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HomeMy WebLinkAboutKASILOF HILLS BLK 2 LT 11 Onsite File
Kasilof Hills
Block 2
Lot 1 1
#015 - 161 - 35
Municipality of Anchorage 6102 9 T Jc V
On-Site Water and Wastewater Program • (907) 343- 4 Page of 3
ON-SITE WASTEWATER INSPECTION REP ..L.a sn
Permit Number: OSP191018 PID Number: 015-161-35
Dwelling: l Single Family (SF) ❑ Duplex (D) ❑ Multiple(SF and/or D) Project: ❑ New N Upgrade
Name:
Scott & Sharon Liska ABSORPTION FIELD
Address N Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
10921 Kasilof Blvd. Anchorage, AK 99507 ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
360-2375 4 0.6 GPD/SF 11 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 4.0 Ft. 7.0 Ft.
Kasilof Hills 2 11 Fill added above original grade Gravel length
Township Range Section 0.0 Ft. 73 Ft.
Gravel width Beds: Number of Lines Distance between lines
SEPARATION DISTANCES 3.0 Ft. Ft.
To Septic j Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches
From Tank Field Tank Line 1008 Ft2 1 Ft.
Well >100' >100' N/A N/A >25' TANK 0 Septic 0 S.T.E.P. 0 Holding 0 Other
Manufacturer Capacity
Surface Water >100' >100' N/A N/A Anchorage Tank 1500 Gal.
Material Number of compartments
Lot Line >5' 5'** N/A N/A Steel 2
NA
Foundation >10' >10' N/A N/A LIFT STATION
Manufacturer Capacity
Curtain Drain None Noted 1 Gal.
Pump on level at Pump off level at High water alarm at
Remarks Tank installed by Wilco early January,
w/ inspections performed by Alaska Rim Eng. in. in. in.
*20' of West end of trench is insulated. Pump make and model Electrical Inspections performed by
**SEE WAIVER
PIPE MATERIAL House to tank D3034 Tank to D3034
Installer drainfield
Wilco Contractors Drainfield D3034 CO/MT 03034
Inspector AK Rim Eng. (Tank) / J.Millette (Trench) BENCH MARK (Assumed elevation) 100 ft
Inspeectio: 151 1/12/19 2'd 3/28/19 Location and description
3rd 4th Garage Slab
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
,Cg
Conditional Approval: Date � �Q' of A; ,
.•• cS�lll
4
f*.. 49TH /\ • * ,
Benja•' • chiller
#r • CE 12592 •c`�r
�Jl�:.,4/12/18 ..•�v�
.,===.--------7------ -kra
Approved t OA— Date - I illPgzIldV‘ C— �PROFESS►ONP,�
Inspection Report_9-1-12.doc
KASILOF HILLS, BLOCK 2, LOT 11
Sb PERMIT # OSP191018 PID # 015-161-35
\ \
\ \
\ \ \
\ \
\ \
\ \
VACANT LOT \\ \
\ \
LOT 10 \ \ \\\
\ \
\ \
I
\ \ i
\ \
1 5, ,,„ /
1
100'WELL RADIUS \ \ \ __
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I REBUILT 73'LONG x 3'WIDE x \ \ I�.
I 7'EFF.ABSORPTION TRENCH \\ \\ l N
vv
vv LOT 7 j
1 \ \\ \\ / l
" iSH 01 \ 'o \\ /
1 TH-B MT1 LJ \\ G `,
C01 \
p 2C� V2 1 NEW 1,500 GALLON \\\ \\\ LOT 6
SEPTIC TANK \t�
d TH-A SV1 Z(8:1 \7N \
TH2 y TH1(6 FCO \ Cn \
\ (CORWIN 1 9) •(R&M 19781 O \2i• \\
�'^'- - ' • �^J EXISTING WELL \\'t \\
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LOT 11
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ZQ \ 100'WELL RADII \\\ \ \\\
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\ s)(\5G SEPTtC ARBA \\\ \\\
\ LOT 12 \\ \
/
\ \ / \
\ \ \
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GEitk \
[N 6INII RING \ \ , \
.��.OF`,�y\'\\-l� A B LEGEND
.�.• " '�9� lI CO-CLEANOUT
jc3.• ' ', T FCO 17.7 10.2 2C0-DOUBLE CLEANOUT
/*; 49 TH * SV1 20.8 14.7
l -. •• •.• :•• SV2 30.8 25.8 FCO-FOUNDATION CLEANOUT
ic;:-: . . / 2C0 32.3 27.5 FS FLOW SPLITTER VALVE
Benja in Schiller : i 0 50 100 001 38.2 39.4 MH MANHOLE
0��<^�,� . CE 12592 / MT1 38.8 40.3 MT-MONITORING TUBE
f s. Ppr16.2019 ,•• � I♦ MI = FEET CO2 86.8 63.3
'NZ.DpROFEssko �`� MT2 87.7 64.5 SV SEPTIC VENT
>t\�v`"-0�. 1"=50' TH-TEST HOLE
KAS I LO F HILLS B2 L11
PERMIT # OSP191018 PID # 015-161-35
OcV 0
U > > 0
LL (/) (/) CV
— — 102.4 -
97.3
96.8 150C GAL 96.6
SEPTIC TANK
ki
�'' 90.3
01- 100.5 ORIGINAL/ FINAL GRADE 2 Ov
_i
96.5 96.5
DRAINFIELD ROCK
89.5 89.5 1
73' 1
84.5
82.5 f I-<\- NO GROUNDWATER 4/1/19
_ _
1- 1-
of A�'4slll4P .1-
Ori*. 491- *YY
0 T-L-- ce,ik. 0
PROFILE AS-BUILT r . Benia in Schiller •. Al
GE ?r. .• E 22592 ...
�./
(NO SCALE) ,l%-,rROFESS\ON^.�+�
qF' 4\�11t
SOILS LOG AND PERCOLATION TEST i* 49 Th * /
GE
ENGINEERING /,-
Benja in Schiller
LEGAL DESCRIPTION: KASILOF HILLS B2 LII Cn�z�o92 . �v� r/
PERFORMED FOR: SCOTT 8, SHARON LISKA ��k PROFFESS\
DATE: 1/20/19 PROJECT No.:
PARCEL ID#: 015-161-35 TECHNICIAN: J. MILLETTE Professional Engineers Stamp:
DEPTH TEST HOLE A
(lcct)
1 —1 1' OB SLOPE SITE PLAN
3
4
5 . .•, SEE SITE PLAN
6
7 SANDY SILTY GRAVEL
8 t; -
9 . . .
WAS GROUND WATER ENCOUNTERED? NO
IF YES«WHAT DEPTH? -
DEPTH OF WATER AFTER MONITORING: NONE
11— DATE OF MONITORING 4/1/19
12—
DEPTH To
13 DATE READING GROSS TIME NET TIME WATER NET DROP
(MINUTES) (MINUTES) (INCHES) (INCHES)
14 2/21 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 1
16 2
3
17-
4
18 5
19 6
20
PERCOLATION RATE: (MIN/INCH) PERC. HOLE DIA. (INCHES)
TEST RUN BETWEEN: FT. and FT.
