HomeMy WebLinkAboutBRUIN PARK FIRST ADDITION BLK 5 LT 27
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephoqe 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
MAILING ADDRESS
LEGAL DESCS~PT~ON
LOCATION
i DISTANCE TO: //~
~ ~ I Well
Manufacturer
~ Lq. capacty ngal ons
IF HOMEMADE:
~,~ DISTANCE TO: Well
3: ~ I- Manufacturer
~u:Z I DISTANCE TO: Well '
~ ~. ~ I No. of lines ~ Lena:o'o~ e~ch%e
-~'" / -1 .
i~1- lTop of tile to finishgr!dJ~'?~-'~
~ l Length Width
u~ / DISTANCE TO:
~ lClass Depth
~ ] DISTANCE TO:
PA~ 5U I~D,
IPHONE ~.._........~
· . UPGRADE
Inside length JWidth
Dwelling
Found~) I
NO. OF BEDROOMS
Total lengt,~h of_l
Material ]~eneath tile
Material
N ear est>~J,i n~e
' J Trenc't~,
PERMIT NO.
No. of compartments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
inches
~:~ ~, i¢ inches
Depth
Crib depth
PERMIT NO.
Distance between lines
Total effective absorption area
Building foundation
Total effective absorption area
Nearest lot line
Driller Distance to lot line
Sewer line
OTHER
PIPE MATERIALS
I~E ~ FOI~/~T~-~ PLA~I't c ~PE
SOil TEST RATING
INSTALLER
Septic tank
IPERMIT NO.
~t~o~ ~rea (s)
REMARKS
A'r
PiP~
DATE LEG
QGRF
':ER ANCHORAGE AREA BO'
Department of Environmental Quality
3330 C Street
Anchorage, Alaska B9503
UGH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME .~("_./~ /. iL?o/_Z)., %'~ MAILING ADDRESS
LOCATION /' ' (' '7/~ /g, ///l /]/ z E,~ LEGAL DESCRIPTION
PHONE
SEPTIC TANK:
DISTANCE
FROM WELL
M AN U FACT U R E R ~"~/'/A/O.~/¢
MATERIAL
NUMBER OF
COMPARTMENTS /
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH_
LIQUID CAPACITY /~---¢-~0 GALLONS.
SEEPAGE PIT:
NUMBER OF PITS /
DIAMETER __ OR WIDTH
LINING MATERIAI_~/'~//¢ /~t.[,g/ CRIB SIZE: DIAMETER
BUILDING FOUNDATION__, NEAREST LOT LINE 2~ /
ADDITIONAL ABSORPTION
LENGTH__, DEPTH ~/
DEPTH ~ / DISTANCE FROM: WELL
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) /) :~' ~/ SQ. FT.
WELL:
/',-(:,/*~. ~c- )'2
TYPE CONSTRUCTION
BUILDING NEAREST
FOUNDATION , LOT LINE
CESSPOOL , OTHER SOURCES
APPROVED DISAPPROVED
NEAREST
SEWER LINE
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
, TANK , SYSTEM
REMARKS
DISTANCES:
INSTALLED BY: ~.~---~'(-'
PIPE MATERIAL:
LOT SLOPE: ~-~
REMARKS:
Form No. EO_~031
DIAGRAM OF SYSTEM
DATE /~/~/~'~
G.A.A.B.
'T'HE; i)F!;F'".-H OF' F! 'TF::~:.:"'.i"'F OF::: F';['T T':.X "!"HIE E:: ); '5 "i" !::: ,'- ;'~' E E;E~"j"i,jI:::'~::.:','.! "!'J'"iJ!E ;L:,L!:;;'I:::'FpL.Ei' C!F' T.'"qii!'
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i::'~!~:i;~:i"i ]: "i" F~I:::'F'L
........ ~ ~ ~ ]: T"/ '] ......r ~.l~:' "-m: h. ..... ~ iT ,:::'
...................... '-.
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............................................. 'T' .'~ ....
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...................
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,'!: E:i~Ei:;;:"i" :i: i:::'"/ '?'HFI T
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-.. q/i/
, ................ r ................................... ~""~-" '~' ..-.F.~--..~." ~ ...............
