HomeMy WebLinkAboutGLACIER VIEW HEIGHTS BLK A LT 7 REMGlaci
r View
Height
Block A
Lot 7
#050- 501 - 15
Municipality of Anchorage
. Development Services Department - =. ,--- .'
Building Saf~ty Division
On-Site Water & Wastewater Program, 4700 South Bmgaw 8[ I~... ~1~
P.O. Box 196650 Anchorage, AK 99519-6650
On-81te W~,etewet~r Diepoe,q $¥etem -nd/or Well Ine~cUon Report
Permit Numben SW010283 PID Number:.
NQm':KURT VAUSE Wastewater System: r-] New ~ Upgrede
22931 ~GLZ R~R ROM · ~¢LZ Rr~R. ~X 995?7 ABSORPTION FIELD
Pn°n':(907~ 564--2779 4 · Deep Trench I-I Shollow ?r~nch I-I Bed ~Mound nother
LEGAL DESCRIPTION ~' *'~ ~.2 ~ ,, ~0.0 -
L~t: Block: Subdivision:~ t~ ~ ~ott=m fr~m ~ ~ ~ ~ ~
7 ^ CI.~CIER Vl~t HEIGHIS 2.79 - 3.05 ~ 7.05
- - - 0.5 - 2.0 ~ 40' TOIAL (2
WELL: [] New [] Upgrade 2.5 rt 2] 17+
c'-'o~- (~ '~=~ , T.~....~ !~"'~ T~ T.~ ..0.~ ...
.Co ~t~.~~ ~ r~ 560+ s~ ,t D 3034/ F-810
oda~. ..,_.f~G~'''~~ ~ EYE CONSTRUCTION ~ ~
~ o.~ ~.~ ,~. t.~~.g~..,.so/z,~u/~/u**-~-_~--.-^.
SEPARATION DISTANCES -=,~u~
n S.T,E.P.
To ~epUc Ab~_leor~dtJon L~t Holding ,ul~c/Prl~ lam~e=~.~:. ~ in
stroh T.nX ~ u.* ANCHORAGE TANK 1250
From T;nk
Well s110'4' *120'+ -- -- 25'+ STEEL 2
s~,o=, wot,~ IOO',lOO'. - - - LIlT STATION
5.+ - - - I
:urtoln Dmln ~ NONE KNOV~ q
l
~emarks: EXIST1NO SEPTIC SYSTEM ABANDONED BENCH MARK
COMPLETELY PER UPC. TOP OF GARAGE
· ADEC WAIVER ISSUED.
· *MOA WAIVER ISSUED. 109.40
Dates: 1st 8/24/2001 ~'"
,nspections performed by: AWWC, INC. 2nd 9/6/2001 ~..*.::'..:~j~,~ .......
9/8/2001 ...........
4th 9/7/2001 L ~ ~ ,f~'ery k. ~ame
Department of Healtl~,9~_H. upa~ Sp_,~Jcres~.~j~ppr,o. val . / ~1 f.. I (~'Elt?9~'~...:
R~vtewed and approved by: ~;~c~.~_~_=.~Z~ Date. ~ ~[t~*.d,~.~;.,.,o>"L..~J,=- f. ........
~*~'* AS BUILT DRAWING
$W010285 - 050-501-15
~1 79,661 - 99.05 ~ ~4~~ '
..................................... ,.,,.
~S~ ~TER & WASTEWATER ~
GON~LTANT8, IN~.
KURT VAUSE (907) 564-2779 2 OF 5
O~CI[R VI~ HEIOHIS SUBDIVISIONI LOT 7, BLOCK A,
~E OF ~RK:
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADB
AS-BUILT DRAWING
SWO 10285 050-50
fiNAL GRADE -, 111.17
TOP OF TANK AT..-~ : : ~TOP OF TANK AT
INLET - 108.~.~ ~/,,......_ __~/~ OUTLET - "t08.27
/
BUNG ~ ' SEPTIC TANK~ ' ~ -- CON'rR~rOR
NEW 1250 GALLON ~
t~mrr or ~.-~rr or eUN¢
AT INLET .- 107-58 OUTL_rF - 107.56
~ ................ 9/21/2001
ALASKA WATER & WASTEWATER
CONSULTANTS, INC
O~CIER ViEW HEIGHTS SUBDIVISION; LOT 7. BLOCK A,
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE '~~
MUNICIPALITY OF ANCHORAGE
Development Sen/ices Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTE'WATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 31, 2001
Expiration Date: Jul 31, 2002
Permit Number: SW010283 Pamel ID: 050-501-15
Legal Description: GLACIER VIEW HEIGHTS BLK ALT 7 REM:
Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 022931 EAGLE RIVER RD
Owner Name: Kurt Vause Lot Size: 23281 SQ. FT.
Owner Address: 22931 EAGLE RIVER ROAD Total Bedrooms: 4 Permit Bedrooms: 4
EAGLE RIVER, AK 99577-9525
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well
[] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day,
B, Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: 7-- 3/--ag/
Municipality of Anchorage
Development Services Department
Bullding Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 A~chomge, AK 99519-6650
www.d.anchorage.ak.us
(907) 343-7~04
Parcel I.D.
