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HomeMy WebLinkAboutHIDEAWAY LAKE BLK 1 LT 3Onsite File
Hideaway Lake
Block 1
Lot 3
#015-471-07
UMNUMU U ULAQL
FEB 9 2029
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201364 PID Number: 015-471-07
Dwelling: W Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New © Upgrade
Name
SEAN BROSNAHAN
ABSORPTION FIELD
❑Deep Trench ❑Wide Trench ❑Bed ound
Site Address
10900 HIDEAWAY LAKE DRIVE *ANCHORAGE, AK
El Other
Phone
Number of Bedrooms
Soil Rating
Total depth original grade
907-227-9274
4
GPD/SFJ
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original gradeFt.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
HIDEAWAY LAKE; BLOCK 1, LOT 3
Fill added above original gr
Ft.
Gravel length
Ft:
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total orplion area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ftz
Ft.
Well
100'+
I
TANK ❑Septic ❑s S.T. E.P. El Holding El Other
i
Manufacturer
GREER TANK
Capacity
1000 Gal.
Surface Water
*70'+
Material
Number of compartments
Lot Line
15�+
i
NA
HDPE
2
Foundation
10, +
LIFT STATION
Manufacturer
Capacity
Remarks OLD TANK DECOMMISSIONED PER UPC
GREER TANK
500 Gal.
PER CONTRACTOR "70'+ FLAGGED BY PLS DURING CONSTRUCTION
Alarm location
GARAGE
Electrical installed by
POWERLIGHTING AND CONTROL
Installer
PIPE MATERIAL House to tank D3034 Tank to
d raO EXISTd
NORTHERN EXCAVATION
Draintield EXISTING co/MT/MTD3034
Inspector TIM ECKLUND AND GEG
BENCH MARK (Assumed elevation) 101.32 fl
Inspectio �m 10/28/20 -
Location and description
2�d
TOP OF MH
3m - 4th _
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's tamp
Conditional Approval: Date
0�
F
7
4' H ............ ....
.......
D
_
i...................G
Septic System
'. e I ,,. ess; �p
Q 9 CE— 95
Approved Date .� l i 241 i
�p4 z �i a Z n ,� O
P"fess-,0(10
Note: this approval does not include well permit requirements.
40�000�
#AECC884
PERMIT NUMBER: RECORDGSP201364 DRAWING RAS n V�� I N G
��wEIL LOCATION
AB
DBL1 18.1 9.6
DBL2 18.4 10.2
MH1 17.5 11.7 /
MH2 16.3 15.4
NEW 1500 GALLON HDPE GREER STEP TANK
PARCEL ID NUMBER:
015-471-07
DBL /
HE B EXISTING PRESSURE LINE/
GENERAL ED LOCATION PER PIPE
—_
ON AS -BUILT SURVEY AND 1988
EXISTING HOUSE :° RECORD DRAWING IN MOA RECORE
HIDEAWAY LAKE ° • A.
., DRIVEWAY
dQ ° °d I
d -°. _ I
:AGR L ;'
4.lij
,-
1
. 1
1 1�
I
1
d 1 �
7aD' °
' Q
• d j
\ ' / e. ! • . SCALE:
V=40'
GROUP,GARNESS ENGINEERING ;....:::.... ..................::.....;
ENGINEERING SALES CONSULTING / r
3701 E TUDOR ROAD, SUITE 101 -ANCHORAGE, AK99507• PHONE (907) 337-6179-FAX(907) 338-3246• WEBSITE: w�wgm englneenng com �. .,.ri• •. i ' ........ ••••••••••••••
PREPARED FOR: PHONE NUMBER: e55PAGE NUMBER: ey A-G3R18SS � �►
SEAN BROSHNAHAN 907-227-9274 2 OF 3 �j .. CE - 53 _�
7
LEGAL DESCRIPTION: DRAWN BY: ,
HIDEAWAY LAKE; BLOCK 1, LOT 3 D.J.G. �� �`''••• .,,..,..••('•�' •.
TYPE OF WORK: DATE: LICENSE`1 Ij% ESS\"' �.
SEPTIC TANK RECORD DRAWINGS 1/28/2021 #AECC884 ���Tilkswi
—)
PERMIT NUMF ER: PARCEL ID NUMBER:
C+SP201364 RECORD DRAWING 015-471-07
TOP OF MANHOLE = 101.32
FINAL GRADE = 100.73
MH1 MH2
2" INSULATION PER CONTRACTOR
TOP OF TANK AT INTLET = 91.34 TOP OF TANK AT OUTLET = 91.35
INVERT OF BUNG AT INLET = 90.71
NEW 1500 GREER STEP TANK WITH
ANCHORAGE TANK ORENCO COMPONENTS
,511
J.....:.... g ...............::.....
ENGINEERING SALES CONSULTING • f' 0
3701 E TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE )907) 337-6179' FAX (907) 336-3246' WEBSITE: �wrci.gamesse gneenng com •....• ............. ....••..• .
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: rey A. Garness .' 4+J Ia
SEAN BROSHNAHAN 907-227-9274 3 OF 3 ��C'i�: + CE 795 ����
LEGAL DESCRIPTION: DRAWN BY: �♦ ' , Z�`a �
HIDEAWAY LAKE; BLOCK 1, LOT 3 D.J.G. ��j� 1'ROFESS��P���•
TYPE OF WORK: DATE: LICENSE �rrr�,►�.�.��
SEPTIC TANK PROFILE 12/10/2020 #AECC884
,70
dock
U
0)
rti
U*)
0
z
Lot 2
S86008'5011E 293.01
Manhole
Shed
OXA
'2 stor'
�apse
LOT 3
No
Lot 4 795 6,p
wooc, f,
— 0.2' Ret. wall
ewe
`122.
