HomeMy WebLinkAboutBOREALIS #1 LT 12
Municipality of Anchorage Page \ of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~ ~ \C:~ ~.~r--~ PID Number:
~ ~~~ ~~~ Wastewater System: D New ,~Upgrade
~ Address:
~~ ~~ ~ ~, ~~ ABSORPTION FIELD
Phone: ~ INc. of B~oms:
~ ~ ~ Deep Trench ~ Shallow Trench D Bed ound D Other
DESCR .T O.
LOt'.~ ~ ~~[~ubd~n: Bo~thto~ipo~ottom[romod~,nal~r~do:[~ ~ ~
Number of lines: ~Distance betwee~lines:
WELL: ~ New U Upgrade Grave~: ~ Ft. ~~ ~ Ft,
Classification~~(Private, A,~,~}, Total Depth: Ft, Cased To: Ft. Total absorption area:~ ~ ~ SQ. Ft. Pipe
Yield: GPM ~ Pump Set at: Ft. ~ Casing Height Above Ground:Ft. TANK
i
i
SEPARATION DISTANCES ~ septic ~ Holding ~S.T.E.P.
From Tank Field Station Tank Sewer Lines
Well ~ ~ ~[~ ~ ~ ~ate~~ ~umb~r o, ~rtmonts:
Surface
w.~, ~ ~ ~k ~ ~ LIFT STATION
Lot 1 , ~ Size in gallons: ~ Manufacturer:
Line ~ ~ ~
I
Remarks: BENCH MARK
~~~. ~/~~ ~~ Location and Description~~ ~
I
~ssumod ~lovation: ~ ~,
EN~'S SEAL
eNlaa;NIgN; S 9 S 2nd E'~ ~1
Department of .ea~ an~ ~u~an ~r~c?s approval
Reviewed and approved by: ~ate: ~
72-013 (1/91) MOA 25
Permit No, ~J ~101~t- Page ~' of ~'
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description:
PID No.:
ir- '---J L.P--A&P~ I..'. F..,-
I
72-013 A (2/91) MOA 25
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW910184
DESIGN ENGINEER:S & S ENGINEERS
OWNER NAME:DOUBLE HORSESHOE INVESTMENTS
OWNER ADDRESS:3333 DENALI
ANCHORAGE, AK 99503
1
DATE ISSUED: 7/05/91 ~/~/
EXPIRATION DATE: 7/05/92
PARCEL ID:01520322
LEGAL DESCRIPTION: BOREALIS #1 LT 12
LOT SIZE: 16800 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
"'-'~-~"?'?~-' ~'-~' INSPECTION R
MUNICIPALITY OF ANC~IORAGE, BUILDING SAFETY DIVISION
3500 EAST TUDOR ROAD
INSPECTIONS (907) 563-3464 INFORMATION (907)786-8211
STR ' "- '- ' ~ ' -
OT/~BLOCK/ SUBDIV. ~ /DATE ¢I" I
FOOTING [] ELEC. TEMP. ~,,.~ [] PLBG. UNDGR.. []
FOUNDATION [] ELEC. SERVlCE/,/"~:~ PLBG. ROUGH. []
BOND BEAM [] ELEC. ROU(~I~t'.'- '.'~ :~ GAS TEMP. []
FRAMING [] ELEC. FINAL '~ "*'~..""L,,:~ GAS []
INSULATION [] OTHER MECHANICAL []
SHEETROCK -- [] MECH. FINAL []
STRUCT. FINAL [] FIRE FINAL [] PLBG. FINAL []
OTHER . [] ZONING [] OTHER []
NONCOMPLIANCE OBSERVED
[] WILL REEXAMINE AT NEXT INSPECTION
COMMENTS
[] CORRECTIONS ESSENTIAL AS
EXPLAINED BELOW
[] DO NOT CONCEAL UNTIL REINSPECTED
z, ,':?' INSPECTOR
~HEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION
84-002 (Rev. 11/87)
DO NOT REMOVE THIS NOTICE
ROBERT SHAFER, P.E.
ROGER SHAFER
J~y I, 1991
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Lot 12; Borg,lis Subdivision;
Request you issue a p~rmit to upgrade the septic system on the
referenced property per our attached d~sign dated June 30, 1991.
As explained in the attached September 27, 1989 l~ter by Fl~top
Technical S~rvic~s the existing septic system is in a state of failure.
A soils test was performed by us for the proposed upgrade. Although no
groundwater was encountered, the area is known for a seasonally high
groundwater level. We have designed an ~levated mound system to be
installed with the receiving soils just b~low the existing organic
layer. A sand filter is specified with a minimum thickness of 2 ft.
due to the ~longation of the proposed system and the poor soils we have
designed a pressurized mound system using the EPA Design Manual, 1980.
The property is served by a Class 'A' water system and there are no
w~lls on adjacent properties, therefore, we do not anticipate any
adverse effects on adjacent properties by the installation of the
proposed system.
if you have any questions, or require additional information for your
r~ivew~se contact us.
~qRT A. SHAFER, P.E.
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
SCALE
SCALE
J
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~1 ~Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
s
L
IF YES, AT WHAT O
DEPTH? p
E
Depth lo Waler ~ .~ ~ _ ~..~!
Monitoring? ' v'!~'~/ Date:
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE '"Z'/''''/ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN __ FT AND ~ FT
COMMENTS
17054 L'-~a'~ giv,~,' Loop I~oad No. 204 / //~ _
PERFORMED BY: ...... k-l.. ~ I I // ' CERTIFY
~agle Kiver~ ~ .......... ~/_ THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I~FECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
FLATTOP TECHNICAL SERVICES.
