HomeMy WebLinkAboutT12N R3W SEC 27 LT 15
Municipality of Anchorage Page t of ~-~
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Name: ~OL~ ~[C~ ~ Wastewater System: ~ New ~ Upgrade
Address:
~,~ 11 g~N~B ~O~ ABSORPTION FIELD
Phone: ~ NO. of B~rooms: ~ Deep Trench ~ ShalJow Trench ~Bed ~ Mound ~ Other
Total Depth from original grade:
LEGAL DESCRIPTION
Lot: Block: Subdivision: Depth to pipe bottom from o~iginal grade: Gravel depth beneath pipe
WELL: ~ New ~ Upgrade Gravel~: Numberoflines: ~Distancebetwee~lines:
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Installer: Date installed:
SEPARATION DISTANCES ~Septic ~ Holding 0 S.T.E.P.
To Septic Absorption Lift Holding =ublic/Privat~ ~anufacturer: Capacityin gaNons:
From Tank Field Station Tank Sewer Lines
Well jj~_ [j~ ~ ~/~ ~ Material:~T~_~ NumberofCo~dments:
Sudace
Water ~/~ ~ N~ N/~ ~Z4 LIFT STATION
Cu~ain
Drain ~/~ ~/~ ~ ~/~ ~ P umpMako&Modol ~filoctricallns~ctionspo~ormedby:
Remarks: BENCH MARK
~GmEE~$ ~EAL
Inspections performed by: ~ ~ Dates: 1st :: ~" : ....... ...........
Department of He~h and Human Serwces approval ~~ ~' ,~ ~', ,. ~, ,~:' .~. :.o~ ~ . ,.~' ~. _,
Reviewed and approved by: ~ ~ ~-~ Date:
72-013 (1/91) MOA 25
188
E03 W 15TH. AVENUE
ANCH. AK, 99501
//
8 30
60 9~ i£0 1.50
SCALD 1' = 60 FT.
180 £18
~PTIC SYSTEM ~SBUILT
lATE, Jt,~Y ~ 19~
t
i
6,UU
CAPP ALL ENDS
5O
Monltor
O0I0 ~'1
1250 GAL. ANCHORAGE TAN!
Foundot~on Cleon out
~- ........ C/eonou~
--/ ~ 3 Cover
._.~.~.~ / //~ 1' Fill 96~
M/mo £i
6 in, o~ Sep~lc Rock
Monitor
1'
92'5-+ 1~$0 GAL, ANCHORAGE
Ground Wo ter 0~ 87+-
tOO+-
TANK
TDBBEN SPURKLANB P,E,
6751 W, DIMONB BLVD.
ANCH. AK. 99502-3904
LOT IS, SEC £7 Ti_~N R3W
RANgL1LPH £ICKEY
DATE, JUL Y 8~ 1998
SNEET, 3/4 6R~]~, 2936
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BQX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910163
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:DICKEY RANDOLPH L & KAREN R
OWNER ADDRESS:2811 SPENARD RD.
ANCHORAGE, AK 99503
DATE ISSUED: 6/20/91
EXPIRATION DATE: 6/20/92
PARCEL ID:01809206
LEGAL DESCRIPTION: T12N R3W SEC 27 LT 15
SEC 27, T12N, R3W, SM
LOT SIZE: 54450 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT[ 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
PROPOSED LIFT STATION MUST OBTAIN DHHS APPROVAL PRIOR TO
INSTALLATION. BED TO BE ORIENTED SO AS TO AVOID BASE OF
RECEIVED BY:
DATE:
DATE:
T' . S F:~tJR~":~L~~:~'''~D IF':-" - E -
LOT
15
SEPTIC SYSTEM DESIGN
SECTION 27 TI2N
PACIFIC GENERAL CONSTRUCTION
Orour'~d Water at 9.5 Ft.
Use PressLtrized Bed
Soil Rating. From test May I5~ 1991
40 rain/in = .3 gal/rain
Required Area per Bedroom:
150/.3 = 500 sq.ft..
Number o.F Bedrooms
Bed Area 1500 sq.ft.
SYSTEI~ CONFIGUR/~TION
BED
TOTAL LENGTH
TOTAL WIDTH
TOTAL DEPTH
ROCK DEPTH
COVER
50 FT. ~
.5 FT.
~ FT.
SEPTIC TANK 1000
5 COMPARTMENTS
WITH PUMP CHAMBER
PRESSURE DISTRIBUTION
GAL.
5 lines at 50 ~t. each = 250 i~.
1/8" holes @ 5 ~t. = 50 holes
Discharge per hole ~ 5' head = 0.45
Total discharge: 0.45 × 50 = 21.5
gpm.
gpm.