COMMENTS: TEST HOLE FOR WATER MONITORING AND SEPARATION TO IMPERMEABLE LAYERS
��,\\\\‘
9f.4‘4,;"...
SOILS LOG AND PERCOLATION TEST *: 49 TH /� '*!l
illireGE0%,'W:1. .. ,:I j L
ENGINEERING
f • Benja in Schiller •
LEGAL DESCRIPTION: KASI LOF HILLS B2 LII �tf 9�C�' • CE 12592 •i.ff:
i
PERFORMED FOR: SCOTT 8, SHARON LISKA k1t�iiOFESS1oN*� �
DATE: 3/29/19 PROJECT No.: ��\\����`
PARCEL ID#: 015-161-35 TECHNICIAN: J. MiL_L_ETTE Professional Engineers Stamp:
DEPTH TEST HOLE B
(feet)
1 1 1106 SLOPE SITE PLAN
1
2 ' ? BROWN GRAVEL MIXED
-, , W/ORGANICS
'' 'l
4 •
.
5 •"!•• , , SEE SITE PLAN
7 '.•:: .1. . .
8 •.ti' GM (SANDY SILTY GRAVEL)
s.9 ','. . .
10 WAS GROUND WATER ENCOUNTERED? NO
IF YES a WHAT DEPTH? -
11 •, DEPTH OF WATER AFTER MONITORING: NONE
,'.: DATE OF MONITORING: -
12
• • •
13 DATE READING GROSS TIME NET TIME DEPTH TO
WATER NET DROP
(MINUTES) (MINUTES) (INCHES) (INCHES)
14 • ' ` 3/30 TEST HOLE PRESOAKED PRIOR TO TESTING:
15
1 1:40/ 1:46 6:05 0/6 6
2 1:47/ 1:53 6:09 0/6 6
16
. - 3 1:55/2:01 6:05 0/6 6
17
• 4 2:02/2:08 6:07 0/6 6
18 5 2:10/2:16 6:10 0/6 6
19 6 2:17/2:23 6:10 0/6 6
20
PERCOLATION RATE:1.02 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 3 FT. and 4 FT.
COMMENTS:
3/27/0 80W
MUNICIPALITY OF ANCHORAGE ,.cnr
is.
On-Site Water&Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,�
http://www.muni.org/onsite
Dvpa r fluent
4hCHop PGE
On-Site Wastewater Disposal System Permit
Permit Number: OSP191018 Effective Date: 3/6/2019
Work Type: Septic Upgrade Expiration Date: 3/5/2020
Tax Code Number: 01516135000
Site Legal Address: KASILOF HILLS BLK 2 LT 11 G:2641
Site Mailing Address: 10921 KASILOF BLVD, Anchorage
Owner: LISKA SCOTT C & SHARON R Lot Size in Sq Ft: 30410
Design Engineer: FORGE ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field Il Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
The Engineer needs todo an additional test hole prior to the construction of the septic field including a
percolation test. Construction may proceed at your own riskbefore the 7 day water monitoring is
complete. Please submit stamped and signed results with the As-built InspectionReport. If the results
require a designchange, construction of the system will stop pending On-Site review andapproval.
Received By: (/ i : ,(,r �( Date: a
Issued By: /G ��, Date:
Municipality of Anchorage
rpartmrnt
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV191002 COSA#: Permit#: OSP191018
PID#: 015-161-35
Legal Description: Kasilof Hills BIk 2 Lt 11
Engineer: Forge engineering
Applicant: Scott& Sharon Liska
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 4.0 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.
Waiver is Granted: X Waiver is not Granted:
Date: 3/x//9 Approved by: /IIG/i`- 6a'
Name of Revi er
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF AN � . ®n: 9.-U
9 d ,. I A, L U
Community Development Department Phone: •1 -343-7904
Development Services Division 'fid Fa '.4l7-343-7997
On-Site Water & Wastewater Program �`"
ON-SITE SEWER/WELL PERMIT APPLICA • 1
Parcel I.D. 015-161-35
Property owner(s) Scott & Sharon Liska Day phone 416--2375
Mailing address 10921 Kasilof Boulevard Anchorage, AK 99507
Site address Same
Legal description (Sub'd., Block & Lot) Kasilof Hills, Block 2, Lot 11
Legal description (Township, Range & Section)
Lot Size 30,410 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(E)all that apply)
Absorption Field ❑X Initial ❑ Single Family (SF)
(w/wo ADU)
Septic Tank ❑X Upgrade 0 Duplex (D) ❑
Holding Tank ❑ Renewal ❑
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
IL Distance:
yl
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
.74.c.„.z.„.e ,-7-, ‘,),_,,g,--,
(Signature of property owner or authorized agent)
Permit/Rush Fees: 545 Waiver Fees: 22g
Date of Payment: //3()I1q Date of Payment: 2-/2---63/1,1
Receipt Number: 05-tigQ8 Receipt Number: 0 7 S6 q J
Permit No. OSP/9161$ Waiver No. CSS V I Cf 002_
Permit App_ :.....c
ENGINEERINGGE
PO BOX 240773
ANCHORAGE,AK 99524
522-7773 677-7766(FAX)
February 23,2019
MOA Development Services Dept, On-Site Water&Wastewater Program
4700 Elmore Rd
Anchorage,AK 99507
Subject: Kasilof Hills,Block 2, Lot 11 -10921 Kasilof Boulevard
Septic System Design
Dear On-Site Services Engineer:
The septic system on the subject lot has failed. Very little area is available for a new system so
we are proposing the reconstruct the existing absorption trench in its current location. We are
submitting this application for the reconstruction of the system. The attached site plan identifies
the location of the home as well as the existing well and septic system and the proposed system.
No conflicts exist between this proposed system and any other well or septic system, whether on
this lot or adjacent lots.
The ground surface on the lot slopes toward the northwest at a shallow grade. Stormwater drainage
will not impact this septic system.The new trench will be constructed parallel to the slope as much
as possible at the same location as the existing trench which has been in place since 1989. The
new trench will be 4' from the north property line and 9' from the west property line. A lot line
waiver request is attached.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water,and more than 5' away from the septic tank. A test hole will be completed
prior to construction to verify subsurface soil conditions. Groundwater will be monitored to
determine the stabilized level.
Please refer to the attached test hole log from the system file and the plan and profile sheets for
the septic design.If this design is followed,there will be no adverse impacts to adjacent properties.
Sincerely, �si
i
Michael E. Anderson, PE 0*. 49 THTH
Eato-4---7Michael E.Anderson
r+ •
fkc/fl�QF.2/23/19, �F}a�'�.r'/
flit\\ �t�1�`.'.