ON-SITE SEWER/WELL PERHIT APPLICATION
FOR A SINGLE FAHILY DWELLING
020-501-15
Permit Number
Property owner(s) KURT VAUSE
Dayphone 564-2779
Mailing address(I) 22931 EAGLE RIVER ROAD * EAGLE RIVER. AK
Mailing address (2) Zip Code ~cJ577
Legal description (Lot, Block & Sub'd,) LOT 7. BLOCK A: GLACIER VIEW HEIGHTS SUBDIVISION
Legal description (Section, Township & Range) FI/A
LotSize ,~.~,~,~c~' ! Acres/Sq. FL Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
Well Only
Water Storage
THIS PROPERTY COHTAINS:
Hot Tub ~1
Swimming Pool
Therapy Pool []
Jamr/-'/I
Water Softening Unit
I certify that the above Information Is correct. I further certify that this application Is being made for a
Single Family Dwelling and Is In accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATER CONSULTANTSf INC.
(S=gn---,'-,;r; cf p=Fs,'t',y c,w;;,c,r c.r c.u~,c~.c,d c, gc, n',)
Permit Fees:
Date or Payment:
Recelpt Number.
Waiver Fees:
Date of Payment:
Receipt Number:.
ALASIG WATER &'wASTEWATER
CONSULTANTS, INC. L
June 14, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 995 i 9-6650
Ref: Septic System Upgrade for Lot 7, Block A, Glacier View Heights Subdivision
To whom it may concern:
The existing 2 bedroom house is served by a private well and septic system. The existing septic
system consist of a 750 gallon concrete septic tank, a crib type drainfield and a deep trench type
drainfield. The homeowner is proposing to add a two bedroom addition. Two test holes were
excavated on the property in order to determine area for a septic upgrade. The system will be
designed around the 30 foot radius of test hole gl. We are proposing that a new 1250 gallon
septic tank and a dual deep trench type drainfield be installed. Waivers have been requested from
A.D.E.C. for the class "C" well located on the property to the proposed septic upgrade.
Comments regarding the proposed design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 1.2 gallons/day/fl should be used.
2. TRENCII DESIGN:
a. Percolation Rate: 2.5 minutes/inch
2
b. Allowable Application Rate: 1.2 gallons/day/It
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day 2
e. Minimum Absorption Area: 500 Il
f. Total Depth: 10 feet (max.)
g. Effective Depth: 7 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A ~.
j. Minimum Length: 40 feet total length (2 ~ ti0 feet long each)
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: The average topography of this property is a 15 to 25 percent slope
running from approximately northeast to southwest; in short, there are no slope concerns. The
trenches are to be installed parallel to slope contours.
5. LOT LINE WAIVER: We request that your department issue a 2 foot lot line waiver from
the southeast property line to the proposed drainfield upgrade. We are unaware of any adverse
effects this waiver would have on the adjacent property.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
'.E.. M.S.
Presi~nl U
NOTE: ~4ttached is a site plan drawing, a design drawing, two soils log, and a 7 page
construction specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
~.. / ~ '~~
'~ /~ ~q~. / .
/~ ~~ ~.~-/ /
....
~xy~ I "~.
~S~ ~I'ER & WASTEB~TER ~ ,
, CONSULTANTS, INC.
690,~,~.e~GE,~99,~e~(.07~,7.t,geF~O07~Z~e 1' : 100'
~R~[D FOR P~N[ NU~8~: )~[ NUMGER:
G~OIER VIEW HEIGHTS SUBDIVISION; LOT 7, BLOOK A,
SITE P~N FOR SEPTIC SYSTEM UPGRADE
" ~ .._ / ~ ~ ":- SI~PI'IC
~1 / / I. ~. ~ ~ / BE ~P~Y ~ED.
~ / ~ ~VA~ ~o ~ ~T
~ ~~
~ ........ ~H (~ ~ ~T~ ~).x
NO~E: THE CONT~CTOR S~ ~VE THE FO~OWING ~CH~
~MS ~GGED ~ A REGI~RED ~D SU~OR SLOEE ~mou~.
PRIOR TO CON~RU~ON:
1. ~E 110 FOOT ~IUS ~OM ~E C~S 'C' WE~
2. ~E 120 FOOT ~IUS ~OM THE C~S 'C' WE~
KURT VAUSE 564-2779 2 OF 2 " ......... :'"~
G~CIER VIEW HEIGHTS SUBDIVISION; LOT 7, BLOCK A ~hf'
DESIGN OF SEPTIC SYSTEM UPGRADE
ALASKA WATER & WASTE~VATER
ISOIL LOG - PERCO~TION TESTI ~ ~ ( ,..~..:...~
(feet),=;'-; ORO~ICS ITEST HOLE ~1m
2-
GP/SP GW :====: ORG A PRO~SED
- .... ~OmON.~ // ~.
