HomeMy WebLinkAboutKNOLL ON THE WOLD BLK 1 LT 12 Municipality of Anchorage Page J 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
Permit Number: .O~1 ~ ~1(~ ~/~".)~'-/~ RID Number:_ L-~ L.~ \ --~?~ ~
~m.: ~A ~ ~~- Wastewater System: ~ New ~ Upgrade
~ddress:
_ ~.o, ~F ~J L,O ~ ~ ABSORPTION FIELD
~hone: ~No. of ~lrooms: ~Deep Trench ~ Shallow Trench ~ Bed D Mound D Other
Total Depth from original grade:
LEGAL DESCRIPTION so,.~i.~:'~5 ~/s~,~,
--' Subdivision: Depth to pipe botlom from original grade: Gravel depth beneath pipe
WELL: ~New d Upgrade Gravel ~: ¢1~ Number of lines: Bistance between lines:
~ Ft. ~ 1'~ Ft.
ClaSsification (Private, A,B,C): Total D~pth: Cased To: Total absorption area: Pipe material:
Ft. Ft. J 5 ~ SQ. Ft. F¢l¢
~'riller: Date Drilled: St~licWaterLevel: ,Installer: Date i~stalled:
Yield: ~ ,ump Set at: basin¢ Height Above Ground: TAN K
GPM.. Ft. Ft. _
SEPARATION DISTANCES ~e~t~ ~ ,o~i.~ ~
TO Septic Absorption Lift Ho[ding Pubfic/Pdvate Manufacturer: Capacity i~
From Tank Field Station Tank S .... Lines~ T~ . J~ ~
Number of Compartments:
Surface
w~t~, N/& U/~ . LIFT STATION
Lot " 4. Size in gallons: Manufacturer:
Line ~ -- ¢0 ~
'" "Pump on" level at: "Pump o~f" level at: ~ High water alarm at:
Foundation ~0~ ~0~[~ ,
Curt~inDrain ~0~~ ~ ~- ~ [. Pump Make & Model I Electrical inspections performed by:
Remarks: BENCH MARK
[ ~ Assumed Elevation:
ENgiNEEr'S SEAL
Inspoctions podormod by: ~ ~atos: ~st ~ ~
Department of Health and Human Services approval ~ ', , '
Reviewed and approved by:,~ ~ Date: ~ ~, ~::":' ..... '
72-013 (1/91) MOA 25
~T
5/8 Rebar
[BM Elev, 100,0 A~;su~ed
I
,5/0 Rebor
97~
I
~l/~"cer Rox
L eno"ch
Toro! dep~l~ lq
J
9ZO
\
t~JIL DING
Tes~ ~ote #81
I
I
90.0 I
0
0
0 0
I
+ L~mln?ln '
,/', X-"
25 0 25 SO 75 10 125 150
SCAL& 1' = 50 FL
Areo Flooded Durra9 1?teak-up,
Mot Use
TDBBEN SPURKLAND P,E.
203 ~ 15TH, AVENUE
ANCH. AK, 99501
LOT I2 KN[1LL DN THE WDL])
SEC. 6, TI2N R2W
KARMA VAN GELLER
SEPTIC SYSTEM AS]~UILT
]~TE, DECEMEE£ 10, i992
SHEET, £/3 GRID, 2]4£
~ Monitor
Cleon Out
Clean
S ~andard Trenches:
3' FI/de
56' Lan9
10' Peep
6' Se~zem rock
4' Cover
]£50 9ol Septic tank
~ Mond;or
Clean
Cleon Out
£pli~tem Box
5-F~, Manwoy Riser
ND SCALE
4' Co vet
103
98
M,'ro£1 140 9j~~
6 Pt o£ Septic t~ock
NO SCALE
3
Monitor
"monwoy Lid ~ Ex/st, Ground
~'~over Tank
~9. o
1~50 9ol, septic tank
87
TOBBEN SPURKLAND P,E,
203 W15th Ave
Anchorage Ak 99501
LOT 12 KN LL fN THE WOLD
SECTION 6 TISN NSF/
KARMA VAN 5EL]gER
SEPTIC SYSTEN ASBUILT
S^TE, J~EC, 1~ 1992
SHEET, 3/3 GRID,
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG m PERCOLATION TEST
(ENGINEER'S SEAL)
DATE PERFORMED:
LEGAL DESCRIPTION:L~, ~"~10~- [~,~_~'z412 Township, Range, Section:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER
ENCOUNTERED?
