HomeMy WebLinkAboutLOUDERMILK LT 3
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
Add .... TANK FIELD WELL
Phonels) ~ Permit No. No. of~rooms
NC I ~ / T t ~ U ~ t"4 ~ ~ [~ driveway, water bodies, etc.)
T~NKS / '
Ma~uiacturer CapacdY m gallons
~TRENCH ~ BED ~ W. DRAIN ~OTHER
Depth t0 p~pe bottom Irom
original grade ~ FT ~' FT
Gravel lengtp Gravel w~dth
, Total absorption area -
F~ ~ D~smnce between lines
WELLS
~PRIVATE ~ OTHER (Identifv)
Classlncaho~ (A,B,C) ~otal Dep[h Cased to
REMARKS:
F'epmit Numbep: 880:[26
Da*Le ]:ssued[: 07/t8/88
LJp g P ac] e
Enginee[' Designed
Ownep NamE: LINDY & VERA LOUDERMILK
Owrl~)P Aclclpess: F',, [::)~ :80X .1. ].()'770
ANI2:HORAGliE, Al'.:: 995 :L :[
f::'ar· ce ]. I d: 0t5- :t. 0:];-4 '.1.
L.o'L Legal: SubdivisJ. or'~: LOUDERMILK SUBD. l,,.~.~t~ 3
Sec'Lion: 15 Township~ ].~N IRangm: 3W
L.(::rL S:i. ze ]..~]SA (sq. ~*~'... Dp ac:pes)
Ma).~ Bedr'ooms~: ]"his F;'el"mJ.'L~ 4 Total Capacity~ 4
Block]~ -
Day Phc)ne:
::i!;46- ].67,1,
~:E.'t].L. 'T'ANK: Min.tmum total, sep'Lic t. ar~l.:: c:apacity: 1,,::~. gallons,, Eac:h sep'Lic:
tank musT. have at least 2 compal~tments. Depth 'Lo top oF septic: tank(s) < 4,0
~c.::~et PeqL,liP~S insula'L:i, or., c)ver' Cank(s).
") c'~ . q' & .
INI:::ORM L,I"],,H~c~, I::'RIOF( 'T'O .I.,'.~ F J~hlD INSF'IEC"F:[ONS BY EN~::):[N[':I'~:R, IF
AI:::'TEI:i: OI:::'F:'IC, E HOLIRS, CALl._ 343"-468~ AND LEAVE A MESSAGE~
INSTALL A MIIq:[MUM [:)F:' 125C) GALLDN SEPT:lC TANK AS PER ENGINEI~RS
A'I""I"ACHED API:::'t::tOVED DESIGN.
]"H]:S F:'IERM]:T EXPIRES 1:F:/:3~/88/
]'H :1: S PERM ]: T VAL ]: D I:::'OR A S I NGL.E F:AM I I....Y RES t DENC:E [:INLY ,,
I t:]ER"[']:F'Y 'T'HA'I':
t. I am t'ami:l, iap ~,~i.t.l"t the r'equir'emen'Ls l't]r', on....*si'Le seweps and wells as set
Foi~t.l*l by 'Lhe Iflurl:i.c:ipa!~.ty eF Anchor. age (MOA) and the State oF Alaska.
;;~,, ! ~,.~i1]. :i. nstaI], the syst. em in ac:copdance wi. ti: all MOA codes arid pegulat:i.c:)n~,
arid il"! compliance with the des:i, gn cr'i'Ler'ia ciF this pePmit,,
::.~;,, I ~il]. adher, e tm all MOA and Sta'Le (:)~' A].aska I~equir'ements for' the set back
dis'Lances f'pom any existing ~-,;e].l, wastewater' disposal ~ilystem c)P publ:i.c
!~i:~e~l~.)'..)l'~a{:~:, sy~i'~;em Cil"l '[.his tip aFty adjacent oP I]eaPby
4, :[ ui'~dei"s'Ea~d 'Lhat '[his pepm:i.t :i.s valid For' a maximum
also uridePstand ' "~a{~_.~,i~..l;~[:lacity o[ 'Lhe total system ;i.s 4 bedPooms .and
any eri].~H".qeaie~ w:~l peqc.[ir'-(t))..~r] addi't, ional per'm:i.'L,
.- ..... .....................
(O~n~'.:p) L .,.1~'~ .~ , LR~ L.L,,J.,)[:,.RM .I.L.I...
·. SUBbEC~: LOT, 3 LOUDEm~ZLK SUBD, S2?T~C ~ANK I~sTAL & SE~2~ UPC~E ..... : .....
The cur~en~ septic sy~te~ fl LS[ 3 LSU~ !1~ S~bdj: is a ~sn rede
o rm c
cesspool. Since cesspools ~ava been phasaa ou~ :and become illegal · -
to use, the septic sys~em on this lot n~eds rio b~ upgraded ~o meet
~h~; ~rant standards:, The owna~s 0f~ ~h~ lo~ propose ~o instal a ne~
~ ;~ ~ This wo~i~ turn the existing ceSspOol into a septic System
~hat has a tank: and a~ Leach pit, The soi% ·that the leach pit. is .~n
;~ a sl.skndy g~avel ~ith a soil absbrptioh rkte of 85 sq.ft,per brm.
.... ~ ~ ~'{0dr 6~d~00m ~g~se ~gui~ ~e~ ~40 s~f~ ~ ~{~w~ii ~'"'~g~
' ~ .... th~ ~ ........... ~.ih g' ~, ekc~ of the four sides
~ p~ ................... ·
~ouid have to be 14.2 fee~ ~n ~ength. ~!l! '~ - Vc=~f:~d ~
Please refer to the S~wer System ~ocatibn Plan for iocatibn Of the
' ~ ~stem' ~o~d ~U ha~ ~ny qu~t~n~ ~i~as~ ~i~ ~ a[ ' '
........... ..
ill .... l
l
. ....
:
WHITEWATER ENGINEEI~ING CONSTRUCTOR
-, ,~ SOILS LOG
[] PERCOLATION
TEST
PERFORMED FOR: L,,,L-"J~,.A L--"){_-%-'~VVI I L~l;"
LEGAL DESCRIPTION:
SLOPE
SiTE PLAN
5
6
7
10
11
12
13
14
15-
16-
17-
18-
19
2O
COMMENTS '~ ~.~
PERFORMED BY: l'c%
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN
FT AND
SEWER SYSTEM LOCATION PLAN
4~,.,,&~,.~.1...,~3~.~ NORTH '~~l OIMENSIONS JNOJCATEO HAVE BEEN
THO,~ A, FISCHER ~ ~ ~ DETERMINED BY USE OF CLOTH TAPE AND
~-~ DATE' I SHEET
WHITEWATER ENGINEERING CONSTI1UCTOR
11600 CANGE ROAD ' ANCHORAGE, ALASKA ' 99516 ° PH. 345-7008