HomeMy WebLinkAboutT15N R1W SEC 9 LT 122A
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025 'L"' E;TREET, i]NCIIORI-ICiE, FIlE D950~
264....4';:~20 : FtI'~C:IIORFIGE C;5,4 2t][::t : IEFIGLE RIVER
F'EFd'.'I Z T NO.
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FIDDF:'.[;E;'Z;: F'O DOX C;~.7
LEGIqL DES',CI:~IF'TION SIjDDIVISION: NFl BLOCI(: NR LOT
L. OT S)~ZE :Z~ SQ. FT. TOkli',ISHIP: iSN RRNGE: i[4 SECTION:
HFI::<IMUM NUMBER OF
LISTED E:E:LOI.,,I FIRE THE OP`1'IOI'~S FIVFtlLFIBLE TO 'r'OU IN DESIGI',IING "fOUR SEPTIC
S'¢STEM, E:IIOOSE TIIE: OPTION THFIT DEST FITS YOUR E;ITE.
" ...... '-'- 1 REi'IL.I IE_
.... /5 FI". ~.EL41~IIF..E: TI.40 ....'' -' r'r
RD:.qUIRES tlq_,l_lLI ITIOI',~
MFI"r' [..Eg!IJIRE LIFT STI=I'TION
':: THO .... '" - ' ~ ...... '
L. IMI Ih, ,llL. h,r Fill, .....
('TI.qO C:OMF'I::IRTHEI"4T 'T'F:INk:::,
LE::htGTH = :'L. O5. 0 F"T. i',IOTE ' .... )75 FT. REQUIRES 'T~.,.IO I"REhlC.:H[ES
'TOTF'IL DEI-'TI'I = 5. 8 FT.
GRF'I',,.'EL DEF'Tll = ±. 0 FT.
GRFI',,,'EL.. 'v'OLI.JH[Z = 2:;'. ::L ELI.
'TFINK 51 ZE =,~..O O O _L. 75m~31:~L.L. ONS ':."1"[,JO COHPRRTHEIqT TRNI.'::::'
?; CEF;:TtF",' Till]`1":
::L. I FIH FI":IMZL. ZFIf::'. HITII TIlE I';;:ELT.!IJIREMEhl]'S FOR ON.SITE SEI4EF.:S FIND 14ELLS RtE; SET
F'OI';;:]"I't D'~' THE HUNICIPnL. IT'.P OF' f]i'4OItOF.".RGE f]l'4D THE .':;Tt:ITE OF' RLRSKFI.
2. I I.,.IIL. L IiqSTFII._L. THE S'¢STEH IN FICCORDI'II',ICE .q:I:TH THE CODES RND I.tFIVE REDEIVE:[.':,
R COPh.' .OF' TILE: ,C:O[>E :SUI'tHRR'r' FII'4D E:,IFIGRRH f]TTFICHM, EJ'4TS t...llilC:ll 15 PRRT OF TI-tiS
I='ERM I 'T.
3. ]; UND[ZR'Z;TFtI'.,ID 'TI..IR'T 'file Obi '=ITE SE!..JER E;','STEM MFI'?
ENLRR,'3EME,%'T
r;;!E:E;IDENCE :ES RIZMODEL. ED TO INCLUDE HORE TltFIN 7 DEDROOI"IS.
F'ERI'IZT RI::'I~:'LIC:FII',I'T,' I-IFIS; TIlE REDPONSIDIL. IT'~
THE 1NSTFtLLf]'TIOIq :[NSF'ECTZOhI5 OF' Fll',h' I..IELL'5 RDJFICEhlT TO TI-IlS PROI='ERT'T' FIND
THE NUHE:ER OF I';:IZ'::;I[:,E;NC:E:7, TI IFIT 'TIIE !.4EL. L I-JILL SERVE.
1F' Fi L. IF'T STFI`1"ION t:= Ii'4STFIL. LED, r.:tl'~ EL. ECTR]:CRL. PERMIT RhID II'4SF'ECTIOhl i'tUST '
DE: ODTRIhlED. FIS DUIL. TS CFiI'~I',IC. KF DE FIPF'ROVED 1.4ITtlOLIT RhJ ELECTRICFIL II'4SF'EE:TIOi'4
REPOR'T; 'TILE E;L. EC]"RIE:RL. I.,.IORK HUST [31E DONE D'? FI L.]:CEhlSED ELECTRIC:IRN.