Pump Rating: 40 gpm ~ 20 ft.
Septic System Design
~ ~-~.~. 'i~ ~'~r'. '2'7. T'I~N. R3W
pg. 1
Loss in Laterals: ~ 8 gpm 2ft/ 100
Loss in Main: ~ 40 gpm 4.5/100
Max Static Head: 7 ft.
Total Head Loss 10-15 ft.
DISCHARGE RATE;
12 inches of liquid in pump
30 inches
34 inches
51.5 inches
At 51.5 inches main septic tank
contains 1195 gal.
Total reserve capacity after
high water alarm
Each pump cycle discharges 154
compartment = 62 gal. = 216 gal.
= 252 gal.
= 195 gal.
= 190 gal.
gal .
The installation o,F this well and septic: system will not impact
adjacent lots. The well is already installed and does not con-
fl itt with exist, lng or .~uture septic systems.
The ins'tal].atic)n ef the septic system will not prevent wells ~rom
be instal, led on the adjacent lots.
courses on this er the adjacent lots.
,s..pE~c eystem will not change the general slop~ o~
the area. Ponding~and/or concentration of surface runo~ will not
resu].t ~rem th:i.s :i. nstalla'Eion-
248-5095
L~T
SEPTIC SYSTEM DESIGN
SECTION 27 Ti2~-~
PACIFIC GENERAL CONSTRUCTION
Se:i. 1 Ratinq¢,, Fi'-om test }"Jay :1.5. 199i
· '~0 min/:i.n :::: .3 ~:~ali'm:i,n
150/. 3 ..... ','i~00 sq..,.r. 'i: ....
Number of
SYSTEM
BED
TOTAL LE~STH
TOTAL WIDTH
TOTAL DEPTH
ROCK DEPTH
COVER
50 FT.
30FT.
5 FT.
.5 FT.
5 FT.
SEPTIC TANK 1000
WITH PUMP CHAMBER
GAL.
The installation of this well and septic system will not impact
adjacent lots. The well is already installed and dees eot con-
flict ~ith existing or future septic systems.
The in=ta.,lation of the septic system will eot prevent wells from
be installed on the adjacent lets.
i:::ui:i ,, i
There are no developed or natural surface ? sL~b eur-~ace drainage
coorses on this or the adjacent lots.
The propoeed septic system will not change the general slope of
the area. Ponding and/or conceet~a~lo o~ surface runoff will not
reeult ~rom this installation.
N
'1
I'O$~EN :SF'URKL~Iq]) F'.IE,
B7~.1. ~ff, IIIHON~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
OrzL-' AN IL.
7
8
9
10
11
12
13
14
15
16
17
18
19
20
4
5
6
~Ao
WAS 6ROUND WATER
ENCOUNTER ED? Y
IF YES, AT WHAT
DEPTH? / O pO
E
0aCh ,0 Water ADa, (, ~ Date: ~Z
Monitoring? //~
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE //~/~ (minutes/inch) RERC HOLE DIAMETER
TEST RUN BETWEEN --'~'~ FT AND ~ FT
COMMENTS
PERFORMED BY: ~=-' ~' (,,/- /'~ I ' I .- '~""~"' ~" CERTIFY TH T THIS TEST WAS PERFORMED IN
ACCORDANCEWlTHALLSTATEANDMUNICIPALGUIDELINESINEFFECTONTHISDATE. DATE: '~"~'C(.'(~,~ Z~ / ¢ c/ (
72~008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
DATE PERFORMED:
DLkl LeT I~-
2
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT ~
DEPTH? p
E
SITE PLAN
Depth le Water After-p,,
Monitoring? ~_, ate: ~--~--~-/?~
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN __ FTAND __ FT
COMMENTS
PE.FO.MED..: , %s CE.TIFYT.^ .,STESTWAS PE.FO.MED,.
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
675~ l:!, DIMD~D BLVD.
ANCHORAGE, ALASKA 99502-3V04
SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION
LOT 15 SEC 27 T12N R3W
1.0 GENERAL.
:i.2 Er~gineer :i.s the person or' ent::i, ty hired by t. he Owner 'l:o
in!spe(::t this project:,, The Engineer must be r'ecognized by 'khe
Municipality o~: Anc:horage~ Department o'F F.lealth and Human
Serv i c es.