KASILOF HILLS, BLOCK 2, LOT 11
`\ \ \
\ \
\ \
\ \ \
\ \
\ \
\ \ \
S5 VACANT LOT \\\ `\
LOT 10 \\ \ \\\
/
/
-
REMOVE ALL PIPE&CONTAMINAI\ED \ \\ //
MATERIAL FROM EXISTING TRENCH \
ACKFILL EXCAVATED AREA AND DISPOSE PER MOA CODE. \\ \ /
_ ROM THE WESTERMOST 8' RECONSTRUCT NEW 72'LONG x 7' \ \\_ _ /
OF EXISTI4IG TRENCH WITH EFFECTIVE DEPTH ABSORPTIONS -\\ \\ /
I\ MOA dAPPROVED SAND. TRENCH. / \\ \ \
\ / \ \ /\
I \ I PROPOS�iSTEST HOL : •• RK ST\ f N
\\\ TO VE/R{FY SO DITIONS.\\\\ \\\ LOT 7 \\ / ,
( I \
\ \ / mitenr. \\ \\\ I / / \
�_co/ \ ; \
' MT r- •Mt / DECOMMISSION EXISTING \ \\ \
p 2�� TANK PER MOA CODE. \\m •\\ \ LOT 6
INSTALL N 1,280 \\7N \
5.
GALLON SEPTI TANK H2 TH1 \\ \ \
• (COR N 1.89) •(R&M 1978) m \\ \
•' ' *;••.�; . . rr 1111 EXISTING WELL \\2� \\ N I
, i•.is .,nt4'.i4;..•,. •:. J \ \
/
'\ / r o / \LOT 11 /
� r \ \\\ \ \\/
r O \.11 \ /7\
\ -... — — — — --- --- ‘
<L. \ \\\ \ \\
Q
\ \
\ \
\ EXISTING SEpT1G AREA 12 / ' - - `\1� \\1
\ \ LOT \ \�
\ \\ N
\ \ / \ \ \
GE \ /No. / \ \ \\ \\
1' ENG N INING� YOTE: \ , \
_,„pai .til• NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE LEGEND
��••4-�F.NOF,. Cq b. PROPOSED SEPTIC SYSTEM
< •,••• ., .. CO-CLEANOUT
a?C-') � 1 ': .. 2C0-DOUBLE CLEANOUT
. •' ••: ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
s ° 49th i� • FCO-FOUNDATION CLEANOUT
%• f i PROPERTY ARE SHOWN.NO CONFLICTS WITH WELLS OR SEPTIC
r FS-FLOW SPLITTER VALVE
.... «......�.w t• •• SYSTEMS.
41 MICHAEL E. ANDERSON•, ; MH-MANHOLE
•i� �. NO. CE-4381 r° � 0 50 100 MT-MONITORING TUBE
♦ F •. 2/23/19 .•••'fid'.• im NE N. mi FEET 40. SV-SEPTIC VENT
♦•444,0„5;;�441. 1" .50' TH-TEST HOLE
KASILOF HILLS BLOCK 2 LOT 11
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW 7' DEEP TRENCH SYSTEM
PERK RATE: 15 - 30 MIN/IN 1250-GAL SEPTIC TANK
APPLICATION RATE: 0.6 GPD/SF
600 GPD / 0.6 GPD/SF/3' WIDE/7DEEP/2 SIDES = 71.4 LF TRENCH REQUIRED (72 LF SPECIFIED)
BOTTOM OF TRENCH: 10' BELOW GRADE
FLOW LINE ELEVATION: 3' BELOW GRADE
TOP OF TRENCH: 0.5'ABOVE GRADE
6"
X11— —
——_—'10k=
: =ifif= = =TEE
—I I
2.5' = C = �
L--JL...11-11= = 1..
6" : : :_: : .,
ii:i:= "'• 4" PERFORATED PVC (HOLES DOWN)
:I;•:•::::::::::::;.;.;:;:_::..
-::• ::::::::.,:.:::•:.::::::.:::.. DRAINFIELD ROCK
:.:.:::.:.:.:.:::::.:.:.:.:.:.
:.:::::;:::.:.:::::::.::•:::•.
:::::.:.:::::::::.:;:::::.:.:.
7' •:.: : : : :_: ::::: :_: : : :.
:;• :;:;:::::;:::;:::::::::::.:.
''.*:;•-=•;• O. REMOVE ALL CONTAMINATED
-: ::' MATERIAL FROM EXISTING
. ABSORPTION TRENCH AND
• •-:::-:-::::`::. —•- DISPOSE IN ACCORDANCE
::.::::::::::::::::::::::::::. WITH MOA CODE.
::::::::::.0cdi::::::::::::::.
:::;:;:.:;:;:;:;:.:;:::::::;:.
:;• :;:;:.:::.:;:;:;:.:.:::::::.
REMOVE ALL CONTAMINATED
MATERIAL FROM EXISTING
ABSORPTION TRENCH AND
DISPOSE IN ACCORDANCE ./_
WITH MOA CODE. REPLACE � • r±�ll
1 lJ
WITH MOA APPROVED SAND.
4 3' 1 ENGINEERING' '.
7111%it
TYPICAL TRENCH SECTION '�,P••••"'••"'••••~• •.•
NOTES: (NO SCALE) • 49th �` '�'�•••
1. GRADE AREA OVER TRENCH TO DRAIN AWAY • !
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' •�nl.•MICHAEL E. ANDERSON
• •• No. CE-4381 •_kJ
3. CHECK .,-..,...vWITH 2" OF .N
AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER ••t�fF�`'• 2/04/19+''�``�4:
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY ����� SSS 44•x•
rbc,
Ix
go (yE
<<l: _: u
.e.ktW E N G I N E E R I N G
PO BOX 240773
ANCHORAGE,AK 99524
522-7773 677-7766(FAX)
February 23,2019
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
P.O. Box 196650
Anchorage,AK 99519-6650
Subject: Kasilof Hills,Block 2,Lot 11 - 10921 Kasilof Boulevard
Separation Distance Waiver
Absorption Trench to Lot Line
Dear On Site Services Engineer:
Very little area is available on the subject lot to upgrade the septic system. We are proposing to
reconstruct the existing absorption trench at its current location. The western end of the trench is
only 4' from the northern property line. The majority of the trench is more than 10' from the
property line. Soil conditions at this location are composed of gravel with silt with percolation
rates under 20 minute per inch. Very little migration of effluent is anticipated. The adjacent lot
is currently vacant with more than sufficient room to allow for placement of a well and septic
system which will not be affected by the location of the proposed trench. We therefore request a
waiver be issued allowing the trench to be 4' from the lot line at its closest point.
Sincerely, B
Michael E. Anderson, P.E.
.•'�E OF A4,14.•
11 %*
49th rC
•
-j ..
•A MICHAEL E. ANDERSON? ;
•C No. CE-4381 �=
'\ \ \
1 `\
\\\\
\\ \
\ \
LOT 10 .,,, ,---\ _.•0`
�\ N
BLOCK 2 /� \'o. �\
f 5/8" REBAR o W 2pp 51'<RgyGl \\; \\ LOT 7 \\/
(TYP) S�Zppp / cn
\. ' �� \
/ Inz,' \y Z1Tn`
© O / 15.2. \' o `
4" PLASTIC c o\
r RISER (TYP.) � f DECK OVERBUILDING `\� po\ LOT 6 l
o © I GARAGE WELL y \ �\
,—o / �Sr. = 1 I
v3 0 /= o
`fin ASPHALT mg \ 'o\
3p �' DRIVE 1%= L Q T o0.