,, ,, SW NH
5-- ~ SP CH
SH OH
GROUNDWATER
D~ 6/8/2001
GM/SM '~ ~" ~'
~o-
~ DATE RE. lNG CLOCK NET TIRE WATER LEVEL NEt DROP
-- TIRE (RINSES) RE'lNG (INCHES)
12 -- 6/8/2001 1 12:35 -
2 12:45 10 MIN, 1-1/2' 4-1/2'
13-- 3 12:45 - 6- -
~ 4 12:55 10 MIN. 1-1/2" 4-1/2"
14-- 5 12:55 - 6- -
6 1:05 10 MIN, 1-3/4' 4-1/4'
15-- 7 1:05 - 6- -
8 1:15 10 MIN, 2'
16-- 9 1:15 -- 6- -
17-- 10 1:25 10 MIN, 2' 4'
B.O.~ 11 1:25 - 6- -
18-- 12 1:35 10 MIN. 2' 4'
19-- PERC~TION ~TE 2.5 ,(HIN./INCH) PERC, H~ DIA, 6' (INCHES)
TEST R~ BETWEEN 6.5 FT. ~D 7.0 FT,
20--~
COHHENTS: PERC-HO~ W~ PRE-SO~ED FOR 4+ HOURS
PERFORMED BY ~ WATER & W~.ATER I, JEF.~ A. ~NESS, CER.~ T~T THIS ~Z~FORMED
IN ACCORD~CE WI~ A~ ~A~ ~D MUNIClP~ GUIDEUNES IN E~CT ON ~IS DATE:
DEPTH TO DATE
GROUNDWATER
DRY 6/~/2OOl
DRY 6/8/2001
DRY 6/14/2001
ALASKA '~VATER & WASTEWATER ~.2 4~jt~I,, '..X'
co.s..~..~, ..o.~t - ~r~ ~ ~'"'" :'~,~" ~ ~ ..........
ISOIL LOG - PERCO~TION TESTJ
~G~ D~CRIP~ON: G~IER ~ HEIG~ S/D; LOT 7, BLOCK & v~h~l...l~l ~ ~ '~
PERFORMED FOR: KURT VAUSE DA~: 6~/2~1
f Oa~tCS JTEST HOLE ¢21
~ 6P ~ ML 2 ~R~a /~,
SH OH
, S6
DRY 6/8/2001 -'~ ~----''~
D~ 6/14/2001 '~ 'x~ ~~ ~ S~CX.
11 DATE RE'lNG CLOCK NET TIME WATER LEVEL NET DROP
TIME (MIN~ES) RE'lNG (INCHES)
14 5--
19 PERCO~TION ~TE <1 ,(MIN./INCH) PERC. H~E DIA. 6' (INCHES)
TEST R~ BETWEEN 4.0 FT. ~D 4.5
20
COMHENTS: ~E INS~ SOl~ SHOU~ A~ ~ A ~D RL~R.
PERFORMED ~ ~ WATER ~ W~ATER I, JEF~ ~ G~NESS, CE~ T~T THIS W~ PERFORMED
IN ACCORD~CE W~ A~ ~A~ ~D MUNIClP~ GUIDEUNES IN E~CT ON ~IS DA~:
· DEPT. OF ENVIRONMENTAL CONSERVATION
DIVISION OF ENVIRONMENTAL HEALTH
DRINKING WATER and WASTEWATER PROGRAM
555 CORDOVA STREET
ANCHORAGE, AK 99501
htr p://www.state.ak.u~/dec/home/htm
Telephone: (907) 269-7696
Fax: (907) 269-7650
TONY KNOWLES, GOVERNOR
July 30, 2001
Jeffrey A. Gamess, P.E., M.S.
Alaska Water & Wastewater Consultants, Inc.
6901 Deborr Road, Suite 2B
Anchorage, ~laska 99504
Lots 7 & 8, Block A, Glacier View Heights; On-Site Single Family Wastewater Disposal System
from existing Class C Public Water System Source Well; Review
Dear Mr. Gamess:
This is response to your June 28, 2001 letter in which you the Department to grant two separation distance waivers
for the proposed on-site single family wastewater disposal system located on Lot 7, Block A, Glacier View Heights
Subdivision. I have completed my review of the files on this property and the information that you have submitted
on this project. Although limited information on the groundwater gradient was submitted, it appears that the
submitted waiver requests are reasonable.
You requested that the Department waive the minimum horizontal separation between the on-site single family
wastewater disposal system and the Class C public water system source well located on Lot 7, Block A, Glacier
View Heights Subdivision. This waiver request increases the existing separation distances that were approved in
19g3 by the Deparanent. Therefore, in accordance with the State Wastewater Disposal Regulations [18 AAC 72],
the following waivers are being granted:
· The horizontal separation distance between the Class C public water system source well and the
proposed 1250 gallon septic tank, both located on located on Lot 7, Block A, Glacier View Heights
Subdivision has been waived from 150 feet to 110 feet.
