HomeMy WebLinkAboutT12N R3W SEC 33 LT 62
MUNICIPALITY OF ANCHORAGE
DL RTMENT OF HEALTH AND HUMAN SER ..,~$
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Teleplrone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL DESCRIPTION
TANKS
SEPTIC
DISTANCES
SEPTIC ABSORPTION
TANK FIELD WELL
WELL
LOT LINE
FOUNDATION
HOLDING
TYPE OF SYSTEM
'FRENCH ¢ BED [' W. DRAIN [~ OTHER
WELLS
FT
FT
FT
FT
PRIVATE L~ OTHER (Identity)
'~;~a~,hc~;i;~n (A,13 C, . l~Da~oolai iFIsl,~l~edDepth F ,~[C ased to
FT
~NGINEER'S SEAL
I L, ~"'~- % cerlily II)al this inspection was pedornled accordinD Io all
72 013 (3¢85)
ALASKA
ei LIIROigmeigTAL
~ncl,neer'mq $ ~no,ro,lme.lol Slud,e$
CO[qT[ OL S i uIC $, IFIC.
¥-/S ~ ... eq
April 3, 1987
Municipality of Anchorage
825 L Street
Anchorage, Alaska 99501
Legal Description: TI2N R3W SECTION 33 LOT 62
Alaska Environmental Control Services, I-c. inspected the installation of the
sewer system installed on the above mentioned property. The orlg{nal as-built
has not been filed dne to non-payment of inspection fees.
Please contact AlasKa Environmental Control Services Inc. at 561-5040. Thank
Sincerely, ~
Cindy g. Lovelace
Office Manager
MONICIPALIIY OF ANCHORAGE
1200 [[]esi 33rd ~uenue Suile ~ o AnchorMe Alosko 99503,.(907) 561 50;10
:.?.6/q..-.4'l 2. 0
1:,, i],, }!q]X :I i10',.)4:1
Ffl',ICt ~OI,'.AiJIZ, ;"11~;] %'t>',5 J t
!,"I Zl ]223
i .E:(..i(:fi. J)l: S I;i ~ ', F' I', !;!Il:J} [ V I ~::~ I (iN ~i txlF."l I.CIT ',~ 6,;;". ~;~l..(;:)(::;l',::
S!: '.:"1 IZ C)I',I ,", 33 'I'CIWI~,ISH :I: F:' :', :l 2N RAIqf'iE ',:
0 I ~:; i :'ii: ':. 2. ,, bh (S(-~. F: I ,, CIR Al21:d:Ei )
: ~h b: tl~c:, lflum:ic:it:~al:~ty c)~ A~cl::)vage (MOA) and '?.l~m~ ~La'[~z, ~::~[
!:[: ~ i l',:'] ii iAI I01',1 I:l:; II'q~i;tAI.I..ED :lin AN AI'q.I:P~ CEIVI:Ft.i~iD 1.1Y IvIOA [~UIL. L)[Ixl(]
!'Hi;N ', :[ )AN I L!ECI R:IiCAi. F:'[:RPI:I: I AND :I:I,I[W'I:C] iCltq I"IUS I l.q: [tB'I'~t]iNI:J)~i (?)
,JZI i. N(.~i i:[: AI::'I:i(OVI::D !.4[ll, lt:itJl ¢~lxl I:I,I::C'II:~[CAI i:IxISI::'I/:Ci]:Otq I::~[:I::'OR]~', AND
· :,72/l ffE::
· q 'I:'I :',N ~. I LD", ;~'~ I"I()i::~'t~ I[:~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
DATE PERFORMED:
(ENGINE~L)
LEGAL DESCRIPTION: ,/~",r ~,~,~
Township, Range, Section: '7"~4/
1
2
3
4
5
6
7
8
9-
10-
11
13
14
15
16
17
18
19
2O
t¢~o .....
SLOPE
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
S
IF YES, ATWHAT ~ / ~)
DEPTH? f , p
E
Monitorinl]?
