HomeMy WebLinkAboutNEVILLA PARK LT 32A(,,7
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWAGE AND WATER FACILITIES
(Fill out in T~iplicate)
1. Name of person ~,equesting approval~_~/~/.h-~ ~/~/~7~_~ .~.
2, Name of property owner :-~Z:'~ ~ C~A~. ~ ~'~_ .~ ....
3, Legal description ..... ~j~/2~ ~g ._.~, ~.~K.~ ~ ......
4. Number of bedpooms in house ~
5,
Nater AnalySis:
Well data:
a, Type
Size .
d, Distance from well to closest existing or proposed:
1. Sewer line
2. Septic tank
3, Se~page Area
Cesspool~ .
Property Line .
other sources of possible contamination, i.e.~ creeks, lakes,
houses, barn~ dralna~e ditch, etc. .
Sewage disposal system.
a.
b.
C,
Septic tan]< capacity in gallons_ /~o0 ,
Name of septic tank raanui:ac~:u~o~
1, If "home made" show diagram on reverse side of this f'o~m.
1, ~Distance to property line to house foundation
e. Pemcolation 'rest results ~/~ ,
f, Percolation Test pe..~for~ed bY._~-~; /~ ~/I.F~-~ j~.. ~ .... _ __,
Use the reverse side of this form to show diagram, Diagpam should include
%he following information: ~.~opel~ty. llnes~ .well' loca%ion~ house location ~
septic tank location~ disposal apes location, location of percolation test,
and direction of ground slope,
The information on this forum .~Z~s true and_coP~ec~o the best of my knowledge,
~ - . p-p~ ....... ~ '.~ ....
TO BE FILLED OUT BY HEALTH DEPARTMENT PERSONNEL
'£he above described sanitary facilities are hereby approVed~ subject to__~he.
........... ~{Jllowing con~l'ions: ~
Conditions:
The above described Sanitary facilities are disapproved for the following
reasons:
CPJ:cw
ADAMS C:ORTHI~I..L. ·
& AS~;OCIA"rE:~
CONSULTING I~NGINEER~
LEE · WINCE:
November 12, 1965
Work Order No. 6839
Mr. Charles LeGrant
P.O. Box 8232
Anchorage, Alaska
Project: Percolation Test - Lot 32, Nevilla Park - 8124-2nd Avenue, Anchorage.
Dear Mr. LaGrant:
A non-standard percolation test was performed on the subject lot.
The system is completely installed in an area where our experience has
shown that test holes are very expensive and the soils are such that the
seepage rate is very high.
The Health Department has, at times, accepted these non-standard
tests under similar circumstances. The test was performed by running water
into the seepage pit at an estimated 5-6 gallons per minute for 30 minutes
and measuring the depth of water in the seepage pit. At the end of 30 minutes
no water had collected.
In our opinion, the percolation rate for the installed system meets all
governing criteria.
Very truly yours,
ADAMS,GORTHELL,LEE,WINCE
& ASSOCIATES
F~VW: sc
Frank W. Wince, P.E,
RICHARD ~;. ADAMS, P. E, ALAN N, CORTHELL, P, E, HARRY R, LEE, P, E. FRANK W, WINCE,