SLOPE
S
L
IF YES, AT WHAT O
DEPTH? p
E
Doptg lo Water Alter
Monitoring? 0ale:
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
__ tmmutes/mch) PERC HOLE DIAMETER __
TEST RUN BETWEEN __ FTAND .__FT
COMMENTS
PERFORMED BY: '~ ~"~ I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~.,,- t'~l[, L~..~ .Z---
72-008 (Rev, 4/85)
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF WATER
WATER WELL RECORD i~".:
~0ROUOH SUBDIVISION LOT Bt,OCK SECTION QTR~ SEC?(ON TOWNSHIP ~NOE M~DIAN
LOCATION/SK~CH:~ WELL O~ER:
....... ,, ..... .,_
DEPTHS M~SURED FROM~cas~ng top ~ground ~urface WELL DEPTH: DATE OF COMPL~ION
........... Dopth of holo: /~ [
~OREHOLE DATAt Depth Depth of casihg:_./2 / ~t
Matorlal Typo and Color From To .....
DEPTH TO STATIC WATER
¢ ¢ d~HOD OF DRILLING: ~air rotaw ~ ccblo tool
USE OF WELL: ~ domesti~ ~ irdgotlon ~ monitor
~ ~__~ ~publlosupply ~othor
~ CASING STICK-UP: ~~t. Diem: ~in. to/~J.ft
WELL INTAKE OPENING TYPE~ ~ opon end ~ screened
Depths of openings: ~' to ~ It
~S //~ , ,~l~¢Mo~_$izo: ..... Len~- ft
~VEL PACK TYP~,~ ,., .
/ GROUT TYPE: "~ .... Volume:
Depth: from .... ~-.,ft to ' . '.
Duration; ~ ....... ,
......................... ,Jh~ / ~.6 PUMPING L~EL AND
//~ ft after [./ hfs pumplng~gpm
Oept. Healtl~ &H man Serx ices PUMP INTAKE DEPTH: __ ~t Horsopowot:
CONTRACTOR ~FORMATIgI~h REMARKS:
~(t,i,~ re ¢/Busines s N~me/
' ' -' ~ PLEASE MAIL WHITE COPY OF Ld~ TO:
Si9'i~'ature of"Authodz~d Res~Sei~tatlve Date PO BOX 772116
EAGLE RIVER AK 99577.2116
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910379
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:VAN GELDER KARMA
OWNER ADDRESS:PO BOX 2104].
ANCHORAGE, AK 99521
PAGE 1 OF 1
/ G', 00
DATE ISSUED:12/20/91
EXPIRATION DATE:12/20/92
PARCEL ID:04103160
LEGAL DESCRIPTION: KNOLL ON THE WOLD BLK 1 LT 12
SEC 6, T12N, R2W, SM
LOT SIZE: 69100 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD / WELL 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 (18AACS0).
3. THE FOLLOWING SPECIAL PROVISIONS.
PROVISIONS
SPECIAL
DATE
203 ~J ]Sth, Avenue, Suite 206
ANCHORAGE, ALASKA 9950;
(907) 279-5916
LOT
SEPTIC SYSTEM DES!GN
2 I(HOLL OH THE
KARMA VAN GELDER
SoJ 1 Rat:i, nl},~.
'l"est hole d:l
'T'~?st ho:lo 4:1:2
Test he, 1 e ~]
T~:f.:,s'L'. h o I e
Test hole :1:t:5
USE
From tests IO/3C)/9:L and J. 1/25i91
6..... :l. [5 m i n / :i. r', ..... .8 c;:j a 1 / rn i n
:L 5 ') / ~ B .... t 8'? ,, 5 ,:, q 1, -~ t ,, /~/~
F:'i ni shed I::']. oor E1 e,/at i on I...c~we!~:,t F:'I oor 100'1"
F'(::~u n cl a t i o n C 1 e a r) 0 u t E 1 ~-:,v a t :i. o n 96 +
Grc)Luqd Sur{:ac:e at Absorpt:i.c)n Eie].d 97 +-
[:' C.~L" C: c:) ]. a'l:. :i. o n D ei] 'k:. h 9 Zl ....
'1(::)1:] o'f F(oc I.:: El. (-;i,v 95
-I'c.:,~thol (.:.) Total Depth J. 6 f t.