Septic vent (typ)
REVISED 1-29-21&f/Z
RECERTIFIED 11-30-20
8490R
/ 0.
10,
C") J
(0
L4J LIJ
z
R
AS -BUILT NO CORNERS SEI THIS DATE
OF A4 I I hereby certify that I have performed a Mortgagee's inspection
- - . . . - # in accordance with ASPLS Standards of the following
Aw A described property: LOT 3, BLOCK 1,
49th HIDEAWAY LAKE SUBDIVISION
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
... and do not overlap or encroach on the property lying
i z a b; �et;h L Wailatkai so adjacent thereto, that no Improvements on the property lying
9t .• 3 — LS adjacent thereto encroach on the premises in question and
A0
AW that there are no roadways, transmission lines or other
visible easements on said property except as Indicated
SCALE: V= 40' hereod n.
% Dateat Anchorage, Alaska
EASEMENTS OF RECORD, OTHER THAN Z41. Zb Z4 this 14th day of AUGUST 2020.
THOSE SHOWN ON THE RECORDED FRED WALATKA & ASSOCIATES, L.L.C.
ARE NOT SHOWN HEREON. FB 20-4, pg 70 BE 907-248-1666 Engineers and Surveyors
UNLESS OTHERWISE NOTED LK FB 20-4, pg 25-27
This drawing Is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey
and Is subject to any inaccuracies that a subsequent boundary survey may disclose. The Information contained on this drawing shall not be used to establish any
fence. structure or other Improvements. This drawing shall only be used lbr a single property transaction. Use of this drawing by the original chant or by others at a
later date without the consent of Elizabeth L Walatka Is a violation of Federal Copyright taw. Unless gross negligence Is discovered, the liability extent of the
preparer Is limited to the amount of less collected for services In preparation of this producL
30
R
AS -BUILT NO CORNERS SEI THIS DATE
OF A4 I I hereby certify that I have performed a Mortgagee's inspection
- - . . . - # in accordance with ASPLS Standards of the following
Aw A described property: LOT 3, BLOCK 1,
49th HIDEAWAY LAKE SUBDIVISION
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
... and do not overlap or encroach on the property lying
i z a b; �et;h L Wailatkai so adjacent thereto, that no Improvements on the property lying
9t .• 3 — LS adjacent thereto encroach on the premises in question and
A0
AW that there are no roadways, transmission lines or other
visible easements on said property except as Indicated
SCALE: V= 40' hereod n.
% Dateat Anchorage, Alaska
EASEMENTS OF RECORD, OTHER THAN Z41. Zb Z4 this 14th day of AUGUST 2020.
THOSE SHOWN ON THE RECORDED FRED WALATKA & ASSOCIATES, L.L.C.
ARE NOT SHOWN HEREON. FB 20-4, pg 70 BE 907-248-1666 Engineers and Surveyors
UNLESS OTHERWISE NOTED LK FB 20-4, pg 25-27
This drawing Is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey
and Is subject to any inaccuracies that a subsequent boundary survey may disclose. The Information contained on this drawing shall not be used to establish any
fence. structure or other Improvements. This drawing shall only be used lbr a single property transaction. Use of this drawing by the original chant or by others at a
later date without the consent of Elizabeth L Walatka Is a violation of Federal Copyright taw. Unless gross negligence Is discovered, the liability extent of the
preparer Is limited to the amount of less collected for services In preparation of this producL
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201364
Work Type: SepticTank Upgrade
Tax Code Number: 01547107000
Site Legal Address: HIDEAWAY LAKE BLK 1 LT 3 G:2640
Site Mailing Address: 10900 HIDEAWAY LAKE DR, Anchorage
Owner: BROSNAHAN SEAN P
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
Am 11
Department
9/17/2020
9/17/2021
46066
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. 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
Received By:
Issued By:
Date:
Date:
3
Municipality o Anchorage
�.
�� 1)r. parrmenr
P.O. Box 196650 a 4700 Elmore Road
Anchorage, Alaska 99519-6650 a (907) 343-7904 ® Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Divisi®n
On -Site Water and Wastewater Proaram
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV201053 COSA#: Permit#:OSP201364
PID#: 015-471-07
Legal Description: Hideaway Lake Blk 1 Lt 3
Engineer: Garness Engineering Group
Your request for a waiver of the required 100 feet horizontal separation from the S.T.E.P. tank to
the surface water has been approved. The approved separation distance is 70.0 feet.
This waiver approval applies to the proposed S.T.E.P. tank only. Any fixture 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: G I% (� Approved by: Gt/
Name of Revie r
**** VARIAN C E/WAIVER REVIEW ****
MUNICIPALITY -OF ANCHORAGE
r 0
.*.-.
