HomeMy WebLinkAboutT15N R1W SEC 18 LT 157
MUNICIPALITY OF ANCHORAGE~
DEPARTMENT OF HEALTH AND HUMAN~ERVICES-
.... Environmental Health Division /
825 L Street, Anchorage, Alaska 99502, Telept~one 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WEL~L INSPECTION REPORT
Na~.e DISTANCES
~ ~/o ~ ~,¢ ~ o ~ ~ ~ ~ SEPTIC ABSORPTION
Address TANK FIELD WELL
Phone(s)~. ~ ~ ~ ~ ~ ~ / [--~ No. Bedrooms WELL
LEQAL DESCRIPTION LOT LINE ~ / +
/5- 7 ~/~ FOUNDATION ~-/~
~/~ ~ ~ /~ ~ ' /~ drJveway, waker bodies, et~.)
TANKS
~ SEPTIC ~ HOLDING
3tee I ~
TYPE OF SYSTEM g ;~ ;
/
~ TRENCH ~ BED ~ W. DRAIN ~ OTHER -~ ~ ~ /
Depth to p~pe bottom from Total ~ept~ f ..... igi~l grade '~
original grade ~, 5-- FT // FT
w.,,s
~ PRIVATE ~x;s~ ~ OTHER {Identlfv~
/
FT~
REMARKS: ~ ~8 -~ ~
Date: Eagle River, AK 99577
Municipal and SlUe guidelines in elfecl on Ihls date: . ~/3/ /~ F .~
72-013 (3/85)
Depar'tmen't. of Health & Human Ser, v:Lc:es
¢2'.5 L Str'eet, Ar~chopage~, Alaska 99501
0 N ..... S I T E S IE W E IR F::' lli[', R M I T
Da't:.e Issued:~ 08/()5/88
Ownep Name~" DAPI.,flxlE I I(]lll-~OL
Owner' Addpess~: r,::'o BO× 67()2,44
I,.I,-II.,l(:~ 1 Al..., AK 99,567
Day Ph%r'Ie II
60U ...... ,.... ~
Par'ce.T I d :1 051.-231"-'37
Lot, Lega].~ Subd~.v:isit~n~ - L. ot= 157 Block= ....
Sect:Lon~ 18 'T'ownship~ :LSN Rar~ge~ :LW
L. cd:. S:Lze 2.5 A (sq,, ft. of att'es)
Bedpooms~ ]'his Pepmit.~ 3 "Fo'Lal Capacit. y~ 3
SI!ii:P'T' I C 'T'ANK: PI :i, n J, mum t o'L a 1 sept :i. c t an I,::
feet r',equ:i,r'es J.f'l~Ltlat;,:LOIq ¢:)ver' 'l'.ar'lk (.%) ,,
capac i'f.,y ~ 1, O()C~ ga 1. 1 OhS. Each !ii~ep't. :i. c
Depth to top of !illel;:)'t',,ic tar'tk(B) < 4,,"
IN~Yl'AL,.L. PER ENi3INEI'!!:F:;~!i!~ :(.)IESIGI*4 A WIDIEDF:~A]:N TYF'E ABSORP'T'ION SYEFT'EM,,
L..liENI:'H'H: 4B'; W]:DTH: 5'; 6)RAVEL., DEF:'TH." 2.5' il MAXIMUM DEP]"H." i :1, ',.
TH :1: S PERM I "1" I S I S~iiiUE':D f'::OR A S INGI.,,,E FAM I L,Y RE!!!~ I DENCI!!i: OI',IL..Y AND
E X F' :[ I::~tii!:S :1. 21151188. NJ)'1" I FY DHHS F::'R I [IR 'T'O AL.,L :1: NSPECT I [)N!~ ,,
C E R'T I F:' Y 'T'H A 'f':
1. I am fam:Ll:i, ar, w:i,'t:.h 't, he r'equir'erneot!!i~ fop on,-..s:i, te seweps and
f'(::ir"t.h by the I1k.u"l:LcJ, pality of Ancl-tc)r'age (IdOA) and {he State
2. I w:LlJ. :knstal], the system :i.n ac:cor'dance w:i, tl'"~ all MO~ codes
and :Ln (::ompl lance with the des~.gn cp i'[.ep :i.a of th&s per, n~:L~,,
3,, I w:i. ll adher'e to all IdOA aFH:I 8ta{e of Alaska nequir'emen'f.,s for the set back
d:istances tr'~::)fll any exist. J. ng wel],~, ~ast. ewatep disposal system of
ss~er'age %ysF(,efll i::ln 'U']i~4 Elf' any adjacent op i"leal"by lot,
4., :[ under'stand {hat 't'..hi~i~ pepmit :i,s valid ion a ma~,~:Lmum of 3 bedr'ooms,, I
also Ltndepstand t, hat the capac:i.t.y of {hB '[,oral sys{em is 3 bedr'cK:)ffls and
any erl].angemer'r[, w;i.l], r'equ:Lr'e afl addit, ional pea'mit.