}:~ot'[:om E1 evation
Length o.f: 'l],"encl'q
:i. 87.5 x 4 / 5 .... 15(::)
U s t,:~, :[ ?2" c:)'f: I'" (::)(:: k
Tre:~nc:h R~?duc:t:ion Yact. c:)r
Actua:L Length (:rF 'Trenc:h
SYSTEM
WIDE TRENCH
TOTAL LENGTH
TWO TRENCHES
TOTAL WIDTH
TOTAL DEPTH
ROCK DEPTH
COVER
SEPTIC TANK
150 FT.
65 FT EA.
5 FT.
12 IN.
5 FT.
1250 GAL.
I...ot :[2 [<ncO.:l. c:)n The Wc:)]. d
The ins!:'.,_'~Zlla'hJ.c~ o¥ 'hh~.s v~.~:l. 1 and ~Zel:)'kJ.c;: ~n/si'x.~m ~:[].1 ,"~(:~'[: :i. mpa(z'L
ac:l.jac::~,r'ck :l.(:)'t:~, The ~e:L]. lc:)ca'E:i.c~r"~ c::on.i:c)l"ms!; fi[:) 't::he:, s:i.'~::i, ng t::)-f '~'.km:,
(e}[:[s'ti:i.n,;~ N(e].].s J.n 'kl")e al'~e)a,¢ and
"l"]t[:~.:,l."'e:.:, al~e:, Flo c:l(hv~:~.?].(::~l::)(ec:] (:)1'" I'"~'hL,N'"~:~I !i~;LtF'~:&'~C::[? / ~[H..t[:} S};L.W"{:~:~{i£~
S(.:ai::)k :i. (:: Sy!ii~'hc-~!m :(}esi gn
I..nt: :l. 2 Kt'~(::)l il. (::)1"~ The b,lc)] cl
\
\
\
\
\
\
\
\
\
5
~/ / / 13
50 0 50 100 I50
--'S~-AL~, 1' -- WOFT.
800 £S0 300
T~]BBEN SPURKLANI) P.E,
203 k/ 15EH, AVENUE
INCH. AK, 99501
II
LDT I2 KN[JLL £N THE WflL£
SEC. 6, T1BN R87
KARMA VAN GELDER
SEPTIC SYSTEN DESIGN
DATE, DECEMBER & 1991
SHEET, I/3 GRID,~]42
65
Monitor
Clean
~/ide Trenches~
5'
65' Lan9
3' Deep
1' Sewer rock/
3' Cover 10
Clean Out
SCALE
S
1250 901 Septic tank
Cleanout~
4' Topsoil
3' Cover
Nonlt:or
~4' Min Cover
To nk
klira£1 140
ND SCLAE
TOBBEN SPURKLAND P.E, II
E03 ~lS~h ~ve
Il
AnchoP~e Ak 9~501
?_=_7.~j?~.~.. .
KNBLL Z}N THE W~TLi]
SECTIDfl 6 [12N R2V
KARMA VAN 6ELDER
Il SEPTIC SYSTEM DESIGN
DATE, DEC. ]2 1991
SHEET, 3/3 GRID, 2142
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION 'rEST
(ENGINEER'S SEAL)
PERFORMED FOR:
LEGAL DESCRIPTION: L,.,~.-~.,
1
2
3
4
5
6
7
8
9
10
11
I2
13
14
15
16
17
18-
19
2O
DATE PERFORMED: J D/"~OI~ [
HN
SLOPE
Township, Range, Section: -~" I,~..N ;~_ ~.. IA'"~,': ,,~c.... (~,
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT ~ OL
DEPTH? p
E
Deplh lo Waler Afle¥,
~oflitoring? ~¥_~ Oate: IJ ;2.~--/~i-
Reading Date Gross Net Depth to Net
Time Time Water Drop
~: ~1~ ~ I~°
q ~ I t,, '~ ~ IO ~//,, -- It
PERCOLATION RATE ~-~2~ (minutes/tach) PERC HOLE DIAMETER
TEST RUN E~ETWEEN ~J~ FTAND ~FT
COMMENTS
CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
PERFORMED FOR:
LEGAL DESCRIPTION:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
SLOPE
Township, Range, Section: T'I :~, ~ ~.,~\)~,~ ~ ~:~ (~
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Deplh lo Water Aller
Monitoring? (]ate:
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE '~"~ (m~nutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ~-~ '/LFT
COMMENTS
PERFORMED BY: .~ ~M.~-- I ~ ~'-~'-' .-~ CERTIFY T~,~T_ '1 HIS TEST WAS PERFORMED IN
ACCORDANCEWITHALLSTATEANDMUNICIPALGUIDELINESINEFFECTONTHISDATE. DATE: '"~'"'"'~'~('~ '~1 l~ /
72-008 (Rev. 4/85)
(ENGINEER'S SEAL)
PERFORMED FOR:
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DATE PERFORM*ED.:.