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On -Site Water & Wastewater Program
Mayor Ethan Berkowitz
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 015-471-07
Property owner(s) SEAN BROSNAHAN
Mailing address 10900 HIDEAWAY LAKE DRIVE *ANCHORAGE, AK 99507
Site address 10900 HIDEAWAY LAKE DRIVE *ANCHORAGE, AK 99507
Legal description (Sub'd, Block & Lot) HIDEAWAY LAKE; BLOCK 1, LOT 3
Legal description (Township, Section & Range)
Lot Size
APPLICATION IS FOR:
( N all that apply)
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Day phone 907-227-9274
Sq. Ft. Number of Bedrooms 3
APPLICATION IS AN:
Initial ❑
Upgrade
Renewal ❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
SURFACE WATER TO PROPOSED SEPTIC TANK
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
Distance: 70'
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 7.5 Coy In Waiver Fees: 7S CDJo
Date of Payment: 16 A20 Date of Payment:
Receipt Number: 060 26 Receipt Number:
Permit No. C>-`' p2013 6 t -I Waiver No. 05V2_010-53
(Rev. 01/11)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201364, Deb Wockenfuss, 09/18/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201364, Deb Wockenfuss, 09/18/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201364, Deb Wockenfuss, 09/18/20
� 90
0"
Z
V
�r
J
Lu
Q
SCALE: 1"= 40'
Lot 2
S8600815011E 293.05
LLl
F� LOT 3
u�
0
0
Z oWell
Lot 4
,34 62
.w,.►'rt \ !
t`
�OF AC' �'S
A '�• t j
mw �'.* 49th � �•� t�I
00 /
A `. izabeth L Walatka`;� s
r y/
s 8036 — LS • �2 ..
lr.•. • .AW
EASEMENTS OF RECORD, OTHER TH
Z `�o�sstosaa� .e+
THOSE SHOWN ON THE RECORDED AN p
PLAT ARE NOT SHOWN HEREON. t BE
UNLESS OTHERWISE NOTED LK FB 20-4, pg 25-27
0
W ooh
fence
�f�'a) 1 ' Z
30
AS -BUILT NO CORNERS SET THIS DATE
I hereby certify that I have performed a Mortgagee's inspection
in accordance with ASPLS Standards of the following
described property: LOT 3 BLOCK 1
HIDEAWAY LAKE SUBDIVISION
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto, that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska
this 14th day of AUGUST 2020.
FRED WALATKA & ASSOCIATES, L.L.C.
Engineers and Surveyors
907-248-1666
This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey
and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to establish any
fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a
later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent of the
preparer is limited to the amount of fees collected for services in preparation of this product.
~UNICIPALITY OF ANCHORAGE
DEPAR'~ .;NT OF HEALTH AND HUMAN SERVICE'.
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264~4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Lo[
Name
Phone{s} L~)'7 ~TPe''~" No ~ _ No ~edrooms
L~GAL D~SCRIPTION
DISTANCES
WELL
8EPTtC ^B$ORPTION
TANK FIELD
'~' ldo' I I O'
i0~ fi- IO'
TANKS
SEPTIC .~\X'~.'\'~-~ ~'l HOLDING
TYPE OF SYSTEM
WELL
LOT LINE "~0' +
FOUNDATION 80: ~- ~?o: +
AS-BUILT DIAGRAM (Show iocahon o1 ;';ell, $opll(; system, p[operty IiIqes. IOUl]datlon.
[~ TRENCH ~ BED
,5-/'
WELLS
'~PRIVATg :,(~k~ ~ OTHER (Identifv)
ClaSSdlCatlon (A.B.C, ,~ ~ ~otal Deplh ICaseO,o
REMARKS:
~ W. DRAIN [] OTHER
FT ~ ~
FT ...... L~:
FT
Scale:
nspect OhS Pe lorn ed by
- Dine
~4unicipal and State guiflelmes in ellecl on IhJs date:
M U N I C I t:::' A I... :1: T ¥ 0 !:::' A N C H L') R A G E
Depar'tment o~' I-lea:l.t.h & Humar~ Set'vices
825 I_ StP~:.:,~.~'l:. At, cbc)rage, hlasl<a 99',:::i()1 343....4720
0 N .... S I '1' E S E W E R F:' E R M I '1"
F::'er'mit. Iqumb~.:,[': 8E1()076
)[:)at..e Issued~ 06/07/88
Enr:.l :~. m::.~er. Des i
Owner' Ad(::lPes~.~: i()CK) IZAST DIM[)ND :1:I~!(:)5
PdqCI...l[)l::d)~Gliii:, Al< 99515
I:::'ar' c:e :1. I (:J ~ 0 15'""z1,'~z 1-'07
