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HomeMy WebLinkAboutFISCHER BLK 1 LT 3B3Fischer
Block 1
Lot 3B3
#015-292-23
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP221108 PID Number: 015-292-23
Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New Q Upgrade
Name
JUSTIN LIBBY
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench R Bed ❑ Mound
Site Address
5110 SPRUCE CREEK CIRCLE *ANCHORAGE, AK
❑ Other
Phone
Bedrooms
Soil Rating
Total depth from original grade
INumberof
907-250-2561
3
*4.0 GPD/SF
6 MAX) Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
SEE DWG. Ft.
Gravel depth beneath pipe
0.52 Ft.
Subdivision Block Lot
FISCHER; BLOCK 1, LOT 3133
Fill added above original grade
SEE DWG. Ft.
Gravel length
12 Ft.
Township Range Section
N/A
Gravel width
12 Ft.
Beds: Number of Lines
3
Distance between lines
4 Ft.
SEPARATION
DISTANCES
0
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
144 Ft2
-
-Ft.
Well
*50'+.
*50'+
5-0`.
25'+
TANK ❑ Septic © S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
GREER TANK 1500 Gal.
Surface Water
*50'+
*50'+
*50'+
Material
Number of compartments
Lot Line
5'+
**0'+
5'+
NA
PLASTIC
2
Foundation1
Q'+
10'+
10'+
LIFT STATION
Manufacturer
Capacity
Remarks *AWWTS **WR#OSV221030
GREER TANK
500 Gal.
Alarm location
REMOTE MONITORING
Electrical installed by
Ca() Seo l C_,
Installer
PIPE MATERIAL House to tank p3034 Tank to D3034
drainfield
A+ HOME SERVICES
Drainfield D3034 Co/MTD3034
Inspector GEG AND MOA
BENCH MARK (Assumed elevation) 100.00 ft
Inspection i5,
dates: 2nd
Location and description
3rd 4m
FRONT DOOR THRESHOLD
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
o4�F �`��p
D
Conditional Approval: Date
o
o �� "� •!� �� O
D ..' .. ..
'
- ---�
0 -
p
� \A Gar ess:�
CE— p
Op��P,
Septic System
Approve Date
/
••..�.�3. 2��• moo
Note: th•s�approval does not include well permit requirements.
#AEccseaD�p0000d��
kr-%cv uoiucu r o)
0
NOTE: PIPE LOCATIONS ARE
SHOWN PER GEG SHOTS
TAKEN WITH LEICA DISTO
S910 LASER DISTANCE
METER. SWING -TIES TO
HOUSE CORNERS WERE
GENERATED IN PUTOCAD.
FISCHER; BLOCK 1, LOT 364
\/
'MT
\ M
OLD TRENCH WAS DECOMMISSIONED/FILLED WITH
MOA FILTER SAND WITHIN 6' OF EXISTING BED
I.. B
50' WELD RADIUS
SAUNA /
/ O
EXISTING 3 F O
BEDROOM HOUSE MH
,SHED
. \
y\ DECK
i
SPRUCE CREEK CIRCLE
NEW DRAINFIELD
DRAINFIELD INSULATED 4" THICK 4' WIDE ON
I CENTER UNDER DRIVEWAY PER CONTRACTOR
GENERAL LOCATION OF OLD LOG
CRIB DECOMMISSIONED PER UPC
PER CONTRACTOR
/-NEW NS 00 TREATMENT POD
0�1 FISCHER; BLOCK 1. LOT 382
N 1500 GALLON HDPE GREER TANK; USED AS STEP
TANK AND RE -CIRCULATION TANK FOR AWWTS
`' /
DF '44
iE.._:v....��".�.'..=s'S.e�ti._a. �isir..i�.i;�C.R.-L...-�a�f ,�S�:c�...FSeau�i3=.r :ir'.._-N.i_w/�}^ �2 �`�.�--3ilc� a::::x(5.-uE'u' �+-a .:._.�.^."ltl •`\
�T �,T �T �T � T *. •• Iii
1� S 1`�l I1`� 1�1 BJP' C �........ 4 ............. .............0
ENGINEERING g SALES � CONSULTING
3701 E. TUDOR ROAD. SUITE 101 -ANCHORAGE. ALASKA' PHONE (907) 337-6179 . W —tBSITE: Nvvv.gamessengineering.mm / •.....(.. ... .i .............
PREPARED FOR:PHONE NUMBER: PAGE NUMBER: ;/ Je ey A. GarIless Lu
JUSTIN LIBBY 907-250-2561 2 OF 3 �#c'%�,.. CE 795 �_�
PROJECT/LEGAL DESCRIPTION: DR BG. •,� �Fv� ? 1 ♦�
FISCHER; BLOCK 1, LOT 363 1 � '"" P�' •
TYPE OF WORK: DATE: LICENSE
��%FE
L
SEPTIC SYSTEM UPGRADE RECORD DRAWINGS 7/5/2022 # ICENS
PERMIT NUMBER:R
OSP221108DRAWING
C R
PARCEL ID NUMBER:
015-292-23
NOTE: PIPE LOCATIONS ARE
SHOWN PER GEG SHOTS
TAKEN WITH LEICA DISTO
S910 LASER DISTANCE
METER. SWING -TIES TO
HOUSE CORNERS WERE
GENERATED IN PUTOCAD.
FISCHER; BLOCK 1, LOT 364
\/
'MT
\ M
OLD TRENCH WAS DECOMMISSIONED/FILLED WITH
MOA FILTER SAND WITHIN 6' OF EXISTING BED
I.. B
50' WELD RADIUS
SAUNA /
/ O
EXISTING 3 F O
BEDROOM HOUSE MH
,SHED
. \
y\ DECK
i
SPRUCE CREEK CIRCLE
NEW DRAINFIELD
DRAINFIELD INSULATED 4" THICK 4' WIDE ON
I CENTER UNDER DRIVEWAY PER CONTRACTOR
GENERAL LOCATION OF OLD LOG
CRIB DECOMMISSIONED PER UPC
PER CONTRACTOR
/-NEW NS 00 TREATMENT POD
0�1 FISCHER; BLOCK 1. LOT 382
N 1500 GALLON HDPE GREER TANK; USED AS STEP
TANK AND RE -CIRCULATION TANK FOR AWWTS
`' /
DF '44
iE.._:v....��".�.'..=s'S.e�ti._a. �isir..i�.i;�C.R.-L...-�a�f ,�S�:c�...FSeau�i3=.r :ir'.._-N.i_w/�}^ �2 �`�.�--3ilc� a::::x(5.-uE'u' �+-a .:._.�.^."ltl •`\
�T �,T �T �T � T *. •• Iii
1� S 1`�l I1`� 1�1 BJP' C �........ 4 ............. .............0
ENGINEERING g SALES � CONSULTING
3701 E. TUDOR ROAD. SUITE 101 -ANCHORAGE. ALASKA' PHONE (907) 337-6179 . W —tBSITE: Nvvv.gamessengineering.mm / •.....(.. ... .i .............
PREPARED FOR:PHONE NUMBER: PAGE NUMBER: ;/ Je ey A. GarIless Lu
JUSTIN LIBBY 907-250-2561 2 OF 3 �#c'%�,.. CE 795 �_�
PROJECT/LEGAL DESCRIPTION: DR BG. •,� �Fv� ? 1 ♦�
FISCHER; BLOCK 1, LOT 363 1 � '"" P�' •
TYPE OF WORK: DATE: LICENSE
��%FE
L
SEPTIC SYSTEM UPGRADE RECORD DRAWINGS 7/5/2022 # ICENS
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
On -Site Wastewater Disposal System Permit
Permit Number: OSP221108 Effective Date:
Work Type: Septic Upgrade Expiration Date:
Tax Code Number: 01529223000
Site Legal Address: F/SCHERBLN 1 L 383 G:2537
Site Mailing Address: 511OSPRUCE CREEK C|R.Anchorage
Owner: UBBYJUSTIN CHRISTOPHER Lot Size in Sq Ft:
Design Engineer: GARNESSENGINEERING GROUP LTD Total Bedrooms:
This permit is for the construction of:
11531
R1 Disposal Field ZSeptic Tank ElHolding Tank El Privy El Private Well OWater Storage
All umnstu/otkxn 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)
. The wastewater `~~~ requires ^inspections during ^''^^'"^=a""''. The engineer shall notify the Development
Services Department per AMC 15.S5.Provide notification bycalling (QO7)343'7QO4(24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall baeither:
a. Openedand Closed onthe same day, ur
b. Covered, sealed, and heated tuprevent freezing
Received
Issued By
9
Municipality of Anchorage
C,k� --
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * VARIANCE/WAIVER REVIEW
Waiver#: OSV221030 COSA#: Permit#:OSP221108
PID#: 015-292-23
Legal Description: FISCHER BILK 1 LT 3B3
Engineer: Garness Engineering Group
Your request for a waiver of the required 10 feet horizontal separation from the absorption field to
the property line has been approved. The approved separation distance is 0.0 feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
............................................... ■ ............................. ■ 1
Waiver is Granted: X
Waiver is not Granted:
Date: 23 ZZ Approved by:
Name of Reviewgrr
.......................................................... WOrl ■ ................ ■ .
**** VARIAN C E/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Development Services Department y. Phone: 907-343-7904
On -Site Water & Wastewater Section Fax.- 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-292-23
Property owner(s) JUSTIN & KATIE LIBBY Day phone 250-2561
Mailing address 5110 SPRUCE CREEK CIRCLE *ANCHORAGE, AK 99507
Site address 5110 SPRUCE CREEK CIRCLE *ANCHORAGE, AK 99507
Legal description (Sub'd., Block & Lot) FISCHER; BLOCK 1, LOT 3133
Legal --
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
(Z all that apply)
Absorption'Field °
F
Initial ❑
Septic Tank
❑
Upgrade
Holding Tank
❑
Renewal ❑
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
TYPE OF DWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D)
Multiple Dwellings
(SF and/or D)
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signa ure of property owner or auth` ized agent)
Permit/Rush Fees:15cl 5�
Date of Payment: S_3- Z�Z2
Receipt Number: O l q6, 4
Permit No. _ 0_e,/922 / /01
Waiver Fees: 0225
Date of Payment: EZ1q1-,7
Receipt Number: D005 G
Waiver No. 05 U? --Z- 1030
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Clie nt Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221108, Deb Wockenfuss, 05/23/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221108, Deb Wockenfuss, 05/23/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221108, Deb Wockenfuss, 05/23/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221108, Deb Wockenfuss, 05/23/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221108, Deb Wockenfuss, 05/23/22
aerial Test Reporlit
Client: Gayness Engineering Group Ltd.