CIVIL & ENVIRONMENTAL ENGLNI.:ERING . ENERGY CONSERYATION & A~NALYSIS
TilEOI)ORE F. MOORE, P.E. 14530 ECHO ST.
vU: (907)~45.s~55 September 27, 1989 ANCHORAGE, ALASKA 99516
Alaska Housing Finance Corporation
'cio Realty Center - Attn. Skip Mender
8400 Hartzell Road
Anchorage, AK 99507
Dear Mr. Mender:
Per your request I have investigated the water supply and
wastewater disposal systems serving the residence on Lot 12 of Borealis S/D
located at 4920 Omega Circle in Anchorage (AHFC ref. No. 60076). The
following'is a report of my findings, along with copies of relevant backup
documents.
This residence is served by a D.E.C. approve.d community water
system, so there should be no need to conduct a well flow test or take water
samples prior to sale.
According to municipal records, the original wastewater disposal
system was installed in 1974 and consisted of a 1250 gallon septic tank
followed by a 13 foot deep seepage pit with 666 square feet of effective
absorption area. The system was upgraded in 1977 by the addition of 32
lineal feet of soil absorption trench, which provided another 512 square feet
of effective absorption area. In 1980 the system failed an adequacy test and
was again upgraded with another 43 feet of absorption trench.
Despite the fact that the residence had been unoccupied for an
extended period of time prior to my inspection on September 20, I found
the standpipes giving access to the seepage pit and original upgrade trench
to be full of fluid to within 4 feet of ground surface. The standpipe for lhe
second upgrade trench was filled with gravel nearlyt~ g~ot~l ]Erf~ca~n~ D
thus was useless for testing purposes. The only logical explanation for the
observed fluid levels is that the system is saturated with gr~d~w~t~'~f~.
which may also explain the history of past failures. I shoule~otb th~t~nis
subdivision does have a history of poor soils and failing septic systems,
AHP -- ANCHORAGE
Simply adding on more trench will not correct this groundwater problem or.
make the system eligible for Health Authority Approval.
In order to correct the abovementioned problems, it will first be
necessary to conduct new soils tests including percolation tests and
groundwater monitoring to assess the soil conditions and determine if it is
possible to construct a properly functioning septic system anywhere on the
lot. A lift station and soil absorption mound may well be required in order
to achieve the necessary separation from groundwater, or if that is not
possible, the only other solution is a holding tank. These answers cannot be
known until the soils testing is completed. The following is an estimate of
anticipated costs through the soil testing, design and permit application
stages.
Backhoe for soils tests $300
Visual soils tests and logs [2 test holes) $180
Percolation test $100
Groundwater monitoring (incl. 30' perf. pipe) $ 80
Site plan $150
Design of mound system (plans and specs.) $350
Permit application fee $ 90
~_id solicitation from 3 excavators $1'~O
Total thru design phase $1400
If this work shows that a mound system is the best alternative, the
construction cost wiU probably be in the range of $10,000 to $12,000. If no
soil absorption system is possible, installation of a holding tank will be in the
vicinity of $3000. Please advise me if you wish me to proceed with the soils
testing and design engineering. There should be no problem doing the soils
testing and design work during October, however early snowfall or sub-
freezing weather may make it more practical to defer actual construction
until next spring.
Please give me a call if you have any questions on this report.
Sincerely,
Ted
AHP- ANCHORAGE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENT,zNI.. PROTECTION
ENVIRONMENI'AI_ ENGINEERING DIVISION
825 L Street - Am.',hora,qe, Alaska 99501 Telephm~e 264-4'12_0
ON-SITE SEWAGE DISPOSAl_ SYSTEM AND/OR WEI. L INSPECTION REPORT
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
--~ ~, DISTANCE TO:
~ 2: Manufacturer
~ ~ Liq. capacity in gallons IF HOMEMADE:
I~, f~ ~ DISTANCE TO: We
O ~"~ I Manufacturer
DISTANCE TO: Well
,u. 2: I No. of lines Length of each line~
-z,,, /
I- ~: ~_Top of tile to finish grade
Length Width
~1- Type of crib ;rib diameter
~.~ Well
DISTANCE TO:
Class Depth
~ DISTANCE TO:
Building
foundation
NO. OF BEDROOMS
Absorption area [ Dwelling PERMIT NO.
Material No. of compartments
Inside length /Width Liquid depth
Dwelling PERMIT NO.
Material Liquid capacity in gallons
Foundation Nearest lot line ! PERMIT NO.
Total length of lines f
Material beneath tile
Depth
Crib depth
Building foundation
~UPGRADE
Trench width
! inches
Distance between lines
Total effective absorption area
PERMIT NO.
Total effective absorption area
Nearest lot line
Driller Distance to lot line PERMIT NO.
Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING
,2S'o
INSTALLER
REMARKS
"~"~APPROVED
DATE LEGAL
PERMIT NO.
APPLICANT
LOCATION
LEGAL
~qLmN I m3 I pRL I T'¢ OF 8~mZ:HORAGE
DEPARTMENT HEALTH AND ENVIRONMENTAL '{)TECTION
825 '~ STRE~T~ ANCHORAGE..