MUNICIPALITY OF ANCHORAGE
De[~artment of Health and Environmental ~rotection
825 L Street, Anchorage, AK. 99501
264-4720
~,~
Permit
WELL AND/OR ON-SITE SEWER PERMIT
Applicant: ~),d~D ~'~/~/ Mailing Address:
Location: ~JCH Phone Number:
Legal Description: Z(9 ~ ~ ~ ~/~ ~ ~,A/~,
Type of Soil Absorption System Is:
Trench: Drainfield: Seepage Bed:
Maximum Number of Bedrooms:
Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:
DEPTH ~ 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 ~(HOLDING) TANK SIZE = ,
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 1 9 8 ,2 * * *
I certify that:
(1)
(2)
(3)
I ~ f~iliar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
I will install the system in accordance with codes.
I understand that the on-site sewer system may require enlargement if
the residence is remodeled to include more ~. 3 bedr°°y/d
'7~( ~,~ issued by:~~,_~a~~ ,
Applicant Date: ~8, //~~ ~'~,/)~
S igne~:
SWP/024 (1/81)
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
LEGAL DESCRIPT,ON .~2.~-'~._.2 ¢ ,//'~¢. ~
INSTALLATION OF: SEPTIC TANK __
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
~ SEEPAGE PIT K , DRAIN FIELD OTHER
TO BE I NSTA'LED BY ~_/)/_/~'_____~'--/V'~,
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
DIAGRAM OF SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION ~[O SEEPAGE PIT--~ ~
/
., DRAIN FIELD
, DRAIN FIELD .
SEP~FIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK --- ~ ..... SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK ..~'.~g:~
DRAIN FIELD
ALSO CONSIDER AREA WELLS.
, SEEPAGE PIT
/
WATER MAIN TO SEPTIC TANK
DRAIN FIELD-
/'
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
~.INCH DIAMETER CAST IRON SIPHON pIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G .A .A .B.
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILiar WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BC~:~OUGh ORDINA~ICE NO. 28-~8 AND THAT THE ABOVE
DESCRIBED SYSTEM IS/IN ACCORDANCE WITH SAID CODE.
FORM NO. E(~-016
STANLEY BRUST & ASSOCIATES
1610 Dimond Drive
Anchorage, Alaska 99507
February 22 1982 (~ ~-1 ~ j
MUNICIPALITY OF ANCHORAGE ~0~)~'~ '"'
// /
Mr. Richard C. Shaul
S~ 1766A
Anchorage, Alaska 99507 R~C~I~
Re: Soils Investigation on Lot 27, Block 5, Bruin Park Subdivision
Dear Mr. Shaul:
Forwarded herewith are the results of the soils investigation for the
wastewater disposal system on lot 27, Blk 5, of Bruin Park Subdivision.
Uased on visits on February 13 and 17 and interviews with you the
following information was obtained, l'he lot is a triangular shaped
parcel with an area of about one third acre. The lot is level with
a gentle slope to the east. A 24' x 40' three bedroom trailer sits on
the lot and is ;]resently occupied by three adults who are employed
elsewhere. Information on details of the existing waste disposal system
is not available, but it is believed to consist of a 1000 gallon septic
tank followed by a seepage pit containing a volume of 1000 gallons.
The well is located about 135 feet from the septic tank vent and 175 feet
from the vent fron~ the seepage pit. The depth of the static water
l~)vel in the well wa.~ measured at 44'-4" below ground level.
The system has periodically overflowed from the septic tank vent pipe,
which is 18" above ground level, and has been pumped about every six
weeks. 1~00 gallons has beeh pumped from each vent. Liquid is heard
to be splashing back into the seepage pit after being pumped. This may
indicate seepage from the surrounding saturated soil rather than a
perched ground water table.
The liquid level in both ve~ts was the same; 48" below ground level. This
was measured on Fe!-,ruary 13 rior to p~.~ping. The bottom of the septic
~ank 'was measued at 7'-6" bei~',.:, ground level, and the bottom of the
.seepage pit was measured at 10'-6" below gro~.:,~d level.
On February 17 a test hole was excavated with a backhoe. A soils log is attached.
he ground was frozen to a depth of 3,feet. A visual analysis disclosed
1'-6" of organic silt and topsoil underlain to 11 feet by a glacial
deposit, consisting of silt in which many cobbles and boulders, up ~o
20" were embedded. This layer is highly'compact and appears to be
impermeable. Therefore a percolation test was not run on this layer.
Below this is a fine sand extending to at least 15' below ground level, at
which point the test hole was halted. After digging ceased the hol.e
slowly began fillin~ up with water. A percolation test in the sand
layer was therefore not feasible. '7
This liquid could have come from a perched water tableI but it it also
possible that it seeped in from the saturated soil surrounding the seepage
pit. The test hole was about 25' south of the seepage pit. It is
recon~ended that the ground water level be checked after breakup during
the excavation for the new subsurface'disposal system to ascertain whether
a mound system with a lift station is necessary. If feasible, a percolation
test may be run at that time to see if a lessor infiltrative area can be
used.
