjThroughout the term of this Agreement, the Owner shall enter into �. ��;c��ice agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
1111(inuflactLircr's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing heated septic effluent in
accord ancc with the equipment's approval for operation in the Municipality.
s�iall be the responsiiIi
bty of the 0%yner during the Perm ofthis Agreement to pay for all
repairs}, maintenance, adjustments}, replacement costs, and inspection costs. This
M
ncludes an annual maintenance fee (typically $4D0 to X600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
r the maTILIfiacturer"s representative will inspect ars make anynecessary maintenancel
repairs or permitted alterations to the system.
owner acknowledges that regular maintenance of an AWAITS reduce th
� g s e potential
failure of the system, which could include sewage backup and cost jy repairs or d rai nfi e I d
replacement.
(rev. 05/1,8/2018) Page 1 of 3
Owner acknowledges that thc M ►In I i 1% <1 i ty ii iity request records of maintenance and
repairs from the mo,,mu l r r" r pr ��t t1 r maintenance provider.
Q�Lj OxN-ner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.0.30.
owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will bice at least 21.4-tiour notice_
V)L\) Oxvner agrees that any salt or transfer of title of tIic property tivi11 nit occur wit }gout a new
Certificate of On -Site Systems Approval
owner agrees that the AWWTS installation and maintenance requirements as provided
btir the AWWTS vendor/installer and approved by the Municipality are the governing
ouiciclincs for the construction, maintenance and repair of the owner's AWWTS,,
t�j_Owner agrees to maintain remote monitoring of the AWWTS a5 required bv the
5.
6.
A WWTS approval.
rl'erm. The term of this Agyreement shall begin on the date of approval by the
Municip,ahtv to operate the installed system, or upon transfer of title, and shall continue
While the AWWTS is operational or until title is transferred.
Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions', nur i n any way affect
the \.-af idity ot'the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
Amendment. This Agreement shat] only be amended by authorized representatives of
the Owner and Municipality. Anv attempt to amend this agreement by either an.6.
unauthorized representative or unauthorized means shah be void.
Jurisdiction:Choice
of
Law.
Any civil action arising from this Agreement shall
be
brought i n -the
S u perio r Court
for the Third Judicial District of the State of Alaska
at
Anchorage. '1'he laws of the State of Alaska shall govem the rights and obligations of the
patties under this A greeme nt.
7. Severability. Any provisions of this Agreement decreed invalid by a court (-)l' Ct)lllpett;ilt
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of
ONN NV.R:
tip ,w 1 ( (sionattliv) Datc:
(print na111c)
SIATLO ALASKA
1 Ss.
THIRD JUDICIAL DISTRICT )
The foregoing, instalment was acknowledged belilre me this[ day of
205 by 1_ �'� �1U11 iC,Vi,v�S
STATE OF ALASKA
NOTARY PU13UC uryh
NOTARY PUBLIC, FOR ALASKA K�ryBewld
My 6ninlission expires: �2_� �_ 70Z;(-9_
--- My Commivion Fipires: G " -
signature) Date: e—
)rint name) Title: _
(rev. 05.18/2018) Page 3 of3
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT •
On -Site Water and Wastewater Section Ar
www.muni.org/onsite
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC251082
Subdivision: Mountain Park Estates #2, Block: 3, Lot: 17
907-343-7904
Fax: 343-7997
A water sample revealed a nitrate concentration of 13.7 milligrams per liter (mg/Q.