264-4720
Emrq--SITE SE~ER UPGRADE PERMIT
TOBEN SPURKLRND 8145 CRRNBERRV
¢i~. LOT si ZE-~eeee s.ua.E FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS
SOIL RATING <SD FT?BR>= 250
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
DEPTH= 1~.3 LE[46TH= 48 CRA%eEL DEPTH= 8
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
8ND THE BOTTOM OF THE ENCAVATION (IN FEET).
REQUIRED SEPTIC TR[4K SIZE= ~ 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.
T~O < 2 ) INSPECT IONS ARE REQU I RED
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
i00 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 8 COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERM I T E×P I RES DECEMBER ~l.. 1~80
I CERTIFY THAT
i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2~ I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
i ESIDENCE IS REMODELED TO INCLUD~ ~ORE THAN ~
APPLICANT ~BEN SPURKLAND
ISSUED BY, F~~'-~J'-- ........ DATF ~- ~'--~0
I F THE
V4. 0
~UNICIPALITY OF ANCHORAGE
He, .~ and Environmental Prote .on
Fourth Floor West
825 L Street
Anchorage, Alaska 99501
279-2511, x 224, 225
.................. ]~-S"~-ECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
..... PHONE
NAMF
SEPTIC TANK:
DISTANCE
FROM WELL
MANUFACTURER
INSIDE LENGTH ___
NUMBER OF
COMPARTMENTS
MATE RIAL
INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS.
TILE DRAIN FIELD:
TOTAL LENGTH ,~, ~
DISTANCE FROM WELt ............ FOUNDATION .......... NEAREST LOT LINE ................... OF LINE
¢ of Lines ............ DISTANCE BETWEEN LINES TRENCli WIDTH ..... ~¢~IN TOTAL EFFECTIVE
Af3SORP¥',O~",J AREA $l~I SQ. FT. LENGTH OF EACH LINE
DFPTIt: TOP OF 'TILL TO FINIS[t GRADE blATERIAL BENEATH TILE¢ IN, ABOVE TILE ~ ,.IN.
SEEPAGE PIT:
Log Crib Rings
[3Ul LDtNC~ FOUfqDATION .....
DI/:\METER ~ OR WIDTH ..... LENGTH___, DEPI'H
Crib Size: DIAMETER .... DEPTH____ DISTANCE FROfvl: WEEL
TOTAL. EFFECTIVE
NEAREST LOT LINE .... ABSORPTION AREA (WALL AREA)
FT.
Well
Class: Depth:
Well Distance To: Lot Line
Bldg: Sewer LiDe:
Pipe Materials:
II of Bedroom ,~r~
Installer: ~~ ' ',
Remarks:
1`4jttbk"..P.. LJF' L:.iJE].;,k.:CIUMtz, =
I'"IH',:':; ,t. j',ti...I p't " .... '
1 t...ll::; t.r..iSNL:~i i H i,.',IMEI"4blUN 15 I'HEi LbZNdi f'H ( IN P't.-.b~i ::, i...Ip IrH~i i RE1`'4C:H Ur;:'. L:,F::F;~INH ].ELL:,.
thlb. L:,E;F'"tH Lfic lq t RL:i;NC:H LII;..' P].'i .t::; "Il-fiE L:,IS"i'HNI.':;Ei BEi'NL-.E]"4 'IHE: Si..t~RF:'PIfL;;E; iifx; tHti'Z
L:it.,:.'l.;li...Ir,41.) HNL:, t'Ht:; BI. Iii OM (;;IF' 1HE EX;4L;H',,;HI'ION (IN
tHE]:4'.E t.'::; 1`.4L) b;I::;t' PJIL:,i"H t.::l.;)R ib'.bNL:HES.
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H PI..iC:KI~IL.ib. t:;:'l....f~Ni MHN" E:~i INSIHL. LEL:, HI IHE PEF..'MtI'IEb:".'z; OPt'IUN SIjB.,]t~L.:'I ICI if'ii::;
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;::'..H L:LIf'4t'tNLIUL.ib P1HIN/'E;Nf:I1`41~:;E I-:II.]I4'.E~Ef'IEN'I' iS RE:MiJII4'.E[:,. 11~ 14 f,IFfl]:NiEi]NFtNL:t:i::
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Hbrz.;CtF,.:i-'l ii:iN 5"r'.'.'r.,'iEP1 HN[:,/1314'. '-r'Ul.j Mlq'¢ BE SUBJEU:'/ /O PRU%EI.'JUIFIE)N.
GR[
R ANCHORAGE AREA
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
.GH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME ,~/~)/¢,0 ~2¢
LOCATION ~),r~ ~'-G ,,~/
MAILING ADDRESS
~/~-- ~ LEGAL DESCRIPTION
PHONE
SEPTIC TANK:
DISTANCE
FROM WELL
MANUFACTURER
MATERIAL '~'-~' ~'-"~
NUMBER OF
COMPARTMENTS
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH_
LIQUID CAPACITY ! ~_g-o GALLONS.
SEEPAGE PIT: /3 ry./~//. 2__~3/×:~
NUMBER Of PITS / DIAMETER __ OR WIDTH__, LENGTH , DEPTH /?~ ~
LINING MATERIAL ~¢~-~RIB SIZE: DIAMETER DEPTH ~ "DISTANCE FROM:
! -/- TOTAL EFFECTIVE
BUILDING FOUNDATION ~-~/""/~ NEAREST LOT LINE ~
WELL
ABSORPTION AREA (WALL AREA) ~
.SQ. FT.