Township, Range, Section: T" ~. ~.~ ¢
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Depth t° Water Alter ~'~
Monitoring? ~ Dalo:
Gross Net Depth to Net
Reading Date
Time Time Water Drop
3;/0 lO _~ /Il¢ ~ ~/~
PERCOLATION RATE ~7 (mmutes/~nch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND .~, ,~"'-FT
COMMENTS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
'-1
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: ~"~*~:~C,,/~ ~'L,4.
LEGAL DESCRIPTION:
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
I (ENGINEER'S SEAL)
DATE PERFORMED: ~ v _ I~,~.-~¢]q) .
Township, Range, Section:
SLOPE
S
L
IF YES, ATWHAT O
DEPTH? p
E
Deplh to Water After
Monitoring? _ Data:
SITE PLAN
I
N
Reading Date Gross Net Depth to Net
Time Time Water Drop
~Z '.~/ Io t~ ~ y?~° ~/~
~ : ~ ~ ~o "~
~ '~/.7'~
~ '.~1 lo 7~/Z/~ ~
PERCOLATION RATE ~ "~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT^ND /_FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERFORMED FOR:
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
DATE PERFORMED:
LEGAL DESCRIPTION:._~__¢*J~. t ~
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19-
20-
c~
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
s
YES, AT WHAT ~L
IF
DEPTH? . p
E
Deplh lo Water Aller
Moniterino? Date:
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
~ ; ~ ~ lo 5'~ ~ ~1 '/~
PERCOLATION RATE '~ (m~nutesi~nch) PERC HOLE DIAMETER
TEST RUN BETWEEN ¢ FT AND /"/ ¢~""' FT
COMMENTS
CERTIFY TH~,THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: '"'~:~ '~1 ~ ~ ~ /
72-008 (Rev. 4/85)
203 W15TH. AVE, SUITE
ANCHORAGE, ALASKA ~501
SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION
LOT 12, KNOLL ON THE WOLD
SEC 6 T12N R2W
1.0 GENERAL
;t ~ :i Owner i s Kar"u'~a Van Gel d~>::,r ,, F:',,
Al. asl.::a 99521.
1.2 Engineer is the persor/ or entity h:i.r"ed by 'LI']Ei' Owner
:i. ri'~ipE.:,(:::'l:. 'Ll"l:i.s pl""i:).'ji~;~c:'L. 'T'l]e Engineer must I::)e ri.;:,cl::i~:ln:i.;.:ed by
Mun:ic:i. pal:i'Ly crF Anchcm'age,~ DeparLment (::h(: Heal. th arid Human
!i!b>n.-' v :i. c:
1,,3 Contractor :i.s .Lhe I:)erson of ent:i, ty h'i. red by the O~ner
ho ;i. nsta]. 1 this proj~.)ct. 'Thc.? Contract. or must l::)e recogni;.:'.ex::l
I:)y the I~h..u"l:i.c::i. pal. :i. ty 'o~: Ancl'~c)ra(.~l(:.~, Department o.F Heal th arid
1,4 Thl.:? ](}rawir"~gs.~ sheets 1 tlnrc)t.tgl'-~ :::!;,~ shal :1. be par'L o't: tl'"ri s
si::) l:.~,(::' i -F :i..:: ,a t i or't.
1.5 A:I.]. mat. cfi als and workmanship shal :1. meet tl"~.~ r-equ:i.
ments o.F 'Lhe Mur'l:icipality of Ar'~(::lnorage~ Del:)ar'Lmerrh o.f: Health
ar'rd Human Serv:i. ces,) 'Lhe conditions (:).f 'l':.l'"[(:e perm:i, t ~ ar'id al l
al::)plicable rules and r'~gulatic)ns currently in e-f'fec:t
:i. 6 A1 1 (.?xcavat :i. ~:)n cleptl'is are advi sc:)ry ~ arid arc.:, to be
ve)l"i.i:J, ed al]cf may I:)e lllo(::l:~f:[ed iii th~:t~ .i: :[ (.:~ ][ (::l I:.ly 'Lhe Engineer.
:[,,'7 It :Ls 'Ll'~e re.spc]r~sibJ.].ity of: the Owner or 'Lhe Contractor
'[':(::) adl"icere 'Lo the approved (:les:ign,~ 'L(::) ver:i..f:y that the spec~ ....
f :i. ec:l ~iepa'<l'",Tr~::L [:)Fi dj. stances are met ~ and that the r E, qL.[i I'"~)cl
:i. I"l ~.~l] 6)(] '~] :[ C)I'] ~i 6/i"' ((~) p C'~l" '1: C)I'" filE'?C].