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 017-022-29 Expiration Date:
1. GENERAL INFORMATION:
Complete legal description MOUNTAIN PARK ESTATES #2• BLOCK 3 LOT 17
Location (site address) 13021 Foster Road *Anchorage 99516
Current Property owner(s) Colton & Colette Levasseur
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ .`50
Date of Payment
Receipt Number _ a (3 3
COSA#___ OSG22 119
Date:
Waiver Fee $
Date of Payment
Receipt Number,
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Gamess Engineedng Group, Ltd (GEG) Phone: 907-337-6179
Address: _3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: 5A I2 7
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and c�oOQ 1�
industry practices. The reported results describe the condition of the system/s on the dates of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or o ��..• ""•.,s��
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and li K 99
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the y. �� ✓/ i '�
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of • . • • • • • • • • • • • . • •
the well or septic system. GEG makes no representation whether an alternative well or septic system �� a .Jei r= a ;oFc,9Zsa•'
9
can be installed on the property in the event either of the current systems fail to perform adequately in (1 . '• E - 15 e`
the future. The content of this report is for the sole benefit of the person/party that retained GEG to �V�F 51 S.
perform the evaluation. Reliance upon the information provided in this report b any other person or
c
t• n� � d
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
#AECC884
6. DSD
t -SIGNATURE
System #1 Approved for q bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval foorbedroomJJs,,- with the following stipulations:
II
L2I/'
By: Original Certificate Date: - ^ 2 ZZ
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work. ``l`lk«kt((((((q(,
`l OF A/V 0i
7. ATTACHMENTS: XWE
��COSA Checklist Nitrate Advisory TE G�
Z:
Septic System Advisory Arsenic Advisory J AND
TER TER
Well'Flow Advisory Other Jo WASTt_v'A o
pROG�`AM
O
l
'/JJJ'J0���Nr
rfju
X 9 TAMAN W,
Legal Description: MOUNTAIN PARK ESTATES #2; BLOCK 3, LOT 17
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1977(4)
Total depth *189.8+ ft
Cased to UNKNOWN ft
❑ Sanitary seal is functioning correctly
On Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 4/16/22
Static water level at beginning of test 182.0 ft.
Comments *PER GEG ADEQUACY TEST
B. TANK DATA
Age of tank(s) 2 years
Tank type/material SEPTIC/PLASTIC
Measured'operating fluid level in septic tank -
❑, Standpipes/foundation cleanout per record drawing
Date of pumping SEE ATTACHED MAINTENANCE
D. ABSORPTION FIELD DATA BED
Parcel ID: 017-022-29
Structure served by this system
Well production at time of test 2.8+ gpm
Water storage tank volume N/A gallons
7fo
infected for coliform test? ❑ Yes No
rm bacteria is Negative
Nitrate 1), 1 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L M'114
rsenic less than MRL (ND)
Collected by GEG, LTD.
Date of Sample 4/19/22
C. LIFT STATION
❑ Required maintenance completed
Age of lift station 1- years
Lift station material PLAsr'c
Comments: ADVANTEX
Which system tested (date installed) 9/19/95
Adequacy test date 4/16/22
0 ALL standpipes present per record drawing
Results QPass For 4 bedrooms
Total measured depth from grade 4.0 ft (max)
Fluid depth prior to test 3 in
Measured depth to pipe invert from grade ft (min)
Water added 704 gal
IN N/A — pressurized field
4
❑ Monitor tubes go to bottom of effective. If not, state
New depth in
depth into effective
Elapsed time 120 min
p
On Code -required soil cover over field
Final fluid depth 3 in
❑ System presoaked
Absorption rate 600+ gpd
(Required if, vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) NONE
date of test)
Gallons introduced N/A gallons
If yes, enter date N/A
Comments/Deficiencies: 'IT APPEARS THAT MT4 IS THE ONLY MT THAT EXTENDS TO THE BOTTOM OF DRAINROCK
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
R Yes
Septic Tank/Lift Station on Lot > 100'
ft
*50'+
Community Sewer Manhole/Cleanout > 100'
171 Yes
if No
ft
f- Yes
if No ft
Neighboring Tank > 100' [Q Yes
if No
ft
Private Sewer/Septic Line > 25' 0 Yes
if No ft
Absorption Field on Lot > 100' ❑ Yes
if No
*50'+ ft
Holding Tank > 100' Yes
if No ft
Neighboring Absorption Fields > 100'
0 Yes
if No
Animal Containment > 50' Q✓ Yes
if No ft
21 Yes
if No
ft
0 Yes
if No
ft