`\ \\ ;
x 0 %/a6.� ` 30,410 S.F. p \\ \\ /�
DECK , \
th (rn,) N DWELLING \ U.G.T&E \ /
0 2a� 36.E / N \ \ /
\ /
NAT GAS I \.3p.\CANT N 0 ) A
W 841_, .4 _., 7:6
1 2 Op~ \rE7 \\\\\
N1pp LEGEND: \(C)=CALCULATED DATA
g; 16 (M)=MEASURED DATA \
\
O N LOT 12 ohu OVERHEADR)=RECORD DATA
UTl LTIES LAT \ \
ER C/? o--.
I.,Z U.G.=UNDERGROUND ` \
r/ T&E=TELECOMMUNICATION & \ \
'c ELECTRIC \
z \ NAT.=NATURAL \
PED=PEDESTAL
\ \ FND.=FOUNDATION \
(TYP.)=TYPICAL \
\
\
\ \
> 1* = 50'
I
° NOTES:
1. EXCEPTING FOR GROSS NEGUGENCE, THE LIABILITY FOR THIS SURVEY SHALL NOT EXCEED THE COST OF PREPARING THIS SURVEY.
2. THIS SURVEY REPRESENTS VISIBLE IMPROVEMENTS Sc CONDITIONS ON THE DATE OF SURVEY.
3. THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEY & IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE.
4. THIS SURVEY PERFORMED FOR SCOTT USKA, R SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION.
I EXCLUSION NOTE: 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 PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON
BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
�������1f11 aJF FARMER SURVEYING
��unt q�'I bits
AS—BUILT 9131 E. FRONTAGE RD.
•4P^`. °° �`�'F,��j PALMER,PH (907)745-022259645
`►'� °°°°°9 "°'l' P' "
� bob®farmersurveying.com farmersurveying.com
.*/ °
49TH i\ ear ~ WO: 1800769
.............._...............°.i FB: 18-10
•• • LLC. PAGE: 1 of 1
, e...0.-,....----e 8. Planners: Surveyors SCALE: 1 " = 50' FILE: 1800769AS
Robert J. Farmer .�o ::
-0,°.. 10615—S c.�4'_: I HEREBY CERTIFY THAT A MORTGAGE INSPECTION WAS PERFORMED
1 ,,,ROF>ssla . ,p* ��`' KASILOF: UNDER MHILLS SUBDMSION,Y DIRECTION ON HBLOCK 2, LOT E FOLLOWING D11 DESCRIBED PROPERTY:
111t1t"-.1�%%%�-2818 SURVEYED PLAT No. ON 96,HEA20th0OFG ANCHORAGE
RECORDING, 0118TRlCT, ALASKA.
@2018
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, TeLephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
_ ALA
AdOres!;
ANcH
~(~,TRENCH [] BED [] W. DRAIN E] OTHER
ongmal grade ';;~ 1
FI
C~ -'- F1
G[avel depth beneath p~pe
FT
WELL
LOT LINE
FOUNDATION
DISTANCES
SEPTIC
TANK
ABSORPTION
FIELD
WELL
AS-BUILT DIAGRAIVi ~$how tocat~ol ol well, sep,lc system ploperly hnes, Ioundabon.
WELLS
L ~ PRIVATE.~._',,%~?///' [] OTHER {Identify)
;'~¢'-"' ~'~ ~"' ' ~---- -- q~D,tal E~epth Fl' Cased to
REMARKS:
FT
Scale: I~'T.<~
Inspections Performed by.
I ~'~ (""' '~ 't~ f~.~-~']~' t~ N ) I (2. f-- LC (~ cedily Ihat Illis inspeclJon was parlormed according to all
~uniopal and S,ate guidel,nas in ellac, on 'his date:
Health DepartfllorltApproval: ~~,J~.4~
Tom Fink,
Mayor
/ unicipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box '196650 Anchorage, Alaska 99519-6650
343-4744
August 1, 1989
Bruce Corwin, P.E.
Corwin & Associates
1000 East Dimond Boulevard
Suite 205
Anchorage, Alaska 99515
Subject:
Waiver Request for Lot 11 Block 2 Kasilof Hills S/D
Waiver Request ~WR890040, Permit ~890144
PID #015-161-35
Dear Mr. Corwin:
Your request for waiver of the required 10 foot separation
between a septic system and a lot line has been approved.
waived distance is 6 feet.
The
This approval applies to the existing septic system lot line
separation only. Any future upgrade to the septic system will
require all separations be met or another approval from this
department.
Sincerely,
Susan Oswalt
On-site Services
SO/lw: ~7
MUNICIPALF[¥ Vt-
ENVIRONMENTAt SERVICES DIVISION
~COVE: ' 'o~
LOT ti ~LK ~.
KP,51L_O F: H I L.
__ ~ ~T~S'z ~ou~ ~
SEWER. SYSTEM 'LOCATION PLAN
a "" "~ " ] ]~ T~ ACCURACY OF L~ATION OF EXISTIR6
// ~ .~ ~"'~: ................. ?~*~*~;~:~:~;~:~:~:~`~::~::~::~:~:~:.`~:~.?...~;~;~:~ NOT BY SURVEYINe TECHNIQUES.
~;;~*~',~:.~,;,~,, ~;~ .... ~' *' '" ......... '* ~ '~! '
'* ' :' .......................................~ '""'"'" 't"'"'i'i ' ' .................................................
DIMENSIONS INOICATED HAVE BEEN
~EER'S SEAL)
Municipality of
DEPARTMENT OF HEALTH & HU
825 "L" Street, Anchorage, Alas~,a
SOILS LOG -- PERCOL,
PERFORMED FOR:Al AS KA. (JS'A.
2
4
7
g
10
12
17-
1§
2O
HILL~
nge, Section: T/Z..k.L ~.- ~ (...)
/PE SITE PLAN
Townsh
WAS GROUND WATER
ENCOUNTERED?
COMMENTS ~-'"/1~ _~-~,. /
IF YES, AT WHAT
DEPTH?
]~Xt/
Reading Date Gross Net Depth to Net
Time Time Water Drop
~ / ?//,./~ 4:0(2 /o,.,,,'~ -.F' ,/o'
~Z " ¥'/o '~ . F' ,6~"
~'4 " 't-:~o " , F" . OF'
~ ,~'~ " 4:40 " , T' .0~'
PERCOLATION RATE / 7, 7/ (minu~es/inchl PERC HOLE DIAMETER
TEST RUN BETWEEN Z~ FT AND
72-008 (Rev. 4185) (~ { /
WAS PERFORMED IN
MUNICIPALITY OF ANCHORAGE _~0.~~
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 LStreet - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPFCTtON REPORT
LEGAL DESCRIPTION
DISTANCE TO: I~/el] I ~ O
LOCATION
Manufacturer
Liq, caf
DISTANCE TO:
Manufacturer
Absorption area ._~
IF HOMEMADE:
We~l
DISTANCE TO:
No, of linss (~ ~. Length of each line(¢
Top of tile to finish grade
Length
Type of crib
/
DISTAN~ TO:
Width
L(; ,
Foundation
Total length of lin~)(~
Material beneath tile
Depth
Crib diameter Crib depth
Well Building foundation
Depth Driller
Building foundation
DISTANCE TO:
OTHER
PIPE MATERIALS
_ '
SOIL TEST RATING
INSTALLER
R EMAR KS
Sewer line
Wiclth
Material
Nearest lot line
Trench widtl~;)(_z~ inches
'~ .~ches
NO. OFB~ROOMS
No. of cornpart, g~ents
Liquid deptl~,~/~
PERMIT NO.