ADDITIONAL ABSORPTION
WELL: ~-~.
TYPE CONStrUCTION
BUILDING NEARESt
fOUNDATION __, LOT LINE
CESSPOOL , OTHER SOURCES
APPROVED DISAPPROVED
DEPTH
NEAREST ~ SEPTIC,¢/,~ /,,..~..-
SEWER LINE ,~: , TANK ~'
REMARKS
DISTANCE FROM:
SEEPAGE /~.-.
SYSTEM / ~)
DISTANCES:,
DIAGRAM Of SYSTEM
INSTALLED BY: ~-~ ¢
PIPE MATERIAL: ~,,4,¢r' ...~¢A/
LOT SLOPE:
REMARKS:
Form No.
DATE
G.A.A.B.
PER~'/i IT NO
NAME OF APPLICANT.-,' '-~.'----,.4 ......... :-: .... F ........... .__ IMiAtLING /,DDRL~;S .... --': '_ ...... '-
./' .,. f , , , - ; -'? , ,..
INS'IALLATION LOCATION ...........!._~,~I1,1,~'~/_ .... :_ '.z., ............. --..:.:.Z ..... 2.:
· ~ . '; ., .. ,;
/'? .,/F._~,~,, .... -._,., . . .-,,.'',, , , ¢
LEGAL DESCRIP'~:fON ---5_-..:"- ...... :~.2' ~.--"_Z-.~ ...... ' '-'' __L [z_---'-'- :'-- ~ .......... '.Z'.--.:
INSTALLATION OF': SEPTIC TAI,IK ~" SEEPAGE PIT .............. , DF,'AIN FIELD OTI. IEFt
TYPE AND SIZE OF FACILITY TO BF. SZRVF. D <" ' '"'"'''~'' ' "¢' "'" '*'" '" "' ""' '" ""
FINANCEO THROLICH ........................................ TO DE. IiN:STALLt;I) I?,Y ........... '.;:~:'~.,':.;__.L;.--2.'::]~'.:';~].7':;]:"'_?]
· '" ' : "',".? .,' 5
COMPI_ETION DATE AN'rlCIPATED
FINAL INSPECTION: 24 HOUR lqOTICIE Fib:('iIII[~E;I:~. I31kCiCr.'II..LINC; O1-,' ATqY $",'f;TF.r¢; WiTi-{OUT I::INAI.. iNS:;i"I£ifiTIOI',~ t:",' TIdE
DI':.:I:'?,RTIvIENT OF ENVIROf]f,.;L?I--ITAI., C,~IJ/kI~IT*F AUI I IOl':,'tlT¥ WII.I.. [it:; SIJL~Ji~;C:T TC) I-:I2(.)Di:;OUTIOI
'"" ~: '"'" ' ::~'/., .......'. ..... f:_:- _:_ ~E~',.,,,G: ^~-'.,:A ~,=~: .... 1..:_'...!' -._._: .:; ........ ;-¥.,~ .................................
SL"PTIC TANK SIZE ._z:. ~' _Z'LL::_~__t.. :_._ TYPE
FOUNDA1 ION TO SEPTIC TANN
FOLhlDATION ~'O SEEPAOE PIT I)RAIIq I'!EL.D
SEPTIC TANK TO SEEPAGE PiT }VAI._L ..... E
SEPTIC TANK ~'¢ SEEPAGE PIT ........ ~ ........... DRAIN FII<LD
II'O NEAREST LOT LINE ,-
WELL '1'O SEPTIC TANK .... ~ ..... Lu ............ gEEPAG[( PFF _
D~AIN FIELD ......................... ALSO CONSIDEI-I ANEA ~VFL. LS.
~/ATER MAIN TO SEPtiC TANK ............... ~EEPAGE PIT .
DRAIN EIEI-D
SEPTIC TANK..- SEEPAGE PiT --: .......... D:AIN EIi~LD
TO RIVER. LAKE. STREAM,
CAST'IRON NTO AND OUT OF SFPTIC 'rANI( AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET IlxlTO UI'~DIS'I'URBED SOIl-
4 INCN DIA. METER CAST IRON SIPHON }-*IF'ES ON SEPTIC -lANK AND SEEPAGI'~ :'IT
I-'ITTED 'WITH AIRTIGHT REMOVABLE CAPS.
CONFORM TO ~OROUGI-{ REGULATIONS REGARDING If'iS'FA,LI..ATIOhl
,:-' /_ ........ ; ,
.... : C ,-; ..>
C2 ........... _:..EL_ ............
G ,A .A .£~, /
LICENSED DES
i
I CEt:~TIFY TI4AT AD4 FAMILIAR WITH THE NEQUIREMENTS OF OREA'] I;I.1 A. NCI4ORAGE AREA [~,OI.~OUOH uI~DINAN£E h,iO. 28.68 AND THA'I TI-IL: ABOVI~
DESCRIBED SYSTEM IS IN ACCORDANCE WITH t.~AID COL;[: '--
-,'/.,:>:) /-.: ¢- '(' (-'L: . -- "
DATE ' · ' _ APF'LICAN'r'S SI(;i',IA'fUt?E ' ~'
DEPT. OF ENVIRONMENTAL CONSERVATION
BILL SHEFFIELD, GOVERNOR
~lephone: ~0~ 274-2533
Address:
437 E. Street
Suite 200
Anchorage, AK
99501
April 9, 1984
PWS I.D. #210786
To Whom It May Concern:
According to records on file in this office the Borealis Omega Water System
is in compliance with the State Drinking Water Regulations.