34.5 '- .,.1.440
SEi]:::'T'IC ]'ANI<: M:i. nimum tot. al septic: 'l:.ank capac::i.t¥~ 1~250 gallons, Each
f'(-:~.(.:'.)t, r.(.'...!c:l(..lir'.(:~)~B :i.i'qs..",LtJ.,9, tJ.c)ri c~ver' t. anl< (s) ,
INFORM D ,, H. H ,, !3, l:::'F/]: 01:;i'. '1"0 1 SI' & 21xlD :1: IqSF:'IZCT ]: OI',IS BY IENG I hllili:l~!:l:~,
AI::rTI~I::/ OI:::'F"']:CI!:i H[ILIRS (::;AL.I_ 343-4681 AND I....EAVE A MEEiSAGE
C(:)NSTFII..!C'I" F:'l!!i:l::( EI',II'.i~IN[!!EI:~S A]'TACiHED AF'PI:ROVI::!:D DE. SI[~)Ixl
'1'1-11S I:::'I~i]:RM I "1' EXP I I::/E:~i :1.2/:3 ]./88
'I"FI I !i; [::'EI:;;'M i T MAI_ l' D F:OR A S
I F
:1: CER I"I1: Y "I"HAI':
['c)Pt, h l:)y the IvlL~n:i.l::il:~i~l:i.t.y (:)[ (~bl'lcl"lc~r'a~jc(e (MOA) and t. he~ SCat. e c:)[' Alaska,,
;:~'~,, I ~i:l.! install the syst.(~.)m :i.n acc:oH"dar'ice wit. t') al Z I~II:]R c:c)cles arid
~ll"ld :[1"~ ~:l::ll'rl[:)][.J.~l"ll:::(~:~, ~:['['..h th6.e design (::P:i.t. eH":i.a o[ t.h:[s
3,, I ~:[:1.]. adh(~r'e) to ail MOA and Stat. e c)[ R:l. aska PeX::lU~r'emer~t.s for' 'Ll"u.~) set. bac:k
(::l:[~'[..a':Xl"l(:::(.'.~ {'r'om arly exis'L:i.r'ig ~ e) :!. .[ e, ~as'Lewat. em disposal syst. em oP i:)ub:tic
~s(.~w~6H~agt.::,) ~r:/~Bt.(.~[i~ on 'l:.l'lis op al']y acl.jac:ent. (::m r'leaPby lot.,
4,, :[ ur~der'.st, and t. hai. t.l'~:i.s p(~.)PfFFJ, t ~.5 valid ~'[~r' a maximum o~' 4 bex]Pooms.
also url(::leH~st, arlcl t.l'~at. 'Ll']e C:al::)ac:it.y c)t' the) t.c)t, al sy~r[.6)J~)
S i (:: rw.'~rl '~qi)A'T'I~: ~ ~
....... : ................ ............................................
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: /-/~'~(C ,~./~(~ ~'~'~7'~_ t%d'~?
DATE PERF(
10
~'o'i~' ,'_'3T°wnsh~p, Range, Seclion:
SLOPE
WAS GROUND WATER
ENCOUNTERED? ~/~.S
11 s
L
IF YES, AT WHAT
0
DEPTH? p
Oopth t° Water After / ~r'
1 3 Monitoring? / ~! Dale:
16
SITE PLAN
18
19¸
Reading Date Gross Net DeplJl to Net
Time Time Water Drop
20-
PERCOLATION RATE __ (mmuteshnch) PERC HOLE DIAMETER
TES1 RUN BETWEEN __ FTAND FT
72-~8 (Rev. 4/851
PERFORMED IN
LEGAL [~ESCF~IPTION
LOCATIOI'
MUNICIPALITY OF: ANCFIORAGE
DEPARTMENT OF HEALTH& ENVIRONMENTAL PROTECTION
ENVIRONMENI'AL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
QN-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
T~[~IT~ N E ~U~GRADE
NO. OF BEDROOMS
]tion area
D,STANC TO:
Manufacturer ~,~ ~_~., No. ofcom~.p~tments
Liq,, I IF HOMEMADE: I Inside length Width Liquid deptl~'~ ~
DISTANCE TO: IWell I Dwelling PERMIT NO.
Manufacturer Liquid capacity in gallons
DISTANCE TO:
Fou ndatio ~r~.
Total
PERM,T NO.? /O/,W
No. of lines
Top of tile to finish grade
Length Width
Type of crib
Well
DISTANCE TO:
Class
DISTANCE TO:
Material beneath tile
~,~ inches
Depth PERMIT NO.
Crib diameter Crib depth Total effective absolption area
Building foundation Nearest lot Hne
Depth Driller Distance to lot line PERMIT NO.
Building foundation Sewer line Septic tank Absorption area(s)
lines
)don area
OTHER
-PIPE ~ATERIALS
SOIL TEST RATII~G
,,ST
REMARKS
~.~PROVED ~ ) DATE
LEGAL
L O E: FI "F I O
LEGRI..
F' F: P i'.,I .. :[ E;
H I E:'EFII.,.tFFr' [.Elk:E: F.':OFIC,
L 2 [.:; i H.T.E. EFI..IF ' LFII<E E;,.."D
LCfT '.::;IZE ,~l.,E;EhE;d; :~SC!UI:::IF;:E FEE'T'
T CF'IE OF :;.:;F'~ ]: L FIBE;Ed¢.':F'T .[ O1'.,! :.'.:;"r'E;TEH 1' :5 ' TF:ENE:H
TIdE F::EC!U ]: RED :5 :[ ZE OF' TFIE '.'.SE I L RE:SOI~;:F"T' I ON :'.::;"r".:4;TEH 1'::; '
THE LENGTH E:, l HEN:E; I ON .1: :.-:..; THE L. EF,tGTH ,:: 1' N FEET > OF THE 'TF.:EI',K?H OF.: I::,F.:FI :!: [',IF: ]: ELI).
THE [::,EPTH OF FI TRENCH Eft;;: F'ZT :[E: THE:. D:[L=;TFINCE: BETI.4EEN 'rile '/:;UF:FFtCE QF THE
C. iROUNE.', FIt'.,I[)TFIE E~OTTOPt OF THE E%CFI',,,'RT)[ON ,.':Iht F'EE:T).
'T'HEt:,?.E ]:::'!; i'.,16) SET 1.4.T. PTH FOR TRENC:HEL--.,.