If septic tank is under driveway comment below
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' Yes
if No
ft
[D Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
R Yes
if No
ft
Surface Water > 100'
❑ Yes if No
*50'+ ft
Property Line > 5'
M Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0-1 Yes
if No
ft
Private Wells > 100'
❑ Yes if No
*50'+ ft
Water Main > 10'
0 Yes
if No
ft
Community Wells > 200'
Yes if No
ft
Water Service Line > 10'
0 Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
21 Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
**1 ft
Wells on Adjacent Lots:
Water Main > 10'
[] Yes
if No
ft
Private Wells > 100'
❑ Yes if No *50'+ ft
Water Service Line > 10'
Q Yes
if No
ft
Community Wells > 200'
Q Yes if No
ft
Surface Water > 100'
❑ Yes
if No
*50'+ ft
F. ENGINEER'S COMMENTS
*AWWTS **WR#950051 DRAINFIELD SHOULD HAVE BEEN SIZED FOR APPLICATION
RATE OF 0.5 GPD/SQFT. INSTEAD OF 0.7 GPD/SQFT. DRAINFIELD IS SIZED FOR 450
GALLONS PER DAY.APPROVED BY MOA IN THE PAST.
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
#AECC884
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC 221191
Subdivision: Mountain Park estates #2 Block 3 Lot 17
A water sample revealed a nitrate concentration of 10.1 milligrams per liter (mg/Q.
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Please see the attached "Nitrate Fact Sheet" for important
information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
Mailing Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby' disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening, or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical' methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this .'1 _ Day of AQoT l_ of 200A�, , by and between
Aaron & Nichole Walter
herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) I5.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
I . Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as
located at (legal description)
Mountain Park Est #2 L17 B3
2. Maintenance Re airs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces theP otential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page I of 3
�\'`f Owner acknowledges that the Municipality may request records of maintenance and
/� repairs from the manufacturer's representative or maintenance provider.
Ay y Owner acknowledges that the fine for failing to maintain and repair an AWWTS WWTS may be
,- / assessed in accordance with AMC 14.60.030.
�'1 "" Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
i Owner agrees that any sale or transfer of title of the property will not occur without a new
W Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the constriction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring ng of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
bonze-d-represt;nt unauthorized means shall e void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OW
By: n (signature) Date: Z
�Mlotj Q A `fit (print name)
STATE OF ALASKA )
) 5S.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this day of
2021, byi frrQ�
NOTARY PUBLIC FO
My Commission expires:
MUNICIPALITY:
By- (signature)
(print name)
Commonwealth of Pennsylvania - Notary Seal
DENISE N. DORAN, Notary Public
Philadelphia County
My Commission Expires October 21, 2029
Commission Number 5360028
Date:
Title:
(rev. 05/18/2018) Page 3 of 3
IM
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MUNICIPALITY OF ANCHORAGE
Development Services Department `_ Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 01702229
1. GENERAL INFORMATION
Complete legal description Mtn Pk Est #2
Location (site address) 13021 Foster Rd
Current property owner(s) Bartauskey
Expiration Date: l2)q ZOZd
B3 L17
Day phone 795-8416
Mailing address
Real estate agent Day phone
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
0
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 912-.00 COL/1,0
Date of Payment 0 u
i
Receipt Number 0 Sb 5
Waiver Fee $
Date of Payment
Receipt Number
COSA# O-SG2.y)3,49 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER.
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply andior wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm NorthRim Eng. Phone 894-7028
Address PO Box 770724, Eagle River
Engineer's Printed Name Steve Eng Date 7/24/20
6. DSD SIGNATURE
x System #1 Approved for Ll bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the following stipulations:
`N. iIt tt
Y A�,�1OF t f�6,,
U
/JJJ�i� FNT SER��GN�,\,,.