Gross Net Depth to Net
Date Time Time Water Drop
PERCOLATION RATE __
(m~nutes/mch) PERC HOLE DIAMETER
3ESTRUNBETWEEN -- FTAND FT
PER'ORMED BY: ~ ~' ~/¢~ I ~ ~'-- CERTIFY THA' THIS TEST WAS PERFORMED I"
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~¢¢ ¢~
72-008 (Rev 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
~ownship, Range, Section:
1
2
3L
5-
6-
7
8
9
10-
11
0 L o,-t1 ,t,,,,.E(
13
14
15
16
17
18-
19-
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
s
IF YES, AT WFIAT ~
DEPTH? p
E
Depth [o Waler Aller
MonitorinD? Date:
PERCOLA?ION RATE '~ ~0 tmmutes/mch) PERC HOLE DIAMETER
EST RUN BETWEEN '~ FT AND -~ I/
~ FT
Gross Net Depth to Net
Reading Date
Time Time Water Drop
'*"l ,¢ u'.~ ~_ .~'X~ -
iI' '~'~ /6 ,~' 5'- . 00
PERFORMED FOR:
I)l:ial. L,)I' I'll:ALibi &
,I~J~/IRONMENTAL PROTECTION
SEP. 2 6 ¢J88
Municipality of Anchorage
DEPA.R. TMENT OF HEAL'~I I~ rqr4~/~j,cE.,
825 'L" Street, Anchora~%,kArl~l~ [J9~50~-0650
SOILS LOG ~ PERCOLATION TEST
(ENGINEER'S SEAL)
LEGAL DESCRIPTION:
Township, Range, Section: ~,~.
2-
3
4
5
6
7
8
9
10
11
12
13-
14-
16
17
18
19
20
SLOPE SITE PLAN
L
IF YES, AT WHAT ~¢/% O
DEPTH? P
E
Moflitorino? O~le: _
WAS GROUND WATER
ENCOUNTERED?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/tach) PERC HOLE DIAMETER __
COMMENTS
TEST RUN BETWEEN FT AND FT
ACCORDANCE WITH ALL ST,~TE AND MUNICIPAL GUIDELINES IN EFFEC~OON 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
PERFORMED FOR: L.I c~-~ ~
LEGAL_ DESCRIPTION:
(ENGINEER'S SEAL)
DATE PERFORMED: I ~
Township, Range, Section:
1
2
3-
4-
5
6
7
8
9
10
11
12
13
14-
15-
16-
17-
18-
19-
2O
SLOPE SITE PLAN
WAS GROUND WATER
DaLe:
Depth to Water After
Monitorino?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (m~nutes/mch) PERC HOLE DIAMETER
TEST RUN BE'rWEEN FT AND FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEQ~N THIS [)ATE, DATE:
72-008 (Rev. 4/85)
WAS PERFORMED LN
/flbn3rxh (~ 'llfiUIIIIl~.iilflb UUiliI1UL. JC.I! C.), tllb
Legal Oeaoription ~.-~ ~- ~ ~
Sample Depth _. _'~,~- .t{~..__L~..4_ - -
D 10~ 0,~.~ ....
D 30~ I,
D 60~
..... 2~-~,'
7--/2,41
Reported to
Approved by
! $1[V£ ANALYSIS
~ [ SIZE Of OPENING.[,N INCHES [ NUMBER 0¢ MESH ~ER INCH U.B, STANDARD
lO0 ~ ~' ~ -- -- -- -- -- .....
x ~ lO
90 , ..~ ~% %
80 ~ ~ ~0
g 5o , x 5o ~
~ ,
~ GRAIN SiZE IN MILLIMETERS
COg8~:S ~
GRAVEL SAND ~
ALASKA ,,JIROFlmCFITAL COF1TROL IF1C.
