HomeMy WebLinkAboutAULWES Lot 166A
MUNICIPALITY OF ANCHORAGE
Department' f Health and Environmenta~ ~rotection
825 ~ Street, Anchorage, AK. ~9501
264-4720. . .
* * * HANDWRITTEN PERMIT
Permit ~ '~'~''~
" WELL AND/OR ON-SITE SEWER PERMIT
Location: Phone Number:
Legal Description: ~ T ~ /~- '7':-L5-'/',/./~, ,-~ff,/--] ~L°t~S~lze:
Type of Soil Absorption System Is:
Trench: ~ Drainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of~the Soil Absorption System Is:
DEPTH ~"~'~ LENGTH /~L/~/ GRAVEL DEPTH ~' WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit i~ the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall Pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE = /~[9~9~ GALLONS * *
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes.
(3) I understand that the on-site sewer system may r~quire enlargement if
t/~. residence i/s~ remodeled to include more th~y ~ bedrooms.
~ '~p 1 ic an t ~/~/.~ ~-/~
Date: {~//~c~./d>
'/ /
SWP/024 (1/81)
Main Office
124 East Sevenlh Avenue
Anchorage, Alaska 99§01
(907} 274-9517
Ted Forsi d '
.................... a_n, Associates, Inc.
£ngineering · Planning · Surveying
Kenai Penlnsula Of Cite
Woodruff Building
P.O. Box 2470
Soldotna. Alaska 99669
{907) 262-5.531
Chu~iak, /lla]m 9ng~.;7
Dear Bi ] I ·
to a denrh of ~9, llSir~
Tho ~1 l.s were visual Iv anB.]v2~d and aampJa~ were taken '
~lnd~rlvi[~ ~bi. ls encrq~nterr-~l ir) th~ rest t~)le w~re a silty ~ravel
m~rcolation te~t wa~ rut, on tl~e h~)le at a depth r~f' 12', (sr~ thr,
~h~nici. Dality oF Anchor~o f,~/. .A minimllm of 3fv~ ~qliaro Feet
If You haw~ ar~y qllo. atjona £*¢e] fr{?o to contact thi~ office.
JAI7: dwh
I IvIUNIClPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROI'ECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
I i $OIL~
PERCOLAIlON
TEST
PERFORMED FOR:
Willz~n Aulwes
DATE PERFORMED: September 8, 1983
LEGAL DESCRIPTION: Lot 166A
9
10
11
12
Organic materials
Silty Gravels C~]
Perk Test~ , ~
/
/v,/I1
i
BO[]
SLOPE
Le ~el
WAS GROUND WATER NO
ENCOUNTERED?
IF YES, AT WHAT
TH #1 (Perk #2)
SITE PLAN
13
14
20
COMMENTS
DEPTH?
6" Diameter Perk. Hole
Reading Date Gross Net Depth to Net
Time Time Wate~ D~ op
3:00 12 ~,,1/2"
1 9-8-83 3:12
1/2
2 9-8-83 15 1/4
3:12
3:27
3:37
Tt
4 3/4"
4 5/4"
4 ]/2"
3 9-8-83 10 1/4
4 9-8-83 5:37 4 1/2" 1/4
3:57 20 4 1/4"
3:57 4 1/4" 3/4
5 9-8-83 4'28 31 3 1/2"
PERCOLATION RATEi~. 45
Perk #2 in test hole ,
. FTAN ,5
PERFORMED BY:
Tony tgi lson
CERTIFIED BY:
,John Lovett
DA~E: 9-8-83
72-00fl (' ]c~1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Pouch 6-GS0, Anchorage, Alaska 9950:2 276-2221
SOILS LOG - PERCOLATION TEST
kk
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
Bill Aulwcs
DATE PERFORMED:
9/8/83
TI Il! 1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
Organic Hateri:tls
Silty (h'avels CH
SLOPE
r
SITE PLAN
See Plat
: I
l~lt
S~mlp lc
Obt ai ned
WAS GROUND WATER
ENCOUNTERED? NO
IF YES, ATWHAT
DEPTH?