By: Original Certificate Date: /9
The Municipali y of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS_
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
C'09A GN_'fkligl Blue
�r
� J
t,
WATER
AND --
o WAST!71 v`'ATER oAU 1
Z1.1; -.
C%A,
a�
/JJJ�i� FNT SER��GN�,\,,.
By: Original Certificate Date: /9
The Municipali y of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS_
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
C'09A GN_'fkligl Blue
COSA Checklist yellow sheet
COSA Checklist
Legal Description: Parcel ID:
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled
Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date of Sample
Comments __________________________________________________________________________________
B. TANK DATA
Age of tank(s) years
Tank type/material
Measured operating fluid level in septic tank
Standpipes/foundation cleanout per record drawing
Date of pumping
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA ______________________
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field
Monitor tubes go to bottom of effective. If not, state
depth into effective
Code-required soil cover over field
System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Adequacy test date
Results Pass For bedrooms
Fluid depth prior to test in
Water added gal
New depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date
Comments/Deficiencies:
Mtn Pk Est #2 B3 L17 01702229
3+
unk 0
272+
40+
6.81
12+NRimEng
7/21/20
192
9/1/20
new
Plastic
new
new
plastic
new
New Advantex
9/14/95
same 7/21/20
4
3 0
600
2
30
0
600
no
4
E. SEPARATION DISTANCES
From Private WeiI on Lot to: (Please enter 41istances if less than required or if corn munity well)
Septic Tank{Lift Station on Lot a 100'
Q Yes
if No
Community Sewer Manhole/Cleanout a 100'
0 Yes
if No
ft
E] Yes
if No It
Neighboring Tank > 100' Yes
if No
ft
Private SeweriSeptic Line > 25` [Z] Yes
`rf No It
Absorption Field on Lot > 100' Yes
if No
! ft
Holding Tank > 100' R1 Yes
if No It
Neighboring Absorption Fields > 100'
Water Main > 10'
Animal Containment > 50' 0 Yes
if No It
IJ Yes
if No
ft
Water Service Line > 10'
[]
Yes
if No
ft
ManureiAnimal Excreta Storage > 140'
Community Sewer Main > 75' r❑ Yes
if No
ft
❑,. Yes
if No It
From Se pticfHolding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
Q Yes
if No
! ft
Surface Water > 104'
Yes if No.
Property Line > 5'
if No
Yes
if No
ft
Wells on Adjacent Lots:
if No
Absorption Field > 5'
Community Wells > 240' F1 Yes if No
Yes
if No
ft
Private Wells > 100'
❑✓ Yes if No.
Water Main > 10'
Yes
if No
ft
Community Wells > 200'
Yes if No _
Water Service Line > 10'
[]
Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter disiances if less than required)
Building Foundation > 10' 0 Yes if No ft If absorption field is udder driveway comment below
Property Line > 10'
Q Yes
if No
ft
wells on Adjacent Lots;
Water Main > 10'
Q Yes
if No
ft
Private Wells > 100' ID Yes if No
Water Service Line > 10'
Q Yes
if No
ft
Community Wells > 240' F1 Yes if No
Surface Water > 100'
Q Yes
if No
ft
F. ENGINEER'S COMMENTS
Property Line Waiver on file
G. ENGINEER'S CERTIFICATION
I certify that i have determined through Reid inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA gur'Mines in effect on this date.