~n§ineermq $ ~nuironmer, l~l $1udies
SPEE]E!CATTOXS EOR [IEI) ~\'ASTEWATI~R TREAqMHNT SYSTIM
SLY; !.fIT 62, oH(I~ON o,~>,, ..... 'rqg¥, R3W
0 GENERAE
, '< " 'v~' ' 3,
TIlE )INA!\iN{ .... ~lt,. .... ] TI{Rtl SIIALI. i3tl PART OE TILTS
SPECT!ICAI
\HE MATEE~IAi,S AND W()RI<MANSIIIP SllAl,I, MHET TIIE
REQUIREMENTS OF TIfF MUNI[IPAL!TV OF ANf;tlORAGE,
DEPARTMENT OE HHAi,'F]~ & IIEMAN SERVfEES (DI{I[~). TIIH
CONI)I'I'!()NS O! TIiE PERMIT, AND ALL APPLICA[ILE
NHI,HS AND RE(MJI.ATIONS CIiRREN~tLY IN EFFECT.
ALL t,XCA\A~ fOX. AND =3E. 1II ARE AI)VISOR¥, AND M~L TO HE
V.I~.F[ .D OR ,Xi()O!HfJ~D [N TItE H[F. LD BY ;\ [Mills ;\PPROVEt9
FF IS TII[< RHSI>f)NSII'$1I, IT¥ OF 'FIIE [NSTALLER TO AI)IIERH
'PO APPROVED DESIGNS FOR INSTAHLATION, TO ~IAiNTAiN THE
Si~Ef:IE[I',i) SEEARAT[ON DtSTANCHS, AND TO HAVE THE
APPROPRIATE ]Nf;I>ECTJONS.
TF THE TNSTALI.ATfON iS NOq fNSPEETEI) BY AN AHES
ENCiJNEER, AECS WiLl. NOT BE RI,;SPONSiBf. E FOR THF
I)ES[GN. AN EN[~[NHER AT AECS SHOUI,D BE CONSULTED
I)RfOR TO CONSTRUCTfON, TO DETERMINE TIIH NUMI/ER OP
TNSPEETIONS T!IAT WIHL BE REQU!REi) AND TO HXPLAiN
WHAT TIll!SE INSPHCT~ONS WILL ]~NVOLVE
._. O SEP'F/( SYSTE,~I
TIlE SHP'iTE TANH SiIALI. BI.,: A UPC APPROVED TWO COMPARTMENT
TANI(, CONSTRUCTED OF 12 GAUGE STEEl, WJTtI BITU~ASTJC
COATINE, [iET HHVEI. ON IJNI) fSTUR}3EI) SO!I,, AND fNSIJIATED
WlTII AN OVHRLYfNG LAYER OE ? INCII BURIAL TYPE
POLYSTYRi N![.
'IliH S,~ l . TANI< SIIALE BI,) A MINIMUM f}F 5 FEI,',T FROM TIIE
ItOUSE FOUNI)ATION, AND A MINIMUM OF 5 FEET EROM TIlE
ABSf)RI~TiON ARHA.
2¸3
TIlE ,qEPTIC TANK AND BEI) SHALL BE A MI[NIMfJM OF I00 ET.
I'H~O,Xl ANY I'RfVA'I'E WEI.I, OR BODY OF WATER, 150 !:EET
CI,ASS C WELI,S, AND 200 FEET FROM CLASS A Obl 13 WEi,I.S,
EYI.ESS OTH!:.RWI,'-;H SPECiEiI~[/, LE!~S TIIAN TIlE REQEIRI])
SEPARATION DISTANCE 5~IJST HAVE PRIOR APPROVAH OR WAIVIR
1/¥ ALASKA Di(PAHTMENT Of, IIEAL'FI[ AND }fUMAN SERVfCES,
1200 Lgesl 33rd J~ue,lue. Suile [~, Anchor~qg. Alesk~] 99503,(907) 561-5040
ALASKA ,i,dlROFImeFITAL COi TROL $61 uiC S, IFIL
PIPING SItAI.I. BE !?ITTED WITfI A MEEttANTCAI, NAT!iRTIGIIT
CALDER COEPI. IN(~ ON Tilt[ OIF!q,ET AND INLET OF
SEPTIC TANI(. PTPIXG SIIAI,L BE 4 IN(HI SOL[II PV[ ASTSI
D303i OR CAST iRON, SLOPEI) A MiN[MU~ OF !/4" PElt FO0'['
i~f'l'}[ A MINIMUM OF J EEIU[ Oi COVER.
f'~ c l,.: I;xS~ALLED AS DESIGNATE[) AND CAPPED
,.,..'F,ANOL,~_ SII.qL1. '~ .......