Sincerely,
MM/msm
cc: Gwen Turner
Alaska Environmental
Control Services
Anchorage, Alaska
Mike Ma thews
Environmental Field Officer
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
GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address
Day phone
Lending agency / Day phone
Mailing address /"
Agent
,. Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: -~
TYPE OF WATER SUPPLY:
Individual well
Community well ~'
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I ve.rify 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 Alaska Water & Wastewilter Phone
7320 l~a.st Ch.e~ter ~ts~C:~rcle
Ad dress A:ffchoYa~/Ala~16a ,995(~4
Engineer's signature ( .~/~',~/,/~:~ ( ~-'~ Date
DHHS SIGNATURE
~' Approved for
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 {Rev. 1/91) Back MOA ,~21
Legal Description:
Municipality of Anchorage
DEPARTMENT OF HEALTH &HUMAN SERVICE~E C E I
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) :~4~4741998
Municipality of Anchora
Health Authority Approval Checkli${)ept. Health & u ...... ge
LO~'" l?..j {~oC/..~-~.~ ~/O ParcelI.D.:
A. WELL DATA
Well type C.,o~.
I(~B, or C, attach ADEC letter. ADEC water system number
(Y/N) Date completed
~ Cased to Casing height (above ground)
Total
Sanitary seal (Y/N) '"'""'-~ Wires properly protected (Y/N)
AT INSPECTION
Date of test ~ __
Static water level ~
Well production ~ __ _ g.p.m. ~_ g.p.m.
WATER 'SAMPLE RESULTS: ~.
Coliform __ Nitrate ~__ Other bacteria~'--...
Date of sample: Collected by: ' ~
B. SEPTIC/HOLDING TANK DATA
Date installed ~5/o/'/ Tank size
Foundation cleanout (Y/~) %/ ,,~ '~'
Date of Pumping 3/n/c~ Pumper /-h:~-~F_.,
I ~,~'C) Number of Compartments '~-- Cleanouts (Y/N) ."/
Depression (Y/N) /Ub High water alarm (Y/N) y
C. ABSORPTION FIELD DATA
Date installed ~/¢~ !
I
Length ~'"'] Width
Effective absorption area 114...0
Date of adequacy test .~//tt/~,
Soil rating
/
(g.p.d./ft2 or~ , 4--
Gravel thickness below pipe
Monitoring Tube present (Y/N)
Results (Pass/Fail) P~=-S ..q ~' For
System type J~/Ou,,,J I~
Total depth - 4,/=
Depression over field (Y/N) AJ i~
Fluid depth in absorption field before test (in.); ~'1/4'// Immediately after~Z~Ogal, water added (in.):
Fluid depth 5~Z. c~ (ins) Minutes later: 14-4-O Absorption rate = ,4-~-'C) +' .g.p.d.
Peroxide treatment (past 12 months) (Y/N) ~c~--.- V.~c=~,~J if yes, give date /',)
bedrooms
72-026 (Rev. 3/96)* -~ <~_.~ ~~.~=.,~ L~,~--~::~
LIFT STATION
/
Date installed (~'/ cl I
Manhole/Access (Y/N) y
High water alarm level at*
Cycles tested ~ ~"l'~'F'-
E. SEPARATION DISTANCES
Size in gallons
"Pump on" level at*
"Pump off" level at*
*Datum
~CES FROseptic/holding tank on~t_~....~M:ELL ON LOT TO: On adjacent lots
Absorption field on lot ~~
Public sewer main ~ Public sewer manhole~~
S~ Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation ~lr. ~ Property line / ~ ~ Absorption field ,,/0 /
Water main/service line (0/4- Surface water/drainage IOO ~ Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Surface water
Curtain drain
! p~_,,e. IWCl I
lO ""~' -
~=_~-~ ..- Building foundation ~ r4' Water main/service line
(OO/~_
Driveway, parking/vehicle storage area
~o~JE_ ~.,.~ c, ,.,.) ~J Wells on adjacent lots '~ / 4-
ENGINEER'S CERTIFICATION ~?~;~ :, ,....t AL '~/~ ~
' ced,~ ,hat lhave *te~, [,d inspections and review of Municip¢,~"~~ ~ms are
Engineer's Name/ ~ (6~~ ~' ~~ ~ ':: " ~ ~'
Date
HAAFee $ ~. ~-"Z) o ~
Date of Payment ~?/:7 .~~
,umber (7 rye)
?
72-026 (Rev, 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
Water & Wastewater
March 16, 1998
7320 East Chester Heights Circle - Anchorage - Alaska 99504
Phone (907) 337-6179 - Fax (907) 338-3246
Consulting Engineers
Municipahty of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Septic System Evaluation at Lot 12, Borealis S/D.
To whom it may concem:
The subject property is served by a community water system and a private septic system.
According to M.O.A records the drainfield is a mound type system that is 20 feet wide, 57 feet
long, and has an effective depth of 6 inches. On the day of our inspection, 3/11/98, the
monitoring tube had 5.25 inches of liquid in it, indicating that the bed was essentially 87.5% full.
