HomeMy WebLinkAboutT13N R3W SEC 13 Lot 86
:R ANCHORAGE AREA
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
· INSPECTION REPORT ON-SII'E SEWAGE DISPOSAL SYSTEM
NAMF ~/Z)/J/~ ~?~U~,7/~IO MAILING ADDRESS '?,~.~11 ~/~ PHONE
LOCATION /~"/'0~2~:~/)/, i~R ~/~ LEGAL DESCRIPTION ~77~--~WA~'F'~ -~:' /~'~
SEPTIC TANK:
DISTANCE .. ~ )
FROM WELL ~' MANUFACTURER
INSIDE LENGTH '~ INSIDE WIDTH --
NUMBER OF
COMPARTMENTS
LIQUID DEPTH ~ .LIQUID CAPACITY
GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER /~ OR WIDTH/~'~ . LENGTH /~, DEPTH ~
LINING MATERIAL ~//]/~S CRIB SIZE: DIAMETER/// DEPTH~, / DISTANCE FROM:
FOUNDATiO ~2~]./N¢~'~) ~, TOTAL EFFECTIVE
BUILDING
ADDITIONAL ABSORPTION
/
WELL //~ ]
· ABSORPTION AREA (WALL AREA) SQ. FT.
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION ~! ~ DEPTH
NEAREST NEAREST SEPTIC
LOT LINE SEWER LINE TANK
OTHER SOURCES
DISAPPROVED REMARKS
DISTANCE FROM:
SEEPAGE
SYSTEM
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED BY: ~/t2~.,~
PIPE MATERIAL:
DATE
GREATEr ANCHORAGE ARE~ Borough
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.
NAME Of APPLICANT ~J~L / ~(;/:) 'I~L b~:S MAILING ADDRESS
INSTALLATION LOCATION ;~'~'~'// i_~'~ /i~i~ /}V/~, ~ I~')~/-h~')~}t,[
PHONE
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS J'~(J `'~` / ]'~"" t)'
DRAIN FIELD . , OTHER
TO BE INSTALLED BY /~ g(~'/i //~'(/~
NOTE~ THIS PERMIT IS NOT YALID WITHOUT SOIL TEST
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.
SEPTIC TANK
TO NEAREST LOT LINE.
SEPTIC TANK SIZE /(;~L~ (~I" TYPE / / , ~ , SEEPAGE AREA SIZE
..~¢-. /,5-/
WELL TO SEPTIC TANK SEEPAGE P~T
DRAIN FIELD
CAST lEON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SO~L.
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.
DIAGRAM OF SYSTEM
I CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28~68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
Performed
Legal ~escrintion: Lot Block
This Form Renorts Soils Loq Yes
"O#e ~e~ is worth a thousand op~nlons"
For Beluga Builders Date Performed 10/15/74
Muldoon
Subdivision 7541E. 4th Ave.,
Percolation Test
Deoth
Feet Soil Characteristics
Fill
Overburden
13o SF/Ba (SW)
Well Graded Sand and Gravel
with some Silt and Cobbles
4--
5--
6--
8--
lO--
Was
I¢ Yes, At what
Bottom of Test Hole
Ground Water £nc0untered?
Depth?
I Readinq Date Gross Time Net Time Depth to H20 Net Dron
I
Percolation Rate Hinute
Proposed Installation: Seenaoe Pit Yes Drain Field
Deoth of Inlet Depth To Bottom Of Pit Or Trench
C~MENTS: ~o ground water or bedrock encountered. 2 bedrooms,.
Test Performed By A. C.~ James D. Mack Data Certified B~: Construction Test L~
Date:lO/lo/74
On-Site Sewer Study
by Robert Neale
10/21/74
Twenty-year-old System Replaced
Owners: Installed by Beluga Builders
Location: 7541 East Fourth, off Muldoon
Lot & Block: T13NR3W Sec. 13 Lot 86
Soil Sample: 130 ave.
Conditions:
10'
12'-
14'
l' to 3' top soil & silty gravel
3' to 6' silty gravel
over 6' all good gravel, large rocks
1,O00 gallon concrete tank and
3 rings used for the new system.
New System Approved 10/18/74.
Old steel septic tank (uncoated) had collapsed: it was installed in 1954 (20 yrs. use).
Original fill was good as pit run gravel and was reused as backfill.
cm