N[TII AIR TGWE RAiN CAPS (.~!>~ CAPS OR EQUJVALEX'i , XNI)
EX'iENI3 A MINIMUM OF R FEE'[ ABOVE GROUND LEVEL.
.>EI., Af I
DIE SAND Ei!,!F.R SiI,\i,!, 51E171' TIlE FOLLOI~IN(~ ?,i.O.A,
CRITER!ih;
SIEVE SIZE (MM) PERCENT FIXEI,~ U'f I\'E!GIIT
4 (:l ~5) 100
~i'60 (0.25) 5 75
~)200 (0.O7/!) 0 L5
TIlE GRA\Zl'iL EaR 'rile BED SIIAI.L BI; 0 5 'FI3 2,5 iNCH
SCRI(ENEI) Rf/CK l',rJqll LESS TI]AN 3% PASS FNG ¢2OO SIEVE
RESiDUAl ALI, SUIIS2ITUTES 5WST !lAVE PRIOR
APPROVAl, .
t ~,6 WA~ ON BE i. EVF;!. ANII RAKE.,9
THE BO'ITUM O? Tile ..... ~ ~ SIIAf.!,
WJTII TIlE BACKHOE BLADE TO INSURE TIfAT THE BOTm'O~ IIAS NOT
BEEN COMIV~CTG]) I)GRING I.XtAVA~ FaN.
TIlE U1STRIBUT[ON PIPI£ SHALL BE 4 INCH RIGID PVC WITH
A 5IIXI,,L, CRUStl STtU~NUTII OF [500 LBS 'ti,, PIPES .SIIAL!.
lie LAII) t,EVEI,, AND SPACED ACCORDING TO THF, DRAWINGS.
YlONITOi,I S'iAND'PIPES f;llAf,l, BE Pi. ACk'I) AS SIIOi~N IN THE
DRA~INGS. THEY SHALl, BE R~GID PVC ASTM D:3034, OR
OR ,1 IXCII fJIAMETER CAST IRON. TIlE SECTION SIlOWN
IIOLES MAY BE E]'['IWR DRILIASI) 0.5 IXCII IIOLES ON TIlE G INCtI
CENTERS ON OPPOSITF. SLUES O1' TUE PIPE, O1{ A HE[T[ON
REGULAR PERFORATED SEkq~R PiPE MAY BE CLA~iI>E1) TO TIlE
SOLID SEGTION NJTII h NO IIUB COUPLIN(; OR SOl.VENT JOINT,
A RUBBER RAiNCAP ~JiM CAP OR EQUIVALENT) SUALi. BE pLACED
OVER THE TOP DE THE
iF THE FINAl, GRADE OVIll,~ TIlE BED IS LESS 'I'ltAN 4 FEEl'
ABOVE FIlE GRAVEl,, [NSIJLATJON IS REQIJIREB, [;SING l)O~t
EXTRUDEU BIDE STYIIOFOASI BOARD. TIIIRE SHALl, BE 1 iNCH OF
J XSULATION I;[)R EVERY F[)OT Ol SOIL LESS TIIAN THE RIq(~UII~EI)
4 FEET OF COVER, BUT 'I'tIERE bU',ST BE A'i I,[',AST 18 INCiIES O'
5OTi. LVEN i'}!OUGIf [NSU!.ATiON IS UFiE1). TIlE SOl.il)
EXTENDING FROSI THE ~EP'I'IC TANE '[0 THh DRAINFILID 9HA!.i
1200 [~Jesl 33rd Auenue, Suite [3, Ancbraqe. Alaska 99503 0(907) 561 5040
,\iSO il;\Vi[ 4 VEi(T OF COVER OR AN EQUIVAI,IiNT LAYER Of
iN.qU.ATiON COMBINED WTTI! SOiL TO PREVENT lqiEEZING OF
iF iNSU1.AT[ON iS .NF}r? XF./ESSAR¥, '?HI(X '['H}'i GRAV]iL MUf~q BE
COVERED WiTH A I.A~ER OF A NONWOVEN FABRIC (SUCIi A'.~
MiRAFA[, ~iBRETEX 200 GRAI)~i, POI,Y FILTER X, OR
EQUIVALIN'f).