From a visual analysis the sandy layer is suitable for subsurface disposal
at a rate of about 250 square feet of absorption area per bedroom.
Therefore 750 square feet of absorption area would be required. The
vertical area of the walls above the sand layer should not be counted as
part of the absorption area. After excavating to the sand layer the
hole should be filled with a uniformly ?aded medium sand, which will be
the actual filter media. This new sand layer should be placed to a
height of at least four feet above the high water table. A minimum
thickness of 6"-12" of screened gravel should be placed above this level
and extend to just above the level of the new perforated pipe. If this
pipe level is above the elevation o? the existing septic tank outlet then a
"mound" system with a lift station will be necessary.
Although it has failed, the existing seepage pit still has some percolation
capability and it is recom~ended that it be used as an alternating system
with the new system, by use of a diversion v~ve at the outlet of the septic
tank. This will allow each of the systems to '~est periodically and allow
the clogging mat to degrade naturally. The resting unit can also act as
a standby unit in case of a failure.
It is estimated that the cost of the new seepage bed will be $4200.
Please feel free to contact me if you have any questions. ! appreciate
this opportunity to be of service.
Si ncerely~ ~ours,
-~ust, P.E.
SURVEYORS
Dimond Dr~ve,
Anchorage, Alaska
99507
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
8
16
17
2O
SOILS LOG - PEhCOLATION TEST
SLOPE
DATE PERFORMED:
SITE PLAN ~,~ _.~.
WAS GROUND WATER
ENCOUNTERED?
IF 'YES. AT W'4AT
R~,~dir ] r)a~ Gr os~,
7 ime
Iime
Depth to
Water
__ , J PERC~)LATIut'.' RATE_. (minutcs/~.chJ
j ~'"-~'~ -----~/-- -rES'; RU' r~,L TWEEN
Net
[Hop
FT AND FT
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY Case
oo30 C Street
ANCHORAGE, ALASKA 99503
_ ' Performed
Legal Description: Lot ~'- Block__~_:7' Subdivision
This Form Reports Soils Log__/~ Percolation l'est
- Soil Test Must Be Logged 'Fo 4' Below Proposed Seepage System
Depth
Feet Soil Characteristics
lO~
ll~
C
Was Ground Water Encountered? /~.m
/
If Yes, At What Depth? /~?
...... L .L.._.IL_J ....... ~L_JI_. [
Reading Date Gross Time Net Time Depth to H2Q Net Drop
Percolation Rate Minute
Proposed Installation: Seepage Pit [)rain Field
Depth of Inlet Depth t--6-~'ot--T~-'~i'~-6'-f"-~Pit or Trenc~ ....................
BY ........ : ......................... ' .~'-' V ·
Test Performed _ :..._~~ Date Cert~ ~ed B, ._ .........................
Da te '
/
_ o o~,__,9 . ,. _. ~-t o
/ / ,
/
SLfRVEY TYPE
[] AS-BUILT
[] PLOT PLAN
[] LOT SURVEY
RECERTIFI CATION AS-BUILT
NOTE: FENCES ARE SHOWN IN THEIR APPROXIMATE' LOCATIONS ONLY.
Il ~s lhe respons~bHIly O{ lhe buiJder or owner, prior tO
construchon, 1o verdy proposed budd)n9 grade relative
to finished grade and ubllty connections and 1o determine
lhe ex)slence o~ any easemenls~ covenants or restrictions
which do not appem on t~ recorded subdJvm~on plat'
LEGEND
hub I~ tack-found E] set
iron rebor -found O set
iron pipe -found O set
brass cop -found (~ set
alum. cap -found ~ set
Pre, po. red by
I ENCH M,4t H £NC
Professional and Surve),or~ ...
Scale D~own by
1:' = 40' BJH
Dote Surveyed Checked by:
Har. 24: lqR? ~E.]