THE OF?.FI',/EL DEPTH Z."5 THE H:[NIFILIH DEPTH (:iF:' GRR',,,'EL BE"t"HE:EI'.,I THE OU'TFFILL. F'IF'E:
FIND ']"HE E:OT'TOH OF THE E:NC:FI',,,'RTI'Cd",I ,.'.'ll",l F"E[ET).
F'EF.:H:[T I::IF'i::'LICFII'.4T HFI':5 THE F'F':F'-F,!CZF.T.I ......... I'1"¢ Tr'l II'.,II::OF.:H 't"H.T,:E; [)EF'FIF~:TFIENT E:,I...IF::]:I,,IG THE:
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klELL L. OGE; l::ff~:E F:E.'C!UIF..iED I..'=lt'.,l[;:, b]U!ST BE F:',E'['IJF;ti'.,IED TO THE DEF'Fff;CrHENT H I'T'HC[N ::i!:E~ DFI'.r'E;
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:5 1 Gt'.,IED: ............................................................................................................................
V4. 0'~
SOILS LOG
DEPARTMENT OF HEALTH AND ENVI
Pouch 6-660, Anchorage, Ale~(a 99602 276-2221
SOILS LOG - PERCOLATION TES/~
PERCOLATION
TEST
PERFORMED FOR:
Francis Russo
LEGAL DESCRIPTION: Lot 3, Block 1, Hide-A-Way Subdivision
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
SLOPE
Organics and organic silt, darkI I
brown to red-brown.(Pt_0L)
Sandy-silt, grading to silty-
sand, tan, stiff, dry to moist, ~~_~
little to no gravel.
(ML-SM)
well-graded, brown, dense dry
to moist, rounded gravels to
cobble size, little to no fines.[___~_~
(SW-GW) ~
SITE PLAN
WAS GROUND WATER No s .......
ENCOUNTERED? L ~- ....
IF YES, AT WHAT E
DEPTH? i
PERFORMED SY: Howard Grey & Assoc., Inc.
PERCOLATION RATE
TEST RUN BETWEEN
Reco~end using the gravelly layer for
installation.
9, 1981
Reading Date Gross Net Depth to Net
Time Time Water Drop
• '-° Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 015-471-07
1. GENERAL INFORMATION:
"E °G
o .�C
o
S R f[ T Y
Expiration Date: _ (e-" - 6' • Z
Complete legal description Hideaway Lake; Block 1, Lot 3
Location (site address) 10900 Hideaway Lake Drive *Anchorage AK 99507
Current Property owner(s) Sean Brosnahan Day phone 907-227-9274
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:
4
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: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ $550
Date of Payment 242V 20,2 1
Receipt Number 6575,26
COSA # OSC211065
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
- -obtained-from the Municipality ofAnchorage 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:;1U;f% Lr
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
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
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
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
6. DSD IGNATURE
System #1 Approved for L
L bedrooms
System #2 Approved for
Disapproved
Conditional approval for
By: ► v.
bedrooms
bedrooms, with the followi
t#AECC884
�Y OFf
ON-SITE
WATER AND vT''
o�,u1aQPM'- 'ATER z
&GFAM
J '
Jj
Original Certificate Date: 3- ._' `-(
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
�i
Legal Description: Hideaway Lake; Block 1, Lot 3
If more than 1 septic system on lot: COSA Checklist #
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1981?
Total depth *77.8+ ft
Cased to unk ft
0 Sanitary seal is functioning correctly
0 Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 7/17120
Static water level at beginning of test 77.4 ft
Comments *Per GEG well test
B. TANK DATA
Age of tank(s) New years
Tank type/material STEPNOPE
Measured operating fluid level in septic tank New
01 Standpipes/foundation cleanout per record drawing
Date of pumping New
D. ABSORPTION FIELD DATA BED
Which system tested (date installed) 1988
❑ ALL standpipes present per record drawing
Total measured depth from grade 6.0 ft (max)
--- Measured depth to pipe invert from grade 3.9+ ft (min)
❑ N/A — pressurized field
of
Parcel ID: 015-471-07
Structure served by this system
Well production at time of test 3.8+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes IN No
L\J Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L A Arsenic less than MRL (ND)
Collected by GEG, LTD.
Date of Sample '1_11 I )-,
C. LIFT STATION
❑ Required maintenance completed
Age of lift station New years
Lift station material HDPE
Comments: New
Adequacy test date 7/17/20
Results ❑✓ Pass For 4 bedrooms
Fluid depth prior to test 0 in
Water added **519 gal
New depth 2 in
❑ Monitor tubes go to bottom of effective. If not, state **
depth into effective 4 INCHES Elapsed time 15 min
depth 0 in
d
l flue
FEWCode-requiredsoil cover over field Finap
❑ System presoaked Absorption rate 600+ gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NONE
date of test) N/A
Gallons introduced N/A gallons If yes, enter date
Comments/Deficiencies: THE EAST CLEANOUT IN THE BED IS MISSING
""ALTHOUGH 600 GALLONS WERE NOT INTRODUCED, THE MONITORING TUBE REMAINED AT 2" FOR THE FINAL 169 GALLONS AND
APPEARED TO BE TAKING WATER AS IT WAS INTRODUCED. IN ADDITION, THE MONITORING TUBE WENT DRY AFTER
15 MINUTES. IT IS REASONABLE TO ASSUME THAT THE DRAINFIELD MEETS THE MOA ABSORPTION REQUIREMENTS
FOR A 4 BEDROOM HOME
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'
❑✓
Yes
Community Sewer Manhole/Cleanout > 100'
w
ft
_Yes -
---if-No---___-
ft-
_ -- _ _ _..---_ - _..--- - - - __ -[�✓- -Yes.