CO SA Checklist yellow sheet
++ _� OF � 11
* :49I�l
.A,,;
c� Steve Ery 4i
CE -6256 fJV
X724%20
It
It
It
it
It
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT 907-343-7904
On-Site Water and Wastewater Section Fax: 343-7997
www.muni.org/onsite
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org
Nitrate Advisory
Certificate of On-Site Systems Approval # OSC201368
Subdivision: Mountain Park Estates #2, Block: 3, Lot: 17
A water sample revealed a nitrate concentration of 6.8 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached “Nitrate Fact Sheet” for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D.# 017-022-29 ' HAA# ~\ tn ci':'IL" !~i.~ '
1. GENERAL INFORMATION
Complete legal description Lot 17, Block 3, Mountain Park Estates ~ 2
Location (site address or directions)
13021 Foster Road, Anchorage, AK
Property owner
Mailing address
Dan Repasky Day phone 345-8886
13021 Foster Road, Anchorage, AK99516
Lending agency
Mailing address
Day phone
Agent CPr,'~c'~''' ,'~¢,,t -P~.,~..,r,,t~-/'~,~ ~,~,~ Dayphone ~'ro--},~ ~¢]
Address
Unless otherwise requested, HAA will be held for pickup.
4
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
community on-site
NOTE:
xxx
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
xx×
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA ~121
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my"
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm S & S ENGINEERING Phone 6 9 ~J ' ~ c~ ? ~
17034 Eagle RiYer Loop Road No, 2~
Address Ea~le River~ Alaska ~577 ~
Engineer's signature '~._ ~, ,/*¢ Date__'¢ //~;/R¢
DHHS SIGNATURE
Z Approved for z~' bedrooms.
Disapproved.
Conditional approval for
The well for this property meets
bedrooms, with the following stipulations!
Note: e×istin§ .State and Mun£cipal Codes.
There are nitrates present, Ir ~ ~,,gg~4 ~h~ p~na~r ta~t~ng ~e
performed to insure the wells continued suitability. Current aitrate
concentration is 6.22 mg/l. EPA maximum ccnccntration is 10.0 mg/1.
More information on nitrates is available from the On-site Services Program,
DHHS, 343-4744.
Additional Comments
By:
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
^pp.rovel'Certificates based only' upon the representations given in paragraph ~ above by ~n independent
professional ~ngineer registered in the State of Alaska. The DH H8 does thi~ a~ a oou~esy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a cedificate is issued, The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work,
72~O25 (Rev. 1/91) Back MOA #21
RECEIVED, -,
Municipality of Anchorage /,~.~ _ ~
DEPARTMENT OF HEALTH & HUMAN SERVICES APE{ 1 ~
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501 ·
Health Authority Approval Checklist
Legal Description:
A. WELL DATA
Parcel I.D.:
017 -0~
Well type ,[O ~ ~/8 T ~- If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/~) ~ 0 Date completed ~-~ I ~ 7 ~'-
Total depth ~'-~ ~' ~''~ Cased to ~0 /'J Casing height (above ground)
Sanitary seal ((~N) ¥ ~ ~
Wires properly protected [~'N) y~ .r
FROM WELL LOG AT INSPECTION
Dateoftest 0~/ z) /13 /~ ~1
Static water level Jcl ~/
Well production ,/ g.p.m. ~ ' (~
WATER SAMPLE RESULTS:
g.p.m.
Coliform
Date of sample:
GiOc.¥c~L~
B. ~,E,~T4e~f-I~NN~TANK DATA
Date installed cl/! ff/~ ~ Tank size
Nitrate
Collected by:
Other bacteria O
S & S ENGINEEI~INC.
17034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
Foundation cleanout ~N) ¥
Date of Pumping
C. ABSORPTION FIELD DATA
Date instai,ed
) 5- ~ '~- Number of Compartments L./ Cleanouts (Y/N)./'/'~'c'~ c~v ¢ ~
D~pression (Y/I~ ,~' o High water alarm ~,N) ¥ '~ J"
Pumper ~ -/-~. h~-/w ~ 5-&,,a¢, ~j-
Length ~ 0 Width
Effective absorption area ~ 0
Date of adequacy test W/'
(~. '7 System type J~ ~
Gravel thickness below pipe ~' 3~ Total depth.