1.3 Contractor is the per!son or en'tit, y hirE. d by the Owner
t.o :[r, sta].l th:is project. The Contrac-tor must', be rec:ogr~:~.zed
by the I~JLu~:[(::ipality o¥ Anchor'age~ Oepartment o-f NeaI't':l-~ and
1.5 A11 ma'terials and wer'kmar~sh:i.p shall mee't 'the requir'e
fflerl'lz!!~ o.~: the Jdt.u-lic::i,¢)ii].Jt:y Of Anchorage,¢ Department o'F Health
arid Ht. tf~laFi ~;el'"V:iEess~ th~:9 condit'.ions o¢ the per"mi'~ and
al;;)plicabl~:~ i"ul~!B arid I'-i;~gt.t].¢~tieRs ct..u"rent].y ~rl
;t..7 it is the responsibility o'~ the Owner or the Contractor
to aclhere to the approved design,,, 'bo veri.Fy that the speci ....
fled separat:i, ori dis'I:ar'~,ces are me'L~ and that the required
:i.,,S 'l'he Contractor or' 't':he Owner shall r'epc, r't'. to the Engi-
2.0 SEPTIC TANK
bui 1 ~: by Gremr Tank
The sept:i c t'.atd.,: shal :l. be a ~PC-.approvecl t'.hr'ee c:ompar't:ment.
soi i . T'he 'l] ¢7~1'] [.:: shai I be cover'ed ~v:i. t:h 1':he equi val ent of '~our'
feet o-F sol ]. ,,
Lot J 5 "' *- ' ..... ~27 R:/_";W
.. ~6._t .u T12N
pg. 1
2.2 The septic tank shall be installed a minimum ¢)'~: 1':ive
2.3 The s~p'kic Lank !shall be a minimum of 100 {e~:~'tT. ~r'om any
well serving a single resident:e; 1()0 ~eet ~Crom any body
¥~ater'~ creeks or c:!rainage ditches with ~.lc~w:i. ng water; 150
~:e(:~t ~:rom Class "C" we].].s~ and 200 -F(z,e'h 'Frcxn Class A
Class B ~.~e]i. ls.
2.4 All pipe connect:i, or~s to t:he 'lzarlk shall be mechan:~c:al
~..,~atertight c:alder c:ouplings. Cleanouts shall, be installed
as designated and c:apped w:i.'kh a:i.r-.t, ight: rain caps. Clean ....
outs shal], extend a minimum o-F J. 2 inches above .final ground
impc)rtation i'F topsoi]..
3.0 ABSORPTION FIELD
· 3.1 Gravel used in the absor'p'~.:[c~n -~ie].d shall I::~e 0.5 tc~ 2.5
:i.r'~ch screened rctc:l.::,~ wi~:h ].ess thar'l 3% passing the F. Ic). 200
s:i.
~:;.2 Sand~ used {:or leveling (:)I" 'For' ¥ilter:[nQ~ shall have an
e.f.Fective grain size bet¥,~een No, 40 sieve and Igc),, 18 sieve.
IJni~or'mity c:oe-.',:~:ic:ielr~: sha]l be less t:han 4. Not. more tl'~an
5% by ~eight: tsha]l pass the No,, 200 sieve:e.
3.3 4-'iP, ch per-Fc)rated pipe shall be ASTM I::'S10. For pres
1SL./F*¢~ dJ. Ril.lf'i~M..u~Li£3r]~ ,[)i,[)[~{, shall be Sc:hedule 40 PVC or ABS.
:3.4 Sol i
3.5 Mcn'litc)r' standpil:)es shaI1 be :Lc~s'hallecJ as shown. ]'hat
s~c:t:ion o'~ the p:i.p~z, !:)en(s,'~ra'L:J.n~:} t:h(~c, qraw:al shall I:)~a per'.~o-.
rated, eitl'~(.:~r- by ch'"J, ll:[ng 0.5" holes ca'l 6-'inch c:errkers or by
joi ni nga sect:[ c)n o~: FS10 per'~ or'at:ed pi 1 e 'l:c~ a sol :i. cI sect:i []1-~
(:)-F l:) i p e ,,
3~6 Geotextile shall be Iqir'a"/'i 140.
3.7 Insulatic~n shall be extruded direc:t bur'ial I:)c)iystyrer~e,,
I}cm~ C}liem:i. cal St. yr{::,~.{:c~an-., HI 40,.
3.8 'l'c)p-~.(::d. i shal 1 be a mixtl.lre o~: 40'~60%
20-30% ~-:and ar, d more that 2.0X s:i.l'L,, Ail
fR~,?~SSI_tF'~ed by vol ume.
Ol'-gan i c; mattel" ~
quart t i t :i. es are
~;.9 Grass seed shall I:)e Kerltucl<y bluegrass.
