HomeMy WebLinkAboutCOHOE LT 4015-051-
OAAB-HD-I
GI ER ANCHORAGE AREA BORO!
DEi,'ARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD ANCHORAGE, ALASKA gg§07 27g-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
LEGAL DESCRIPTION Z'I/ ~.,~1,~ Q)~C:
_PHONE
SEPTIC TANK:
DISTANCE FROM WELl k~ JOJ~'lJJt/'JdrJ~-~Ll
LIQUID CAPACITY '~ b~.nL~ GALLONS.
MATERIAL
INSIDE LENGTH.
NUMBER OF
COMPARTMENTS
LIQUID
INSIDE WIDTH DEPTH_
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS ~ OUTSIDE DIAMETER
f ! I
NEAREST LOT LINE 'Z/ '';/~' /O
, LENGTH I"~ , DEPTH r ~
DISTANCE FROM WELL__
BUILDING FOUNDATION
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
~'"~/~"/C?) .SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
~ NEAREST LOT LINE
~~DISTANCE BEIWEEN LI~',I[S~~ TRENCH WIDTH
SQ. FT. LENGTH OF EACH LINE
TOTAL LENGTH
OF LINES
TAL
EFFECTIVE
DEPTH: TOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAl. BENEATH TILE
IN. ABOVE TILE
WELL: TYPE ~t?l~'lvi'~t'u"'''/'Lj , DEPTH
~ NEAREST ~
LOT LINE SEWER LINE
SEPTIC
, TANK
DISTANCE FROM WATER
., BUILDING FOUNDATION.. SAMPLE
~ SEEPAGE
SYSTEM__ , CESSPOOL
NEAREST
OTHER
, SOURCES__
DISTANCES:
I~o ./~,~,'
~,;/
/
DATE
DIAGRAM OF SYSTEM
fl'om
Elaine Rhode -- E X P R E S S I O N
9340 Strutz Avenue, Anchorage, Alaska 99507 R E C E IV E D
(907) 346-2475 [phone &fax] APR 3 0 1996
Mumctpai~ty of Anchorage
Oept, Health & Human Servicee
TO: Department of Health & Human Services DATE: April 29, 1996
825 "L" Street, Room 502
Anchorage, Al( 9950 I
Phone (907) 343-4744
RE: Property 015-051-16-000-0
I am asldng for verification that the septic system on Lot 4, Cohoe Subdivision
(9340 Strutz Avenue and owned by me since 1975) is approved for a two-bedroom
dwelling.
Background:
Newly constructed system inspected 9/17/71 by Tim Rumfelt, Greater Anchorage
Borough Dept. of Environmental Quality. Has 1000 gal steel septic tank and 18'xl 7'
log-lined seepage pit. Two bedroom single family dwelling. "OIC"
Crib roof damaged in early1980s by neighbor driving over with cement truck.
Manually repaired with new roof timbers, which proved temporary.
Per 9/17/90 conversation with Daniel J. Roth, civil engineer, on-site inspection
services, Dept. of Health & Human Services, suggested further repair with a
perforated tank and gravel surround. Repair accomplished 9/24-26/90 by owner and
Nielsen Bros. Excavating and a Greet LE500 perforated metal tank (6' tall x 46"
diameter) surrounded by 10 cu yd rock and with a 5" diameter casing for the inlet
pipe.
Because my system worlcs so well, the mandatory pumping is on a two-year cycle.
Thank you.
NmE
LOCAT,ON
SEPTIC TANK:
DEe-TXRTMENT OF ENVIRONMENT~L:.OUALI ' ' '::~,:'~i'!'~.i!;~:',' ",~','~'~
TUDOR ROAD ANCHORAGE, AUt~KA
.
......... ,.
,MATERIAL ~ r' ,C~PARTME~S ' ",~] '' '- ~":~ ~
DISTANCE FROM WELL ~' ~-~'I~'"D L. FL1 b -- I.~ppl~oue, D '.
LIQUtD CAPACI~ ~ GALLONS. INSIDE LENGIH INSIOE WIDTH ,, ,
SEEPAGE SYSTEM: SEEPAGE Pl[:
OUTSIDE DIAMETER
DISTANCE FROM WELL
· TOIAL EFI:ECTIVE ABSORPTION AREA (~ALL AI~Aj
TILE DRAIN FIELD:
TOTAL LENGTH :.' :::~'.
NUMBER OF
· '"' ,' ' "'" '.'2:,',,."'/ .' '
~.. ,~ ~. ;'~.,:tf.,~"i~t ,'~!':',~':.::~ le ': ~.:~'~,., .'..' ;. ' '.
";'DEP~. tOP ~ T~E tO FINISH GRADE
FR MWELL .,- ;.- : , _ . NEAREST LOT LINE , ..C~ LINES .
--"--'7'-'-"- ............. -- - ~ _.,~"~ ::
,._... .... _." ...... .
~ CESSPOOl, ',,; SOUI~'"" L' -';::.':.
.... W ,.,~, ....... ~ :., .... ~.~.., ....... ~. ,~,,,,.;,,, ..... . DISTANCE FROM ,
"SI(~'NAi'URE