1.Ii/ The Contractor or" 'Line Owner sl~all report 'Lo the
neet any ol::)se;,l~'Ved c:ondition wh:i.c:h ~ll;]l..I].d pLvL t. ht?
system in viola'h:i, on o.t: State or I~lunic:ipal regulat:Lons.
Engi -
sep'h :i. c
2.0 SEPTIC TANK
2. 1 ]:~(: 'Lhere :i. s ali c~;< :i. s'h:i, ng sept:i. ~::: '/:ar~t<, i t may be t.l~iBecl :i.'F
it meets 'Lhe capac:ity requiromerrL for" the r-u.~sic:le:,r~c~:~,. 'The
'Lank ~:l'la]L :1. I.:)~a :i. r"d~ipel:::'Led by the Engineer ~ anc:l :i t.s water
'l'-J. gJ']'Lr~E,s~!i~, ar'id !~-;'hrLlc:'hLu"al :i. nt~e(:.;r-:i, ty shall be \,'r.;~r" :[ .F :i ed ,,
2.2 A i'"~e~v.~ sep'L:i.c 'Lanl< shall be one .t:abr:i.[:aL(nd by e:i.'hher
Sp(~))c:if:i(::ations .f(::m' sa, ptic system insta].:l, ation
I i.rl. '1 ':.') f.('r'~rfl '1 ~u"~ ]"1'~":, t.dr",] rl
Anchorage Tank and Welding or by Greer Tank
'The septJ, c tank r~l'lall I::)e a UF:'C---approved two-cc~mpartmer'tt
tanl.::,, cc)nstr'uc'~:ed o.I: :I. 2 t;jp':ux~;le~ or better, steel w:i.'L'.h bi
mast:i.c c::oa'J:ir'H:~ The tanl.:: shall I:)e se't: leve], or'~ und:i.s't:url::~ed
E~o:[ ].. "['I"[fL, '[':arl J.:: ~.1]~'~]. 1 1:)6:, cov[-:-)red w:L '[:1'~'~ the equ:i val ent E).f: four
.Feet of soil.
2 ,, 3 'Fbi.:,:, sep'l: :i. c:: 'l:ar~ I.:: shal ]. be :i. ns't':.al 1 (..,d a re:i, n :i. murn o.f f i ve
~i: ¢!?(:¢t '[: I"[)fll '(']h6'? h[)LUi;6~ 'f CH.U'1CIf¢.t ~. CH'] and a m:i. r't :i. flit.tff~ o,f 'f J. v67 .f £get
2.4 "l"l-/~::, sep'[::i.c tank sha].], be a minimum o.f :1.()0 .feet fr"om any
well serving a sin(}lle r[.~sider'~ce; :[00-feet .from any body of
v~a~ter, cre(:.:d.::s or dra:i, na~,:le ditcl"~es with -F:l. ow:i. rx..i water'; 150
.feet .Fr'c}m Class "C" wel].s,¢ and 200 .feet .From Class A or
Class B wells,,
2.5 All p:Lpe c[:u'~riec:'[:ic)ns -l:,o the tank shall be mechanical
~.'~a'(: el'" t J. {:ll"t t c:a]. der-
as [:l[,:,s:i. gnate[:l ar'~[J c:app[.::,d w:i.'t:h air-tight t'"air'~ caps. Clear'~ ....
outs shall
[.?l 6:,va'[', :i. [)ri. F:'l" ev :[
ifBpc]r'E~',~tt:i.C) l'l i'~: tC)p!i:~C]:[ ] ,,
2,,6 LJ..f[: st:'a'tic~r"~ ,.:shall be as manu-factur"[.~d by Anchorage Tank
and Welding
3.0 ABSORPTION FIELD
3,, I Gravel used :i,n 't:he absc/r"p'l:ion -t:ield shall be Ci.5 ti) 2,,5
J.J']c:J'] !BCl'-ls)ef]6)d roc:k~ wi't:h :l. ess than ::57,', J::)a~il;s'iJ.I](~J thE.' No,, 200
si e v [.:.:' ~
3,, 2 Sand , t..l!5[,:i, cl '[:c:)r 1 evel :[ n~;] [:ii'- .f or" .f i ]. ter:i, n(.~, sha]. 1 have an
e-F.f:ective grairl size between No. 4() ?:'iieve and Iqo,, 18
I.In:i. 'for'mi ty toe.f:.[ :i. c:i. [,:c, nt shal 1 be 1 [~.,ss t.l'/an 4,, I',lcd: more t. han
',5'k~ b'y ~eiC~l'lt shall pass the Iqo. 200 siev(e.