'rill( VOl" AND S fl/Ef~ Of TttE BED filtAZL BE PLANTED IflTlf A
I,,'H!TF, Cf. OVER AND RF.D PI£SCU!E MIX OR BLUE ORASS
; NSPECT i ON'.;
TiI]S I/ED 1,~Ji,I. i,~EQUII,lt! TIIREI'~ fNSI>I".CTJONS. 2HI VTRSi'
INSPECTION WILL BE OF file OPEN [iXCAVATION, TO ASSURE
qlIAT TIlE SYSTEM Ill INSTAI.I.ED iX PROPER STRATA AND
DEPT!i .
THE SECOND T N!~Pi:.CTION W IL[ ltl! PEI,~I:ORY~ED AFTER SAND PILl
1S INSTALL[iD, BUT PRIOR TO PLACEMKNT OF GRAVE.
THE i;iIA.ER !S PROPERLY iNS~A!,i[[D. THAT IT MEEFS
SPECIFICATIONS AND qflA[' IT FUI.FII,I.S 'FILE [NTENI'[ON
TI!E
TIi!( ]'IIIND !NSPRCT[ON lx'II,I. Bbl PRIOR TO BACKFILL AN[)
VERifY TIIAT DISTRIBUTION P[I)I':S ARE POSITIONED RROPERLV,
SUFFICIENT GRAVEL IS PLACED, AND TIlE SPECIFICATIONS
THL: I)US!GX ARE MET
STATION
THE liFT STATION SHAi,]. l/l( CONSTRCCTED BY ANCIIORAGE TANN.
FOR A 4 BKDROOM flOUF;E, A 1500 GALLON SEPfI( TANK 511ALI.
BE USI,iD, IN WIIlCIi TIIE L1FT STATION SITf/ WITIt[N 'FID,',
TANK
5.2 SKE TItK ATTACHED AXCIIORAGE TAXI( SPECIF[(AT[ONS; FOR
DETA1 iS
ALASKA ENVIRONI~NTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
OF-- ~
DATE. /'~ ¢-~o ~- [4
OATE --
/~e~.C','l_y, ~,ve,~ 4,s /~-'~ , rs ,'o.'~ ~o, TA' $'
ALASKA ENVIRONI~mNTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
~ OF~ ~
SHEET NO
OATE
Lot
ALASKA ENVIRONNmNTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
~ ~ ~ '~'~_ __ DATE
CALCULATED
4.5
'f ANK
FOR L, IFT SYSI'EHS
A, SEPllL; TANK
Sll'ii% TANK,
ACCOR[IANCE
Anchorage Tank & Welding, Inc,
2700 Porcupine Dr.
Anchorage, Alaska 00501
(007) 272-3543
c~l'lAl..I.., BE A biOl)]]:'IEI) ANC !ORA(:~: TANK
THI!!'. DESIGN OR ANALYSIS SHAL, L BIZ IN
NITH ACC[i' ~li!',O ENGINEER]]NG PRAC/FICE
AND I..,O..,AL, :,~EGLiI.,AFORY AGENC.[E~r,,
THE TANKS oHALL BE BESIGNIED FOR bOA[lNG
(.ON:[IT~ .)NS Ac~ RIEQtJ:I:RED E'~Y HtJN'.[CIPAL, AI',I[I STATE]
REOiUL, AI'IONS,
AL.I, WE].~I)ZNG ,:H.iAL, L. BE IN ACCOI(I)AUCE ~JITH
API~LI:CABL,I~ (,0I FZ,.~ CtN]O STANI)ARI)S
COA'F I NG ,~HAI..,L, BE TNEME]: I.I. 6"'II-65 HI-BU II..,D
TAN]( C[)AT][h~G AN[I APPI.,IErl AS -.OL ,(.t,JS.