Liquid capacity in gallons
.ERM,T NO. q ~0 (~ ~g
Distance between Jines
Total effective abgorption orea
~E~MIT NO.
· Total effective absorption( -~(~area
Nearest lot line
Distance to lot line
Septic tank ~-- Absorption area
APPROVED
DATE
LEGAL
THE I...EN[.:i'f'H E:, :[ I"llZl'.,l'.i!~; 11: Eflq I f~; THE: L. IEI'.,IGTH ,:: I l',t FEET ::, ElF' "I~,HE TF'.Iiii:NCH Eft;i: [::,1:~:1::1 ]: i'.,ll:::' :[ El_l:::,.
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GI:;iICII.JI'.,I[) FII'.,ID THfi: DOTTOH OF' THE:
THEF~'.E ]:E'; NO ~li:.'"l' I.,.I:[I:::,TH F'[.)I~:
'l"HIi!: Gf~'.FI',,,'EL. [::,IEF'TI.I ]: ::~; THE H I i'.,I I P1UH I::,EF'TH OF' GF;iff:/',,,'Ei:L. I!i~E'TH[i:IEI'.,I THE OLFI"i::'F:IL..!.. F:' :[ I:::'I!!:
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Eiq:IC:I':::F' :1: I..L. I I",IG OF F:II",I"~' !~:'¢~.:.';'I'EM I.,.! :1: 'THOIJT r:: I NFIL ]: i",lti!i;F'lii!:E:T :[ O1'.,I I:::IND I:::ff::'l:::'l;;:Cl'v'F:lL. E!:"¢ TH !
[::'[i!I::'IqF;;:"I~I"'I[EI",I"f' kl ILI_. Iii!:[!:: :51J[.:)..]'IEC'T TO f::'I:~:Ofi!;[Ec:LrT' I Oi'.,I.
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OF "I'I"IE I,.IEI..L
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::1..: ]: F:IM f::'l::lf'l:[L. I I::ll:;~: I.,.IITH THE
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:]i:: ]: I...ll'.4[::,[!if;i:S'l"l::ll'.,ll:::, THFIT 'I"I'"IE: ON-.-.:!i!;I'Tl:i:: :5[:':l.,.IEI;i: ~.:,"r'?f'IEH i"lFl"r' I'~:ffEQ[.IIF::[~' I:EHI_.I::ff;;:GI:i:I'"IEI",I'T :I:F: 'TI'lIE
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July 19, 1978 R&H No. 851131
Hr. Rex Brown
8240 Pioneer Pkwy.
Anchorage, Alaska
99504
Subject: Soil Investigation for Sanitary Sewer System, Lot 11, Block 2,
Kasilof Hills Subdivision, Anchorage, Alaska
Dear Mr. Brown:
At your request of July 12, 1978, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the subject
lot. The investigation complied with those procedures required by the Muni-
cipality of Anchorage Department of Health and Environmental Protection.
This investigation, which was accomplished on July 12, 1978, consisted of a
test hole drilled to a depth of 16 feet below the existing ground surface.
The test hole was sited according to your instructions and its location is
shown in attached Drawing A-01. Drilling was accomplished with a rotary
drill rig using continuous flight solid-stem auger with an outside diameter
of 6 inches. A sample was taken at the depths shown on the soils log in
Drawing A-0]. The sample will be held in storage at our lab for approxi-
mately six months. In addition, all material brought to the surface by the
augers was continuously monitored by an experienced engineering geologist.
The topography at the drilling site is generally horizontal. At the time of
the investigation the site had original vegetation consisting of long grasses
and spruce. The top of the test hole was located at original ground surface.
The soils encountered in the bore hole are shown in the test hole log in
Drawing A-01. This log displays specific conditions encountered at the test
location. However, subsurface conditions may vary in other parts of the lot
without any apparent surficial evidence of the change. Groundwater and
bedrock were not encountered. At the time the hole was drilled seasonal
frost was not present and permafrost was not encountered.
A percolation test was performed within the bore hole at the depth shown in
the attached Table 1. All depths were measured from the top of the hole.
The data in Table 1 show average infiltration from the depths indicated to
the bottom of the hole. The measured percolation rate was 6.25 minutes per
inch.
June 19, 1978
Mr. Rex Brown
Page -2-
We appreciated this opportunity to be of service to you. Please contact us
if you have any questions concerning this letter or if we can be of addi-
tional service.
Very truly yours,
R&M CONSULTANTS, INC.
Lynne Kosikowski
Staff Geologist
JMB:LK/kah
Jim McCaslin Bro~, Ph.D.
Project Manager ~
BORING NUMBER i Date Completed: 7-17~-78
SOIL DESCRIPTION
ORGANIC MATERIAL
Dark Brown, Soft, Slightly Moist
....... 1~5'
GRAVEL with some silt (GM)
Numerous Cobbles
Brown, Very Dense, Slightly
Moist
4.5'
GRAVEL W/SOME SAND (GP)
Brown, Dense, Dry
7.0'
LOCATION
SKETCH
No Scale
T.H.~'
60'--
LOT 11
SANDY GRAVEL W/TRACE
TO SOME SILT (GM)
Brown, Very Dense, Dry to
Slightly Moist
Numerous Cobbles
16'T.D.
REFUSAL ON BOULDER
NO WATER T~2~LE ENCOUNTERED
CONSULTANTS, INC.]
SOILS LOG
NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE
NOT 8EEN MEASURED 8Y SURVEYING METHODS,
EXPLANATION
~'~ -.. ORGANIC MATERIAl
i~: L/ltle Visible Ice 0:10' Vx~----'---'
,'i~:~ ~ A.B. L--'ICE DESCRIPTION
· ". ,.~SAMpIE NUMBER
~Ss 72,5Z1% ,85.gpcf
. '~ ~ATF~ CONTENT
~O. ~ATE~ TABL~
~L~RO~ STRATA CHA~G~
BEDROCK
TYPICAL SOILS LO~
SAMPLER TYPE SYMBOLS
ORGANIC
~'-~ SILT ~ BEDROCK
~ SAND ~ IC~ MASSIVe'
LOT 11, BLOCK 2
KASILOF HILLS SUBDIVISION
ANCHORAGE, ALASKA
TIME
3:50
3:51
3:52
3:53
3:54
3:55
3:56
3:57'
3:58
3:59
4:00
4:05
4:10
4:15
4:20
4:30
4:40
4:50
TABLE I
PERCOLATION TEST
Rex Brown
R & M NO. 851131
ELAPSED
TIME
0
1
2
3
4
5
6
7
8
9
10
15
20
25
3O
4O
50
6O
FEET
3~8
3.9
3.85
3.85
3.9
3.9
3.95
3.95
4.0
4.0
4.05
4.10
4.2
4.25
4.3
4.4
4.5
4.6
DROP IN INCHES
0
0
0.6
0
0.6
0
0.6
0
0.6
0
0.6
0.6
1.2
0,6
0.6
1.2
1.2
1.2
9.6 Inches Total Drop
6.25 Minutes Per Inch
SlX INCH WATER VVE!__L DRILLED AND CASED OUT TO THE DEPTH OF___~50 ;-'6.e~,
DRILLED AT THE RATE OF_
PROPERTY OWNER __
LOCATION OF VVELL SIT]E~F.~,~,,
PER FOOT.