Six-hundred gallons of water was introduced over a period of 133 minutes. The first 200 gallons
of water caused the level to rise 1 inch, to a total liquid depth of 6.25 inches. At this point, the
drainfield was full. The next 400 gallons caused the level in the field to rise 1.75 inches (above
the invert of the drainpipe). Twenty-four hours later the level had dropped back down to 5.5
inches, indicating that virtually all of the water had been absorbed (probably through the top and
sidewalls of the bed). Based upon the test results, it was concluded that the absorption rate of the
bed exceeds 450 gallons per day, as required for a 3 bedroom house, however, it should be noted
that the system is approaching the end of its useful life.
If you have any questions, please contact me at 337-6179, or 244-9612.
Sincerely,
~arness, P.E., M.S.
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
GENERAL INFORMATION
Complete legal description
LOT 12 BOREALIS ~ 1
Location (site address or d rections)
4920 OMEGA CIRCLE
Property owner DOUBLE HORSESHOE INV'ES~'VJB~TS Day phone 333-5877
Mailing address 3333 DENALI ANCHORAGE, A~ 99503
Lending agency
Mailing address
Day phone
Agent Day phone
Address
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Unless otherwise requested, HAA will be held for pickup.
3 '~
NOTE:
Individual well
Community well x
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 X
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State AD£C
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front 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
Engineer's signature
DHHS SIGNATURE
~ Approved fOr
Disapproved.
17034 Eagle River Loop Road No. 204
Eagle River, Aiasi(a
bed rooms.
Phone
Date
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOA #21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: I.,-dP'T'_ ~"~' '~~~ '~ Parcel I.D.
A. WELL DATA
Well type
If A, B, or C, attach ADEC letter. ADEC water syStem number
Log present (Y/N)
Date completed Driller
Total depth Cased to
Casing height
Sanitary seal (Y/N)
Wires properly protected (Y/N)
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
g.p.m.
; On adjacent lots
; On adjacent lots
gpO .~.
Public sewer main
Public sewer manhole/cleanout
Sewer service line
Petroleum tank
WATER SAMPLE RESULTS:
Coliform Nitrate
Other bacteria
Date of sample:
Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts {~N)
High water alarm (Y/N)
Date of pumping
Tank size \,~...~'c> ~,~,~-----~, Compartments "-2_.,
Foundation cleanout(~N) "~ Depression
-"-'-' Alarm tested (Y/N) ' '
1',~/~ Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot ~ E>~,~ On adjacent lots ..-~;~::,t ,~ Foundation
To property line \ c>~ J~ Absorption field \c~! Water main/service line \~
Surface water/drainage \ u:~C~ -~
72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed ~-- ~c~
Size in gallons
Ventl~q) ~'
High water alarm level
Meets MOA electrical codes(~'~j~N)
Manufacturer
~"~"~ ~ ~ ~ ~'~' Manhol~e/Access~f~N) '--/
"Pump on" level at '~ "Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot ~ c~--~... On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed
I
Length
Total absorption area \~./~
Depression over field (Y(~
Results (pass/fail)
Peroxide treatment (past 12 months)
Width
Soil rating
Gravel thickness
Cleanouts present ~:7N)
Date of adequacy test
for ~
System type
Total depth
If yes, give date
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Wellon lot t"~ c~ t--~,~' On adjacent lots "'~-c:~> ~ ~ Property line \
To building foundation ~ ! To existing or abandoned system on lot
On adjacent lots "~'-'~ ~ ~ Cutbank I~ //~ Water main/service line \,
Surface water
Curtain drain
Driveway, parking/vehicle storage area ~_____-----~--t~_
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect,
S & S ENGINEERING
Signature 17034 Eagle River Loop Road No. 2_04.
Eagle River, Alaska 99f~77
Engineer's Name
Date ~ _ ~/..z~.-~ ~
~,ct ~_rLtbe date of this inspection.
HAA Fee $
Date of Payment ,__~/Z,~'/~-~'
Receipt Number '=~
Waiver Fee: $
Date of Payment
Receipt Number
72-026 (Rev. 3/91) Back MOA 21
DEPT. OF ENVIRONMENTAL CONSERVATION
WALTER J. HIOKEL, GOVERNOR
ANCHORAGE DISTRICT OFFICE
800 E. DIMOND BLVD., SUITE 3-470
ANCHORAGE, ALASKA 99503
(907) 349-7755
March 24, 1992
FOR: S & S Engineering
PWSID -If 210786
My review of the records on file in this office reveals that the Borealis Omega Subdivision,
Class "A" Public Water System, is in compliance with the routine coliform bacteria
sampling requirements listed in Table C, and with the inorganic sampling requirements
listed in Table B of 18 AAC 80.200.
Sincerely,
Environmental Engineer II
BR/cf
MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH ALrfHORITY APPROVAL CERTIFICATE
1. General Informaticn Application Date
/
(a) Legal D~scription (include lot, block, subdivisicn, section, township, range)
Location (addm~ss o.~ directional
/
(b) Applicants
Applicants Add~ess.
(c) Applicant is (check one) Lending Insti~,ution ~; Owner/builder ~
(d) Lending Institution ..,i.,/w-~ Telephone
Address
(e) Rsal Estate Co. & Agent -~,~17777
Address "~/~'~-
, , , ,L, / /' '
To le phone
2. Type of Besidence
Single-Family
Number of Bedroc~rs
Multi-Family
O~er (~s~i~)
3. Water Supply
Note: If cc~m~nity ~11 system~ must have w~itten confirmation f~cm the State
Department of Environmental Conservation attesting to the legality and status.