3701 East Tudor Rd.
Anchorage, AK, 99507
Project: 2022 Testing
Alaska Testlab - Anchorage
4040 8 Street, Suite 102
Anchorage, AK 99503
Phone: 907-205-1987
Fax: 907-782-4409
info@alaskatestiab.com
Report No: MAT:22-0401-S01
Issue No: 1
Project Code: 220453 The results contained below pertain only to the items tested below. This report should not be
reproduced, except in full, without the prlorwritlen approval of Alaska Testlab or the agency.
CC: david Gamess
Maria Kampsen
Reviewed By: Maria E Kampsen
Title: Senior Engineer
Date: 4/12/2022
Sample Details
Other Test Results
Distribution
20
Sample ID 22-0401-S01
Description
Method
Result Limits
Client Sample ID Fischer Blk. 1 L3B3
Group Symbol (based on visu"anual procedures)
ASTM D 2488
SP
General Location 8 Feet
Group Name Poorly
graded sand
with gravel
Method
ASTM D6913
A
Preparation Method
100 ___
Oven Dry
_.
Composite Sieving?
Yes
I
I
Separating Sieve(s)
No. 4
Fractional Mass Retained (%)
0.00
90
Cu
ASTM D2487
8.90
Cc
0.63
Date Tested
4/12/2022
Particle
100
Size
60
Distribution
20
MITI
6
Diameter
2
600
200
pm
100
Method: ASTM D6913
Drying By: Oven
50 Date Tested: 4/12/2022
I Tested By: John Platt
100 ___
_.
i_
I
I
90
i
Sieve Size % Passing Limits
?
3in 100
80
2in 100
i
1 %, in 100
11
lin 95
70.
1/4in 89
to
I
I
'Wn 80
>, 60 ...._
.----
_.___
_._
.___
_ .
__.__ _i
_ _
_ ____..
_..__..
._._-.
__
3/8in 74
;a
i
No.4 61.4
No.10 45
a50 _.__
__.-
.--_. _ _-
_ _I.
_ __
_. -
---.._ __..
___ ___ __
__.. _
_ _ _.._. _
__
__ _ ..
_ .._..
_. _ ., No.20 21
a)
�___
No.40 7
40
--
!
IIII -
- ._..
_.
-
No.60 3
{
No.100 2
li
No.200 2
20
10
_
-
II
-
_
o
Sieve Size 3"
2"
V
1/2"
#4
#10
#20
#40
#60
#100
#200
Comments" _
Sample Size Does Not Meet ASTM Requirements
Soil Classification of Fines (4200) in Sieve Analyses Assumed Unless Verified by Additional Testing
ATL
M-aterial Test Report
Client: Garness Engineering Group Ltd. Project Code: 220453
3701 East Tudor Rd. CC: david Gamess
Anchorage, AK, 99507 Maria Kampsen
Project: 2022 Testing
Sample Details
Sample ID 22 -0401 -SO2
Client Sample ID Fischer Blk. 1 1-3133
General Location 14 Feet
Alaska Testlab - Anchorage
4040 B Street, Suite 102
Anchorage, AK 99503
_Phone: 907-205-1987_
Fax: 907-7824409
info@alaskatesUab,com
Report No:iMAT:22-0401-S02
Issue No: 1.
The results contained below pertain only to the items tested below. This reporl should not be
reproduced, except In full, without the pdorwdllen approval of Alaska Tesllab or the agency.
Reviewed By: Maria E Kampsen
Title: Senior Engineer
Date: 4/12/2022
Other Test Results
Size
so
Description
Method Result Limits
Group Code
ASTM D2487 ML
Group Name
Silt with sand
Liquid Limit
0
Plasticity Index
0
Method
ASTM D6913 A
Preparation Method
Oven Dry
Composite Sieving?
Yes
Separating Sieve(s)
No. 4
Fractional Mass Retained (%)
0.00
Cu
ASTM D2487
CC
Particle
100
Size
so
Distribution
zo
mm
s
Diameter
z sao
200
Nm
100
Method: ASTM D6913
50 Drying By: Oven
Date Tested: 4/12/2022
—I Tested By: John Platt
i
100
90 -
-.__.
I
-_-�.
I
!
_ _.
_ _
__... Sieve Size % Passing Limits
3in 100
2in 100
1'/in 100
1
lin 99
70 _._
.__._
..
-------
--- -- _ .
_ _ __.
__ _ __ ..
_ _ '/ain 98
E'/zin
97
f
E
�^ 60 ------
-
I 3/8in 95
Q
-
No.4 90.3
No.10 88
m50 ._.__
___
_ .
__._.
_._
._-._- _
---__-
... _ _-_ ____-_- _-.___
..____ __.
-_-._.._._
._.-__ No.20 85
m
No.40 83
40 ... _
____
.._
._ __
_
_ __. __ .
______._
-___ _-__ ______. ____.._..__!_
_.______._
-_._._ No.60 80
8
No.100 76
a30
No.200 71
. __
__-._
_ _
_._...-
._-_
_-__ --
____.
_... ___ _._.__
10 --
----
—
- -
- - -
- -- - ---- -- - — --- —
—
—
o___
_ l____.-
.__
Sieve Size 3"
2"
V
1/2"
#4
#10 #20 #40
#60 #100
#200
Comments-,
Soil Classification of Fines (4200) in Sieve Analyses Assumed unless Verified by Additional Testing
No Plasticity Index Test Performed
a
Lot 364
_ COOP
Cl .
1.5' LEMT-TO
Lot 4C--2
10' UTILITY EASEMENT -
E
SAUNA
SEPTIC PIPE
GRAVEL'
1
LEVEL
RESIDENCE
WITH WALKOUT
BASEMENT
a. SHED,
'a.
r0
'a• DECK WITH
CARPORT
j�BELOW
Lot
11,531 s.f.
rCHAIN-LINK FENCE GRAVED
Co'
ST'
WELL
10 ' PRO CTIVE N
PORCHT4.0'
Lot 382
-WOODEN.FENCE
r
N 89-53145-W .• 5.00' } '
x t4
104fh AVENUE
OTE: GRAVEL LOCATIONS ARE
NAPPROXIMATE DUE TO SNOW COVER.
MORTGAGE SURVEY X SCALE I" = 30' GRID SW 2537 Project No. 21-6991A1
pp 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang it H S S o C 1 a f e S, I n C. (907) 522-6476 Phone
(907) 522-4625 Fax Q F A
Professional Land Surveyors kenaiongsurvey.com d .......
jonothen@longsurvey.com �'� .•'
I hereby certify that i have surveyed the following described property:
LOT 363, BLOCK 1, FISCHER SUBDIVISION (Plat No. 70-170)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey Is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any inaccuracies
that a subsequent boundary survey may disclose. The information contained hereon shall
not be used to establish any fence, structure, or other improvements.
Dated this the r k Day of 0,22be)`z _L at Anchorage, Alaska
It Is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plot.
M.UNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS) MAINTENANCE. AND R-T.,PAIR. AGREEMENT. herein the "A(3REEMENT" made and
entered into as of this 2— Day of of 20-.,?- 7.--, by and bet-%Accn
herein Lhe"OWNER_" and the Municipality of
Anchoraoe, herein the "N, 'Nic,11"ALITY". in accordance with Anchorage Municipal Code
(ANIQ 15.65.365- In consideration of the mutual covenants contained herein, the parties to tills
ALYreement at)ree as foliows:
1. Advanced WastewaterTreatment, Systems. The Municipali-
ty, grants permission to the
OwjlLr to utilize and operate an Advanced, Wastesvatcr Treatment Systern (AWWTS'),
described as 0XVANI-Cl
located at (le -al description)
5P,rVLC l
Cc_t,� C, (AL
2. Maintenance. Repairs and Alterations.
(Owner is required to read, understand and initial each section)
<��Throuhout tile term of this Agreement- the Owner shall enter into a service agreement
with an Aww,r,,-) service and maintenance provider approved by the klurucipality or the
manuilictureCs representative. The AWWTS shall be maintained in a.satistactory
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 tern) of this Agreement to pay for all
repair(s), maintenance- adjustment(s), replacement costs. and inspection costs. This
includes an annual maintenance fisc (typically $400 to S600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the inanullacturer's representative will inspect and make any necessary maintenance,
—repairs or permitted alterations to the system.
Owner acknowtedoes that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05118/2018) Page I of3
Owner acknowledges that the Municipality may request records of maintenance and
repairs froill, the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.0310.
O,,vncr agrees to grant tile Municipality reasonable access to test and inspect the
AWWTS. TheiMunicipality will give at. least 24-hour notice.
Owner agrees that any sale or transfier of title of tile property will not Occur without a nevv
Certificate ol'On-Site Systems Approval.
Owner agrees that the AWW-l',-)' installation and maintenance requirements as provided
by the AIVNVI'S vendor/installer and approved by the Municipality are the aoverilim,
I - -
guidelines for the construction,, iiiaintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring
S_ , of the AWWT, S asTequired by the
AWWTS approval.
3_ Term. The term of this Agreet-fient ,hall begin on the date of approval by the
Municipality to operate the installed s
I ystcin, or upon transfer oftitle, and shall continue
w-hile the AWW'fS is operational or until title is trans] -erred.
4. Nonwaiver. The failure ol"the Municipality atany time to enforce a provision of this
Agreement shall in, no way constitute a waiver of(he provisions, nor in any Nvay affect
the validity of the Agreement or any part hereof, or the right of tile Municipality
thereafter to enfiorce every provision hereof.
5. Amendment. This Agrceinent shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to arnend, this agreement by either an
unauthorized -representative or- unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court fior tile Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall opverri the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court ofcornpetent
jurisdiction shall not invalidate the remaining provisions of tile Acyreernent.
C�
(rev. 05,118/2018) Page 2 ot'3
Z=
9
Date: 5-- 2- - 2 -Z--
print name)
STATE OF ALASKA
z Z
)ss.
I'll I RD JUDICIAL DISTRICT
The foregoing instatment was acknoyvledged before me this day of 04?61
20U, by
NOTARY PUBLIC FOR ALASKA.'
My Conui-dssion expires:
MUNICIPALITY!
:
By: (slgmature)
ZL�(print name)
(rev. 05/18.1-2018)
Date: -z_
Title:
Pate 3 of 3
NAMEg�_.�
LOCATION
SEPTIC TANK:
DISTANCE
FROM WELL —
MUNICIPALITY OF ANCHORAGE
Heal^~and Environmental Prote�n
Fourth Floor West
825 L Street
Anchorage, Alaska 99501
279-2511, x 224, 225
VPe�:��PE
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADD
C X,S le .YG-
MANUFACTURER
PHONE
LEGAL DESCRIPTION—.4_3-C2
NUMBER OF
MATF RIAL _—__ __ _COMPARTMENTS
INSIDE LENGTH INSIOL WIDTH--_-, - , LIQUID DL -PTH ____ LIQUID CAPACITY GALLONS.