_------
__tf No ----_
ft _ --- _
Neighboring Tank > 100' 7✓ Yes
if No
ft
Private Sewer/Septic Line > 25' 7✓ Yes
if No
ft
Absorption Field on Lot > 100' ❑✓ Yes
if No
ft
Holding Tank > 100' 0 Yes
if No
ft
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' 0 Yes
if No
ft
0 Yes
if No
ft
ft
If septic tank is under driveway comment below
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' [✓ Yes
if No
ft
0 Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
❑✓
Yes
if No
ft
Surface Water > 100'
❑ Yes if No *70'+ ft
Property Line > 5'
✓[j
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
F71
Yes
if No
ft
Private Wells > 100'
0✓ Yes if No ft
Water Main > 10'✓Q
ft
Yes
if No
ft
Community Wells > 200'
F✓ 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'
F]
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
Q✓
Yes
if No
ft .
Wells on Adjacent Lots:
Water Main > 10'
Yes
if No
ft
Private Wells > 100' 0 Yes if No ft
Water Service Line > 10'
F/
Yes
if No
ft
Community Wells > 200' Yes if No ft
Surface Water > 100'
0
Yes
if No
ft
F. ENGINEER'S COMMENTS
*WR#OSV201253
PORTION OF DRIVEWAY IS LOCATED UNDER "GRAVEL PAD" SEE ATTACHED AS -BUILT SURVEY FROM WALATKA
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
#AECC884
S8600$15011E 29Lot 2 8490R/3.05
Manhole /
Shed 04
01
_...._..-_ -.__------- _ Ql� --- _ Go. so -----... _ .. _______ _-_.__.-_ -._. .-----....____ ._..___ . ___.__.__n
13 N ,C
70O 5a6 Fca0e p 0
s� 22 ouSe
N 5 +� 30
°' 10$.4
w a c
Cl
dock
6SpraXt ' 0.2' Ret. wall
'—+ 5 �
PI
6�1
CD
O `' rn GrdVg
CV
t -
122 • �..
4LO
LOT 3 Septic vent (typ)
2
Ni -
Cif
o
Z oWell
Y
m
cLl w
S64°23, z 1
, t—
S F wood fence
Lot 4 794 6
2
REVISED 1-29-21 30
RECERTIFIED 11-30-20
AS -BUILT NO CORNERS SET THIS DATE
,q� � 1 hereby certify that I have performed a Mortgagee's inspection
; 9 in accordance with ASPLS Standards of the following
.W ��;• • • •S� �I described property: LOT 3 BLOCK 1
�?• 49thO� HIDEAWAY LAKE SUBDIVISION
- Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
izabeth L. Walatka .• a s> adjacent thereto, that no improvements on the property lying
����a-• 8036 — LS•• ��` adjacent thereto encroach on the premises in question and
c� gJ AW that there are no roadways, transmission lines or other
�"`o ... - ' •�o visible easements on said property except as indicated
SCALE: V= 40' OFessroNAl a'4 hereon.
0 ®► Dated at Anchorage, Alaska
EASEMENTS OF RECORD, OTHER THAN !.. �G, this 14th day of AUGUST 2020.
THOSE SHOWN ON THE RECORDED FRED WALATKA & ASSOCIATES, L.L.C.
PLAT ARE NOT SHOWN HEREON. FB 20-4. pg 70 Engineers and Surveyors
UNLESS OTHERWISE NOTED LK FB 20-4, pg 25-27 BE 907-248-1666
This drawing is a representation of conditions found at the time the mortgage location survey was performed, This document does not constitute a boundarysurvey
and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to establish any
fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a
later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent of the
preparer is limited to the amount of fees collected for services In preparation of this product
Teff Garness
From: David Harper <dlharper2@gmail.com>
_-.Sent: -------------Wednesday,-,March--3-,--2021-10:55-PM--
To:
___ ___ ___ ________._._Wednesday; March--3�202-1-10:55-PM-_To: Jeff Garness
Subject: 10900 Hideaway Lake Dr.
Jeff, the downhole camera was letdown to 50 feet on the well at the above property. We found no breaks, holes or
entrancing water and the well casing and appurtenances appeared to be in good order.
David Harper
Aarow Pump & Well Service, LLC
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
On -Site Water and Wastewater Section
www.muni.org/onsite
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC211065
Subdivision: Hideaway Lake, Block: 1 , Lot: 3
907-343-7904
Fax: 343-7997
A water sample revealed a nitrate concentration of 6.99 milligrams per liter
(mg/Q. The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
MUNICIPALITY OF ANCHORAGE :~ '
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
'.., ~..'::-..-,..-.!. 343-4744-.,
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D..# _.l~)\~- ~4'-'t~ ~'~
1. GENERAL INFORMATION
, ,Complete legal description /.-¢'¢ -~.,
Location (site address or directions)
Property owner Ro~, /A~A~ ~'mr~' '.: Day phone
Lending agency pt'.~? /~/) ,/¢ Day phone
Agent ~,~, Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
2, NUMBER OF BEDROOMS: ~
3. TYPE OF WATER SUPPLY:
Community well.