Date Drown Grid:
Hat. 24, 198_.? 2.633
Legal Description
_0T 27
, BLOCK 5 BRUIN PARK SUBDIVISION
MUNICIPALITY OF ANCHORAGE
DMSION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND DArI~ PROTECTION'
APPLICATION FOR HEALTH ~FfHORITY APPROVAL CERTIFICATE
1. C~neral Information Application Date _ 5/21/84
(a) Legal Desc=iptioh (include 10t, block, subdivision, section, township, range)
Lot 27~ Blk 5 Bruin Park Subdivision
Location (add~ess or directions)
Lake Otis & Willene, off of O'Malley
(b) Applicants Name Che~r¥1 & Peter Karatzas Telephone .344-6752
Applicants Add~ess SRA Box 1778X Anchorage, Alaska 99507
(C) Appliqant .is (checkone ) Lending Institution ~; Owner/builder ~-~;
Buyer ~ ; Other ~--~ (explain);
(d) Lending Institution Telephone
Address
(e) B~al Estate Co. & Agent ERA So~uet Reatly Earlene Hanson
Address 2518 E. Tudor Road, Ste. 202 Anchorage, Alaska 99515
Telephone
2..Type of Nssidence
Single-Family ~-~
Number of Bedroca~
3. _Water Supply
561-1616
Multi-Family
3
Other (describe)
Note: If ~u~unity ~11 system, must haw written confirmation from the State
Department of Environmental Conservation attesting to tbe legality and status.
Is the ~11 adequate for the number of bedrooms specified in this HAA (Y/N) 'Y
4. Sewage Disposal
Onsite ~ Public ~ C~nm~nity ~ Holding Tank ~
Is the wastewater disposal system adequate fc~ the rnmber of bedrocks (Y/H) y
[Page 1 of 2]
2-15-84
5. E_~i~e~ng. Firm Providing Inspections, Tests, Data and Information
I c~rtify that I have checked, verified, or conformed to all MOA ~gAA Guidelines
effect on the %~ate of this insoection.
Signed /~ /x.,'~ ~<'-.', Date ~;///// ~
Name of Firm ,.., ~'.~ ' ~;/v~,~. -<' . -
( ENGINEER SEAL)
Approved fo be ......
Terms of Conditional Approval
[tional ~
Date
The Municipality of Anchorage Department of Heal~
not guarantee the continued satisfactory
was~.~water disposal system. This approval ind]
shown abow, based on the data and information
the State cf Alaska, the w~ter supply and wast
t ional for tJ~e nu~be~ of l~droc~s and t~pe of
(DHEP SF~L)
7. Mail the HAA 'to the following address:
KB2/d5/s
and Envirornmnta! Pratection d<
of the wate~ supply and/or t~
that, as of rte validation ~
nished by an engineer registere{
disposal system is safe and J
uctu~e indicated.
[Page 2 of 2]
2-15-84
ae
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
LEGAL: Lot 27, Blk 5 Bruin Park Subd.
Well Classification
Well Log P~esent (Y/N)
Individual
Total Depth 115' Cased to
Static Water Level 45'
Casing Height Above Ground 12' +
Electrical Wiring in Conduit (.Y/N) N
Separation Distances f~cm Well:
To Septic/Holding Tank on Lot 120'
To Nearest Edge of Absc~ption Field on Lot
To Nearest Public Se~r Line N/A
If A, B, c~ C, D.E.C. Approved(y./.N)
Date Cc~leted
unknown
Set At
N/A
unknwon Yield 1 gpm
Depth of G~outing unknown
100'
Sanita_~y Seal on Casing (Y/N) Y
Depression A~ound 1Wellhead (Y/N) N
115'
; On Adjoining Lots .... 100' +
; On Adjoining Lots. 100' +
To Nea~estPublic Sewer
Cleanout/Manhole N/A TO Nearest Se~r Service Line on Lot N/A.. .
Water Sample Collected By D. Mane¥ ; Date 4/11/84
Water sample Test Besults Satisfactory for Total Coliform
Cc~arents Well was pumped dry with ~echar~e monitored at 1:03 gpm (1480~ gpd)
B. SEPTIC/HOLDING TANK DATA
Date Installed 7/82 Size 1000 gal No. cf C~¥~a~tm~nts 2
Standpipes (Y/N) Y Air-tight Caps (Y/N) Y Foundation Cleanout (Y/N) N
Depression over Tank (Y/N) N Date Last Pumped 5/18/84
Pumping/Maintenance Contract on File (Y/N) N~A ; fo~ N/A ° . ....