TILE DRAIN FIELD:
//AA / TOTAL LENGTH
LG
DISTANCE f"ROM WELL =C:Y_ FOUNDATION �Q NC AREST LOT LINE -_"__.--pF LINE _40�
A of Lines DISTANCE BETWEEN LINES Jl'LA TRENCH WIIICTIZZ-4— IN. TOTAL EFFECTIVE
ABSORPTION AREA / O SQ. 1 T. LENGTH OF EACH LINE AD
ULPTII OF FILTERC� L/
DEPTH: TOP OF TILE TO FINISH GRADE _/ MATE RIAL BENEATH TILE —6_' *:!(413OVE TILE _,C_IN.
SEEPAGE PIT:
DIAMETER _OR WIDTH_, LENGTH_, DEPTH
Log Crib _Rings_ Crib Size: DIAMETER__UEPTH_ DISTANCE FROM: WELL
70TA.L EFFECTIVE
BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT.
Well }
Class Depth:
Well istance To: Lot Line _ 1
Bldg: Sewer Line: i -
Pipe Mater als:
9 of Bedrooms: I 1
Installer:
Remarks:
I
i.
I
#t
4
DAT
i
!
i-
1.
-i
i
, l ! v
DAT
f'7 U r-1 1 1-:;1 F r L— 1 l `r' 1J 1= Fi r-a l_;. H Cl Fc H ti lE /I � A(K.
DEPHRIMENI U tHLlH HND ENV1RUNMENIHL Fr-�EIl1Uri I
Bqua [C1L1
25 ' L' S 1 kEEI , HUH
NCHHGE, HK. yvSU�
• 27y-2511 ag
t_1 r+l — L: 1 _.1' LE. L W L�— Fes: lJ 1=' 1-ii 1 wc:"L] F� 1=' 1=1a: M 1-11.�—
PERM 11 NO. ( l ltt6U )
HPPLIUHfTl LUCKE EXC. BOX SRH 1121—L 544-2625
LUUHIIUN SHKUGE LK.
LEUHL LUT 3B3 BLUCK 1 FISCHER SOUL). LUT SIZE llb:Sl SOUHkE FEET
TYPE OF SOIL HBSURBILUN SYSIEPI IS: TRENCH
MHXIMUM NUMBER OF BEDkUUP1S = 3 SU1L kH11NU (SO FI/BK)= TUU
THE REUUIRED SIZE OF THE SU1L HBSUKPIIUN SYSILPI IS:
L]LIJ-1"H= 1:2 L_Lr-aLi"1-H= Gk_% 1i►;;:F=1kfL=L L]LIJ-1"H= :
THE LENGIH UIMENSIUN 1S THE LENGTH (1N FEET) OF THE IRENCH OR DP,HINFIELU.
THE DEPIH OF H IREfUUH OR P11 1S THE DISIHNCE BETWEEN THE SURFACE OF THE
LiRUUND HND 'THE BU11UM OF THE EXCHVHIIUN (1N FEET).
THERE 1S NU SET W1DIH FUN TRENCHES.
THE UKHVEL DEPIH 1S THE MINIMUM DEPIH OF URHVEL BETWEEN THE OUIFHLL PIPE
HND THE BUIIUM OF THE EXCHVHIIU14 (1N FEET).
I -"Cr Ir."t_iL FJL—Hr-+-o tj1—''1' 11.:_tr-d
H PHCKHGE PLHNI PINY BE INSIHLLEU Hf THE PERMIIIEE'S UPTIUN SUBJECT TO THE
•FOLLUWINU UUND111UNS:
1. ETT HEM. H L:LHSS 1 ON II f15F HPPKUVED PLHPJ I PINY HE 1 NS 1 HLLED.
2. H UUNIINUUUS MHINIENHr-4UE HGKEEPIENI 1S kEWU1kED. 1F H P1HINIENHNCE
HGkEEPIENI 1S NOT KEPI CURRENT YOU MHY BE REOUIRED 10 ENLHRUE THE SOIL
HBSOKPIIUr4 SYSIEM HNU/UR YOU MHY BE SU61JEU1 TU PROSECUTION.
----------------------------------------
--- `l,L4cl C ;�i: ] f{L c4LJ 1 1,;zLEL] ---
BHCKF1LL1NG OF HNY SYSTEM 1411HUUT F1NHL Ir9' PEL'IIUrJ FIND HPPKUVHL BY [HIS
DEPHKIMENI WILL BE SUBJECT TO PROSECUIIUN.
M1N1MUP1 UISIHNCE BEIWEEN H WELL HNU HNY UN -SITE SEWHGE VISPOSHL SYSIEM 1S
TUU FEET FUR H Pk1VHIL WELL ON 2UU FEET FUR H PUBLIC: WELL.
UIHEk kEUU1kEP1EPJIS MHY HPPLY. SPECIFIC:HTIUNS HND CUNS'IRUCIlUN DIHGRHPIS NNE
HVHILHBLE TO I14SURE PRUPEk INSIHLLHIlUfl.
11 ov�!r i l 1' 1=X1=' 1 1 t=om L>L�-C:L r'1Li: f=1,;:! ::I' -1L r
1 CEKIIFY IHHI
1: 1 HM FHMILIHP. WITH THE KELlU1KEP1Ef415 FUN UN -SITE SEI•JEKS FIND WELLS HS SEI
FUKIH BY IHE P1UN1C1PHL11Y OF HNCHUKHUE.
2: 1 WILL 1NSIHLL THE SYSIEM 1N HCCUKUHrICE WITH THE UUDES.
S: 1 UNDEKSIHMD IHH1 THE UN-STIE SEWER SYS1EN PINY REUU1KE ENLHRUEMENI IF THE
RESIDENCE 1S REPIUDELED TO 1NUULUDE MUHL IHHrJ S BEDROOMS.
S1UNL-D
1CHN1 LUCKS EXC.
r
ISSUED t:4'_ P_UH 1 E___L_=
F Cfl�Q GRErrR ANCHORAGE AREA BOF'-*"JGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME AEDEA-C"I COW3r- MAILING ADDRESS /d0/ E 53PHONE 34/0. JV6 38'
LOCATION SP/LULE &rd Gi,?dtr LEGAL DESCRIPTION .3 63, R&/ FiSef/E1e
O
SEPTIC TANK:
DISTANCE / STg !t CILLI /�.0/1 NUMBER OF
FROM WELL MANUFACTURER MATERIAL 9 COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY X6.0 GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER OR WIDTH d' LENGTH! DEPTH
/f
LINING MATERIAL1s S [ � CRIB 512E: DIAMETER —DEPTH--L
DISTANCE FROM: WELL /4"0 .
µ / TOTAL EFFECTIVE
BUILDING FOUNDATION � , NEAREST LOT LINE /2' . ABSORPTION AREA (WALL AREA) 39� SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE =NOid. CONSTRUCTION 6" ZJ'p/ttc0 DEPTH
DISTANCE FROM:
BUILDING FOUNDATION dO /t, LOT LINE NEAREST /[, SEWERST SEPTICLINE�f TANK //0 SEEPAG, SYSTEM
/cc, /V6
CESSPOOL
APPROVED
DISTANCES:
OTHER SOURCES
t' DISAPPROVED
INSTALLED BY:
GcAue� E',ccAJ•
PIPE MATERIAL: (?4fr SA-eA/
LOT SLOPE:
REMARKS:
Form No. EQ -031
REMARKS
UIHUttMm Ur
Kt
3 ROA,I
0 � N
ir
1
Wept
DATE -%-3- 7'r/ APPROVED 4�
G.A.A.B.
/ I
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330"Crr STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4591 /
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
NAME OF APPLICANT 65LerA/J PEPERS04/ &4/JT MAILING ADDRESS /6f0/ E S'j� PHONE
INSTALLATION LOCATION
LEGAL DESCRIPTION - LoT 3f33 /J'LQG.c / /r/ SCA/ --7L 5'�„o
INSTALLATION OF: SEPTIC TANK ✓ SEEPAGE PIT DRAIN FIELD OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED 3 .EPA, -t S,,Al;cLE x7i y
FINANCED THROUGH TO BE INSTALLED BY /L• 6-< C'40'
SOIL TEST RESULTS c NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED Su H 7'L
R/T /2/X /3/ x b / Vo/d
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.
SEPTIC TANK SIZE / TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES. REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT � � DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL /S -/
SEPTIC TANK SEEPAGE PIT / DRAIN FIELD
�J. aW-
TO NEAREST LOT LINE.
IJP WELL TO SEPTIC TANK /� / SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS. /L/0
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEEPAGE PIT
SEPTIC TANK, /0-0 SEEPAGE PIT /ov/ DRAIN FIELD /may
TO RIVER, LAKE. STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION S FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-96 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE '7 �� %!/ APPLICANT'S SIGNATURE
FORM NO. EO -014
f ona zuCL•Ion E7csE .i'^% /ZX x.6,
r " + "one test it worth • thousand opinlone
0020 TUDOR ROAD. ANCHORAOa. ALASKA 00007 • TeLerMowe 232-0472
:Performed For Eldon Pedderson Date Performed 4 -11 -?4
Lepal Description: Lot FziA Block,1 Subdivision r
This Form Renorts Soils Log yes Percolation Test
Oeoth
Feet Soil Characteristics
Overburden
3 Coarse: ravel.dlighily silty
R Grad d..GP-GM +'ti(100)
lu
7 -�
' A �. ..
10
Bottom of Test• Pi -t minus 10 ft.•
Was..Cround Water Encountered? No
If Yes, At what Depth?
MM021 MTJP.Ifi
�r•..��tttttttt��1•
Readinq Date
Gross Time Net Time Depth to H2O Net Oroo'
R.rcolation Rate Hinute
Proposed Insta ation: Seenace Pit' yes Drain Field
Deoth of Inlet Depth To Bottom Of -Pit Or Trench
V.TS: 10Q 'n,ftdrninn�r area renuired per hedroom
tr^ hAArnnit er wacor table to minus 10 ft.
"25't Performed ByData Certified By: Construction To.
a onager Date: -4-11-74
r . r �1 . � .. • go+tRa aay.v'
e ...r •'n r.t }y 4. e �` S 1 2"-, 'i.4' .,5,E?: i 't�+fd..zj•' iF
DIULUNGI im I
P. O. Box 4-1224 '�• 1310C Internat"I A rport Rad
4 ' ' (907) 274.4611 i
_ ANCHORAGE, ALASKA 509 r ` f'�'
nt
DRILUNG LOG
• i
Poddrson Construction f Dom a
Uae of Well
7LLocation (address of: Township, Range, Section, If known; or distance main roar z7:
.L+ Lia Blk 3a Fishasr Sub, Our Rd b plat
6 2 264:e,
�• Size of casing epth of Hole 75 feet Cased to feet ` r`
_
Static water level 245 ft (abSo IY ow) land surface.: Fini of well (check one) open and
t Screen ( ); Perforated ,(•:iIt �f, �`
None R .I�kT+nlw
Describe screen or perforation L _
f Well pumping test at V
of drawdown from static
' Date of completion LL
r ti
' Depth to feet from
ground surface
0TO 2
r'.•' 2 -TOJ 8-ndy Cobt
�Y7 To 8
• _�
To ---IF
;..�; 1to TO 20C
TO 21�
210 TO 215
'r
,o:
1K .. TO 2js6
.