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MUNICIPALITY OF ANCHORAGE
Department ~ Health and Environmenta? ~rotectio~
825 .. Street, Anchorage, AK. ~501
264-4720
k-~).f~lO~ * * * HANDWRITTEN PERMIT * * *
Permit ~
W~c~--~-ff-D-;/fr~tON-SITE SEWER PERMIT
Applicant: ,~_.~,f_ .~.. ~ Mailing Address:~0,~ ~/7 ~'~
Location: Phone Number:
Legal Description: 7~'~f ~W ~ 9 ~~ Lot Size:
Type of Soil Absorption System Is:
Trench: ~ Drainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: _~_ Soil Rating (sq. ft/br)
_
~.. ~-~p.
The Requ~r~¢of the Soil Absorption ~y.stem Is:
DEPTH . LENGTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is 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 m~nimum depth of gravel betw~e~ the outfall pipe and
the bottom of the excavation(in feet). ~OO0 ~c,.~.
· ~ REQUIRED SEPTIC(H~k-D+NG) TANK SIZE ~ ~ GALLONS
Permi~ applicant has the responsibility to infor~h-Ys'~ep&rtment 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 1 9 $ 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 require enlargement if
~:~,id~ is remodeled to include more ?t ~ b?r/o~s.
SWP/024 (1/81)
PERFORMED FOR:
LEGAL DESCRIPTION:
I
3
4
5
6
7
8
SOILS LOG
MUNICIPALIT~;r~)F ANCHORAGE
[] PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
TEST
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SLOPE SITE PLAN
11
13
t4
15
16
17,
18-
19-
20-
WAS GROUND WATER S
ENCOUNTERED? , /Y~ L
O
P
IF YES, AT WHAT I E
DEPTH? ~
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
.,~.. (~,~[1/1:£¢,4~.~.~ (minutes/inch)
FT AND , FT
72-008 (6/79)
APPLF \NT FII;LS OUT UPPER HA! ? ONLY
Address ~¢_.~
Type of Residence
~ingle Family
~ Multiple Family No. of Bedrooms
Water Supply A~ACH WELL LOG. A w~l Icg Is required for all wells drUled since June 1975.
~ Community For wells drilled prior lo that date, give well depth (attach Icg If available).
~ Public Utility
Sewer Disposal
~divIdual Year Indlv~ual Installed:
~ Public Utility When Connected to Public Utility:
~oldlng Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED.
Time Time Time Time
Date
Inspector Inspector Inspector Inspector
Field Notes: DEPT. OF HEALTH
( ~PROVED BEDROOMS ~ -~ 'CONDITIONS OF APPROVAL
( ) DISAP~OVED
( ) CONDITIONAL APPROVAl' 7--/' '
Soils Rating Dale ~wer Installed Well To Absorption Area We[[ Log Received
Well to Tank Septic T~k Size
72.O23
DATE
r
SIGNED DATE
LlCiEIZ)IFOIqMJ, 4S 472 SEND PARTS 1 AND 3 WITH CARBON INTACT -
PART 3 WILL BE RETURNED WITH REPLY.
Preformed by,
ADEQUACY TEST REPORT
James L. Thode.
JLT Engineering
1546 Eagle River Rd.
Eagle River. Alaska
99577
Preformed for,
Gallery of Homes,
603 W. Tudor Rd.
Anchorage, Alaska
Hearthside INC.
99503
Legal description,
BLM Lot 122A, Located in
Section 9, T 15 N, R 1 w, S.M.,
Alaska
Dates of test,
June 22, 23, and 24, 1983
System description,
The onsite disposal system consist of a two compartment
concrete septic tank and seepage pit. The system serves
a three bedroom home which is currently occupied by six
people.
Test proccedure~
The system was in normal use before and during the test.
In addition to the normal load on the system a surge load
of 450 gallons was applied at a rate of 8 GPM for each of
the first two days of the test. The seepage pit level
was monitored during and after the test with the level
rising to the same level each da~ tile surge load was
applied without filling the capacity of the seepage pit
or surcharging the septic tank. The water level in the
seepage pit began receding immediately after the flow of
injected water was stopped and returned to the normal
level by the next day. It is estimated that the total
load on the system durir~g the first two days of the test
was approximately 750 GPD which the system accepted
adequately with no indication of failure.
Conclusion,
Based on the test preformed this
hydraulically adequate to handle
requirments at this site.
system is currently
the wastewater disposal