· The horizontal separation distance between the Class C public water system source well and the
proposed drainfleld upgrade, located on Lot 7, Block A, Glacier View Heights Subdivision has been
waived from 150 feet to 120 feet.
The above noted distance was taken from your submittal. If the proposed wastewater disposal system fails or needs
to be upgraded, this waiver becomes invalid.
These waivers do not imply the granting of additional authorizations, nor obligate any federal, state, or local
regulatory body to grant required authorizations.
Thank you for your cooperation with this office. If you have any questions, please do not hesitate to contact me.
Sincerely, //~
Keven K Kleweno, P.E.
Environmental Engineer
Municipality of Anchorage
Building Safety D~s~on
P.O. Box 10¢A50 * 4700 S. Bragaw Street
Anchorage, Alaska 90519-C'C,50 * (907) B43-8~01
h ttp://~'ww.cLanchoragc.ak.us
7/31/2001
Jeffrey A. Gamess P.E.
Alaska Water & Waster Consultants Inc.
6901 DeBarr Rd., Suite 2B Anchorage, AK 99504
Subject:
Waiver Request for Glacier Blew Heights Blk A Lot 7
Waiver Request #WR010054
Parcel ID #050-501-15
Permit # SW010283
Public Work~
Dear Mr. Garness:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
2.0 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
Daniel J. Roth
Civil Engineer
On-Site Water & Wastewater Program
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Was~ewater Program
4700 Bragaw Street
P.O. Box 196~50 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Waiver Review Worksheet
WRY: WR0tO0~4 PID~: ~-~'gTI-I,,~ HAft:
Date Received: 7113/01
Legal Description: Glacier View Helahts BIk A Lot 7
Penntt~: 5 t~0/~2 ~3
Engineer. Jeffrey A, Oarness P.E.. Alaska Water and Wastewater Consultants Inc.
6901 D~B~rr Road. Suffe 2B Anchoraae. AK 99504
Applicant: Kurt Vause
Waiver Requested: ~ fqq1 from lot line to dralnfleld
Criteria: Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
P~n~:
Total:
Waiver is Granted:
List Conditions or Reasons for above:
Waiver is not Granted:
Date: 7 '"-~1--~/ By: /~)~'/
blam~ of Revi~er
Rec#: 7~::~1) Amount: $115.00 Date Paid: ?11~11
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
[] NEW
P.HON E L,~UPGRADE
MAILING A, DDRESS -
DESCRIPTION
~ · NO. OF BEDROOMS,~
DISTANCE TO: Well Absorption area Dwelling PERMIT NO,
~ "~ Material No. of compartments
~ Manufacturer
~ Inside length Width Liquid depth
~u/~DISTANCETO: Well ~.)m. Dwelling PERMITNO.
O ~ ~ Manufacturer / I '~ I Material Liquid capacity in gallons
~ We?~ / ~ Found~/~ Nearey~line~ ' PE~N~
~ No. of lines / Lengt~chtin
~ - inches
~ Total effective absorption area
' iai erie hK e
-; ~ [ Top of ,ii~'in~
inches
Length Width~ Depth PERMIT NO.
( ~ Type of crib Crib d [ ~ ~ / ;(rib depth Total effective absorption area
~ Well Building foundation Nearest lot line
~ DIsTANcE TO:
Driller Distance to lot line PERMIT NO,
~ Class
m Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PiPE MATERIALS
REMARKS ·
F
/
APPROVED ~'~ 0 ~"]~I[E[~I~ DATE LEGAL
~ ,2 Department.. f Health and Environmenta ?rotectlon
.~ 825 k~ Street,264-4720 Anchorage, AK. '~501
'_,C'~ ~ * * * HANDWRITTEN PERMIT * * *
Permit ~~,~ I WELL AND/OR ON-SITE SEWER PERMIT
Applicant:
Location: Phone Number:
Type of Soil Absorption System Is:
Trench: Drainfield: ~ Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of the Soil A~sorption System Is: '
DEPTH c:~ I
LENGTH /~'"- GRAVEL DEPTH ~' WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
· * REQUIRED SEPTIC(HOLDING) TANK SIZE = ,/-~POO GALLONS * *
Permit applicant has the responsibility to inform this department during the
installation inspections of any Wells adjacent to this property and the number
of residences that the well will serve.
· * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
· * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that:
(!) I am familiar with the requirements for on-site sewers and wells as
set forty, by the Municipality of Anchorage.
(2) I wil~/in~tall t~e system in accordance with codes.