F
2 36
245TO 265
TO
:. TO
w TO
(minute) for 1 tours with 100°1 ff
WELL LOG ' . �» ..::-_;_•
Give details of formations penetrated, size of material, color and hardness
.Ips an ce . . . . .
tlattld iRC
. ` Ti
Sand vo +A..
11 Yr
:ir=''`'`v��c r g
=nail • Oravel t'•• silty •• ' .k;�n,:>'
Clev
Small Gratelt silty
;,amull Grovels o-ndy/silty. �wster saturated—no head
Water Gravels slirht" anndy, Food saturation
3—CONTRACTOR
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4.28
Forge Engineering
7/23/24
N/A
N/A N/A
N/A
2
Plastic
Benjamin Schiller, P.E.
(907) 522-7773
ARM Septic Services, LLC
Maintenance Checklist: Advanced Treatment System
Operational Checklist: Advanced Treatment System
Legal Description:
Street Address: 5& S 'CUL 4, ( C�-C.12.
Service provided on: Date: 3 f- L-- -Ti^me:
Service provided by: Company: 'tl�" _ Technician:4__,C--1n
Date of last service:
By: You Other.
1. Type of Aerocell Treatment System:
Cat II -AeroCell Treatment System
Cat III -AeroCell Treatment System
2. Conditions at media filter: acceptable ❑ Unacceptable
a. Evaluate presence of odor within 10 ft of perimeter of system:
None ❑ Mill ❑ Strong ❑ Chemical ❑ Sour
b. Source of odor, if present:
3. Manhole Risers and Pipe Caps:Acceptable ❑ Unacceptable
a. Cover/s intact: 'Yes ❑ Nit
b. Method of securing cover: _? C (r—
c. Insulation present on all lids? Yes ❑ No
d. Any plumbing leaks or water intrusion: ❑ Yes V'No
e. Surface water/infiltration into components: ❑ Yes K_1Ko
4. Venting/Air supply: Acceptable ❑ Unacceptable
a. Air supply unit operating properly. 5,Yes ❑ No
b. Venting appears operable. V Yes ❑ No
5. Media surface: (acceptable
❑ Unacceptable
1QNo
a.
Biomat on surface.
❑ Yes
b.
Uniform spray pattern.
B -Yes
❑ No
d.
Ponding in/on media.
❑Yes
;�No
e.
Plugging/clogging of nozzles.
❑ Yes
S No
f.
Media appears to be settling.
❑ Yes
allo
g.
Appropriate maintenance performed. �s
❑ No
h.
Pest activity at surface.
❑ Yes
L No
6. Effluent quality
a.
Effluent odor after passing through
media filter:e
b.
Effluent color after passing through media filter:
Clear
❑ Mild ❑ Strong
❑ Brown ❑ Black
En/InNt{eY Wratr•rr 9eiuttana .
17933 Old Glenn Highway *Chugiak, AK 99567
office/fax: (907) 688-9433 Email: ARMServicesAK@outlook.com (PAGE 1 of 3)
ARM Septic Services, LLC
7. Tasks for recirculating/discharge flows: Acceptable ❑ Unacceptable
Q. If applicable, Jandy valve functioning, ❑ Yes ❑ No nN/A
b. If applicable, Jandy Valve basin dry: ❑ Yes ❑ No N/A
c. Cleaned collection system in Aerocell unit: ❑ Yes ❑ No Not Necessary
d. Design recirculation ratio: 80 : 20
e. Actual recirculation ratio (Estimated): 6g : L70
8. Pump System: -Acceptable ❑Unacceptable
a. Control panel in Auto: VYes ❑ No
b. Timer settings IFS Panel (No Override timer): N -Yes
ON: OFF: 2 n
Override ON: Override OFF: /A
c. Floats in correct placement: ❑ Yes ❑ No
d. Floats working properly: ❑ Yes ❑ No
e. High water alarm operational.- ❑ Yes ❑ No
f. High water alarm count:
g. Pump Run Counts: !$3 12
h. Pump Run Time: G(L- 6 -7
i. Float Error Counts: KL ❑ N/A
j. Total Override Counts: ❑ N/A
k. Effluent Filter serviced: DkYes ❑ No
I. Tank lids secured after inspection: RYes ❑ No
m. Weep hole functional: 137es ❑ No
9. Primary Tank: �Acoeptable ❑Unacceptable
a.
Sludge and scum level checked: L'Yes
❑ No
b.
Sludge/Scum levels: 1st: t V 2nd: (1c' 3rd:
c.
Tank needs to be pumped: ❑ Yes
"4N0
d.
Water softener backwash discharging on system? ❑ Yes
❑ No
e.
How many people live on the system?: 3
f.
Tank lids/caps secured after inspection: Yes
❑ No
g.
Last Date Tank pumped: kkc( Z0L1111
10. Drainfield:
a. Type of Drainfield (circle one): 63w 5 -wide Deep Trench
b. Design Effective depth: G ' ch eet
c. Checked Liquid Levels in Drainfield: RfYeS ❑ No
MT#1 Liquid Level: 1 Inches
MT42 Liquid Level: (/,6 Inches
MT#3 Liquid Level: Inches
MT#4 Liquid Level: (U Inches
d. Is there any surfacing effluent?: ❑ Yes �-C�o
17933 Old Glenn Highway *Chugiak, AK 99567
office/fax: (907) 688-9433 Email: ARMServicesAK@outlook.com (PAGE 2 of 3)
ARM Septic Services, LLC
11. Is the remote monitoring system functioning? (if no, describe in comments) ❑ Ye
se
a. Type of Monitoring system -.D bh-r�- k(�"- r
b. Phone line working? ❑ Yes ❑ No kN/A
12. Does this system receive an advisory notice/warning? (if so, describe in comments) ❑Yes Nn -Io
13. Is the system in satisfactory condition/pass inspection? (if no, describe in comments) r�s ❑ No
Other Comments:
Z2 u Ce
Service Provider: / Date: 1
17933 Olnn Highway *Chugiak, AK 99567
office/fax: (907) 68 -9433 Email: ARMServicesAKCoutlook.com (PAGE 3 of 3)
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Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the tine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
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 construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring 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
unauthorized representative or unauthorized means shall be 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
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• '� Municipality of Anchorage
On -Site Water and Wastewater Program _.
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I. D.015-292-23
1. GENERAL INFORMATION:
Expiration Date: H-40 — 2Z
Complete legal description FISCHER; BLOCK 1, LOT 3133
Location (site address) 5110 SPRUCE CREEK CIRCLE *ANCHORAGE AK
Current Property owner(s) JUSTIN LIBBY Day phone 907- ZSb— 25161
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
3
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:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date:
COSA Fee $-18-0 Waiver Fee $
Date of Payment <�y �Zu;'�
Receipt Number Q),b y 6 6
COSA # 05C),1ISW
Date of Payment
Receipt Number
Waiver #
m,
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: Garness Engineering 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:y 1 ��
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 o�oov�0,
industry practices. The reported results describe the condition of the system/s on the date/s of the o� V
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or o i��..• �'h
encroachments may exist that were not identified during the evaluation. The operational life of all wells �� Q .• _ '•��:ri
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 �: � rJ
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
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 '• r ss.:
can be installed on the property in the event either of the current systems fail to perform adequately in ' . CE --957
the future. The content of this report is for the sole benefit of the person/party that retained GEG to id'
perform the evaluation. Reliance upon the information provided in this report by any other person or^evparty S100d
including subsequent property purchasers) is not authorized, nor will it confer any legal right 1L�if S
whatsoever.
#AECC884
6. DSD IGNATURE
System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the following stipulations:
Original Certificate Date: -Z 6
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.
7. ATTACHMENTS:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
-04
Legal Description: FISCHER; BLOCK 1, LOT 3133
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 6/11/74
Total depth 265 ft
Cased to 264 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 11/2/21
Static water level at beginning of test 231.9 ft.
Comments
� vim
B. TANK DATA
��pslxz_
Age of tank(s) NE ea s
Tank type/material P'Asrlc ��p ` `�
Measured operating fluid level in septic tank
❑ Standpipes/foundation cleanout per record drawing
Date of pumping N/A
D. ABSORPTION FIELD DATA
Which system tested (date installed) 6/2022
❑ ALL standpipes present per record drawing
Total measured depth from grade 6.2 ft (max)
Measured depth to pipe invert from grade 5.2 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
VZP
Parcel ID: 015-292-23
Structure served by this system
Well production at time of test 7.5+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes ❑ No
19/coliform bacteria is Negative
Nitrate L/. 21' mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L Q_<rsenic less than MRL (ND)
Collected by GEG
Date of Sample 6/29/22
C. LIFT STATION
❑ Required maintenance completed
Age of lift station NEW years
Lift station material PLASTIC
Comments:
Adequacy test date N/A
Results ❑✓ Pass For 3 bedrooms
Fluid depth prior to test in
Water added - gal
New depth in
Elapsed time - min
❑ Code -required soil cover over field
Final fluid depth - in
❑ System presoaked Absorption rate 450+ and
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A
date of test)
Gallons introduced N/A gallons If yes, enter date
Comments/Deficiencies: THIS IS A NEW DRAINFIELD AND STEP TANK. RECORD DRAWINGS WERE SUBMITTED WITH THE COSA
COSA Checklist yellow sheet
W
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
El
*50'+
Community Sewer Manhole/Cleanout > 100'
❑ Yes
if No
ft
0 Yes
if No ft
Neighboring Tank > 100' ❑✓ 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'
❑ Yes if No *50'+ ft
Water Main > 10'
Animal Containment > 50' ❑✓ Yes
if No ft
0 Yes
if No
ft
Yes if No ft
Water Service Line > 10'
Yes
if No
Manure/Animal Excreta Storage > 100'
If septic tank is under driveway comment below
Community Sewer Main > 75' LE Yes
if No
ft
❑✓ Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
_
El
Yes
if No
ft
Surface Water > 100'
_
*50'+
El if No ft
Property Line > 5'
0
Yes
if No
ft
Wells on Adjacent Lots:
ft
Absorption Field > 5'
0
Yes
if No
ft
Private Wells > 100'
❑ Yes if No *50'+ ft
Water Main > 10'
Q
Yes
if No
ft
Community Wells > 200'✓❑
Yes if No ft
Water Service Line > 10'
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'
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
Q Yes
if No
ft
Private Wells > 100' El*50'+ Yes if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200' El Yes if No ft
Surface Water > 100'
❑ Yes
if No
*50'+ ft
F. ENGINEER'S COMMENTS
*AWWTS **WR#OSV221030
G. ENGINEER'S CERTIFICATION o� OF�
o _
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with p
MOA COSA guidelines in effect on this date.