3,,3 4-:i. nch perforated i:~:i.l:)e sinall be AS'fM FS:I.C)~ For' pr'es ....
sur"e (::1:[ st, ribLct::ion, pipe shal ]. I:)e Sc::l-'ledul [.? 40 PVC or ABS,,
3,, 4 Solid 4-:i. nch pipe shall, be Cast, :l:r'cx'~ cir' ASTM D3CE~!;4.
3.5 Mon:L 'l':.(::~r" standp:i, pes sha:l 1 be i ns't:a]. ].ecl as sl"x:~wn. 'l"hat
se[::t:i, or~ [:)~F t.l'~e pipe per~e'l:rat:i, ng the grave~ si'ia].], be per.f[:) .....
ra't:ed~ either by dr:i.l].ing (]) ~ ~r:~' j ho],es on 6.-,~inc:h [:enters or by
.jc:):i, nirig a sec::'kic)n c:).f I:::81C) p[.::,r-~[:)rated pi I e to a sol:L d sect:i.(::ir'~
of p i pe.
3,, 6 Geo'l:ext:i. :}.~:.) shal 1 be H:i. ra.f :i. :[zI, CI.
3.7 ]:r~st,.l].at:i. or'l sba:L1 be extruded direct I::¢t.u'"J, al pc)lystyrene.
Dow
Speci-i:ic:at:i OhS -F(:~r sept:i(::: system
I r"cl" 1 '~,} k:' r'l r", 'l 't r'~c', '1'1',~..':, bh'-,1
Z":,. 8 'Tc;psc~i 1 shal 1 13e a mi xture o-F
20-<:;0% sand and more tha'l: 20% si].t,~ All
m6h':itst.tr",~cj by vol. t.tfi'l~.
3.9 Gr'a!~;s se!emi :d'~a].l I:~e I.:::e~rrhucl.::y I:::,lul~gr,:.:t:,s.
elL.tar'vi: i t'. i es are:,
4.0 INSTALLATION
4 ,, 1 I_..c~c:a t <x.~ al 1 t.tr'/c:Jer" gr'cmtr'icl ut:i. ]. i t:i_ es, pr'c)per-'L y 1 i r"~es ~
'",':t..ttt..u"e dr i w~.,:,ys ~ ex i st ing or- proposed t,,yater- wel 1 s q war. er"
~,-,~ays ~ sur4:ac:e and sub st.tr'-F ac:e dr'al na~:/c.~ ~:aci 1 :[ tit:~s ,; ]. ake:,s,;
p(:)FicJ~ ~ ar'id al ~[ oth(.~)~" .f: a(:::[ ]. :i. t i e~3 F'e(:]L~i I'"i I'3g ~JE?pal"at i o[1 cji % ....
tar"~ces -fZr"c,m tlx~ prc)pc:)sed sept:i.c system. Nc)t:[-f:y Owner or
Engineer o-F any observed possibl~:, c:onJ:l:i, ct,.
4,,2 Stake al:i. gnmen'h o-f: system g,,~ith markers sl~owing the
I::H'"o'!]E:.~[;:t:L VE) (::[:i EV['.E':'Lr"r[::(:9~::~ ',/:r'(:)01 ~,-j(::.:,]. 1 f?~ a':'0"ld b,r,:;:v['.E!r' bc)c:]:i, e:,s.
4. ,, 3 Es't:at::~ 1 :L sh an e:t evat i on I:zencl"m~ar-k. 'l"h i s BM
(...:,asi ] y :i d(:.:en .1:'. i ~,: :i. ab 1 (.?, st al:)1 e and per'mar'~er'rl:: ,, An
~?l(~,vat'.ic)n (:)'{: 1()C) can I:)e ass:[t.:.]rm, d. Use Nor"l:h-West
c: c)r r'm:,r mcCnumer~t,
shal 1 be
a r b i i: r' a r y
I:) r' op er t y
4,,z!. Insta].l t:he 'l:.ar"~l.:: as !::,howr'[ on '[thE, clr'awir'~gs,, I::R~ecor'd thE:,
i nj. et: and cmrl::[ et el evat i ohs o.F the tank ,, ]"ank sl"ial 1 be
[:)). ,::t(:::~c~c:l o1"~ t..tricli stt..u'"becl nat'.:i v~.:a sol 1 .