Monitoring Tube present (~N) ¥~J Depression over fietd (Y/~ ~ ~
Results~Fail) ~4 SJ For ~ bed[corns
Fluid depth in absOrption field before test (in.); ~)/~ Y -~ Immediately after ~/5"~--gal. water added (in.): ~)"~ Y
Fluid depth /V/,g- (ins) Minutes later: /'//+ Absorption rate = ~ 0 0 --~ .g.p.d.
Peroxide treatment (past 12 months) (Y/N) /~J'~ ,v 4._ /c ~, ~ ~ M If yes, give date '-
72-026 (Rev. 3/96)*
LIFT STATION
Date installed ¢1
Manhole/Access 0/N)
High water alarm level
Size in gallons
"Pump on" level at* 6 ',3-
Cycles tested ~:~
*Datum
/$- 39.
"Pump off" level at*
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
S.e¢~ tank on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
/ .J...
On adjacent lots /(2 <;
On adjacent lots ) 0 o
Public sewer manhole/cleanout /,~ //4
/
Lift station / O o '¢--
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
I /
Foundation ,.~' H--- Property line -~' ~ Absorption field
Water main/service line /0 --~ Surface water/drainage )8 0 f'¢ Wells on adjacent lots
/CO Y-
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Propertyline I ' LFwR- c~$-O~y~ ')
- Building foundation ! 0 ~ Water main/service line / 0
Surface water / 0 0 ¢' Driveway, parking/vehicle storage area
Curtain drain /v 0 ,v~'~. /~,~0 ~, ~ Wells on adjacent lots / ,.1 0 ¢--
ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and review of Municipal records~Cf~.,(a~[~V~l~/~,s'~'-'''x' ,~--- "- '~3~~---z ,x~. are
in conformance withMOA HAA auidelines in effect on this date, ~ c~ ~'" ~'.., ,,- ~
Signature ~~ ~
HAAFee $_ ~'~ ¢¢, ~
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
MUNICIPALITY OF ANCHORAGE ,~
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343--4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
ParcetI.D.# C-"17-c ;~ _~_c)
1. GENERAL INFORMATION
Complete legal description
Lot 17; Brock 3; Mountain Park Estates #2
LOcation (site address or directions)
13021 Foster Road
Anchorage, AK
Property owner
Mailing address
Lending agency
Mailing address
Robert & Rosie Tenqe Day phone 345-0161
C/0 Re~ax Properties Attn: Mary Cox 2600 Cordova St. Suite
Anchorage, AK 99503
Day phone
100
Agent Mary Cox/ Re~ax Properti¢~ Day phone 257-0112
Address 2600 Cordova Suite, I00 Anchorage,, AK 99503
NOTE:
Unless otherwise requested, HAA will be held for pickup.
rn
NUMBER OF BEDROOMS: 4 ~', ~- ~
TYPE OF WATER SUPPLY: ~ "-~ ~" ~.
Individual well XXX ~ ~ ~ -~
Community well ~ ~
Public water ~ ~ ~
If community well system, provide written confirmation from State ADEC a~e~t-
Z
lng to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
XXX
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1191) Front MOA *F21
STATEMENT OF INSPECTION BY ENGINEER
AS certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein, I further verify that based on the information obtained from
the Municipality of Anchorage files and from my inves_ti_gation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
S & S ENGINEERING ,~L¢; 7 9
Name of Firm ;70~4 ~.a~J;. ;;Yur [.wp ~ga~ NO. ~.~ Phone ~ ti ¥ -
Address Eagle River, Alaska 99577
Engineer's signature
DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Com--e-t~°te:m u The well for this property meets existing.