~o 99504
WELL LOG:
1._'. _- y.
DATE
: ' "-- *':': ~ "" - "~".-'~:':-' ;-'0"" ':-" ': ' '-' ' .k'A'5-.i~<'-.. ,:
.... · ........... ...... -'- ~ ..... -; ..... ,., ' ': ' ' ....... ::%;,';,.:t~d:,;;~,-,. ..:,, ,. , .
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLE--TION OF SAID DRILLING
VCRITE CHECK F'AYABLE TO RAMF,ART DR1LL1NG WORKS FOR THE SUM OF
THANK ,YOU YERTM MUCH.
BERNIE C:LAUS OF RAMPART.DRILLING WORKs
ePCIM/S
MUNICIPALITY OF ANCHORAGE
•
E:7
i
Development Services Department ' Phone: 907-343-7904
On-Site Water & Wastewater Section �� Fax: 907-343-7997
Certificate of On-Site Systems Approval �Q 7
Parcel I.D. 015-161-35 Expiration Date: iO l 7
1. GENERAL INFORMATION
Complete legal description Kasilof Hills Block 2 Lot 11
Location (site address) 10921 Kasilof Blvd
Current property owner(s) Freya & Jesse Janssen Day phone
Mailing address 10921 Kasilof Blvd, Anchorage, AK 99507
Real estate agent Jesse Campbell Day phone 885-9057
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Private Well n Private Septic
Water Storage ._, Holding Tank ❑
Community Well Community n
Public Water System U Public Sewer U
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ b50 Waiver Fee $
Date of Payment 5/I //4! Date of Payment
Receipt Number ( 1b Receipt Number
COSA# 3�r Al!3Waiver#
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. I acknowledge that On-Site staff may visit the site to verify the information submitted.
Name of Firm Forge Engineering Phone 907-522-7773
Address 1399 W. 34th Ave Suite 101, Anchorage AK 99503
Engineer's Printed Name Benjamin Schiller, P.E. Date 4/30/19
OF Agk•t10
Oa
i* 497 %� *rl4
6. DSD SIGNATURE '•,
System #1 Approved for LI bedrooms / Benja chiller :
/ •
,• CE 12592 Lev
System #2 Approved for bedrooms filtF9Fpp... ..
ION*`.��
Disapproved \
Conditional approval for bedrooms, with the following stipulations:
���\Y(OF(
4.1 C(ir
GHQ ° x
ON-SITE c
WATER AND
17-1 WASTEWATER z1
PROGRAM \�
1)))))11)10'
By: Original Certificate Date: S Tl 7
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 Checklist blue sheet
COSA Checklist
Legal Description: Kasliof Hills Block 2 Lot 11 Parcel ID: 015-161-35
If more than 1 septic system on lot: COSA Checklist# of Structure served by this system
A. WELL DATA
❑■ Well log is filed with Onsite (or attached) Well production at time of test 1.1 gpm
Date drilled 9/15/78 Water storage tank volume gallons
Total depth 350 ft Well disinfected for coliform test? ❑ Yes ❑■ No
Cased to 40+ ft Coliform bacteria is Negative
EI Sanitary seal is functioning correctlyNitrate 0.913 mg/L El Nitrate less than MRL (ND)
Wires are properly protected Arsenic ug/L 0 Arsenic less than MRL (ND)
Casing height(above ground) 32 in. Collected by Farmer's Surveying
Date of flow test for COSA 12/21/18 Date of Sample 12/20/18
Static water level at beginning of test 53 ft.
Comments
B. TANK DATA C. LIFT STATION
Age of tank(s) <1 years ❑ Required maintenance completed
Tank type/material Septic/Steel Age of lift station years
Measured operating fluid level in septic tank Lift station material
th Standpipes/foundation cleanout per record drawing Comments: N/A
Date of pumping New construction
D. ABSORPTION FIELD DATA Deep Trench
Which system tested (date installed) 1/12/19 Adequacy test date New Construction
0 ALL standpipes present per record drawing Results ®Pass For if bedrooms
Total measured depth from grade 11 ft(max) Fluid depth prior to test in
Measured depth to pipe invert from grade 4 ft(min) Water added gal
❑ N/A—pressurized field New depth in
[' Monitor tubes go to bottom of effective. If not, state Elapsed time min
depth into effective
❑■ Code-required soil cover over field Final fluid depth in
❑ System presoaked Absorption rate gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months)
date of test)
Gallons introduced gallons If yes, enter date
Comments/Deficiencies:
COSA Checklist yellow sheet
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' Community Sewer Manhole/Cleanout> 100'
0 Yes if No ft Q Yes if No ft
Neighboring Tank > 100' El Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft
Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' 0 Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft
0 Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' 0 Yes if No ft n Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ElYes if No ft Surface Water> 100' ❑✓ Yes if No ft
Property Line > 5' El Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' 0 Yes if No ft Private Wells > 100' ✓❑ Yes if No ft
Water Main > 10' El Yes if No ft Community Wells > 200' 0 Yes if No ft
Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below
Property Line > 10' ❑ Yes if No 5* ft Wells on Adjacent Lots:
Water Main > 10' 0 Yes if No ft Private Wells > 100' EJ Yes if No ft
Water Service Line > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft
Surface Water> 100' 0 Yes if No ft
F. ENGINEER'S COMMENTS
Waiver OSV191002 for separation to lot line
G. ENGINEER'S CERTIFICATION �1���X‘\,
OF A4.glll
I certify that I have determined through field inspections and review , II...•' • l
of Municipal records that the above systems are in conformance with /O •• .„ ` *-.117%
MOA COSA guidelines in effect on this date. %*;.4 T! /\ • *1�
•
/r • Benja. chiller j
r1 lac•.• CE 12592 •��/
�JJ 4/30/19 •••CSA /
COSA Checklist yellow sheet ,ilia PROFESSO rs-4�'
\ \1
\ \
\ 1
1 \
\ \
\ \
\ \
LOT 10 c\
BLOCK 2 �� '/ \o \ \\�
1 S�+�Ra� \ �\ LOT 7 \/
5/8" REBAR •00,00"`N 200 / \SN; \r 0\mac �\ \
I E
116.2' ; �� \
0 (:r 4" PLASTIC f \I^ O
f )RISER (TYP.) o® BUILDING Z� o\ `
111 x I GARAGE OVER \ o,\ LOT 6
n WELL \ \ I
;-� %` �/=
o i' o1 I
ASPHALT �� \ oo\
n DRIVE �w �N_ \ i^ I
3�+ .: �at o._ LOT a \ 7\\
tit a •
./ ►/� 30 410 S.F. 0 \ \
� 0.. �/a6.7' W 1�,�� ' O \
Ul R ( ) DWELLING` \\ U.G.T&E \\ //
36.4' 1/ \ /
0 a \ NAT GAS \-.) \CANTN �\
73 r 203.0)<R�c>` ` _._.! ' \\ \\
�Z
'<v <\\rg° _
• N (C)=CALCULATED DATA \\\ \ \\
ND: \\
Com, t (M)=MEASURED DATA \ohu OV RHED=RECORD AUTILIITIES TA PER LAT \
M Z U.G.=UNDERGROUND \ \
�-N T&E=TELECOMMUNICATION & \\ \
'' -6 N ELECTRIC \
Co 46 NAT.=NATURAL
Z N \ PED=PEDESTAL \ \
-'. \ \ FND.=FOUNDATION \ \
(TYP.)=TYPICAL \
1
1
\ \ \
1" = 50'
\ \
NOTES:
1. EXCEPTING FOR GROSS NEGLIGENCE, THE LIABILITY FOR THIS SURVEY SHALL NOT EXCEED THE COST OF PREPARING THIS SURVEY.
2. THIS SURVEY REPRESENTS VISIBLE IMPROVEMENTS Sc CONDITIONS ON THE DATE OF SURVEY.
3. THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEY & IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE.
4. THIS SURVEY PERFORMED FOR SCOTT & SHARON LISKA, IT SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION.
EXCLUSION NOTE: 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 PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON
BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
tgo• 't �I�ll, AS-BUILT AB FARMER SURVEYING
9131 E. FRONTAGE RD.
-S c....°°•........... iij PALMER, ALASKA 99645
•4: 4�P°° ' °**.j>r I�, PH: (907)745-0222
bob®farmersurveying.com www.farmersurveying.com
i * 49TH /\ °°;* i 1hk
° WO: 18-00769
70. Li/CI PAGE: 1 of 1 FB: 19-01
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4. Robert J. Farmer :oNO Surveyors:Planners SCALE: 1 " = 50' FILE: 1800769AS
/���'If'•° 10615—S •"��S I HEREBY CERTIFY THAT A MORTGAGE INSPECTION WAS PERFORMED
L' ,,A, pb°FfSSI.NAL\'A�```� KASILOFUNDER MHILLS SUBDIVISION,Y DIRECTION ON HBLOCK 2,FOLLOWINGE LOTD11 DESCRIBED PROPERTY:
lI��tl«„"����� PLAT No. 66-96, PALMER RECORDING DISTRICT, PALMER, ALASKA
y J� t7 SURVEYED ON THE 17TH OF APRIL, 2019. ©2019
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH &HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage. Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
HAA# ~ ~c~ -q~ 0 bt, ~
1, GENERAL INFORMATION
Complete legal description ~,~.,1 I,I ~ ~..?~,~ .f~.,
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address.
Day phone
Agent
Ad dress
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev, 1/91) Front MOA ~21
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bl~l:lNlONi] AB NOIJ. O:IdSNI :10 /N:IIN~iJ.VJ.S 'S
Legal Description:
A, Well Data
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Date of test
Static water level
Well flow
Pump level1
~' ~,~ ; !~,',Parcel I.D.
if A, B, or C, attach ADEC letter. ADEC water system number
Date completed ' /??:,:/'/¢'~ Driller
~¢ ;~ Casing height
Wires properly protected (Y/N)
Cased to
FROM WELL LOG
ct~ 0
AT INSPECTION
g.p.m, g,p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot / I L--~
Absorption field on lot
Public sewer main
Sewer service line
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform
Date of sample:
B. SEPTIC/HOLDING TANK DATA
Date installed / ;¢<-) /,~ '(
Nitrate ~-~ ,'7 7 Other bacteria
l- ~ ~ :S Collected by: '~7 ~
Tank size
Compartments
Cleanouts(Y/N) ?
Foundation cleanout (Y/N) _
High water alarm (Y/N)
Date of pumping '-[.~.~.,
~st%/ed Depression (Y/N)
(Y/N) ]"///~ ~,'b
Alarm
Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot i i~
To property line ~, ,J~
Surface water/drainage
On adjacent lots
Absorption field
Foundation
Water main/service line
72-026 (3/93)* Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
"Pump on" level at
High water alarm level
Meets MOA electrical codes (Y/N)
Manufacturer
Manhole/Access (Y/N)
"Pump off" Level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Length 'Tf:~~
Total absorption area
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Width
Soil rating (GPD/Ft2) ¢~./?-OL System type '/~/'¢.~ ,2 il
Gravel thickness '~ Total depth JO ~
Cleanout present (Y/N) fh/'7~'~ Depression over field (Y/N) ~k.(
Results (pass/fail) for . -~'~ Bedrooms
I ~;,'~ After test c.~ -'~
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot I 0
To building foundation
On adjacent lots '~ ~
Surface water N i ~
Curtain drain ~'q ( (~'
On adjacent lots '~ I C','(~ Property line
¢~ To existing or abandoned system on lot
Cutbank ~'~ ~ ~,t. ~ Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to afl MOA and HAA gu/defines in effe¢ on th~ .d,a~te of this inspection.
Signature
Engineer's Name
Date
HA,& Fee $
Date of Payment
Receipt Number
72-026 (3/93)* Back
Waiver Fee $
Date of Payment
Receipt Number
ANCHORAGE, ALASKA 99502-5904
(907) L79-.. 716
Mur~icipai ity o-F Anchor agc~:
Division o~ ~--r~.vironmerH:ai Health
O,apartment of Health and Social Services
E]20 I Street
Anchorages Alaskm 99501
Subii~:,c.t: HAA ~:or Lc)i: i1., Block 2 Kasi)oz~ Hills
Au~ust .3c) ~ ] 993
Ge~t i emen;
q-he (,~e!). was (:esi:ed lin August 2~ 1993. At Lhe b~:~gin~J ng o.F th[a
test the water sur~:ace was .Fouled at 44 feet belew top o-F
At ,=~ pomping rate of 6.5 gallons per minute the ~;ol].ow~n~ read--
ings were 'k~),ken.
TIME bJtYTER METER SONAR
I: 33 182 ~, 230 44-
1: 4Ei ..3:J-lO :[ 12
2: 0:~ 460 205
2: 40 306
2: 50 298
3: 00 290
3: 10 282
3: 20 ~ ~ ~
3: J;O 264
3: 40 257
Stop Water
~: 30am .];0
J}u~-il'~r~ one boor oxF recover',/ th~, ~1] recovered 49 .Fec~,~ or 7..~,.5
ga)Ions ( 1.'2 cjpm) 'Thins recowary rate prevailed ~of some, Izimm
as evidenced by the full recovery over nicjhJ:. ]l~e residence was
occupied durin(] '[his l:~t-:iod: ~iith unl-::llOVJn qu,vd]hi'Lies o-f: wat[z~r
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
Parcel I.D. #
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include 10t, block, subdivision, section, township, range)
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
· %, ,--'
L'~- /Lo~- ~--,~ NAA# ~-~c~ { .,~\
Location (address or directions)
!o¢/z i ,F..AS ! LOF
(b) Property owner .Al /'~,~
Mailing Address P(~
(c) Lending Institution
Mailing Address
(d)
A i,J.m H A K.