Is the ~11 adequate fo~ the number- of bedrooms specified in this HAA~/N)
4. Sewage Disposal
Onsite ~ Public ~-~ Conm~nity ~ Holding Tank ~
Is the wastewate~ disposal system adequate for the number of bedrooms C~N)
[Page 1 of 2]
2-15-84
5 Engineering Firm tltoviding
.... ,.~!)ectQ:C~s, I%sts., L~ta and Information
I certify tb~t I have c~h~cked, verified, c~ ccnformmd to all ~A ~. ~i~li~s in
effe~ on t~ date of ~is inspections,
Si~d . .~<~//~' ~ ~.7 ~?~/ ~te ~Z~ ...~/~ j, ~..<27W
N~ of ~'"(-~"~ ) ~ Telephon~
--, ~-'~ ,' ~ ~.~? / <~2 '~ ' ~---.~ ~ ~ ',/~ ,~/~-, ,,,," ~'~ ~.'~-,~ ~' n:'~~'' ~ ' '~ 1
S ig~d ~ ~:~' '/~~e-~'~-~'''~' '/--~ --
'''
The Municipality of Anchorage Department cf Health and Environmental Protection dces
not ~aran'tee t?~? ~,ntinued satisfactory p~rfor~nce of the 'water supply and/cz the
wastewater disposal system. This approval indicates that, as of the validation date
shown abo%~, ?m,.sed c.n tba data and informaticn furnished by. an engineer registered in
.the State of Alaska, the ~ater supply and .gastewater disposal system is safe and func-
tional fcr the numter cf t~ck-ouns and type of structure indicated.
(D~EP SF3kL)
7. Mail the HAA to the following address:
KB2/d5/s
[Page 2 of 2]
2-15-84
MUNICIPALITY OF ~NC~ORAnE (MOA)
HEALT~ AUT~O~TY APF~OVAL (~AA)
B, c~ C, D.E.C. App~oved~N)
Well Log P~esent (Y/N)
Static Water f~/~-- ~ ~t At
Casing ~iGht
~p~ation Dis~s ~ ~11:
To ~ptic~oldi~ Ta~ ~ ~t ~.~ ~ ..
To ~a~st
To ~est ~blic ~= Li~ ~/~
Cle~t~le P /~
wa e=
, /
Wate~ S~le'~st ~sults
" .; On' Adjoining Lots, .~'
~/t ; On Adjoining Lots.
To Nearest Public
TO Nsa=est Se~ Service Line on L6t
S. SEPTIC/HOLDING T~NK E~TA
Date Installed Size /~.5'-O No. of Ccmp~nts ~
Standpipes ~/N) Ai=-ti~ht Caps ~/N) Foundation Cleanout~/N)
Dep=ession ore= Tank (Y~ ' Date Last Pumped ,
Pumping/Maintenance Contract' o~ File (Y/N) ~U/2 ; fc~
Holding Ta~ Hi(.~%-Wate= Ala=m (Y/N) ~/4 Tempo~a~y Holdin~ Tank Permit (Y/N) Xz~
Se .p. aration Distances f~cm Septic/Holdin~ Tank:
To Wate=-Supply W~ll ~d6f '~ To Building Foundatio~ ~/
To P~c~e=ty Line ,~2~~ To Disposal Field . ~' . ,
To Water Main/Service Line / To Stzeam, Pond, Lake, c~ Maj~ D~ainage
Course
[Pa~s 1 of 2] 2-15-84
SUOT ~em~.G
TIME
DATE
DIRECTIONS:
THIS SIDE FOR OFFICIAL USE ONLY
INSPECTION APPOINTMENTS
TIME
DATE
INSPECTOR
TIME
DATE
1. TYPE OF RESIDENCE
INGLE FAMILY
[] MULTIPLE FAMILY
2. WATER SUPPLY
[] INDIVIDUAL
[] COMMUNITY
[] PUBLIC UTILITY
Connection Verified
[] ONE
[] TWO
NUMBER OF BEDROOMS
PERMIT NUMBER
[] THREE
[] FOUR
[] FIVE [] OTHER
[] SIX
· ,~ ·DEPTH'OF WELL
DATE DRILLED
LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM ! PERMIT NUMBER
[]INDIVIDUAL/ON -SITE ' ~ !~ATE INSTALLED
I--IPU BLIC UTILITY ' "
Connection Verified ;' ,~ INSTALLER
[]Septic Tank or I~]Holding~nk
Size: I~ _~ If Tank is homemade I ~o"~'~--'~'-~
give dimensions:
TYPE OF TAN~
TOTAL ABSORPTION AREA
4. DISTANCES
WELL TO:
Absorption Area to nearest Lot Line
5. COMMENTS
MANUFACTURER ~~.~ _~
MATER~AL
c,
Septic/Holding Tank -IAbsorption Area fewer Line
[] CONDITIONAL APPROVAL (letter must accompahv cer, fificate)
DATE ~ ~ ' BY (Tit e -
LEGAL DESCRIPTION
72-010 (Rev, 3/~8)
Tobben Spuridand P.E.
8155 Cranberry St.
Anchorage, Alaska 99502
Phone (907) 243-5302
Doris Timperley
Dynamic Realty
501 W Northern "ights
Anchorage, Alaska 99503
June 16, 1980
MUNICIPALITY OF ANCHORAGE
DEPT. OF I!-,^,LT;I &
ENVIRONMENT/~J.;, ,..)i ECTION
ADEQUACY TEST
J U N 2 0 1980
Legal:
Residence:
Water
Sewer
Lot 12, Borealis t~o. 1
Three bedroom ranch
Community Syst em
From Municipal Records:
1250 gal. two compartment tank
Three ring crib with 666sq. ft.