Holding Tank High-Water Alarum (Y/N) N/A Ter~Dora~y Holding Tank Permit (Y/N).?/A,
Separation Distances f~cm Septic/Holding Tank:
To Water-Supply W~ll 220' To Building FoGndation .5' +
To P~operty Line 5' + To Disposal Field ~ ~ '. t
To Water Main/Service Line 10' + To Stream, Pond, Lake, c~ Major D~ainage
Core, se None Noted
Corarents. system upgraded in 7-82. Th~ original concrete septic tank was used.
[Page 1 of 2] 2-15-84
C. ABSORPTION FIE'ID DATA
Soils Rating in Absorption Strata
Date Installed 7-82
Width of Field 5'
250
Type of System Design Drainf, ie, l,d,.,
Length of Field 157'
Depth of Field 6'
Gravel Bed Thickness 12"
5/18/84
To Existing cr Abandoned System
On Adjoining Lots 30' +
10'+ To Cutbank(if p~,esgnt) ,-~
Square Feet of Absorption A~ea 785 Standpipes Present
Dep~ession over Field ,(Y/N), N Date of Last Adequacy Test
~msults of Last Adequacy Test System upgrade 5/84
Separation Distance from Absorption Field:
To Water-Supply Wsll 115' To Property Line 15'
To Building Foundation 20,
Lot None Noted ;
TO Wate~ Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course None Noted
To Driveway, Parking Area, c~ Vehicle Storage Area
Comments
System upgraded 5/84. Distances from adjoining lot wells to ne,arest e, dqe, Of
absorption field is 100'
D. LIFT STATION N/A
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Cc~ents
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test.
Msets MOA
** Check Permitted Bedrocm Rating Against HAA Request
I ce=tify that I have checked, verified, cr confczured to all MOA HAA Guidelines in effect
[Page 2 of 2]
KB1/d5/s
on the date ~ this inspection.
ISAACS PUMPING SERVICE
(Norm Tibbetts, Owner)
6218 Quinhagak Street
ANCHORAGE, ALASKA 99507
Phone 563-3300
All claims and returned goods M
accompanied by this bill.
~t~ank~ou
~592 ?,OPUCT 609~ ,nc., G~oton, M~s. 01471.
ISAACS PUMPING SERVICE
(Norm Tibbetts, Owner)
6218 Qmnh~gak Street
Phone 563-3300
ENGINEERING INNOVATION IN ~,~E FAR NORTH
ARCTIC ENGINEERS, INC.
ENGINEERING STUDIES . DESIGN - CONSTRUC-fION MANAGEMENT , SURVEYING
May 25, 1984
AEI# 84-003-30
Municipality of Anchorage
Division of Environmental Health
Dept. of Health & Environmental Protection
825 'L' Street
Anchorage, Alaska 99501
WELL ELECTRICAL WIRING CONDUIT UPGRADE
LEGAL:
OWNER:
HOUSE TYPE:
UPGRADE:
Lot 27, Block 5, Bruin Park Subdivision
Cheryl & Peter Karatzas
3 bedroom trailer, single family
The first inspection of April 12, 1984 revealed that
well wiring was not adequately protected with conduit.
A re-inspection of the well wiring on May 25, 1984 confirmed
that this item had been corrected in compliance with
M.O.A. regulations. If you have any questions or require
additional information, please call 561-1345.
Sincerely,
AR~C ENGINEERS, INC.
Duane Maney
DM/rel
3901 P/~J'RICIA LAN~: ~ ANE'HO~AGF, ALASKA 99504. 907/333~942S
ENGINEERING INNOVATION IN ~HE FAR NORTH
ARCTIC ENGINEERS, INC.
ENGINEERING STUDIES · DESIGN · CONSTRUCTION MANAGEMENT ~ SURVEYING
May 22, 1984
AEI# 84-003-30
S & S Engineers
7125 Old Seward Highway
Anchorage, Alaska 99502
An adequacy test was performed as requested by Mary Bannister after modifications
were made to the existing absorption field which was installed in July 1982.~
Two lines were shortened a total of twenty-two feet which brought the minimum
distance between adjoining lot water supply wells to 100 feet: Depressions
over the disposal field were also upgraded. The enclosed information is
the results of our field test. If you have any questions or require additional
information, please call.
Sincerely,
ARCTIC ENGINEERS,
Duane Maney
INC.
DM/rel
enclosures
ARCTIC ENGINEERS, INC.
1506 W, 36TH AVENUi ,, ANCHORAGE. ALASKA 99503 .~ 907/56%1345
3901 PA'}RICL,% LAN~ ~ ANCHORAGE, ALASKA 99504 ',, 907/333.9428 (AccouN"rING)
May 22, 1984
ENGINEERING INNOVATION IN I HE FAR NORf'H
ARCTIC ENGINEERS, INC.