(Ownep) DAI;:'HNI:~:
of' A:l. aska
and
I
~ I
I
L ~ ~ ~- ~IGHT OF ~AY
/
EXISTING LEACH FIELg
NE~ LEACH FIEL~
RUAD ESHT, CLEANDUT -,
~ELL AND SEPTIC SITE PLAN
LEGAL, LOT 157, T15N, RlW, SEC,18 -~' '-, x'
OWNER, MRS, DAPHNE MUNR~E ,,~ ." ~'
CONTRACTOR: CHUCK BARR c,~,~,,~, .....................
EAGLE RIVER ENGINEERING SERVICES ~'".::,o ,.~,,,~..~,o~ ~',.~,~
EAGLE RIVER, AK, 99577 ~b ............
694-5195 r~ ~o~ss?:;?
8PECIFIOATIONS FOR ON-SITE SEPTIO SYSTEM
LEGAL: L, OT 157, TISN, R1W, Sec.18
GENERAL
1. The well and septic plan are for a single family residence only.
2,. The drawing and or site plan shall be a part of this specification.
All materials and workmansl~ip shall meet the Anchorage Department of
Health and State Department Of Environmental Conservation require-
ments.
4,, Ail soil tests are advisory to the design and are to be verified or
modified in the field by 'the engineer.
S. Ali excavations and depths are advisory and are to be verlfied or
modified in the field by the contractor to meet Municipality of
Anchorage, Department of Environmental Oonservation requirements.
6. It is ~he responsibility of the owner to obtain all necessary permits
or easements and to locate any adjacent multi-family wells.
7, The excavation is to be exactly in the area shown on the site plan,
any deviation requires engineer approval.
It is always recommended that a surveyor locate the nearest lot line
position and the location of any easements.
DRAINFIELD
1. The drainfield is to follow the natural land contour to maintain
uniform total depth of the trench bottom.
2. The bottom of the drainfield shall be level, plus or minus 1.5".
5. The total depth of the drainfield excavation is not to exceed 11' at
any point.
4. The sewer line is to replace the existing sewer line that leads to the
existing pit.
5.. Yhe drainfield gravel is to be covered with typar or fabric material.
6. Soil or combination of soil and extruded board insulation to a depth
of 4' or equivalent is to be placed over the drainfield.
7. ]'he area over the drainfield is to be finish graded to prevent ponding
of surface water runoff.
The septic tank and leachfield must not be closer tllan 100~ to any
existing private well, 150' to any Class "C" well, or 200 feet to any
community well.
REOOMMENDED LEACHFIELD DIMENSIONS
TOTAL DEPTH : 11' GRAVEL DEPTH = 2.5'
DRAINFIELD LENGTH = 48' DRAINFIELD WIDTH
Soil Rating = 125
Bedroom Capacity = 5
Septic Tank Size = 1000
gal .
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
SLOPE
PLAN
10-
11
13
14
15
16
17
18
19-
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ,~'~-/'~ ~' -'~' (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
PERFORMED BY:
72-008 (6/79)
Eagle ~ivor Engineering 9ervices
Eagle River, AK 99577
6~-5195
CERTIFIED BY:
IIIIIJ I I l
............... Id4...I..l-I--.k--. I ............
Ill I I t I
II
GRAIN SIZE DIS-FRiE~UTiON TEST DATA
Project Data
Da'be:
I:~rojec]'t Nc,. : lllSA
Prc, ject: Lot R57 ChugiaK
Sample Desc~'ip~:kor~: Browr~ gravely sated w/trace
USCS Class: SP
APlSHTO Class:
Liquid limit:
Plastic ir~dex:
Remat-ks lithe I:
Remarks lir~e 2:
RemapKs ]. ir~e
Remarks lir~e 4:
Fig. No. : I
Mechar~ical
Dry sample arid tare=
Dry
'Tare for cumuiat:[ve we~i[iht
Si~)ve Cumul. Wt.
re'J; a :L r~ed
i r~c:'h [.~ s 1'76. 5
6~5 ir~ches 2G0.0
4 454.3
:L 0 573. 4
40 7~],. 9
100 851.0
200 8~:,2. 7
Analysis Data
Ird. t iai
881.
1 '7 6. 5
ret airm~cl= 176.
f i r~er
100. 0
43. ~
14. 1
2.7 ~
FINES = 2.'7
D60= 4.61E~ [)30= 0. ~]874 1)10:= 0.
Cc ;:': 0. b ~:)8 Cu = 115. 3109
s :L 1 't