4.5 Exc:avate the al:)sorpt:[on .F:i.e].d. Bottom o~ e>,'cavat:[m'-~
sl':~,l ] be leve:,l anc:l scari~:i, ed. I'f side~a].lE~ sme:,arsq they
sl"h'a]. :[. al so be sc:ar i.f: i ed. F~ecor'd
m:i. ch::lle and (::,ncl o'f t'.rer'lc:h,. E}c)nstruc:tic)n equ:i.l:)rner.lt shall not'.
oper'at:e on the
I.).:]:u:::t'.e~cl by 'khe:, C)l::)[ar'at::i. or'l o'f t'l]e c:c)r'lstr'uc:t'.ior/ E',c!L~ipmer-rl:: shall
r'emov~:~,d ar'icl r'epl au::~.ed ~,,d. 'hl'l urlc:oml::)acte(:J mater'i al s.
· 4.6 F:'lace t:hm rol:::l.:: to the clepth spe(::::i.~:i~:u::l. Do nok contami-
r'h'ate_~ roc:k (d:[ tl"l r]a'[:i v(.~) ma¥[:~:?l,":i, al. s (:)l.'" ~,p(:~i ZI ,.:~ 't:rom t:l'l¢~ excava ....
t::i. c:)r'~ ,, L..evel ti'lc r'oc I-:: sur.f ac:cc.? (4 ..... 1 ") I:~e4 ore :i. ns'hat 1 :i. fig t:he
p er ~: c]r at: 6x:J i:) i i:_~ e.
4,.'7 :l:nstall 'hl"m:, distribut..ion pipe. Record the e:,levati
4,, 8 Cc)ve~ .... t:l-ie d:i. str'i but i c)n p i [:)l)) w:i. th rl::,c:l-::, and
6)).,'c:avati (:In I,,yJ.t:h gec:rt:[~;.;ti le b~?f:(:)re I:)ack.fi ]. ]. ir'~g
J. i"l!:;t..t ]. ~?:t'[: :j. C)l'] ,~ :J..F r'equi I."'ed ,,
cover-
ancl p 1
4,,9 Rec:ord ti'm:, .F:i. nished ground e:l. evat:i, on at: the beg:i, nniflg,
m:i. ddle and e!nc] o-f tr'enc:ln.
Xl.,, JC) F'urnisl"l a copy c).F all sur'vey nc)res 'ho the Engineer.
Spec::i..Fi(:::aEic, ris .f:c)r' septic: sys't:em instaliLatic) n
5.0 INSPECTIONS
5., 1 A mi n:L mum (::)f three :i. nspect:i, ohs are reclu:i.r'(.?d,, 'l"he
· f:i rst :Lr',sp~act i c~n ~.~i 3. 1 be o.F the open excaw:/i::L on,, At this
'{::i.m~..::, the soil. c(::)r':cl:i.'L::i.c~ns wi].:}.
c:).~: bedrock w:i. ll be ver:i..E:Led.
g r,?:x ve 1 v
CZ C) f'~ J") C) .....
The th:i. rd :i. nspec:t :i. i::)n w:i. :i. :1. I::)e a-E'l:'.er' c::ompl eti c)n o'f: 'L'.he work
!:::u(:::h d,:,.F:i, ciencie:::: shall b~:..-, c::orrected ~:i. thin 't:er-~ da:~.ys.
5.2 A]. ]. i:,]. (:::,ctr":i. cai. w(::)~'" k ¥'(:::~qu:J. res e:i. I::her an M[:)~ ~:.:,]. ~::~::::~::r':i. ca:l.
:i. i-.~!i:l:)e(:.J:: :L (::)£'~ (::Jr (:: (.:el"* {: :L .(: J. c: a'{:'. :L cji] I::)¥' <:~.r'l ]. i I:: (.::,J"l <.::(-'=?d (:.:~ ]. (.:~(:: t 1," i (:: i al"~.
5.3 Subm:i.t c:ata].(:)g c:lata o.F a:l.:l, mec:hanic:a:L equil:)mer'li:.
5 ,, 4 Ixh::)'l: :t ~ y Engineer at :}. east 24 hC:~LU'".<:: :i. ri advance o..F l::~ [::e (.:j :i. n ....
t"lJ.l"l(..:~ ~::~l']y {,:~C)l'"J-::.,
Spec :L .~ :i (::: at :L c3r"~ s .f: or <-':ep t :i. (::: syst (.:.zm i ri st a 1 :L a'l:: :i.
I...c~t 12 I<r')c~]. 1 (:)ri ]'h<:, Wc:,].