State and Munzczpal Codes. There are nitrates present. It is
suggested that a periodic testing be p~rfc%rm~ ~ ~,~re the wells
continued suitability. Nitrate concentration is 6.19 mg/1. EPA
maximum~onc~n~ra~ lg g mc 1
By: / , /
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The OHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. ~/cJ1) Back MOA ~21
NIUNICIPALITY OF ANCHo~,(~i~
Municipality of Anchorage ENVIRONMENTAL,SERViCES DIVISION!~
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division OCT 0 ~ 1995
825"L" Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
P, ECEIVED
Legal Description: Lo i- I 7
Health Authority Approval Checklist
Lye 3 Parcel I.D.:
A. WELL DATA
Well type /0h t ¥ ~' T £ If A, B, or C, attach ADEC letter. ADEC water system number
Casing height (above ground)
Log present (Y~ ~J 0 Date completed
! t
Total depth ~ 7 ~. -~ Cased to H 0 -/--
Wires properly protected (I~/N)
Sanitary seal (l~}tN) "/g $
FROM WELL LOG AT INSPECTION
Date of test o [ 14 ii / ~ q / q ~
c~/~ lq-]
Static water level
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 Nitrate
Date of sample: c] /t ~' / ~ ~" Collected by:
B. ~eg~l~L-~*~ TANK DATA 96
Date installed q /t~ q / ~S_ Tank size / S- $~
Foundatior~cle~hbu~(~5~'~N) y r~ S Depression (Y/~) t,, 0
D~hfi~umping/X,/~ "~ ~:? Pumper
C. ABSOR~ION ~LD D~TA
Dfite:installed t ~ . _ Soil rating r
Other bacteria
S & S ENGINEERING
17034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
Number of Compartments t.-] Cleanouts (Y/N) 14~r~6, co,~
High water alarm (~/N) y ~ 5
System type
L~gth ' & ~ ' Wid/h 1 6'- / Gravel thickness below pipe 0, ~' Total depth
Effectix~e/ib'~orption4t?~' q 0 0 Monitoring Tube present(~/N). Y~J Depression over field (Y/~
Date of adequacy test Results (Pass/Fail) ~ 7 b ~ For _~~-~eflrooms
Fluid depth in absorption fielql b~foye te,~sj_ (in.);~ ~. water added (in.):
Fluid dep~ Absorption rate = g.p.d.
Pero~dE-treatment (past 12 months) (Y/N) If yes, give date
D. LIFT STATION
Date installed o) / / q / q ,r- Size iii gallons
Manhole/Access ((~q'q)
High water alarm level at*
Cycles tested _-5
E. SEPARATION DISTANCES
"Pump oW' level at*
SEPARATION DISTANCES FROM WELL ON LOT TO:
· &~pttc-gt~Ading tank on lot / 0 ~
Absorption field on lot / a- S-
Public sewer main
.; On adjacent lots
· On adjacent lots
Public sewer manhole/cleanout
Lift station
dOO
?oo
Sewer/septic service line t~ 6 ? O ,5-
SEPARATION DISTANCES FROM S~am~4~'?~43D'~ TANK ON LOT TO:
t /
Building foundation I ~ Property line J 6 Absorption field
Water mairdservice line
Surface water/drainage /oo q-- Wells on adjacent lots
IOO
Building foundation
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
r/ 3 Water mails'service line
/o0
Surface water . ~ Driveway, parking/vehicle storage area
Curtain drain r,r~--6 to,., ~, ,a Weils on adjaceot lots I 0 o Property. line
F. ENG~ER~S CERTIFICATION
I cert~ that l have determined thru field inspections and review of Municipal reco,~~are
in conJbrmance ~Tfff~ ~ines in effect on this date· ~' ~;~
HAA Fee *
Receipt Number /,~
Rev. 8/95 OSS: baa.wk.doc
Waiver Fee $
Date of Payment
Receipt Number
/ol ¥q
':' DA~E RECEIVED
' iNSPECTiON APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPEOTOR INSPECTOR I NSPEOTO
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF H~ALTH &
825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL PROTECTION
ENVIRONMENTAL SANITATION DIVISION MAR 2 6 1981
Telephone 264-4720
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing.