Ver. .
9 J �Gor,} Ss:
Qa E-79 3 e8 �
o4��PrP�,. V�Z+�
COSA Checklist yellow sheet 40 Pro f e s sio�°o
#AECC884 400�000�d
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 ToDay of of 20 �4, by and between
herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants pennission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (.AWWTS),
described as
located at (legal description)
Z33
2. Maintenance, Repairs 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).
A 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 the potential
failure of the system, which could include sewage backup and costly :repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
3
E
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least/24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
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 of the AWWTS as required by the
AWWTS approval.
Term. The tern 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.
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
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Lay. 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
OV
S TATE-0-F-7tL-AS-1,tA1T,
THIRD JUDICIAL DISTRICT ) ss.
C)
Date:
,.* %Lee
The foregoing instrument was acknowledged before me this,,` day of : zh.;. 291
byL
< < j
a'i ilk„
NOTARY PUBLIC FOR A-L—A-SK77AP'?
My Commission expires:
MUNICIPALITY:
By: (signature)
(print name)
(rev. 051118/2018)
Date: U 16 `2Z
Title:
Page 3 of 3
Lot 4C--2
10' UTILITY EASEMENT -
Z
O
0
Lot 3B4
SEPTIC PIPES
590 + •0.
1.5 LEAN—TO
f ,SAUNA y \ c
BI -LEVEL
RESIDENCE
WITH WALKOUT o•
BASEMENT
100' PROTECTIVE RADIUS
3'45"W 75.00' +
104th AVENUE
--r- - -
SPRUCE
CREEK
CIRCLE
I
PIPE /�� ' MANHOLES
Cb•
d.FENCE
Lot 3B2
PLOT PLAN AS BUiLT X SCALE 1 " = 301 GRID SW 2537 Project No 22-46 DRi
11500 Daryl Avenue. Anchorage, Alaska 99515-3049
Lang & Associates, (n,c. (907) 522-6476 Phone
(907) 522-4625 Fax *:'�0F
Professional Land Surveyors kenOlangsurvey.com v
Jonathan 0 langsu rvey.com
I hereby certify that I have surveyed the following described property:
LOT 3B3, BLOCK 1. FISCHER SUBDIVISION (PLAT No. 70-170)
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
premises and that there are no roadways, transmission lines or other visible
easements on sold property except as indicated hereon.
Dated this the _ �'L L�
_ �� Day of _� r a, , at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants. or restrictions which do not annear on the recorded subdivision plat.
49 —H
...........
KENN H G. LA O
o AS-520 . • ' Sz
R ...... • Noo
�04p °�sSIONAL `g4
Q�Opod4`�
AECC963
�
DECK WIT}
CARPORT
Lot 3133:
_BELOW
11,531 s.f.
rCHAIN—LINK FENCE
I
GRAVEL
..COV
100' PROTECTIVE RADIUS
3'45"W 75.00' +
104th AVENUE
--r- - -
SPRUCE
CREEK
CIRCLE
I
PIPE /�� ' MANHOLES
Cb•
d.FENCE
Lot 3B2
PLOT PLAN AS BUiLT X SCALE 1 " = 301 GRID SW 2537 Project No 22-46 DRi
11500 Daryl Avenue. Anchorage, Alaska 99515-3049
Lang & Associates, (n,c. (907) 522-6476 Phone
(907) 522-4625 Fax *:'�0F
Professional Land Surveyors kenOlangsurvey.com v
Jonathan 0 langsu rvey.com
I hereby certify that I have surveyed the following described property:
LOT 3B3, BLOCK 1. FISCHER SUBDIVISION (PLAT No. 70-170)
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
premises and that there are no roadways, transmission lines or other visible
easements on sold property except as indicated hereon.
Dated this the _ �'L L�
_ �� Day of _� r a, , at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants. or restrictions which do not annear on the recorded subdivision plat.
49 —H
...........
KENN H G. LA O
o AS-520 . • ' Sz
R ...... • Noo
�04p °�sSIONAL `g4
Q�Opod4`�
AECC963
DI
Parcel I.D. 0 15-2 92-23
Municipality of Anchorage °` J
On -Site Water and Wastewater Program =
(907) 343-7904 , k
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
Complete legal description
Expiration Date: 11-2 ` ) a— L.3
Fischer, Block 1, Lot 3B3
Location (site address) 5110 Spruce Creek Circle, Anchorage, AK 99507
Current Property owner(s) John & Suzanne Tsoutsouvas Day phone 783-0309
Mailing address
Real Estate Agent
5110 Spruce Creek Circle, Anchorage, AK 99507
2. :TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: Three
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual
0
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water Svstem
❑
Public Sewer
❑
Waiver/Variance request for:
Distance:
Received by: ��_ r?' ,•{
Date:
COSA to be release0o the engineer, unless otherwise requested
._ _.
bythe engineer.
COSA Fee $ U— Waiver Fee $
Date of Payment '31 1 �� 13 Ct Date of Payment
Receipt Number CA C) (a Receipt Number
COSA# 05C l') 10 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 Anderson En
Address
P.O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name
Michael E. Anderson, P.E.
6. DSD SIG%ATURE
i/ System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Phone
522-7773
Date 8/10/2013
Conditional approval for bedrooms, with the following
�F-
OF A4gS,�4
49THe°7t�
MICHAEL E. A''MERSON �?
CE -4381
By / Original Certificate Date:
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. -
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet f k c
If more than 1 septic system is on the lot:
COSA Checklist #
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: Fischer, Block 1, Lot 3B3
A. WELL DATA
Well type Private If A, B, or C provide PWSID #
Date completed 6/11/74 Sanitary seal (YIN) Y
Total depth 275 ft. Cased to 264 ft.
FROM WELL LOG
Date of test 6/11/1974
Static water level 245
Well production
WATER SAMPLE RESULTS
7
Parcel ID: 015-202-23
Well Log (Y/N) Y
Wires properly protected (Y/N) Y
Casing height (above ground) >18 in.
AT INSPECTION
8/6/2013
ft. 238.4 ft.
g.p.m. 3.1
g.p.m.
Coliform 0 colonies/100 mL Nitrate 2.78 mg/L
Arsenic N/D ug/L Date of sample: 7/30/13
B. SEPTIC/HOLDING TANK DATA
Collected by: Anderson Engrg.
Tank Type/Material Septic/Steel Date installed 7/3/1974
Tank size 1,000 gal. Number of Compartments 2 Cleanouts(Y/N) Y
Foundation cleanout (YIN) Y �vrDepression over
tank (Y/N)) N High water alarm (Y/N) NN
Date of pumping �` � ' �k� l> Pumper s i Z't ➢i t �i'", �� �{ PSYIr�(Y_ ( )
C. ABSORPTION FIELD DATA
Date installed 7/3/74 Soil rating (g.p.d./ft2 or fie/bdrm) 110 SF/BDRM System type Crib/Trench
Length 18(C) 20(T) ft. Width 14(C) 3(T) 6(C) 6(T)
ft. Gravel below pipe ft.
zoo (T)
Total depth 10 ft. Elf. absorption area 384 (C) ft2 Monitoring tube Y Depression over field N
Date of adequacy test 8/6/13 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 72/24 in. Water added 450 72/52 .
gal. New depth in.
Elapsed Time: 1,440 min. Final fluid depth 72/24 in. Absorption rate >= 450 g p d
Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at in.
Datum
Size in gallons
"Pump off"level at in.
Cycles tested
Manhole/Access (Y/N) _
High water alarm level at
Meets alarm &circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot >100 On adjacent lots 80
Absorption field on lot >100' On adjacent lots >100'
Public sewer main N/A Public sewer manhole/cleanout _
Sewer /septic service line >25 Holding tank N/A
Animal containment areas >50' Manure/animal excrete storage areas >100'
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >51 Property line >5,
'
Water main >10' Water service line >
10
Wells on adjacent lots
ABSORPTION FIELD ON LOT TO:
Property line >10 Building foundation >10,
Water Service line >10' Surface water >100'
Curtain drain None Noted Wells on adjacent lots >100'
N/A
Absorption field >5'
Surface water >100'
Water main N/A
Driveway, parking/vehicle storage > 10'
in.
F. COMMENTS
***Waiver Dated 2/16/90 to Well on Adjacent Lot. Septic System Consists of
14'x 18' Crib and 20'x 3' Trench. Both More Than 35 Years Old.
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.
Engineer's Printed Name Michael E. Anderson, P.E.
Date 8/10/2013
COSA brown sheet 10-10-12.doc
A : AMCIIAEL E. AND'R501d • W
I`�j°•• CE -4381 a`
eA -- Is e1 `
ei-PROF ESS10Ne4*
w'ruAnchorage
. .:.,.na��pal>ity of ge A b :.. ,,.
Development Services Department
Building Safety Division_}°
On -Site Water and Wastewater Program
4700 South Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage. ekus
(907)343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015492.23 HAA # 14 D A a / 2, 6
Expiration Date: % — 10 — O 2-
1.
1. GENERAL INFORMATION
Complete legal description Lot 363 Block 1 Fischer SID
Location (site address or directions) 5110 Spruce Creek Circle
Current Property owner(s) Bart & Beth Theisen Day phone 258-8750
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
5110 Spruce Creek Cricle 99516
Day phone
Day phone
Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by:
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage ❑
Community Class Well ❑
Public Water System ❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank ❑
Community On-site ❑
Public Sewer ❑
The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Certificates of Health
Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent
professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required
for the transfer of title (except between spouses) on properties served by a single family on-site wastewater
disposal and/or water supply system. DHHS also issues HAAs upon request to home owners. Certificates of
Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C
well and may be reissued with new water sample results less than 30 days old. Certificates are valid for one year
for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
(R". 7199)
A C•r^"rr-aaC\IT A0.C 1\ICOC�TION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below. I verify that my investiaation
based on procedures outlined in the Health Authority Approval Guidelines for 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 applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
Name of Finn Pannone Eno. Svc. Phone 272-8218
Address P.O. Box 102954, Anch, AK 99510
Engineer's Printed Name Steven R. Pannone. P.E. Date 4/6/2002
Engineers Comments: In conducting an adequacy test.1 attempt to provide a thorough, conscientious
engineering analysis of the system in accordance with MOA DliHS Guidelines & Regulations. The
reported results describe the performance or the system under the conditions encountered at the time of the
test, and separation distances measured to readily identifiable features. The operational life of all wells ane
septic systems depend on the local soil condition, ground water levels that may fluctuate during the year,
and the water usage of the family being served by the system. These conditions are outside the control or
the evaluator of this systcm. All sstems eventually fail and satisfactory test results do not guarantee
future performance of the system, nor do they guarantee that there arc no hidden defects or encroachments.