(3) I u~d~rs~/~ th~ the on-site sewer system may require enlargement if
~~~s~:emodeled to include more~ 3
Gl, "ER ANCHORAGE ARI:A ltUIJUL ,i
DI:~,A'RTMENT OF ENVIRONMENTAL OUALl-'i"~r/
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION C)J
SEPTIC TANK:
MAILINGADDRESS ,7~' ~'f?'J'~'~,.'(~;'~'~Ci. '~./~'~¢~/-¢~',. PHONE
LEGAL DESCRIPTION -~'/'7) ,,,~,,,//~/7 ~,"/'/'~"~/?~4-T~'~ /.~,~-~,,/¢C?~
DISTANCE FROM WELL
LIQUID CAPACITY
~: ~.~,~ NUMBER OF
MATERIAL (~'~- ~'~(Ljg-- COMPARTMENTS
GALLONS. INSIDE LENGTH INSIDE WIDTH
LIQUID
DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PiTS
LINING MATERIAL ~)I'C)~-~
NEAREST LOT LINE ,~'~O"/ )Lo ~'
OUTSIDE DIAMETER ~ OR WIDTH I~'£ , LENGTH I ~-; , DEPTH
'~ I~.j~,.~.~.~,~ DISTANCE FROM WELl ~C'~,,.~ ~- j(.~/ ~L'~'O,~ , BUILDING FOUNDATION
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~,,7(~ SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER
ABSORPTI(~ AREA
TOTAL LENGTH
DEPTH: TOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE.__
WELL: TYPE
LOT LINE
DISTANCES:
DISTANCE FROM __ WATER __
DEPTH -- , BU LDING FOUNDATION, SAMPLE , NEAREST
NEAREST ~ SEPTIC .'~. ! SEEPAGE OTHER __
TANK .~C) /~1~..~'~ , SYSTEM /(~C)"/~ , CESSPOOL '~ ,SOURCES__
SEWER
LINE
DIAGRAM OF SYSTEM
DATE
GRE/.E'ER ANCHORAGE AREA BOI~uUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO,
3500 TUDOR ROAD POUCH 6-650
/~NCHORAGE. ALASKA S9502
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
PHONE.
~c/° ~ ~' ~~ NOTE, THIS "ERMIT IS ITHOU~I~1
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
DIAGRAM OF SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL J
TO NEAREST LOT LINE.
~(~ ' SEEPAGE P,T /~
WELL TO SEPTIC TANK
DRAIN FIELD t~O / , ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TA~IK ~/ . SEePage Pit
DRAIN FIELD.
SEPT'C TANK, ~-~ ., SEEPAGE PIT /~_//C/ DR~.IN FIELD
· DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC~TANK AND INTO CRIB CROSSING~F
EXCAVATION § FEET INTO UNDISTURBED SOIL.
4 INCH DiameTER CAST IRON SIPHON PIPES ON SEPTIC TANK AND _SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION·
LICENSED DESIGNER
I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROU~H ORDINANCE NO. 28-68'AND THAT THE ABOVE
DATE APPLICANT'S SIGNATURE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
PERFORMED BY:
72-008 (6/79)
SOILS
LOG
MUNICIPALITY OF ANCHORAGE
[] PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
TEST
825 L, Street, Anchorage, A]aska 99501 264-4720
SOILS LOG- PERCOLATION TEST
WAS GROUN WAT
ENCOUNTERED?
SLOPE SITE PLAN
0
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND -- FT
/'?.:///
CERTIFIED~~~'~
HEALTH DEPAET~'!EMT CASE ~
327 EA~LE STR~;ET '~-
ANCHORAGE, ALASKA 99501
Per'formed For ~ / ~... '
~. ~ ,. ~' ~ ~ ~ Date Perform .....
· ' ' ~ .~~~i ~T~ ......
Feet Soil Cha~,~te~,is*i ~
........ c~ Location Sketch
Was Ground Water Encountered?_~
tf Yes~ At What Depth
Reading
Date
Gross Time
Time
Depth To H20
Net Dmop
Pr'o~osed l.n~tallatlon: ,,eepage Pit ,.
;~.~__~~f~epth To Bottom Of Pit Op TPenc~~
Test Performed BS,:,.~~
Data Cevtifled
APPLIr \NT FILLS OUr UPPER HA;" ONLY
Phone
Zip Code
Mailing Address
Buyer ~/j/~ ~ S ~
Zip Code
Address Phone
Lending ,netitution //y/,_.~
Zip Code
Address
Type of Residence
~ Single Family
[] Multiple Family No. of Bedrooms
[] Other
Water Supply ~j/l~C('~ /'0,¢.. 12~t ~/J~/£~ ¢ [' ATTACH WELL LOG. A wail log is required for all wells drDed since June 1975.
[] Individual For wells drilled prior to that date, give well depth (attach log if available). /
Commun,ty
[] Public Utility
Sewer Disposal Year Individual Installed:
[~ Individual When Connected to Public Utility:
[] Public Utility
[] Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Inspector
-
(~) APPROVED BEDROOMS ~ *CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL*
Soils Rating Date ~wer installed Well To Absorption Area Well Log Received
Well to Tank Septic T~k Size
72-023 (3182)
Century 21, Heritage Homes
~TTENTION: Earl Chapel
SRB 126
Eagle River, Alaska 99577
Dear Mr. Chapel,
EXCAVATION
ROBERTA.$HAFER
WORK
April 16, 1983
CIVIL ENGINEER
694-2979
Reference: Lot 7; Block A; Glacier View Heights Subdivision
This office performed an adequacy test on the waste water disposal
system serving the two bedroom residence located on the referenced
property and it was noted that the horizontal distances from the
well to the septic tank were approximately ~ feet.and from the
well to the seepage pit was approximately 120 feet. The adequacy
test resulted in a determination that it wm~-~be necessary to upgrade
the ~bsorption area. The well located on this property is cur~entl~
serving both the Zwo bedroom residence located on the referenced
lot and a small A frame cabin located on the adjoining property.
