HomeMy WebLinkAboutO'BRIEN BLK 5 LT 7A
~NSPECTION REPQRT.ONrSITE ~EWAG_E DISPOSAL SYSTEM
I .... ~. 'f -~ ' .......................... : ....... .
width~, l~ngth_ ,~', depthS, lining mate~ial~~, Dist.,ce from
well /.~jZ~ . ~ building foundatzon~ :~'~: ., nearest lot llne~. Total effective
~sorption area (wall area) ~z[~ sq. ft.
[~_~ .DR~I~ .[~_~L_~: Distance from well__~, fo~dation___~ nearest lot line
T~,tal len~h of lin~a ....... Nu~er of lines Distance between lines Trench
width~ in. Total effectiv~ absorption area ....... ~q. ft. Length of each line.
Depth: Top of tile to finish grade ........... Depth of filter ~terial beneath
tile in. Above 'tile
WELL: ype ~J///~, depthS, dzstance from building fo~dation /~) / ,
~- ~ nearest
lot line~{.~/, nearest sewe~ line , septi~ tank '// , seepaEe system /~; -
cessponl othe~
DIAGRAM_gF~S_Y._STEM
DATE:
APPROVED~ . ~/~/' ~'~/,/.?~
Health Authori~
SEWAGE DISPOSAL SYSTEM - APPLICATION
Name of Applican~],~oF~0f3~[[~ L~ [~ Mailing Add~ss~~~Ph.
Reszdence Add~es~7 ~. ,~(/ ~ ~, Location of Installat~on~
Application to Install: Septic ~ank ~',~ Seepage pi~ ~ ..Drain
field_~,
Othe~
. ..... ............ .
PePcolation Test Rosults /
~ ....... ' Antioipated Date of Complet:~on
BELOW TO BE FILLED OUT BY HEALTH DEPART~NT
This is to so,ye as ; . i: ~ .
.... ',:. :. .~ ~_~, permi~ to install a
~ './ , ~ as described below. Size of unit to be served--~~ .
. Septic tank slze~ Type Seepage ~ea ~ 'Type~
DISTANCES:
DIAGRAM OF SYSTEM
I cemtify that I am familiar 'with the mequimements of Greater Anchorage Area Borough
Ordinance No. 28-68 and that the above described system is in accordance with said code,
TELEPHONE: 272-4114
ALASKA GEOLOGICAL CONSULTANTS
ENGINEERING GEOLOGY ~ MINING ~ GEOPHYSICS ~ GROUNDWAteR ~ PEtROlEUM
2227 SPENARD ROAD
ANCHORAGE. ALASKA 99503
23 August 1968
Mr. Dale N. Spanogle
2507 East 74th Street
Anchorage, Alaska
RE: Percolation Test, Lots 7 and 8, Block 5, O'Brien Subdivision
Dear Mr. Spanogle:
This letter is to certify that a percolation test was conducted
on the above mentioned property. The test was made in a
four inch diameter auger boring in the bottom of a test pit at
the location shown on the attached sheet, along with the test
log and percolation data.
The test was made according to the Greater Anchorage Area
Borough Health Department specifications as prescribed in
Appendix B of the National Plumbing Code, 1962 Revision.
The percolation rate as tested was one inch in four minutes.
Respectfully submitted,
ALASKA GEOLOGICAL CONSULTANTS
JAH:js
Attach.
// lam~s A. Hamilton
cc: Greater Anchorage Area Borough Health Department
Federal Housing Authority
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