PES can therefore not provide any warranty for future performance nor give any estimate or how long the
system will continue to meet the operational requirements of the ADEC or AIOA DIMS. The content of
this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized nor will it confer any legal right whatsoever.
5. DHHS SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for
Additional Comments
bedrooms, with the following stipulations:
WATER AND
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By: 942 �„ / l� 0— fi� Original Certificate Date:
C5:;
Expiration Date: Reissue Date:
(Rw. t 1.89)
Municipality of Anchorage A,
• -� Development Services Department
0��'Ico Building Safety Division `"On -Site Water and Wastewater Program Y
4700 South Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6150
www.ci.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: LOT 383 BLOCK 1 FISCHER S(D Parcel I.D.: 015-292-23
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID # _ Well Log Y
Date completed 6111/1974 Sanitary seal Y Wires properly protected Y
Total depth 275 ft Cased to 264 ft Casing height (above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 611111974 4/512002
EncoJnfePeA. 157"
�Q1
Static water level 245 ft 235 ftUftnh(eloset-r•t-�J%1d
Well production 7 9 RM
2.5+ 9 R itw�th PN(x
WATER SAMPLE RESULTS:
Coliform _colonies/100 ml Nitrate ar mgll Other bacteria $ colonies/100 ml
Date of sample: 4/5/2002 Collected by: Laura Pannone Arsenic mgll
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL
Date installed 7/311974 Tank size 1000 gal Number of Compartments 2
Cleanouts Y Foundation cleanout Y Depression over tank N High water alarm NIA
Date of pumping 4/6/2002 Pumper NORTHLAND
C. ABSORPTION FIELD DATA
Date installed 7/3/1974 Soil rating (g.p.d.dt or fefbdrm) 110 System type CRIB/TRENCH
Length 18120 ft Width 1413 ft Gravel below pipe 616 ft
Total depth 10110 It Effective absorption area IM 240 fF Monitoring tube Y/Y Depression over field N
Date of adequacy test 41512002 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 72/16 in Water added450 gal. New depth72149 in
Elapsed Time: 1440 min Final fluid depth 72116 in
Absorption rate >= 450 g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date
(Rev. 11199)
ffl
D. LIFT STATION
Date installed Size in gallons NIA Manhole/Access
'Pump on' level at in"Pump off" levet at in High water alarm level at _ in
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 110' On adjacent lots 90•
Absorption field on lot • 125
Public sewer main NIA
Sewer /septic service line 90
On adjacent lots 100+
Public sewer manhole/cleanout N/A
Holding tank 100+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Building foundation 13 Property line 15 Absorption field 16
Water main N/A Water service line 25+ Surface water 100+
Drainage 100+ Wells on adjacent lots O•
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10' Building foundation 20 Water main NIA
Water Service line 25+ Surface water 100+ Driveway, parking/vehicle storage 5
Curtain drain 100+ Wells on adjacent lots 90'
F. COMMENTS
ire L uuwG �.✓ rra -
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 HAA guidelines in effect on this date.
Engineer's Printed Name Steven R. Pannone, P.E.
Date 4-"2
HAA Fee $ 375`0 - " /S."R... e e
Date of Payment 10/07-
Receipt
OZ
Receipt Number q
(Rev. 11199)
Waiver Fee $
Date of Payment
Receipt Number
h :Steven Il. F'onnonez�
0i Nn. Cr. 8149
w
1
, C DervE
0 09
$p,eo cc
aeseg
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oto.
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(�u°9'S3'45" 75,00'
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v
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15.8035, _:e
As -BUILT - No corners set Thte Burny
rtk i to Dj IM l aoot,bg used tot of puspuse
4L ei ne et"It'.t�mlla--e' OMI;�dite sham
a�► i i p L ror y at once ��nUb or eet-
I lleregj OttiU tMt 1 Mrs autt M the tolloeinq
acct ed property:
j,-= ��� _ Bat �-•� -
w r imcm4mm svB�r��tvi s ras`c
see%anae tecardiee Precinct. Maki. end. tMt_
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SM10 at we ecn an
latC.lt t eto,ttbginoo
massto itan or att.
Property etaept as
It MR. Ak 11515
MUNICIPALITY OFANCHOIIAGE ,.. -•:..
• DEPARTMENT OF HEALTH it HUMAN SERVICES
Division of Environmental Services 1 1,,'-
-Site
-Site Services Section.
P.O. Box 196650.. Anchorage, Alaska 99519-6650
3434744 '
CERTIFICATE OF HEALTH AUTHORITY
'APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel l.D.# -- O�J�'Z�I�._�3..: HAA#—NAg401�
1. GENERAL INFORMATION
Complete legat description 3 8 10 k 10 F rcb er .S /D
Location (site address or directions) . sl to Spruce fretkc C,rcfe
Propertyowner
Ela,^e • f
Dayphone
'7e3-3ZVZ
Mailing address ---Situ
SprurP•
6-1et,- C„ti/e
, �4��^,
A -k 995-/0'r
Lending agency
"Of- gL
' ye
Day phone
S62 -2ref
Mailing address
y60 cii. 7 Tuo%r:
4:10(- A,,choce
ag A -k 99So3
Agent 5kve- R"aofy,. f/lrl
R¢al Efll*k
Day phone'..273'-7262
Address H211
`6" St. AAchoraai,' Ak_99500
Unless otherwise requested, HAA will he held for pickup.
2. NUMBER OF BEDROOMS: 9
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest- !�
Ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL -
Individual
= `• i rt
Individual on-site
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. _
real (P«. wi) V, MOAM
5 STATEMENT OF INSPECTION BY ENGINEER,
As certified by seal affixed hereto and as of the validation date shown below, I verity 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 adequateefor the number of bedrooms
and type of stricture 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.
NameofFrm >=laflo.e Trchnica/ Se.virL Phone 3yS—/355—
Address 12130 Ec�+o Sf., fiRciiocagP, f}Gc 99S/�
Engineer's signature Date Nacl 9. /99Y
�OF A
- r........................:.g SA M 1
" - �, �THEOD0RE F. MOORE • it '
V. � CE -3584 ,•'�: fit, -,_
6. `. DHHS SIGNATURE �qwc
- Approved for ? bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
CAUTION
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 DHHS does this as a courtesyto purchasers of homes
and their lending institutions in orderto 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..' .
r2kW WAN+) eat MOAm
„..
Municipality of Anchorage
MEM
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lo f 3 0 3 6 /k I Fisch or S/p Parcel I.D.
A. Well Data
Weil type Pr.vu Ft If A. B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) Y Date completed 6 / 7 Y Driller M - w
Total depth 2'75' Cased to 26Y' Casing height 2 v ”
Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Date of test
Static water level
Well flow
Pump levell
FROM WELL LOG
6- /it /7y
2'/S'
AT INSPECTION
1t /61911
235
7 g.p.m. 7.2 t g.p.m.
SEPARATION DISTANCES FROM WELL TO:
> e 36'
Septictholding tank on lot 110. ; On adjacent lots > too'
Absorption field on lot 1251' ; On adjacent lots > ruo'
Public sewer main N. A. Public sewer manhole/cleanout N..4•
Sewer service line > 2S' - Petroleum tank > zs'
WATER SAMPLE RESULTS:
Coliform O col
//00-1
Nitrate 1. 2 C, ey It Other bacteria
r6^c evecr Aea
Date of sample:
/I / H / 9,Y
Collected by: FYo/-ly. T.ch
Suc.
B. SEPTIC/HOLDING TANK DATA
Date Installed 7/7Y Tank size lOoa ugal Compartments 2
Cieanouts (YIN) Y Foundation cleanout (Y/N) Y Depression (Y/N) N
High water alarm (YIN) N. A. Alarm tested (YIN) N. A.
Date of pumping to / /N /91/ Pumper Nor" fan of
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Weil(s) on lot Ito, On adjacent lots 90' )F- Foundation 13' c.&.
To property line IS' Absorption field l6' Water main/service line > 2s'
Surfacewater/drainage > too'
72-026(3W)•F=1 9 See 2/lE/9a Lower {ter 1.3/3y CI CONTINUED ON BACK PAGE
C. LIFT STATION N. A.
Date Installed Manufacturer
Sae in gallons Manhole/Access (Y/N)
Vent (Y/N)
'Pump on" level at "Pump off" Level at
High water alarm level Cycles tested
Meets MOA electrical codes (YM)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots - Surface water
D. ABSORPTION FIELD DATA
P,f Trrnr_4
12s"
'
I C '
Date installed 7/ -1,Y 9/T7
Soil rating (GPD/1712)
l uo cr'/rSdr"+ System type Seen• P, f
+ tre^c%
Length I0 20' Width ry'
3' —Gravel thickness !E Total depth
On adjacent lots
Total absorption area 96Y * 220 0' Cleanout present (Y/N)
Y 4rtACA Depression over field (Y/N)
N
Date of adequacy test 11 / 6 / 9 Y
Results (passtfa1)
Pa Sr for 3
Bedrooms
Water level In absorption field before test
0" fre^ca
Atter test 21" ^ ire^ch
^ f•
Peroxide treatment (past 12 months) (YM)
Alone known
Of If yes, give date N.4
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
12s"
On adjacent lots 9 0' *A Property line
I C '
To building foundation 2 0'
To existing or abandoned system on lot
N• A •
On adjacent lots
> 30'
Cutbank N. A • Water main/service line
> 2s'
Surface water
> 100'
Driveway, parkingtvehMe storage area T'F,enc b
ap rf et u^der of rile
Curtain drain
None see^
See 2/t6/9otuowe�- fee
43Ca a/kl
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of This inspection.
<. a
Signature s•••i. 4--6. tw2`35; 'a
Engineer's Name Th eo elo -e r-te o -e ! J ................
THEODWE F. MOORE:
Date Mvicee^+6r,- 9� 0-9Y } ';�•., CE -3502A m
♦ •.w •• • • Off•♦
HAA Fee $ 3 r/0 -c'w '/
Date of Payment tlll l9 1 -
Receipt Number 00�87�
72026 (3W)• Bach
Waiver Fee $
Date of Payment
Receipt Number
Municipality of Anchorage
Department of Health and Human Services
tan Fant. 825 "L" Street
morw P.O. Box 196650 Anchorage. Alaska 99519.6650
February 16, 1990
Bruce Corwin, P.E.
Corwin and Associates
1000 East Dimond Boulevard
Suite 205
Anchorage, Alaska 91515
Subject: Waiver Request for Lot 304 Block 1 Fischer
Subdivision
Waiver Request NWR890064, PID $015-292-22
Dear Mr. Corwin:
The subject waiver has been amende9 as requested in your
January 19, 1990 letter. The prior approval issued on
November 1, 1989 waived the required 100 foot separation
distances of Lot 3B4 Block 1 septic tank to well, 80 feet:
Lot 3B4 Block 1 leachfield to well, 88 feet; Lot 384 Block
well to Lot 3B3 Block 1 septic tank 80 feet; Lot 384 Block
well to Lot 3B3 Bloct 1 leachfield, 90 feet. The amended
approved waiver is far the proposed new septic tank
separation distance to be installed 90 feet rather than 80
feet from the well on Lot 3B4 Block 1.