6" Di~mleter Perco tat ion
L,
O
p~
Ei
level
to ] e
Reading Date Gross Net Depth to Net
Time Time Water Drop
1:3o 4~
1 9/8/83 1.:42 12 Illin. 4,,
1: 42 4'7 --
2 9/8/85 t'50 8 min. 5 3/4"
5 9/8/83 1'50 5 3/4" ,,,
2:03 15 min. 3'" a
2:03 32
4 9/8/83 ?· 2.5 22 min. .,,, 4~"
2.25 3.I"
5 9/8/83 3:00 55 lnin.
45
PERCOLATION RATE fminutes/inch)
TEST RUN BETWEEN I I I' FT AND t2~ FT
CERTIFIED BY: DATE: 9/8/85
72009
]NICIPALIIYOI~ ANCIIOI~AGE
DEPAF~Ih, IE~, OF IlEAL'III AND ENVIHONIV1EN'IAI. Iq:C~LC'II£)N
~2L-, L. Street, h.chmmm. Ala,ka 995t/1 264-4720
SOILS LOG -- PERCOLAI'ION lEST
Pt t IC()t. AII()N
lES F
PEHFORIMED FOR:
DArEPEnr-OnM~D:SCp~cmber 8, I983
LEGAl
5 -;
7
8
9
10
11
12
13
14
15
16
17
18
~9
2O
57 7?
fFEE f)
l,ot 166A
SLOPE
Pc F k To $ t.
SITE PLAN
No. 3512-c
WAS G~Ot~NI) WA1 ER N(_) '.%
ENCOUNTERED?
IF YES, AI'WtIAT
DEPTtl2 ..............
6" Diameter Perk. tlole . .
I'iUlP
'-Sii". ..............
1.5
3:27
3:2/
.I 0
3'57
3:57
20
5'57
5: ~- '7
3[
4:28
9-8-85
9-8-85
9-8-83
9-8-85
9-8-85
PERCOLATION RATE
'I-ESI RUN BE /'WEEN
7 , FT Ar,J{) 7. % ~ T
COM~.~E~S t'erk t!2 in test hole .
PERFORMFr) BY TOll}' b,' i lSoI1 CERFlf tED BY'
0- 8-85
,JO]Ill J,OVOtt I')A'I E' - '
GAAB*HD.I
ORF-~?ER ANCHORAGE AREA BORO~U~I
~ HEALTH DEPARTMENT ,
327 EAGLE ST. ANCHORAGE, AlaSKA 99501 279-2511
· ' INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
SEPTIC TANK:
MAILING
ADDRESS mX S--~ ~ ~ PHONE.
LEGAL DESCRIPTION. ~~
DISTANCE FROM WELl
LIQUID CAPACITY
~.~.,~/.~. / ~" NUMBER OF /
MATERIAL COMPARTMENTS.
GALLONS. INSIDE LENGTH INSIDE WIDTH. DEPIH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER
tIN,NO MATERIAL
NEAREST LOT LINE
OR WIDTH ,'~'~ / '~'
lENGTH L"~ , DEPTH
· DISTANCE FROM WELl /~ ~ BUILDING FOUNDATION
, IOTAL EFFECTIVE ABSORPTION AREA ~ALL AREA) ~ ~ SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE.
· FOUNDATION
DISTANCE BETWEEN LINES
SQ. FT. LENGTH OF EACH LINE.
, NEAREST LOT LINE
TRENCH WIDTH
DEPIH OF FILTER MATERIAL BENEATH TILE
TOTAL LENGTH
, OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILF
WELL.. TYPE '~""'//~' ~ DEPTH ~:~ ~' DISTANCE FROM .,,,/~ / WATER
. . BUILDING FOUNDATION. SAMPLE ~ , NEAREST
LOT UNE ~ ~/ NEAREST ~// SEPIIC / SEEPAGE / OTHER
. SEWER LINE , TAN~ ~ , SYSTEM /~ , CESSPOOL ~ , SOURCES
DISTANCES:
~>~ : 7g/
~ -~ c :. ,/~7o '
-> Z):
HAGRAM OF SYSTEM
u~Lx ..... ,,~i: ..... ... ~...~,_.,~.. ':'
~ .... : ..... :N '~: ~. ': '
-:: :::::::::::::::::::::::::::::::: :.:1::
-.. : ::: ..:.;:.::. ~ .:..::j.:-:-~...:.,~i-: :..