Public water
NOTE:
If community well s, ystem, provide written confirmation from State ADEC attest-
ing .to the legality and status of system.
4. TYPE OFWASTEWATER 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.
72-025 (Rev. 1/91) Frol~l MOA ¢21
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 further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm
Address Iq.C-:Sd ..CZ..
Engineer's signature .~_~~ ' '~'~ '
Phone
Date
6, DHHS SIGNATURE '
)/- Approved for ~ bedrooms.
DisaPproved.
__ ':Conditional approval for bedrooms, with the following stipulations:
Additional Comments
'/Il[iii'Il
The Municipality of Anchorage Department of Health and HUman Se~vices (DHH$) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHH$ does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHH$ do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOAIY21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: L 3 ~ }')lb~rAk/A'( LAKE Parcel I.D.
A. WELL DATA
Well type PRIFhT~: If A, B, or C, attach ADEC letter,
Log present (Y/N) ~ Date completed
Total depth ~O¢- Cased to ~ ¥¢ ¢
Sanitary seal (Y/N) ~
ADEC water system number
~ I?~ ! Driller
Casing height
Wires properly protected (Y/N)
Date of test
Static water level
Well flow
Pump level
FROM WELL LOG
g.p.m.
AT INSPECTION
-//i ~ Jr( I M~INtCIPALiTY OF ANCHORAgP,
ENVIRONMENTAL SERVICES DIVISION
g.p.m.
RECE1VE
SEPARATION DISTANCES I--ROM WELL TO:
Septic/holding tank on lot
Absorption fieldonlot ~1o' 'T~ C,O ·
Public sewer main ~" I
Public sewer service line
; On adjacent lots
; On adjacent lots.
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform (;:2//~'O ~ rn./--
Date of sample:
Nitrate
Collected by:
Other bacteria __¢2/I¢'c~ ~ '~'
B. SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping
Tank size ~25o d;~c Compartments ~-
Foundation cleanout (Y/N) Y Depression (Y/N)
Alarm tested (Y/N) ~/~,
N
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot IH~
Topropertyline 15'~ ¢~- ¢.e.
Surface water/drainage I bi
72-026 (Rev. 3/91) Front MOA 21
Onadjacentlots ';~ fYJc~' ¢~
Absorption field ~3o 1'¢ ~.T',
¢J.,.,i1¢_,/- ;,~ ~ /~ c~,~,~¢g no/ b~
Foundation ~. ~ F~r, C.c.
Water main/service line >
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed ~,/
Size in gallons 5'oo
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N)
"Pump on" level at
Manufacturer (X4 f~
Manhole/Access (Y/N) 7'
Fcu~ ~?~H "Pump off" level at
~)~ ?Td Cycles tested
non- corn t,)l'w~c ¢ o
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot l~'o' Fr~ NA~tl~ot. 8' On adjacent lots
D. ABSORPTION FIELD DATA
Date installed f~[loJ~e Soil rating
Length ,5'1 Width
Total absorption area ~
Depression over field (Y/N)
Results (pass/fail)
Peroxide treatment (past 12 months) (Y/N)
~ ~o0' ¢' Surface water 11£~ FRo~
I$~ ~'/ttl)Rt4 System type
Gravel thickness I 2" Total depth 5'
Cleanouts present (Y/N)
Date of adequacy test ?/1~/rt I
for ~ bedrooms
If yes, give date N,/L
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Wellonlot Ill.! F~o~
To building foundation 112-~
On adjacent lots
Surface water ~./~ t~
Curtain drain ~o~ o~,~,:~,,',~o
¢
On adjacent lots >,/oo Propertyline
~eot, ¢,o. To existing or abandoned system on lot
Cutbank N.A. Water main/service line
Driveway. parking/vehicle storage area
~ lo0"
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.
Signature
Engineer's Name
HAA Fee $ /'7
Date of Payment ~)-- ~-- ~'~ /
Receipt Number
Waiver Fee: $
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
DEPARTMENT 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 :
.?
Application Date
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
(b) Applicant Name ':~/~' ~"//--z'~t~,/~-~Teleph0ne:Home Business
Applicant Address
/ ·
(c) Applicant is (check one): Lending Institutign E;].; Owner/b:er D; Buye~r i-]; Othe~explain); .'~?f /
(d) Lending Institution Telephone
Address
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA to the following address:
2. TYPE OF RESIDENCE
Single-Family-'~ Multi-Family [] Other
/
Number of Bedrooms
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.
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 72-025 (1~,84)
ENGINEERING FIRM PROVIDINL ~SPECTIONS, TESTS, FILE SEARCH, DA', .~NDINFORMATION , ,
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 o.~
the date of this inspection.
Address
Telephone
DHEP APPROVAL
Approved for
Approved
bedrooms by >~/: ~¢~Date 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 purch~.e.,rs of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHE~=~b-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
72-025 (11/84)
MUNICIPALITY OF ANCHORAGE (MOA)
MUNICIPALITY OF ANCHC~.c.,~Ft. TH AUTHORITY APPROVAl= (HAA)
ENVIRONMENTAL .SERVICEs DIVI$1q~IECKLIST - FEBRUARY 1984
~//F 264-4744
Legal Description: ~-~
ECEi ED
A. ~ELL D~T~
Well Classification '~--- I (/'~1 T~'-
Well Log Present (Y/N)
Total Depth /O-~- ~ ~ Cased to
Static Water Level '7'~ ~ ~
Casing Height Above Ground
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 ~k~//q.