Telephone: (home)
ANc_~ A K
Telephone ~
Busi ness "7¢O'4X, -- ~- 75-~
Real Estate Company and Agent
Add ress ~/~
Telephone
(e)
Mail the HAA to the following address: (or check here ~, if hold for pick up.)
List contact person and day phone number below:
2. TYPE OF RESIDENCE
Single-Family~'~ Number of bedrooms
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 th legality and status.
4. SEWAGE DISPOSAL
On-site.~ 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.
72-025 (Rev, 7/88) Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified bymysealaffixed hereto and as of the validation date shown below, IverJfythat 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.
NameofFirm(~'~E~L~/ll\i ¢ /~,.~5C'<- Telephone
Address /~?~c~ J~ D ~ ~l[~kl D ~2~
Date ~
8. DHHS APPROVAL
Approved for ,,.¢'- bedrooms by
Approved g(,,_ Disapproved
Terms of Conditional Approval
Conditional
The Municipality of Anchorage Department of Health and Human Services(DHHS) issues Health Authority Approval
cerificated 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 DHHSdonotconductinspections
or analyze data before a certificate is issued. TheMunicipalityofAnchorageisnot responsible for errors or omissions
in the professional engineer's work.
72-025 (Rev. 7/88) Back Page 2 of 2
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authorily Approval (HAA)
CHECKLIST- FEBRUARY 1984
343-4744
Legal Description: Lo
If A, B, C, D.E.C. Approved (Y/N) __
Well Log Present (Y/N) 7 Date Completed 5/,~
Total Depth -- (. Cased to~-3' Depth of Grouting 1-},~
Static Water Level __27_~' Pump Set At
Yield
Casing Height Above Ground ~ ?'z '
Electrical Wiring in Conduit (Y/N)
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line ~i //~
To Nearest Sewer Service Line on Lot
Water Sample Collected by ,Y--. L;,~
Water Sample Test Results .~,'~
Comments ? ~:~v_o~/ -~_~
Sanitary Seal on Casing (Y/N) ~
Depression Around Wellhead (Y/N) ~
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer Cleanout/Manhole
;Date
SEPTIC/HOLDING TANK DATA
Date Installed [~ 7~ _~Size //
Standpipes(Y/N) y _Air-tight Caps(Y/N)
Depression over Tank (Y/N) ~
Pumping/Maintenance Contact on File (Y/N) ~L!
Holding Tank High-Water Alarm (Y/N) /kl
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water-Supply Well ] I~ ~
To Building Foundation
No. of Compartments
Foundation Cleanout (Y,¢~4~)
Date Last Pu m ped _~//~.5-/~¢¢(
;for ~.J
Temporary Holding Tank Permit (Y/N)
To Property Line ~Z. ' %
To Water Main/Service Line ;:" -¢© '
To Stream, Pond, Lake or Major Drainage Course
To Disposal Field ."5- ' '+'
72-026 (Rev. 7/88) Fronl Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed ,-~, ,
Width of Field '-~ 6,0"
Square Feet of Absortion Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Type of System Design
Length of Field -/E; '
Depth of Field /O ~
Gravel Bed Thickness -7 ~
Statndpipes Present (Y/N)
Date of Last Adequacy Test
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply Well I ~/.z~' ~
To Building Foundation
Lot l '~ '
To Water Main/Service Line ;~ .¢O ~
To Stream, Pond, Lake, or Major Drainage Course It,.J
To Driveway, Parking Area, or Vehicle Storage Area
Comments' ' (*/~6¢ I ~ ~, J~ .~o
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots .~' ~'~O '
To Cutback (if present)
D. LIFT STATION
Date Installed ~
Size in Gallons
"Pump On" Level at~
High Water Alarm Level a~N
Tested for es (Y/~
Meets MOA Electrical Cod
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test.
**Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked verified or.conformed to alI MOA and HAA guidelines in effect on the date of this
inspectionE _/¢' ~.~ ~_////' ~
Company ~. (2/L. ~.~, / ~'
Date ~- ¢> ,* ( ~
MOA No. ' ¢--
Receipt No ¢:~/¢j2
Date of PaYment F ~--~-(:~/' '
Amount: $ /~::)~-
72-026 (Rev 7/88} Back
Receipt No.
Waiver Fee: $
Date of Payment
Page 2 of 2
-r ''
MUNICIPALITY OF ANCHORAGE ' , ~,~z~ ccl'lO~
~ ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
~EST FO~ ~PP~OVAk OF I~DIVIDHAk ~ATfiB A~D SE~R F~ClLITIES
IIRECTIONB~ Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
t. PROPERTY OWNER
PHONE
~'~- 9 9~9
MAILING ADDRESS
PROPERTY RESIDENT ill different from abovel
2. BUYER
PHONE
PHONE
MAILING ADDRESS
3'.' LENDING INSTITUTION
MAILING ADDRESS"
PHONE
4, REALTOR/AGENT
PHONE'
MAILING ADDRESS
5, LEGAL DESCRIPTION
STREET LOCATION
/t/N/I./
6. TYPE OF RESIDENCE NUMBER OF BEDROOMS
~ One [~]~our [] Other
~' SINGLE FAMILY ~ Two ~1- r-ivl;
[] MULTIPLE FAMILY [] Three [] Six ~
7. WATER SUPPLY
INDIVIDU~,L'
COMMUNITY
PUBLIC UTILITY
* ATTACH WELL LOG, A well log is required for all wells drilled
since June 1975, For wells drilled prior to that date, give wel
depth (attach log if available,)
8, S~WAGE DISPOSAL SYSTEM
INDIVIDUAL/ON-SITE**
PUBLIC UTILITY
**If individual/on-site, give installation date ~7~ '~
If system is over two [2) years old an adequacy test is required
by this Department
NOTE: THE INSPECTION FEI-: MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED,
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED
INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPECTOR INSPEOTOR INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
~ SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY B~~ TWO [] FOUR [] SIX
PERMIT NUMBER
2. WATER SUPPLY
[]~* I NDIVI DUAL DEPTH OF WELL
[] COMMUNITY "~ ~'~) I
DATE DRILLED
Connection Verified LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
E~;all~DIVI DUAL/ON -SITE DATE INSTALLED ~'~"
[]PUBLIC UTILITY ~ Q
Connection Verified INSTALLER
[~%eptic Tank or E] Holding Tank
Size:~(-', If Tank is homemade
SOILS
RATING
TYPE OF TANK MANUFACTURER/
TOTAL ABSORPTION AREA MATERIAL~
4. DISTANCESwELL TO: Septic/Holding t'ank Absorption Area Sewer Line Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
~PPROVED FOR ,...~¢/ BEDROOMS
[] CONDITIONAL APPROVAL {letter must accomp~ certificate)
DATE i BY (Ti t1.¢)/~ /
LEGA~ D ESC'RIPTION
72-010 (Rev. 3/78)