ENGINEERING STUDIES o DESIGN ~ CONSTRUCTION MANAGEMENT ~ SURVEYING
A~.T# 84-003-30
S & S Engineers
7125 Odl Seward Highway
Anchorage, Alaska 99502
LEGAL:
OWNER:
HOUSE TYPE:
WATER:
SEPTIC SYSTEM:
PROCEDURE:
RESULTS:
SEPTIC SYSTEM ADEQUACY TEST
Lot 27, Blk 5, Bruin Park Subdivision
Cheryl & Peter Karatzas
3 bedroom trailer, Single family
On-Site well
From MOA records
TANK: lQ00 gallons, 2 compartments
ABSORPTION FIELD: Drainfield; modified length of lines 157' with
5.75' of absorption material beneath ti'le.
SOIL: 250 square feet per bedroom.
TEST DATE: May 18, 1984
A total volume of 1000 gallons of water was first added to the
absorption field. This was performed by filling of the original
4 inch standpipe which is connected to the 17' leg of the drainfield.
The total rise in liquid level in the standpipe was 5.5 inches,
which corresponds to a rate of 181.82 gallons per inch.
The septic tank was then pumped and absorption monitoring was
carried out for 90 minutes.
By comparing the amount of gallons absorbed to the difference in
time for absorption a daily absorption capacity was estimated at
475 gallons per day. The required absorption capacity for a
3 bedroom house is 450 gpd. The system meets Municipality of
Anchorage requirements.
ARCTIC ENGINEERS, INC.
1506 W. 36Tt~ AVi-NUI* ¢ AN(:HORA(;i:, ALAS!';,.A 99503 ', 907/561-1345
390! PA, rRICIA !,.A~',,lt; ~, AN,CHO!:!A(¢.., Al ASF, A 99504 ,* 907/3339428
Date Dat'e Date
Inspector
Inspector Inspector , ~ //
(~) A~proved Bedrooms
DateSewrnete aled ' L2rmt"°
~~ Holding Tank 81ze
Soils Rating Well To Absorption Area Well Log Received
I ~ ~ Well to Tank
Street Location ~E
, Q Other '
Wat~uPpl~'
~adivldual A~ACH WELL LOG. A welt I~ Is required for a I wells drilled since June
~ Community tg75. For ~to that date give well depth (attach Icg If
Se~ Disposal .
~ndlvldual
' Year Individual Installed:
.D Public Utiltty When Connected to Public Utility: ,~
NOTE: THE INSPECTION FEE MUST ACCOMPANYEACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
,,~, ,~,,~,~ ,¢ ~ GREATER ANCHO,,AGE AR~:.,, BOROLIGH
/
~,,.~._~.¢~%.,_~ ¢o:,u ~ at., Anchoraqe, Alaska 99503 -. 274--456
REQUEST FOR APPROVAL F
INDIVIDUAL SEWER & WATER F CILITIES
1. Type of Inspection: CMRO VA ~ FHA COt,~V
Property Owner:
Mailing Address:
Jack L. and Barbara J. Wold
SRABox 1766-At AnchoragB ........ D_,~i~ Phone 344-4637 .~,
3. Name of Buyer: .G_a__rry_ Allen and Carol A. Lobdell
Mai 1 i ng Address: Hilside Motel, l{m. 8__,~.c__h_. ..... _O~,.~ Phone 277-5124
4. Name of Lending !nstitui-.ion: Spokane Mortgage Co.
Mailing Address: 3201 c S'treet, Suite 250
Phone 277-0543
Name of Real tor or Agent.' Hal Graser Realtors - Bud Hanson
Mail ing Address: 401 E. 26th Avenue, .ARch. Pb, o~le . 279-0491''
Legal Descri p-hi on: ........... .L_o..t_,~27_~_B_l_o_c_k_..~_.~_~r_u_&A..~_.a.,~_,k_S__u_bA._ .......................................
Location:
Type of Facili'ty i:o be inspected: single family NO. ['~drms. 3
Water Supply
Type of Supply:
Public Utility I'ndividual xxxx
If ;[ndividual~ number of dwellings presently served 1
Individual:, depth of well 112 feet
Sewage Disposal' System
Type .o'? .Siystemo Public Utility Individual (on--site) XXX
I 'F I n d i v i d ti a 1 , d a t e o f i r~ s t a 1 1 a t i o n ..... 1_9_Z2_..._-__
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