System installed in 1974.
RECE! ED
Soil Rat ing 250
of absorption.
Up grade in 1977.
Added trench 32 feet long 8 feet deep.
Da~e of this Test:
Test Procedure:
June 12 & 13, 1980
/
On. inspection crib was found with 72 inches of water, ~otal depth
of crib 14 '-6"
Trench clean out was foun~ to be 6 feet deep an~ dry.
Tank was pumped and water introduced into the trench through the
cleanout untill overflow into tank occured. Approximately 1200 gal
was used.
The following water levels were recorded:
Tank Crib C.O.
At beginning of test 6" 72" 0"
After Filling ..... !.7, 105 15.
Increase 11 31 15
Levels after 22 hours __ 1.~.
Decrease &-
89
14 14
To determine volume of crib and drainfield water was again
introduced iht the system at a rate of 7-5 gal/min.
Tobben Spurkland P.E.
The following readings were taken
· ime T Q Q
.3o o 7.5 o
.40 lo 7.5 75
.5o lo 7.5 15o
Water Depths
C.Oo Crib
1" 89"
4Y~ 9Z~
8Y~
Discontinue filling, monotor absorption
2.20 30 - - 7 95~
2.5O 3O - - 6~ 9~
3.20 30 - - 6Y2 94
5.45 85 - - 5~ 9~
Summary:
The residency has been unoccupied for months. At the time of this
test the water depth in the crib was 6 feet and the depth in the
trench was 6'8".
The awailable water volume in the crib and trench is 2Ogal~inch.
Total absorption in 24 hours was measured as 305 gal.
~--~x24x2o= 305.5.
22
I
I
Hay ~, 1980
Ric~rd L./Patricia A. Payne
Star !~ute A Box 1681-Z
Anchorage, Alaska 99507
Subject~ I~t 12 Borealis Subdivision A~dition ~1
Approval for your individual sewer and water facilities
can not be granted until the following items have been
eompleted ~
(t) The septic tank pum9~l with a receipt submitte~to
this department.
(2)
An adequac~ test be [~rformed on the existing l~aching
area. This test will determine if the system %s adequate
according to National Standards. A listin~ of privat~
firms performing the test is enclosed. This~
needs to be submitted to this department for cure
review.
If there are any further questions, please call tkis office
at 26~'4720.
/
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: ~fac Mortgag~ Corapany
401 East ~rthern Lights Boulevard
Doris Timperley
% Dynamic Realty, Inc.
501 West ~orthern Lights Bou].~vard
99503
99503
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received I~. /,/ ~?~/
Time of Inspection ~-~
Date of Inspection
Approval requested by:
Mailing Address:
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
2. Property Owner:
Phone: ~'5.~'? ..,.:~ ~Xj
Phone:
Mailing Address:
Legal Description:
3. /-~
4. Location:
5. Type of facility to be inspected
6. Well Data: (~/~/
A. Type ~_~J '-
· fl'f) ' .
C. Construction _~)
/
7. Sewage Disposal System:
1. Size /?~,
A. Installed
C. Septic Tank:
D. Seepage Pit:
No. of bedrooms
B. Depth "
D. Bacterial Analysis
B. Installer
2. Manufacturer
1. Absorption Area
2. Material
E. Disposal Field: Total length of lines
Distances:
A. Well to:
Septic tank ~'¥~? /'~
?,,'c/,,? (>
Absorption area .~~ , Sewer Lines
Nearest lot line
, Other contamination
B. Foundation to septic tank
, Absorption area
C. Absorption area to nearest lot line
EQ-034 (1/74) Page 1 of two pages
Page 2 of two pages - Re
Legal Description
;t for Approval of Individual
Jr & Water Facilities
Comments
Date
Approval~Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)
unicipality
Anchorage
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4tll
GEOI-:~GE! tV1. SLILLIVAN,
MAYOF~
I)EF'A[~]MENT ()[ ~IFAI.1tt AND ENVI[]ONMFNTAI_ PROTECTION
June 23, 1980
Richard L./Patricia A. Payne
% Doris Timperly
Dynamic Realty, Inc.
501 West Northern Lights Boulevard
Anchorage, Alaska 99503
Subject: Lot 12 Borealis Subdivision #1
The adequacy test performed on the subject property has
failed.
Therefore, before we may approve the request for the
lending agency, an upgrade will be necessary. Prior to
the upgrade a p'ermit will need to be issued by this
department.
The specifications for 'the upgrade are as follows:
Length of trench - 31 feet of line
Depth of trench - 13 feet
Gravel backfill - 8 feet
Note: the total depth should be no more than the
thirteen(13) feet.
If there are any further questions, please call this
department at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Amfac Mortgage Co.
401 East Northern Lights Boulevard Suite 212
99503
ALASKA e idlROFImI F1TAL COFITROL Se[ uICI S, IFIC.
4/6/84
TOM SZMANSKI
C/O 2727 LORD BARANOF DRIVE
ANCHORGE AK 99503
SELLER - KEN JOHNSON BUYER - SHEARER
SUBDIVISION - BOREALIS BLOCK - LOT - 12
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A CRIB/TRENCH WITH AN AREA OF 1952 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 900 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON 4/6/84 .
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
1200 UJest 33rd Auenue, Suite J~ · Anchorage. Alaska 99503 e[907) 561-50/40