This waiver approval applies to the proposed septic tank to
well separation only. Any future upgrnde to either will
require all separation distances be met or another approval
from this office.
If there are any further questions, please call this office
at 343-4744.
Sincerely,
Daniel J. Roth
Civil Engineer
On-site Services
DJR/ljm:06
Co ^ur ante,
4
J to SSmmiith, P.E.
Program Manager
On-site Services
MUNICIPALANCHORAGE
O DEPARTMENT HEALTH
&HUMAN SERVICES
of (
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. X �-�+ �� - A r%O -3 S HAA # It
GENERAL INFORMATION
Complete legal description LIT 383 BL.nck I F(scHFR 5Lr3DIV13I0Q
Location (site address or directions) 5110 3PELICE CREEK CIRCLE
Property owner SERRY BFRG t LYu I AND R5o t Day phone 346-41757
Mailing address 5110 50RLLCE ( E -F -k CIRCLE
Lending agency SEA-rTLE HO2TGA6E Day phone .15 G *7 - 96- Z(o—
Mailing address 560 EL 34 th AVE ANCF AK
Agent 5nLD ray OWNER Day phone ABOVE-
Address
BOVE
Address ABOVE
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
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.
72-0251Rev.11911 From MOA121
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 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 furtherverify 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 SKIN CONSULTAfITS_Phone_a45---947
Address
Engineer's signature
6. DHHS SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for
Additional Comments
.Date h Au r,
J
swan C.
CE -7604
.to PROFESS�ONP��
bedrooms, with the following stipulations:
By:/��-.�/ Date C —2C-92
•
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 DHHS 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.
72-023(Pay. 1.91) Bach MOAM21 ..
.� Municipality of Anchorage Jak
Department of Health & Human Services
low
HEALTH AUTHORITY APPROVAL CHECKLIST QDEW
Legal Description: Lat BB3 Block I F h r Parcel I.D.
A. WELL DATA
Well type PVT If A. B, or C, attach ADEC letter. ADEC water system number "A
Log present (Y/N) N Date completed I I SU ne ' 74 - Driller M -W Dri I 1 i ag
Total depth G 275 Casedto o 2641 Casing height I.R'
Sanitary seal (Y/N) f Wires properly protected (Y/N) y
FROM WELL LOG AT INSPECTIONN MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
Date of test I I June '74 7-24 -92
11
Static water level 245' 232' "u r' 10'1992
Well flow 7 g.p.m. 7.1 dV3 `UC E I V E D
Pump level Not recarded Esbrna4e 2551 601
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot Ito FT To TA1JK CLEAMOUT; On adjacent lots ©140 F•T TD CLE IT
Absorption field on foto 130 FT TO CLEA1 000 ;On adjacent lots 155 FT TO r I EAWQ1 IT
Public sewer main ' NH Public sewer manhole/cleanout
Public sewer service line
WATER SAMPLE RESULTS:
Petroleum tank ' fJonn ob.SerVed
Coliform 5aiisfad-12CU Nitrate O.98 nnsi Other bacteria Mang
Date of sample: - - 724-92 Collected by: •5kUl COWSOItan _
B. SEPTIC/HOLDING TANK DATA
Date installed 1974 Tank size 1000 Compartments dmknown
Cleanouts (Y/N) Y 600) Foundation cleanout (Y/N) Y' ' Depression"(Y/N) N
High water alarm (Y/N) NA Alarm tested (Y/N) 1.1A
Date of pumping TSO -'i2
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: C Measurcd from cleanout .-1a Cleanout
3
Well(s)onlot O110� On adjacent lots 801st WalyeC Foundation-- 13�
To property lineOl9- Absorption field IV Water main/service line WA
2
Surface water/drainage O Ao—r°rfOX f30ff 4o =d Ai}r i164tb4uC)
72-M (R". W91)from MOA 21 CONTINUED ON BACK PAGE
C. LIFT STATION NA
Date installed
Size in gallons
Vent(Y/N)
High water alarm level _
"Pump on" level at
Manufacturer
Manhole/Access (Y/N)
••Pup eft' eT vel at
�cles tested
Meets MOA electrical codes (Y/N)
SEPARATION D E FROM LIFT STATION TO:
n lot —
D. ABSORPTION FIELD DATA
On adjacent lots
Surface water
3
Date installed pr+ mr4 Trench 1971 Soil rating 0100 SF/ddrm System type
PIT I8X143QPIT 18x14 s
Lengt T2EtJrµ -?n' Width TREOrj4 3' Gravel thickn3 PoT At il 6' Total depth Pt 13,7` TEMCb (0.2t
Total absorption are(PQI i PIFTrrrl� Cleanouts present (Y/N) IN
Depression over field (Y/N) 0 Date of adequacy test' 7-74 9
Results(pass/fail) rusf;m for bedrooms
Peroxide treatment (past 12 months) (Y/N) Nrsn If yes, give date UA
SEPARATION DISTANCE FROM ABSORPTION FIELD TO: (-Meas red f}yyn CIeOttout to GlcOnoot�
Well on lot O 130 On adjacent IotO��LI(�dt?r 3641 Property IlneO 151
To building foundation 31 To existing or abandoned system on lot
NOW
On adjacent lots 45' Cutbank QA Water main/service line WA
Surface water W c91e 0b56yed Driveway, parking/vehicle storage area Z'
Curtain drain Nar>e
E. ENGINEER'S CERTIFICATION
I certify that 1 have checked, verified, or contormed to all MOA and HAA guidelines In effect on the date of this inspection.
© Frorn tucil Log. O'r
02 Scaled from s ey a.s-built cJ4W T-4.88 qPM ""
Signature
Engineer's Name -
Sieve /%ns/ce7,---,7 k
Date _6&V.97- /y�;arwn
3Q Tgken from MOA CIes11 ' CE' 604
s
r
fy
HAA Fee S 1760"0'
Waiver Fee: $'
Date of Payment Date of Payment
Receipt Number f �`3 3 — Receipt Number
72-M (Rw. 2N1)Book MOA 21
Saeu�s
JUL 2 01988 GREEK
C,/"K GL E
LW80.00
I OA 5p
69 p?r
Iv
C
1/
Z-SsoRY i
FitA.•fc //o.st �j
I � 1
3S3ID
0►�
OF
14,
' c'
rr,
MUNICIPALITY OF ANCHORAGE
DEPARI MENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section,
Location (address or directions)
sakaY
Ols 2 92 2,3
X199- 09 Ua
Application Date JJAIc Z3 198a
range)
r -m ty(Jwner- / _ n .� f I dt_y rVORNILPc KAI
(b) met ���Telephone: Home 7_ mac? l �' Business Z77-95��
ApplicanUddress SSD IV -7tk lgue Sly t fe /6Sz RhA' AIS 991 0(
(c) Applicant is (check one): Lending Institution [3ylp ; ; Owner/builderBuyer ❑ ; Other 13(explain);
(d) Lending Institution
Address
(e) Real Estate Company and Agent
------ --- -- -- Address -
Telephone
(f) Mail the HAA to the following address:
r.-, f/ SZZ - /-T Il Ar fiB�6
Telephone
2. TYPE OF RESIDENCE _
Single -Family Multi -Family ❑ Other
Number of Bedrooms 7
3. WATER SUPPLY
Individual Well, Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite Public ❑ Community ❑ Holding Tank ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 n-025(11,64)
S. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 Firmnv r.11 A) Arrnc Telephone -SZZ - 7 It
Addre
Date
t
!r
J. Corwin : � s Engineers Seal
C&5283 �4'— .
6. DHEPAPPROVAL9L
Approved for _� bedrooms by Date / -7
-14 -89
Approved X �� Disapproved Conditional
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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.
Page 2 of 2 /
7x -0n nveq
MUNICIPALITY OF ANCHOR ^ f"d-)
ENVIRONMENTAL SERVICES DIVIaION
JUN 23 1968 MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
RECEIVED 2644744
Legal Description: L nT 31 3 RL K /
14F
A. WELL DATA
Well Classification RC IVAT'e If A. B. C. D.C. Approved (Y/N)
Well Log Present (Y/N) �— Date Completed � � x CAM Yield �• 4' hA
1 �'�( � -
Total Depth -1,7 S Cased totem Depth of Grouting Q
Static Water Level 2 2 S Pump Set At 2 5c)l
1
Casing Height Above Ground 2 Sanitary Seal on Casing (Y/N) y
Electrical Wiring in Conduit (Y/N) Y Depression Around Wellhead (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot (� O ; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot Ido -f- ; On Adjoining Lots Oki) +�
To Nearest Public Sewer Line Z To Nearest Public Sewer
Cleanout/Manhole 1 To Nearest Sewer Service Line on Lot
Water Sample Collected by � 1Eice)( rrm ; Date A9 1,98
Water Sample Test Results SAT -II FAC_7Vf4
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed Size L 000 4 K No. of Compartments 7
Standpipes (Y/N) Air -tight Caps (Y/N) Foundation Cleanout (Y/N) Y
Depression over Tank (Y/N) Al Date Last Pumped
Pumping/Maintenance Contract on File (Y/N) ; for
Holding Tank High -Water Alarm (Y/N) u/Temporary Holding Tank Permit (Y/N) L1 44 -
Separation Distances from Septic/Holding Tank:
r
To Water -Supply Well X00 To Building Foundation /O r
To Property Line )Sr I To Disposal Field 0 S t f
To Water Main/Service Line Zf I t
To Stream, Pond, Lake, or Major Drainage
Course
Ccmments`'k )��rJ rn Iia//er/ o� fo„frc �. shy
Page 1 of 2
72 -CM IS v 8'861 From '
C. ABSORPTION FIELD DATA
1.1. ii474 1977
7
Soils Rating in Absorption Strata 100 5�lod„Type of System Design
Date Installed PIf�1914' 7rea4-:/477
Length of Field 'PtT-►/P'X'14''1't-Li K1.-Z0�
Width of Field Plr- /f 'X/9'� /rrec.( -'r 36" Depth of Field PIT-' // t T rre 1, • 101
Towl ?fr = 6Z4 Gravel Bed Thickness TeeA.e H - 6&
Square Feet of Absorption Area T14 = 384 ; 71-eC-4 = Z42' Standpipes Present (Y/N) Y
Depression over Field (Y/N) u Date of Last Adequacy Test 6.19/88
Results of Last Adequacy Test 5ATXFNcT0e4
Separation Distance from Absorption Field:
To Water -Supply Well /OO & + To Property Line 714—W 7' %rr„c( /01
To Building Foundation T/+ -ZO't Ire. A -/0' r To Existing or Abandoned System on
Lot U /A
1 t
To Water Main/Service Line SO
/ To Stream/Pond/Lake/or Major Drainage Course _
/ To Driveway, Parking Area. or Vehicle Storage Area d
Comments -Y Rr .41 ,0, -Elle 456 ' /f
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at N
High Water Alarm Level
Tested for
Electrical Codes (Y/N)
Comments
•" Check
I certity tt
Signed/
Receipt No.