Cleanout/Manhole ~d.//~.-
If A, B, C, DEC. Approved (Y/N)
Date Completed _(.,),q J~-lto~.dNl Yield ~ .. J ~p ,,* -~-
Jz~q_~.r~o~,,~ Depth of Grouting ~,),~
Pump Set At (.//a
Sanitary Seal on Casing (Y/N)' "Y"
Depression Around Wellhead (Y/N) _
; On Adjoining Lots ;:~ ~/OO
[ /O ~ ; On Adjoining Lots _ '~//CO
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
Water Sample Test
B. SEPTIC/HOLDING TANK DATA
Date Installed ~-'¢,/~0/¢( Size //
Standpipes (Y/N) Y Air-tight Caps (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well ~ /C~C)
To Property Line /~" / '-/-
To Water Main/Service Line ~'..I/Ac
Course ICC '~
No. of Compartments
Foundation Cleanout (Y/N)
Date Last Pumped ..............
; for
Temporary Holding Tank Permit (Y/N) /k,//~
To Building Foundation ,ff '-(-
To Disposal Field / /
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026 fRev 8'861 Fronl
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed _~/]/~ ~ ~
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
//¢'o~ F'"'", Type of System Design
Length of Field _zS-,/ ~
Depth of Field -5~ ~ ~
Gravel Bed Thickness /~-"
Standpipes Present (Y/N) Y
Date of Last Adequacy Test -''kL ./'~-(x.~
Results of Last Adequacy Test '~(:~z~_ TlS F,~c.: TO4~ V"- L( _,'~- (,,_J ~' ~ ~'-7-¢:~,4/} '-~
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation
Lot L~z-(['~ ¢ -/-
To Water Main/Service Line ~k_[ /.]_4~
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots
To Cutbank (if present)
D. LIFT STATION
Date Installed ~
Size in Gallons ~'--(__-)O ,~o( ('
"Pump On" Level at '~ l,
High Water Alarm Level at
Tested for /
Electrical Codes (Y/N) Y
Dimensions 411C/~r%~,~_~ I~¢,q ~. .,~'~(
Manhole/Access (Y/N) Y
"Pump Off" Level at ~.<~[.Z,5"-" h'm'Fo#-,
Vent (Y/N) Y'
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Pe[m/~tted Bedrc/)m Rating Against HAA Request **
,"A , / t
I certify tha~,4,¢¢v¢ dbe, ck~/g, y6rified, or conformed to all MQA and HAA guidelines in effect on the date of this inspection.
Si ned "~'"~'Y~ .'/ ~-Date ~/~
b' / ,?'
Receipt No.
Date of Payment
Amount: $
Page 2 of 2
Cor,,vJn
/M'o. CE-5283
,ineer's Seal
72-026 fRev 8/86/ Back
TIME
DATE
NSPECTOR
"~'> RECEIVE[;)
INSPECTION APPOINTMENTS
TIME ',
· /
INSPECTOR ~ / INSPECTO~~
MUNICIPALITY OF ANCHORAGE I¢.UNICIPALrP( OF ANCHORAGE!
DEPARTMENT OF HEALTH & ENVIRONMENTAL PRDTEC'rlON DEPT. OF tt~ALTH &
825 L Street - Anchorage, Alaska 99501 J~P/IRONMENTAL PROTEC]ION
ENVIRONMENTAL SANITATION DIVISION &Ui; ~ 0 19!31
Telephone 264-4720
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWERRt~I
DIRECTIONS: Complete all harts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTY OWNER PHONE
_ ¢ -5cF:t I
MAILING ADDRESS
PROPE~DEN~ ~d~ ~&-above) ~
2, BUYER
PHONE
MAILING ADDRESS
-3. LENDING INSTITUTION
IPHONE
MAILING ADDRESS
4. REALTOR/AGENT / PHONE
MAILING ADDRESS
5. LEGAL DESCRIPTION
~STR E ET LOCATION -~
~, TYPE O~ RESIDENCE
SINGLE FAMILY
MULTIPLE FAMILY
NUMBER OF BEDROOMS
~ One ~] Four E~ Other
[] Two [] Five
'r~. Three ~] Six
7, WATER SUPPLY
INDIVIDUAL*
COMMUNITY
[] PUBLIC UTILITY
INDIVIDUAL/ON-SITE'*
PUBLIC UTI Lll'Y
ATTACH WELL LOG. A well log is required for all wells drilled
since June 1975. For wells drilled ~:)rior to.that date, give wel
depth (attach log if available,)
/~"~/ YEAR ON-SITE SYSTEM WAS INSTALl~ED.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2, WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[]INDIVIDUAL/ON -SITE DATE INSTALLED
[]PUBL,C UT, L,TY
Connection Verified INSTALLER
[]Septic Tank or [] Holding Tank
Size:_!---~ ~--(~ If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
/ .....
4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line
I
WELL TO:
Absorption Area to nearest Lot Line
5, COMMENTS
(~;3'~-APPROV ED FOR ~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
//
[] DISAPPROVED
DATE BY
II
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