This places the well in a class C category with horizontal distance
requirements of 150 feet. Soil tests taken during the week of ? '.
April 11, 1983 and soil tests taken in August of 1971 indicate that
the soils in the area are capable of treating the waste water from
the septic ~ystem adequately to allow a horizontal separation between
the waste water treatment facility and the Water supply (well of
a 120 lineal feet in lieu of the prescribed 150 lineal feet).
It is our opinion that the combinations of the actions in the septic
tank and the processes acting on the waste water as it passes through
the soil found during the soil test should produce a water of acceptable
quality for discharge into the ground water under proper conditions
and at the recommended distance of I20 feet.
Based upon this opinion, we recommend that the State and the
Municipality grant a waiver to allow horizontal separation of well
120 feet which will allow the well to continue to serve a multiple
family. It should be noted, however, that the upgrade of the seepage
pit will have to be performed in a manner that will allow a continued
separation of 120 lineal feet from the absorption to the well at all
locations.
SRB 196X EAGLE RIVER, ALASKA
page two
If we may_,be of~urther service, please do not hesitate to call,'
ATTENTION- Bruce Ericson
Municipality of Anchorage
Department of Health and Environemtnal Protection
ATTENTION: Robert W. Robinson
EXCAVATION
ROBERT A. SHAFER
WORK
April
1983
CIVIL ENGINEER
694-2979
' Century 21, Heritage ~omes
ATTENTION: Earl Chapel
SR Box 126
- ...~gg. e River, Alaska 99577
.~.. .~ ....... .,r. Chapel,
.? ..... ;. Reference: Lot 7~ Block At
MUNICIPALITY OF ANCHORAGB
DEPT, OF HEALTH 8,
ENVIRONMF-NTAL PROl ECTIO~'I,
I i 983
RECEIVED
Glacier View Heights Subdivision
:>?' ":i:'";i-;[..-?-..:;~%.A~,;sewer system adequacy test was performed on the system located
~j-;iL,i~:~/;j?::'?~:l the referenced p'roperty, as you requested. The septic tank was
~-~.pumped and verified to have a capacity of 750 gallons. ~he seepage
pf~t was checked and found to be full of water. A.:pproximately 750
gallons of water was removed from the crib. ~Fresh water-was then
added to the crib and after a period of 24 ]]ours it could be determined
that' approximately 193 gallons had percolated out of the crib.
.-f~ can be concluded from this test that the septic tank ms adequaue
~.~%~,~.'the two bedroom residence located on this property, however,
*'~.[%:~'egret to inform Vou that the seepage pit is pe~:colating sufficient
'*~Y':'",.wat~r~' for onls, a on~ bedroom residence. It will be. necessary., to have
--t'his system upgraded before it can be considered adequate for two
bedrooms o
service, please do not hesitate to contact
Envzronmen,.a~ Health
D~partment of Health and " ' "-
· ~,.,~,
NOTE: The well located on [his proper[y is approximately 100 ¢eet~ the existing
seg~age pit and serves both the residence on [his properby and a small
~f~ Frame cabin on the adjoJrdng property. Horizontal dis[ance require-
~ ments are noh~bei'ng me~. This s~LuaLion should be resolved prior [o ·
upgrading LhL~ sewage ,~ysLem, . _~
SRB 196X EAGLE RIVER, ALASKA
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
2330 "C" St., Anchorage, Alaska 99503 - 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
Type of Insp6¢tion: CMRO VA FHA
CONY
P~operty Owner': ~. 7~ ~ O_~c//
'x:?! .
Mail.lng Addr'ess: ~j/~ ~me~, ~/~s~d
3. Name of B'uyer: ~~~~~%
,Mailing Address' ~} ., ~- ~ . -.' pho,ne
4.. Name of Lending Insti~,.tio~: /~ ~~/~~'oC
Mailing Address. ~,A~. Phone
5. Name of Rea]t'or or Agent: _~~ ~~ 9~ moO '
' ' Mailing Address~ ~/~ ~m,~ Phone
e
[e§al Description:
-D,ay Phone
T~pe of .Facility to' be inspected:
~ater Supply '
Type of Supply: Public Utility
No. Bdrms.
