HomeMy WebLinkAboutCORONADO BLK 2 LT 9LCI
I ,1
G"CATER ANCHORAGE AREA BORO~'~,H
HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
N.° 491
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
MAILING
ADDRESS.~.~.~' ~s~.~.,.~./~,-_,~ ~"~/~,. PHONE~~
DISTANCE FROM WELL
LIQUID CAPACITY //'~.~.~_~-~:::2 GALLONS.
NUMBER OF ,? _
MATERIAL -"~".~7--''"~'~'-~-' COMPARTMENTS
INSIDE LENGTH ,INSIDE WIDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PiT:
NUMBER OF PITS /
LINING MATERIAL -~ ~' ~'~-~"
/
NEAREST LOT LINE
OUTSIDE DIAMETER.
~ .OR WIDTH ~ ~ LENGTH ~2~:~ , DEPTH
· DISTANCE FROM WELL ~:~/)~' ,"~.~:~ , BUILDING FOUNDATION/~J~.,
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
SQ. FT.
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL / , FOUNDAT~ , NEAREST LOT LINE OF LINES
NUMBER OF LINES / DIS.TANCE BETWEEN LINES ~ TRENCH WIDTH ~l?~"~k'~C TIV E
ABSORPTION/~______ SQ. FT. LENGTH OF EACH LI~ ~/
DEPTH:.,~OP OF TILE TO FINISH GRADE DEPTH OF FILT EATH TILE IN. ABOVE TILE
WELL: ~"'~"~"'"'/'~' / DISTANCE FROM ~ WATER
TYPE .~"~'/~-J~-' ~ DEPTH ,, BUILDING FOUNDATION. SAMPLE ~(/"~') , NEAREST
~ NEAREST ~,..~"~S E P TI C /_.,~.~EEPAGE ~...--.-~- ~,.._..~.-. OTHER
LOT LINE SEWER LINE ., TANK. SYSTEM , CESSPOOL , SOURCES~
DIAGRAM OF SYSTEM
DISTANCES: .~ , " . . ../~-r/c ' ,., ,
'~ ~ ~' ' ' H~AL'I'H AUTHORITY
Greal'Er ANChOrage Area BOrOUgh
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-65'O
ANCHORAGE, ALASKA 99502
TELEPHONE
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION C-~· %
LEGAL DESCrIPTiON ~--~/~
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN FIELD
PINANCED THROUGH TO BE INSTALLED ~Y
SOil TEST RESULTS /~ ~/ /~ /
COMPLETION DATE ANTICIPATED ~ ~ ~ ~
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTB /
FOUNDATION TO SEPTIC TANK
I
FOUNDATION TO SEEPAGE PIT
/
SEPTIC TANK , SEEPAGE Pit
TO NEAREST LOT line.
WELL TO SEPTIC TANK (~
DRAIN FIELD
/
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, ., SEEPAGE PIT
DRAIN FIELD
DRAIN FIELD / ~ /
SEEPAGE PIT /~-
ALSO CONS,DEr ArEA WELLS.
· SEEPAGE PIT
· DRAIN FIELD
TO RIVER, LAKE, STREAM.
DIAGRAM OF SYBTEM
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 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.
OR
LICENSED DESIGNER
I CErtiFY THAT I am FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE area BOROUGH ORDINANCE N~O.~68 AND THat THE
DESCRIBED SYSTem IS IN ACCORDANCE With SAID CODE.E~,~?~"-~//~7/ ~~ F~ ~'~~~~/~~~
DAT , APPLICANT'S SIGNATURE */
ABOVE
~ APPLIC NT FILLS OUT UPPER HAl "ONLY
'~ ' Phone
Lending Institution 4
Really Co. & A~nl ' Phone
Address ~ ~ ~ Zip Code
Type of Resi~nce
~ Single Family
ultiple Family No. of Bedroo~
ther
Water Supply
~ ~lvidual A~ACH WELL LOG. A w~l log Is required for all wells drilled since June 1975.
~ommunlty For wells drilled prior to that date, give well depth (attach log if available).
~ Public Utility
Se~e~isposal
~lndividual Year Indiv~ual Installed:
~ Public ~ility When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspeclor Inspector
Field Notes: MUNICIPALITY OF ANCHORAGI~
RECEIVED
( ,,~ ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
( )DISAPPROVED
( ) CONDITIONAL APPROVAL*.
Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received
Well to Tank Septic Tank Size
72-023 (3182)
EXCAVATION
ROBERTA. SHAFER
WORK
September 22, 1982
CIVIL ENGINEER
694-2979
Chandler Construction
ATTENTION: Chris Brown
SR t, Box 2782
Chugiak, Alaska 99567
Dear Mr. Brown,
MUNICIPALITY OF ANCHORAGE
[~?T C': ';T'I?I~ ~'
ENVIk ,41, if, I;,. i,,o L- i-~
RECEIVED
Reference: Lot 9t Block 2: Coronado SuBdivision
A sewer system adequacy test was performed on the system located
on the referenced property as you requested. The septic
tank was pumped and verified to have a capacity of 1250 gallons.
The seepage pit was charged with 1000 gallons of fresh water
and after a period of 24 hours all the water which had been
added to the crib had percolated away.
It can be concluded from this test that the waste water disposa
system serving the four bedroom duplex located on this
is currently functioning a~]e_~ely. However,' the system
cannot be guaranteed against subsequent failure.
If we may be of further service, please do not hesitate to call.
S'i'/c/~r e~Y ' ~
SHA ~R, P.E.
/ / s/ss
cc: ~laska Sutual Bank
Ea~le River Branch
Municipality of Anchorage
Department of Health and Environmental Protection
SRB 196X EAGLE RIVER, ALASKA