HomeMy WebLinkAboutT15N R1W SEC 19 LT 20
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
Address
LEGAL DESCRIPTION
TANKS
No. of Bedr~4ms
DISTANCES
WELL
LOT LINE
FOUNDATION
SEPTIC
TANK
IO2L'
ABSORPTION
FIELD
} O0
AS-BUILT DIAGRAM (Show IocatLon oJ well, septic system, properly lines, foundation,
driveway, water bodies, etc.) N.~, ~.
SEPTIC [] HOLDING
CapaciJy in gallons
1,~50
Compartments
TYPE OF SYSTEM
[] TRENCH '~ BED [] W. DRAIN [] OTHER
Depth to pipe bottom from Total depth from original grade
original grade --'.~ * 5 FT ~
Gravel depth beneath pipe
Fill added above original grade
Gravel length
~q FI
~)~ SQFT
Number oI lines Soil rating
J~.-~ SOFT
ravel width
Pipe malerial
/~Sr~ 3o3q P'-
Date Installed
WELLS
[] PRIVATE ~ . , [] OTHER ¢ldentifv)
C~assificsnon (A,B,C) Total Depth FT Cased to
Date Installed: FT
REMARKS:
Scale: N.'F, $.
Inspections Performed by:
P, O. Box 773294
Eagre River, AK 99577
6,94,-5195
I ~"~,,'~ ' ' ' ~ certily that this iflspeclion was pedormed according Io ail
72-013 (3/85)
c~-~73b
CHUt3].AK, Al::: 99f.56'?'
Day Pi"lone
&Ii/8 '.- 2 ~;5 ] 7
i...,::)t. S:i;.:0! ,U,~b.q',::z() (¢-~('I. ft,, of act. es)
Max i;!r:~(;!;'c!!::)i'll~s: i]"l:is Pix)pi!iii:.: z! I'crk. a] E;al::iac:i.'k¥;; 4
:i: I',.IS FAf I.. PIER li]~li'.i :[ NIEERS AT't'ACI.II:il;k~ )])Eii1111GN ,, i*,!l:]t"l- ! F:'Y k)l..tl"lS t::)R :i; OR ]'0 ALI ....
]Z,ISi::'!.:Z]i I(Z,iS,, A I..IiF'I 5FiA'r'iOIq I',!E]EDS 'lEi BIE ]]xlSF'ECTED BY A
L ~. C!ENSED E]..IEU i'l:i ;i. i' 1i: ON. 1'I"1 ;i1S I::;ll~;i]:~lfi :i1 '1 I S ]: SSt_lIED F'OR ]"HIE E X :11 ST ]; NG
4 B!5:DROOM SIIqt31..i~[ i::: AM ]: I. .Y DWtELI_.IN!3 ONLY AND EZi::';[RiES ON 12/:5:1,/9(),,
I; (:Z:F:':.I' ];I:::'Y
:t:: ] alii
i .;~;~t]l~. it. [i. al" 1]~ .~. C '~Lhe! . =qt.t;~ I (~: ~..i,l ..... for' t./r : :. i.. ,,~ ss(:;2~ei-~iii and
'[ k,i :i. 't. ]. · ........... i',ct a 1 I MOA ar'id ~L'.'.4L" iq., -" ·
d .,, :- '.t ~:- -,,-*'~.=,*" ( porn any (;:~x ¢ ~;'{:. :i r'll:] w¢~3, i, t,.,naS!'l, et*~at e:.l' d J. Sl:]6]s8 ].. systLem cir. t.~,,.'. I :i.c
4 :, 1] --' .~ ' .......... :i. s .
!/,}1 ;]\ L~ )..'-, i]. ,,l. LAIxlIE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
LEGAL DESCRIPTION:
I
2
3
4
5
6
7
8
9
10
11
12
13-
14-
15-
16-
17-
18-
19-
20-
DATE PERFORMED: ,~/o~ iff 0
SLOPE
SITE PLAN
WAS GROUND WATER 7~E- S
L
ENCOUNTERED? O
P
E
IF YES, AT WHAT ,
DEPTH? ~t'~
Gross Net Depth to Net
Reading Oate Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch)
TEST RUN BETWEEN ~ I. FT AND ~> I FT
COMMENTS
PERFORMED 5Y: ..~-ff~z'~ CERT'FIED BY: ~~;~"~-- DATE:
72-008 (6/79)
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Lot 20, T15N, R1W, Section 19
1. The we]] and septic plan are for a single family resffdence only.
2. The drawing and or site p]an shall be a part of this
specification.
3. All materials and workmanship shall meet the Anchorage
Department of Health and State Department of Envfinonmenta]
Conservation requirements.
4. All softl tests are advisory to the design and are to be verified
or modified in the field by the engineer.
5. All excavations and depths are advisory and are to be
or modified in the field by the contractor to meet Municipality
o¢ Anchorage, Department of Environmental Conservation
requirements.
6. It is the responsibility of the owner to obtain all necessary
permits or easements and to locate any adjacent multi-family
?. The excavation is to be e×act]y in the area shown on the
plan, any deviation requffres engineer approval.
8. It is a]waye recommended that a surveyor locate the nearest
line position and the location of any easements.
1. The bed is to follow the natural ]and contour to maintain
uniform total depth of the bed bottom.
The bottom of the bed shall be level, plus or minus 1,5".
3. The total depth of the bed excavation is not to exceed 6' at
any point.
4. The sewer line is to replace the exffst~ng sewer line that leads
to the exffsting rift. Existing pit is to be abandoned by cede.
5. The bed gravel is to be covered with typar fabric materffa].
6. Soil or combination of soil and extruded board ffneu]ation to a
depth of 4' or equivalent is to be placed over the ]eachfie]d.
?~ The area over the bed frs to be finish graded to prevent ponding
of surface water runoff.
8. The septic tank and ]eachfie]d must not be closer than 100' to
any existing private we]], lB0' to any O]ass "C" we]], or 200
feet to any community we]].
RECOMMENDED LEACHFIELD DIMENSIONS
TOTAL, DEPTH = 6' GRAVEL DEPTH = 6" BED LENGTH = 34' BED WIDTH = 24'
Soi] Rating = 135
8edroom Capacity = 4
Septic Tank Size = 1,250 ga]Ion
**~NOTE:
**~NOTE:
***NOTE:
LIFT STATION REOUIRED. IF GRAVITY FEED CANNOT BE ACCOMPLISHED.
FILL IS REQUIRED TO ELIMINATE SEASONAL WATER PONDING WITHIN
100' OF THE INSTALLED SEPTIC SYSTEM.
WAIVER REQUIRED ON LEACH FIELD LOCATION TO LOT LINE ?.5' TANK
TO DRIVE