Individual
If Individual, .number'of dwellings presently served
If Individual,,,depth of well ~d9
Sewage Disposal System
Type of System: Public Utility
tf Individual, date of installation
EQ-037 (1/74)
'Individual (on-site)
Page 2 of two pages - Re ~t for Approval of Individual . ir & Water Facilities
Legal Description
Lot 7 BloCk A Glacier View Heigh%s
Comments
Approved~ (
~/~t.~' Disapproved
pproval Valid for one year from date signed
Date
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
c'ertify that the information contained in this request for approval to be a true and
~ccurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
'EQ,034 (1/74)
Re'~if~orm e 4S 471 SEND PARTS ! AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY
Pely Pak (SO sets) 4P471
DETACH AND FILE FOR FOLLOW-UP
0
tie 8,,
•
Municipality of Anchorage ;. q 'd /i`;?A - -
� = On-Site Water and Wastewater Program -(7,!D , �,`; ■
(907) 343-7904 /'* \S A F E T Y
Nti p1
P� 1%
Certificate of On-Site Systems App ' w
z3. . 0..‘,- 1-rE
Parcel I.D. 050-501-15 Expiration
• i
. •
1. GENERAL INFORMATION:
Complete legal description Glacier View Heights; Block A, Lot 7
Location (site address) 22931 Eagle River Road*Eagle River,AK 99577
Current Property owner(s) Kurt&Deborah Vause Day phone 317-7363
Mailing address
Real Estate Agent Doug Goodwin Day phone 947-3829
2. TYPE OF DWELLING:
® 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:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
Distance:
WaiverNariance request for:
Received by:
-4010"19% -+ Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 5VN.(iWaiver Fee $
Date of Payment 6 [2100 Date of Payment
Receipt Number o taa$(& Receipt Number
COSA# 0 5 U912416 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-sitewater supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: q i 0 i 1 g
000000p4
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o 1 4N
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industryO "'•' � .�14c��
practices. The reported results describe the condition of the system/s on the date/sgof the p• .•
•'•• .. 40
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or ' ! Oto
encroachments may exist that were not identified during the evaluation. The operational life of all wells O
I D
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, • * D
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 ou / :f A. Car ess.
system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of Vh 0CE— • ` 0
the well or septic system. GEG makes no representation whether an alternative well or septic system QO9 9 • •• (PO
can be installed on the property in the event either of the current systems fail to perform adequately in �! P^ ''• . .3.o .116 cc,ooO
the future. The content of this report is for the sole benefit of the person/party that retained GEG to 4�Papro ess°�°oma
perform the evaluation. Reliance upon the information provided in this report by any other person or o
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right 4 ��00 �
whatsoever.
#AECC884
6. DSD SIGNATURE a\ ��ITY (P-:
\Q(
L / ��'c
System #1 Approved for �l bedrooms J h-
� O
System #2 Approved for bedrooms o WA ER G�
Disapproved '" Wq NDrri
;1
pRQGWATER 6---
Conditional
approval for bedrooms, with the foil .,ving stipilla 6ns•c>
By: Original Certificate Date:
C ,'-- L -/p
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: %c
COSA Checklist Nitrate Advisory
Septic System Advisory / Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet 10-10-12.doc
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: GLACIER VIEW HEIGHTS; BLOCK A, LOT 7 Parcel ID: 050-501-15
A. WELL DATA *FORMALLY CLASS"C"- NOW PRIVATE WELL SERVING LOTS 7&8
Well type *PRIVATE If A, B, or C provide PWSID# Well Log (YIN) YES
Date completed 9/5/1972 Sanitary seal (Y/N) YES Wires properly protected (Y/N)
Total depth 170 ft. Cased to 166 ft. Casing height(above ground) t 2. .4 in.
FROM WELL LOG AT INSPECTION
Date of test 9/5/1972
Static water level
110 ft. ft.
Well production 8 g.p.m. �P g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG. colonies/100 ml. Nitrate ND mg./L. Collected by: GEG. Ltd.
Arsenic: <5 ug./L. Date of sample: 3/27/2018
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material
SEPTIC/STEEL Date installed 8/24-9/7/2001
1250 2 Cleanouts (Y/N) YES
Tank size gal. Number of Compartments
Foundation cleanout(Y/N) YES Depression over tank(Y/N) NO High water alarm (Y/N) N/A
Date of pumping 3/27/2018 Pumper JR's PUMPING
C. ABSORPTION FIELD DATA 'BELOW EXISTING GRADE FOR NORTH TRENCH "BELOW EXISTING GRADE FOR SOUTH TRENCH
"'UPPER TRENCH(NORTH)/LOWER TRENCH(SOUTH)
Date installed 8/24-9/7/2001 Soil ratingi4.p.d./ 3or ft2/bdrm) 1.2 System type DEEP TRENCH
Length 2 @ 20(40 TOTAL) ft. Width 2.5 ft. Gravel below pipe 7.05-7.2 ft.
Total depth*
1**9.9 111 4/ft. Eff. absorption area 560+ ft2 Monitoring tube YES Depression over field No
Date of adequacy test 3/28/2018 Results (Pass/Fail) PASS For 4 bedrooms
***25/ ***391 / ***42.5/
Fluid depth in absorption field before test 0 in. Water added 366 gal. New depth 11 in.
***254/ ***27/
Elapsed Time: 180 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d.