1, PROPERTY OWNER PHONE
MAILING ADDRESS
PROPERTY RESIDENT (If different from above) PHONE
2. BUYE~
MAILING ADDRESS
3, LE~NG INSTITUTION PHONE
4. R~LTOR/AGENT~ / ~ / I PHONE
MAILING ADDRESS
5. LEGA L~.D ESCR I PTION.-~
7 /7 /5z
TREET LOCATION /~
6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS
[] One ~ Four
~ SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
[] Other
7. WATER SUPPLY
INDIVIDUAL*
[] COMMUNITY
[] PUBLIC UTILITY
* ATTACH WELL LOG. A well log is required for all wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED.
[] PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED,
72-010 (Rev. 6~79)
THIS SIDE FOR OFFICIAL USE ONLY
'l. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
~] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2. WATER SUPPLY
I-] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DA'rE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] INDIVIDUAL/ON -SITE DATE iNSTALLED
[]PUBLIC UTILITY ~r-
Connection Verified
INSTALLER
[]Septic Tank or []Holding Tank
Size: /'~_~ If Tank is homemade SOILS RATING
give dimensions:
TYPF OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCESwELL TO: Septic/Holding Tank Abs6rption Area Sewer Line Nearest__ Lot Line
Absorption Area to nearest Lot Line
"'5. COMMENTS
[~APPROVED FOR Z~~-~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must/acce~mpany certificate)
DATE BY~,~
72-010 (Rev. 6/79)
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received MaY 18, 1976
Time of Inspection
Date of Inspection
REQUEST. FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
Cony.
5-2~76 ThUrs.
Le~ B~chholz
4.
5.
6.
Approval requested by:
Mailing Address:
Property Owner:
Mailing Address:
United Bank of Alaska
Walter A. Collins
Star Route A Box 378-H, 99507
Phone:
Phone:
274-5519 x 38
Legal Description:
Lot 17 Block ~3 Mountain Park Estates. ~2
Location:
Foster Road off De Armoun
Type of facility to be inspected Single Family No. of bedrooms 4
Well Data: Individual
A. Type
Sewage Disposal System:
B. Depth 170'
D. Bacterial Analysis
On-site system
A. Installed August, 1975 B. Installer
C. Septic Tank: 1. Size
D. Seepage Pit: 1. Absorption Area
E. Disposal Field: Total length of lines
Distances:
2. Manufacturer
2. Material
A. Well to: Septic tank
Nearest lot line
B. Foundation to septic tank
, Absorption area
, Other contamination
, Absorption area
, Sewer Lines __
C. Absorption area to nearest lot line
EQ-034 (l/74) Page 1 of two pages
Page-2 of two p~ges - R~'~"st for Approval of-Individual : qer & Water Facilities
'~'~'Legal · ~Desc.ri pt i on
Lot 17 Block 3 Mountain Park Estates #2
Comments
Approved~~% Disapproved Date J~-~6f'7~
Apprg~]~l ~Valid for one year from date signed
Greater Anchorag~-~Ar~a Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 East Tudor Road, Anchorage, Alaska 99504 276-2221
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
1. Type of Inspection:
2. Property Owner: I~]
Mailing Address:
VA
FHA
CONV
(~o~ 37~J- tq ; ~q.~l DayPhone: 27~-5S1'~
3. Name of Buyer:
Mailing Address: Day Phone:
4.NameofLendinglnstitution:U~;~-~-J ~,~ l'~lz~¢,
Mailing Address:
5. Name of Realtor or Agent: ~'~ o~-
Phone:
Mailing Address: Phone:
Legal Description: ~J~c.~ 22 Lo~ FT? ~/J.J. P~e~. ~-~$
L
Type of Facility to be Inspected:
Water Supply
Type of Supply: bU~,~l Public Utility
If Individual, number of dwellings presently served
No. Bdrms.
rlndividual
One.
If Individual, depth of well
Sewage Disposal System
Type of System:
If Individual, date of installation
270
Public Utility
Individual (on-site)
72-003(3/76)