4.0 INSTAL. LATZON
4. 1 Locate al. 1 uradergrour-~d uti i it:i. es
~:ut. ur~? drive~.,~ays ~ ex:lstir]g or propesed wa't'.6~r wel 1 s ~ ~vat. er"
~4ays,~ sur'{:ac:~ and sub sur"fac:~
ponch:~.~ arid all c:)'N]~::,r .Facilities requiring separ"a'Eion chis-'
· t:ances 'fr"om thc.~ proposed septic system,, Notify Owner or
Engineer o'f any observed poss:ib].e con.~].ic:t.
4.2 Stake aligrlmerlt o'F system with marl<er-s showing the
4.3 IEstabl i sh all eJ. evati c:~r'l benchmark ,, ]-hi s BM shal 1 be
easily ii::lerri:i~f:i, al::)Ie,; stabIe and permanent., An arbitrary
elevation o'f 1C)0 (::afl be a!~signed,,
4.4 In!-?,'La] ]. the tank as shown on 'Lhe draw:Lrigs,, Recor'd '[:he
in].et, and (::)utlet elew~'Li(:in.s o'¢ the 'l:¢~nk. ]"ank si"tall I:)e
4.5 Exc:ava'Le the absorption field. Bottom o¥ excava't:iorl
shal ]. be ]. evei and scar:i.-F :i. ed. I'f si dewal ]. s smears ~ 't:.hey
ate tin the f].oor of the eix(::iaw~t:[c;n,, Any fllaterJ..E~I compa(:ted
'[:ii:iii. [.~,vi:ei 'l.'.i"i(~:, i"l::)l:::l.( ~zcui'".f acE, (-~ ..... 1" ) be¥i:)re i ns'Ea]. ]. :i. ng
!]er-For'ated
zl-.7 Ins'f:al]. 'f:.he d:i.s'~:r':i, bu'L-.:i.c~rt p:Lpe. Record 'l:he elevation ~;:)4:
eE~c:h j(3in'b.. For ~]tl"'e!B!~Ltre Eiy~s'~,(&)m !a. olver'lt ~.~e].d 'L]J'l(.=? .j(:)it"l't:~,,
4..EI Cover' 'l:he i:listr:i, butiell pipe wi'N-,' r(:)ck~ and cc, ver 'l::he
excavat:i, en wi th ~,~e(:)'l_-.(e;.;'i::i. 1 e be-FciF'e ,bac:k¥ i 1 I i nq arid i:)l a(::: J. ng
i J'l!][;~..'.]!. a'~:: :i. (:)1'~ ,~ :i. '~ requ:i Fed ,,
zt~9 Flec:cm'd 'the .finished (;li"CiLtlld eJ. eva'tiori at the begJ. nr]:i, rlg~
midd] e and e)nd o'F 'R.r-enc:h. Record the -Finish (~round e].eva
4. I0 I::'urnisl'l a copy ef all ~n_u'-vey rlete~?, to tile Engineer.
5.0 INSPECTIONS
[fi,, 1 A m:i. rlimtur~ o.f 'I:Jlree,, :tnsl:)ec'l::i. clns are required. 'l"h~)
'fir"~'~.'L :Lrispei::t:ion t,,ci. 1]. be o'~ the (:ipen excavatic~n. At this
'L :[ ffie 'Lhi:a !5oi ]. fiOl'ld i t i oris fi:i, ]. ]. [:l~e observed arid cJeflipa['6~cJ '~:i3
The second insp~?c:ticn3 ,¢,.,'ii1 be a.'.:ter placement o";: gravel
Any de-F:i.c:iencies ~,,ill be noted and the Centrmctor noti-~:i.I::~d~
Such de.F:i, ciencies shall be correctc~d ,¢~:i.t.l"tir~ ten days.
5.2 Ali. eI(:.!i:::tr'ical w(]rk requires an MOA elec'tr-ical :i. nsp,'.?c ....
tic3n,, ~3u[:)mi(-. pro(3'~: (3-¢ ir3sp~(ztJc:lr] c:x"- c:~,,?rti<ic:a't:ior3 te th~2
Engineer.
5,, :?; Subm:i.'k c:at.a].(:)g i:Ja~,'l:a (::H: al. 1 mecharii c::al ec:!l,.tJ.l:)m(¢~n'(: ,,
1~:.{:-',; 1 t.t(i~n'fc pLtffli:3 ,,, (ZCJI'itI"EI], panel ~ ar'id
5.4 Nc)'(:t:i_.,/:y Engineer at ].east. 24 hc)ur's in ac[vanc:e o'F begin
ning arty
Spe-_:.-c :i. -¢ :i. cai: i ohs 'f: or s,~'::,p1': :i c: ;~;¥!:~'t:e~,m :i. nstal I a't: i c)rl
t....c,t 15 S.c_.!c'l:ic3i'-,, 27 F:[2N R21;N
!::'9 - 4.