NONE KNOWN Ifyes, give date -
Any rejuvenation treatment(past 12 mo.) (Y/N &type)
"LOWER(SOUTH)TRENCH HAS SLIGHTLY LESS COVER THAN 3 FEET OVER THE DISTRIBUTION LINE ON THE WEST END OF THIS TRENCH.
MAJORITY OF TRENCH APPEARS TO HAVE3+FEET OF COVER.NO FREEZING ISSUE PER OWNER(SEE ATTACHED EMAIL FROM PROPERTY OWNER).
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at '• .. a er alarm level at
in.
I- "• Cycles tested Meets alarm &circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
75
Public sewer main '+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation *5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line **2'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 5+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*MET CODE AT TIME OF INSTALLATION. **WAIVER GRANTED. SEE WAIVER#WR010054.
G. ENGINEER'S CERTIFICATION o OF ,q / '�Q
rA
I certify that I have determined through field inspections and ; A • H ..y�40
review of Municipal records that the above systems are in �'' '�
conformance with MOA COSA guidelines in effect on thisS---1:--/
date.
. --fr- A. a • -ss..
Engineer's Print d Name JEFFREY A. GARNESS Q CE/773 ep
9, '
Date '.i .;c../' �� P�P�e'' vf.` ��o;�Oo
4 . apofessiono\o
0
��OO000�
#AECC884
(Rev. 11/05)
-
LOTS \\`N\ \\`N
N N LOT7
\` �` BLOCK B
S', /
CHICKEN` syp• `� /
/ �� �• COOPS 0; OF /
�Q�OQv� Y ~ �') ' ,.,70,,O SAO) `N
( h sr36Allow
\T\/TY (RJ , /
\ /\ ,\wry. a```'�ry \`�,iS \ /
_ \ WELL 3slb+ `�MFir `N\ /
/, '�� yA1NN N LOT 8
F \ \
N
A,
N
HEIGHTS ,4 N
N VIEW H.�
`'GAGIESpl�ISIG
? 1 � -)8ry�J
— c.o.
s2 „\LOT 7 �
GROUND SR 's `N
•
BLOCK A FOOTPRINT SR9SR ` `
eD
SR
h 0 .4^�
O' GRAVEL
DRIVE/PARKING �� L 0 T 6
J•
513, a/ SR®SR R SR ��4
(C) SI �'h
Fq /S'00. 0SR0SR R S®SR
) NOTES:
\ `� (�
�� 1. SURVEY CERTIFICATION: RODNEY P.
\ /4► KINNEY ASSOCIATES INC. HAS
`R CONDUCTED A PHYSICAL SURVEY
�090PROPERTYOF THIS SHOWN ON
THIS DRAWING AND THAT THE
IMPROVEMENTS SITUATED THEREON
ARE WITHIN THE PROPERTY LINES
LEGEND AND NO ENCROACHMENTS EXIST
OTHER THAN NOTED.
PROPERTY LINE
._-- - - — ADJACENT PROPERTY LINE 2. EXCLUSION NOTES: IT IS THE
OWNERS RESPONSIBILITY TO
RIGHT-OF-WAY CENTERLINE DETERMINE THE EXISTENCE OF ANY
--_. .---- EASEMENT EASEMENTS, COVENANTS, OR
C.O. RESTRICTIONS WHICH DO NOT
OD CLEANOUT APPEAR ON THE RECORDED
—��"``` 0SR SEPTIC RISER SUBDIVISION PLAT. NOTE: UNDER
NO CIRCUMSTANCES SHOULD ANY
OF A �.\ COMPUTED PER STATE OF DATA HEREON BE USED FOR THE
i L 11 (C) ALASKA ROW S-0550(1) CONSTRUCTION OR FOR THE
//�t`S i - 9' 1l' (R) RECORD PER PLAT #P-650 ESTABLISHING OF PROPERTY LINES.
* 4 ,N •
!ri SURVEYOR'S CERTIFICATE; GRAPHIC SCALE
I HEREBY CERTIFY THAT I AM PROPERLY '10o zD ao
Clark E. Kinney REGISTERED AND LICENSED TO PRACTICE LAND
SURVEYING IN THE STATE OF ALASKA, THIS
+10- .. ISS//117 0 �// REPRESENTS A SURVEY MADE BY ME OR UNDER MY )♦ I
,te' 7 , P - i DIRECT SUPERVISION, THAT THE MONUMENTS SHOWN ( � FEET )
°fessiaoa\ �' HEREON ACTUALLY EXIST AS DESCRIBED, AND THAT 1 inch = 40 ft.
\��\����� ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT.
LOT 7, BLOCK A
RPKAGLACIER VIEW HEIGHTS SUBDIVISION
tzli,-----1111111111161 INIMIlli 6 we MUM
(PLAT P-650)/AK PROJECT NO. S-0550 (1)
AS-BUILT
M� lbeivIss1d � ANCHORAGE RECORDING DISTRICT 4/16/18 I FIGURE 1