.. ..::' ':',.: :..~'-::'::,.:;-;=~ :XX: -;-
.......... N , ~ ~':~ x~
'G EATEI NCHORAGE AREA ROUGH C,.No.
IIEALTH DF~ARTMENT
327 Ea~le St. Anchorage, Alaska 99501 279-2511
¢7
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
NAME OF APPLICANT
RESIDENCE ADDRESS
APPLICATION TO INSTALL: SE~IC TANK ~., SEEPAGE PIT ~' , DRAIN FIELD , OTHER
PERCO~TION TEST RESULTS ~,~ ANTICIPATED DATE OF COMPLETION ~/~ ~- ~
BELOWTO BE FILLED OUT BY HEALTH DEPARTMENT
THIS IS TO SERVE AS
AS DESCRIBED BELOW. SIZE OF UNIT TO..~.E SERVED
.SEFTIC TANK SIZE,//~:~00 TYPE ~-~'~ SEEPAGE A"EA
TYPE
DIAGRAM OF SYSTEM
DISTANCES: ~/,,,,V'
/ / H~alt~ Authority
I certify that I 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.
PHONE 2?2-3428
April 25, 1969
Mr. Leon Revel
Birchwood Loop Road
Blrchwood, Alaska
Subject: Percolation Tests (2) on Lot 166, Sec. 8, TS 15N R 1 W
Seward Meridian
Dear Mr. Revel:
Two percolation tests were performed on tl~e subject lot on April 24, 1969.
The test data are shown on sheets 1 of 2 and 2 of 2 attached.
The percolation rate was determined to be one (1) Inch per 60 minutes
on Test A and one (1) inch per 80 minutes on Test B.
Very truly yours,
ALASKA TESTLAB
t~tephen Sklute,
SS:pc
Attachments
Cltent/ .
FHA No. Tech.
Location, ~t ~ ,Block ,Subdivision
......... PERGOIA~ON TEST DATa
.' A LA S KA T E S T'LA B ' 'Sheet / of ~
~'"~ ' ' 1940 Post Road ~ ' · we No. q~'~3 ~
... ' ' Anchorage, Alaska Date ~ ~'- -~,'~', / ~.~
Depth : ........ 8oll Glass
Fee t Visual - Unified
Im___cation Sketc~.h
Readtn, Date Gross Time Net Time Depth to H20 Net Drop
Anchorage, Alaska ........ ,. Date
T.H. No. ~
Tech. ~ ~-
{'~A LA S KA T E S T LA B~
· 1940 Post Road .
'Sheet
wO No.
Location, Lot ~ ,Block --,Subdivision
· _,/~'_- ,.~ 7--~ /-$-,'v' ,-~ /az md~,~,~' ,t-to',
.......... PERCOIATION TEST DtTA
Depth .......... Soil Class
Fee t Visual - Unified
.... Location Sketch
Reading Date Gross Time Net Time Depth to H20 Net Drop
0 ~,,z~,~,/~
11
'ercolation Pate l"/
h~,lL£ 19 · PHONE
CH ~,:.IA K: ALASKA
l
l~s~-*h 10. 1975
Depsrtment of Public Ssf~y '.
F. nvlFonmental S~rvtces Mflnage~
L~nd Use Per. nit - Lot 155, Section 9, T15N, RI~ - Sewsge System
and Water Supply
~eview of reeord~ in this offlc~ ~efleet the water and sewer systems on tMs
lot wo~ inspected ~nd sppr~ved on May ~3, 1969 and meet the requirements
of the Mtmfe~p~lity.
~.Joseph S, Blail*
I~nvis. onmentol SeF~l~es Mene~eF
JSB/lw