N %A
On Adjoining Lots *' 2b
t
To Cutbank (if present)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent(Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Rating Alyainst HAA Request ••
or conformed to all Aan HAA guidelines in effect on thedate of this inspection.
Date y 3 1
ruc/MOA
Date of Payment
Amount: $ 7O
Page 2 of 2
77.076 IS" 8'861 enc&
Engineer's Seal
M
A LEGADESCRIPTION
STREET LOCATION 11 k
lTY OF A
MUNICIPALITY OF ANCHORAGE DEPT. O. 1:'. ^ LT I &
-
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT16NVIRONl: ENTAL i .. XLCTION
.. •
825 L Street • Anehurepe. A4tke 99501
`? SINGLE FAMILY
ENVIRONMENTAL ENGINEERING DIVISION APR 2 3
❑ MULTIPLE FAMILY
Tsilaphone 2844720
RECEIVED
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page 1. IneomPleb "quiets will not be III, e I plee ANO"40 11m do"fpr pspcpWOg.
1. PROPERTY OWNER
((1'► PHONE
COMMUNITY
5-
MAILINGAQDRESS
depth (attach log if available.)
PROPERTY RESIDENT (if different from above)
PHONE
2. BUYER
If system is over two (2) yefirs oldadequacy test is required Q �l
I
'u
6. ►- - a 3-
MAI L NG ADDRESS
»nt013/78)
43 2
v
0. LEND OINSTITUTION
Aor - C_earz
PHONE
a
MAILING ADDRESS
4. REAL 9 AGENT
f�
Pv G{(l% CL'k(e�,•u-
PHONE
a7a-urs
MAILING ADDRESS
A LEGADESCRIPTION
STREET LOCATION 11 k
S. TYPE OF RESIDENCE
NUMBER OF BEDROOMS
`? SINGLE FAMILY
❑ One ❑ Four ❑ Other
❑ MULTIPLE FAMILY
El Two C3 Five
Three ❑ Six
7. WATER SUPPLY
INDIVIDUAL'
' ATTACH WELL LOG. A well log is required for all wells drilled
COMMUNITY
since June 1975 r wells drilled prior to tha date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
S. SEWAGE DISPOSAL SYSTEM
�- INDIVIDUAL/ON-SITE"
"If individual/on-site, give installation date S7 QLN
❑ PUBLIC UTILITY
If system is over two (2) yefirs oldadequacy test is required Q �l
I
by this Department.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED.
»nt013/78)
)X,Pt:
• " THIS SIDE FOR OFFICIAL USE ONLY
INSPECTION APPOINTMENTS
DATE RECEIVED
TIME
TIME
IME
DATE
DATE
DATE
INSPECTOR
INSPECTOR
INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON•SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATEINSTALLED
INSTALLER
❑Sept�iIc/^Tan1k6r ❑Holding Tank
—.—._If Tank is homemade
give dimensions:
SOILS RATING
S'
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
la -
4. DISTANCES
WELL TO:
Septic Folding Tank
Absorption Arse
Sower line
Neaten Lot LiM
Absorption Area to rearm Lot Li W$
S. COMMENTS
APPROVED FOR J BEDROOMS
❑ CONDITIONAL APPROVAL (letter must a any certificate)
L1(L�DISAPPROV ED
DATE /
—� 1
BV (Title)
LEGAL DESCRIPTION
72-010 (Rev. 3/781
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
016Uu J cue. J 46 121 Z 6,n
1. Lending Institution Request: `ie Alas eiv.
Mailing Address: Phone:
2. Property Owner:
Mailing Address:
Jerry D./Bonnie G. Vanderhoff Phone:
% Terri Huffman, Dynamic Realty 279-7611
3. Legal Description: Lot 3B3 Block 1 Fischer Subdivision
4: Single Family Residence: (x)
Multiple Family Residence: ( )
5. Well System:
Permit #
Construction
6.
Number of Bedrooms: Three
Number of Bedrooms:
Individual Well (x)
Depth of Well
Sewage Disposal System:
Permit # I
Septic Tank Size
Absorption Area
Community/Public System ( )
275' Well Log on File ( )
Bacterial Analysis
On-site System pc) Public Utility ( )
talled 1974 Installer
Manufacturer
Soils Rate
Material
7. Distances: Well to Septic Tank to Absorption Area
to Sewer Line Nearest Lot line Absorption Area
to Nearest Lot Line
CY01-114 4�c u 1w d iLb-L&/ �
Cw)ut S DL( T 4 6glcv�t__
\,
��•
ICIPALITY
TME F HEALTH
OF ANCHI .'6T
AND ENVIRONMEN
PROTECTION
5r L.,
Anchorage, Alaska
99501
•
,1
4 9"-2511,
ext. 224 or 225
Date Received:
July 19,
1977
#1:
Time
#2: Time
�in�
#3: Time
Date
l/_ ^ • is Date
/1
6
q -1-1-j ,,,15
Date
--Insp---
Insp
Insp
�n
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
016Uu J cue. J 46 121 Z 6,n
1. Lending Institution Request: `ie Alas eiv.
Mailing Address: Phone:
2. Property Owner:
Mailing Address:
Jerry D./Bonnie G. Vanderhoff Phone:
% Terri Huffman, Dynamic Realty 279-7611
3. Legal Description: Lot 3B3 Block 1 Fischer Subdivision
4: Single Family Residence: (x)
Multiple Family Residence: ( )
5. Well System:
Permit #
Construction
6.
Number of Bedrooms: Three
Number of Bedrooms:
Individual Well (x)
Depth of Well
Sewage Disposal System:
Permit # I
Septic Tank Size
Absorption Area
Community/Public System ( )
275' Well Log on File ( )
Bacterial Analysis
On-site System pc) Public Utility ( )
talled 1974 Installer
Manufacturer
Soils Rate
Material
7. Distances: Well to Septic Tank to Absorption Area
to Sewer Line Nearest Lot line Absorption Area
to Nearest Lot Line
CY01-114 4�c u 1w d iLb-L&/ �
Cw)ut S DL( T 4 6glcv�t__
�i4UNICIPALITY OF ANCHORAGC1NU11.ILALITYCF6r. CFlcP.A3r.
,.�;*,.�-.. f_Ai. Gr' im'f1.1 t ,.. . _•`<
?'Department of° Fiealth'and-Environmental FfzotebEibn°��,cct;ON 1
825 71 Street; Anchorage, Alaska 99501
279-2511, c�t. 224, 225 JUL 19 1977
ast for Approval of Individual Sewer and Waf.6 /F$gil]l;tp,es
(otimaiwl. 11 now PA c*6 town)
1. Property Owner: J,;,-rru D, a 1n.nn;o Q,\larxi rhoFF
C/o Dyna�;c 'Renity, In(!- Ckr7 i HuffMan or Ken Calhoon)
Mailing Address: i�F sol W. Nor+kern Ug6t•5 "bly4 Phone: )7'7.71,/t1 g9sg3
2. , Name of Buyer: unKnow n
Mailing Address: Phone:
3. Lending Institution: unknaun ai this time.
Mailing Address: Phone:
4. Realtor/Agent: Terri crKen Q0)0otl- D�,narY,ic,'Realtj/
Mailing Address: sal u). /VO(tjjern ighfs 't)ld. Phone:
a7N•7c. 11
5. Legal Description: kot 3S3 'B►otX l Fischer
G.
Street Location:
Single Family Resiue:nce:
Multiple Family Residence:
py vumDer oI Bearooms: 3
( ) Number of Bedrooms:
7. Water Supply: *Individual well Dpi Public/Community System ( )
Zi5' -1�.n^ I
If Individual Well, well depth kr¢-u c'��la
If Community System, name of system
8. Sewage Disposal System: On-site System pG Public System ( )
If On-site System, date of installation: 19 714
b000 r3Olfbno
*NOTE: A well log is required on ALL wells drilled since 6/75.
. pp/
3/77��/` op�
!�k.
r
Page'�ao --
Department of Health and Environmental Protection
Request for Approval of Individual Sewer and [later Facilities
Legal Description: Wt 3S3 Block 1 riqcher SuMimis;on
Comments:
Affadavit Attached: ( ) Letter Attached: ( )
Approved: /7
Disapproved`:
Department YTorksheet:
4&1� = 5 1 1�1 i I f
46-L/ 71.2 1
Date: l;7p -%%
Date: 7
ii �- '�" •
September 8, 1977
Jerry D. Vanderhoff
• Terri Huffman
Dynamic Realty
501 hest Northern Lights Boulevard
Anchorage, Alaska 99503
Subject: Lot 3B81b&bcl 1 Fischer Subdivision
This department recently conducted a percolation test on
your sewer system. The test shows that it failed to meet
the adequacy test for a three(3) bedroom single family
residence.
Before this department can send approval to the lending
agency an upgradedof your sewer system will be required.
The upgrade includes a twenty(20) foot trench connected
to your existing seepage pit with six(6) foot of screened
h - 2h inch gravel below a four(4) inch drain pipe.
Prior to any construction, a permit must be obtained
from this department.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Robert C. Pratt, R.S. i+
SanitarAan
1
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received
Time of Inspection
Date of Inspection /aA/71p,
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
-ctialJ ,
I. Approval requested by:
Mailing Address: _ 66 1( /7i,P X o 1 Phone:
2. Property Owner: Phone:
Mailing Address: 5
3. Legal Description: 3 /3 3 /s/., /��/ ,� t
i
4. Location: _Sea�,at� �'he�c Cru Lr,
5. Type of facility to be inspected j4WA No. of bedrooms �
6. Well Data:
A. Type
C. Construction ax�ryl�nd
7. Sewage Disposal System:
B. Depth 2 7 f'
D. Bacterial Analysis
r
A. Installed 7- 3 B. Installer zye"?e v_
C. Septic Tank: 1. Size /Doo ,laQ 2. Manufacturer
V X7'
D. Seepage Pit: 1. Absorption Area ;U-/ 2. Material
—r
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank /i0 f , Absorption area 130 Sewer Lines
Nearest lot line /0 Other contamination —
B. Foundation -to septic tank ).> Absorption area 30
C. Absorption area to nearest lot line
121
EQ -034 (1/74) Page 1 of two pages
of •two pages"- Re st for,Approval of Individual rer & Water Facilities
Description
Comments
Approved Zea'xcz,J Disapproved Date
ApprovalkValid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
i certlry tnat the inrormation 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)