Tom Fink,
Mayor
Department of Health and Human Services
825 "L" S[ree[
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
December 21, 1992
Karma Van Gelder
PO Box 21041
Anchorage, Alaska
99521
Subject: Lot 12 Block 2 Knoll on the Wold Subdivision
Permit #SW9~0379, PID ~041-031-60
The subject permit, issued December 20, 1991 by this office for a
single family well and/or on-site wastewater system, has
expired as of December 20, 1992.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. Ail inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $200.00 for an
on-site wastewater permit; $75.00 for a well permit and
$275.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sin,~cere ly,
John Smi~'h, P. E.
/program '~4anage r
~On-site Services
eric: Copy of Permit
~L~O'LiSL ZZo 1992
To whom it mav concern;
Munlc~Dal~tv of AnchoraGe
Health and Human Services
825 L Street, Room 502
AnchoraGe, Alaska
Th~s letter is to advise you that i am the current owner of
the following property.
LeGal Description: Knoll on the Wold Subdivision
Block 1 Lot 12
Sec 6, T12N, R2W, SM
I am acting as Mv own General Contractor in preparing this
property for house construction. I have obtained On-Site well and
wastewater disposal svstem permit number SW910379, based on the
seDtic and well design submitted bv design engineer Tobin
SDurkland.
I will be hirin~ Gene Brooks of Norseman construction to Dut
the seDtic svstem in on mv DroDertv with construction inspection
being done by Tobin SDurkland, the designer. I understand that Mr
Brooks is not currently certified by the city of AnchoraGe to
install septic systems and the next certification classes are not
until the spring of 1993.
I assume all responsibility and liability for any errors which
may occur in the seDtic installation if any.
Please attach this letter to the original permit in your file.
Sincerely,
K~rma M Van Gelder
P. O. Box 211041
AnchoraGe, Alaska
99521
eeo!^jeS u~tUnH ~ qlleeH qdaQ
e68]oqouv ~o ~Lisd~o!un~
R. F r'F !\f f: D
t.),z:)i. I.]o,c~lth & Flurnan Servic(;s
6751 !1, DIi'iDND BLVr~~,
I!NCtlORAGE~ ,,'ILASKA 99502-.5904
(907) 248-5095
(907) 27%5916
SEPTI[; SYSTEM DESISN
KARMA VAN GELDER
USE TI:ZSTHOLES :t AND 2
STANDARD TRENCH
TOTAl_ LENGTH
TWO TRENCHES ~
TOTAL WIDTH
TOTAL DEPTH
ROCK DEPTH
COVER
SEPTIC TANK
1i2 FT.,
56 FT EA.
5 FT.
10 FT.
6 FT.
4 FT.
1250 GAL.
Moni~om
Cleon
Cleon Out
Stondord frenches;
2' W/de
56' Long
I_0' Peep
6' Sewer rock
4' Cover
]0
1250 gol Septlo tonk
Monitor
Cleon
Cleon Out
NO SCALE
J
£plltfer ~ox
S-FI Monwoy Riser
Cleonouts
.~ 4' Topsoil
4' Co vet
M/mo £i 140
of' Septic Rock
]~Mon/tor
Monwoy Lid/~ Exist, Ground
/ 4'M, nCover
~ Concrete ~ot~om
1250 gal. septic tonk
NB SCLAE
TDBBEN SPURKLAND P,E,
203 \715th Ave
Anchorc§e Ak 99501
LOT 12 KNOLL ON THE WOLD
SECTIDN 6 [12N R2V
KARMA VAN GELLER
REVISED JUNE IL 1992
SEPTIC SYSTEM DESIGN
DATE, nEC. 1~ 199]
SHEET~ 3/3 GRID,
'P~ory S?Item
I
+ 9~0
+
0
0
0 0
Areo Flooded Durln9 ~reok-up,
Not Use
TDBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH, AK, 99501
25 0 25 $0 75
SCALE: I" = 50 FT.
LOT 12 KNOLL ON THE WOLD
SEC. 6, H2N
KARMA VAN GELDER
100 125 150
££VISED JUNE JL J992
SEPTIC SYSTEM DESIGN
DATE, DECEklREle 3, 1991
SHEET, 1/2 GRID, 2142
0
0
0 0
~5 0 85 $0 75 100 1~5 150
SCAL~,, 1' = 50
II ao3 v 15TH, AVENUE II Lu~ 1~ KNOLL ON THE
.~2~~ ~L~ KARMA VAN GELDER
][ ~TE, D£CEHBER 3, i~91