SURFACE PREPARAT]X]N ALL., SLIRFACES MUST BE
I)RY, CLEAN, AN1) REASONABLY FREE OF' RUS'f' AMI]
HILL SCAL, F: EXCESS RUST, MIL, L, ~CAI.,E AND
~JEI.,I)~[NG SI..,AG SHAL, L BIE I::CFtOVE[I BY UIRE BRtJSH
01~ O]HER MEANS AS NECESSARY,
AI::'PI...ECAT]~ON ,.~FIALL BE A.[RI..,E,~,~ SPRAY TOUCH UP
WITH BRUSH OR
~l'l A I.~ I.. Ii~ E A C C 0 H PI.. I S H E 0 H ]. I' H
MAll::' I. AL, ANI) LI]]..,I.., NOT E]XCE]!}]] ~'%
SURFACE: TEMPERATL:I:dE oHALL NOT BE BEL, OW I+OF'
I::.~,,,I S L., 01.4 E R
OR 5 BEL, OLI i)EI,,I POINT HHICH "'"' R ,
INIEF),]:OR SHALl.., BE COA'I-EI) I'UO TIH~:!i; ANI) SHALL,
BE: A MINJEMUft OF' 20 DRY MILL, S EXTER]:OR SH::fl.~L.,
BE COATEI) C)NE TIHE ANI) ~l"t~lJ... BE ~ HINIHUH
C)F' 18 !)RY HIbI.,S.
Anchorage Tank & Welding, Inc.
2700 Porcupine Dr.
Anchorage, ALaska 99501
(9071 272-3543
OtJ'I'LET RISERS '.;HAL.L, BE GALVANIZED STEE:L, CULVi::iRT,
AND SHALL BE 5El· INCHES (MINIMUM), HIGH, SHAL, L
HAVE A MINIMUH NOMIMAL, DIA?:EI'E:I~ OF 2~4. INCHIES,
AND SHALL BIE CAPABLIZ OF BEING IEqUIPPED WII'I-I Tile
I::'OLLOW I NC:
A, A ,JUNCTION (NE:MA ~.I.X) BOX T/It EDUAi., BONOED
OR AYTACHEI 'TO THE
UI.., LISTEO I:L,~._C]R,[[,A., (,[)RI GRIPS, .[NSIALL, E~'
IN THE J..BOX,
A L, ID .... SI-tAI. I. BE FURNISHED WITH iHE ItlSER, :lit
SHALL., BIE CON~:~'¥1tUCTED OF F'IEER(;d,.ASS Oil EQt!i;VALENT
AGGREGATE I:'.I.N. ol4,
RISER INSTALL, ATION - I::.ACH RISER ,:~FIALL BE SI~ALE:~)
DR WELDED '1'0 THE 'TOP OF '1,Hli~ 'TANK IN ,~l](.l"l A MANNE:R
AS TO PREVENT tNFIL, TRATION /3F GROUND WATER
WHI:;llE PRESENT,
INSULATION
,, ,AI..,I.., BE PLACEf'~
I.., :[ [i,
Ri[.~]I f,~iX'TRU~iIED pOLYSTYRENt
:TN THE RISli:R B IRE:CTLY BEI..,OW
E,
]:NSLII.,,ATION - 2".,. oI-RAYI::L U~',LII ANE. ON
CIRCUMF'ERENCE OF' RISlii:R,
Anchorage Tank & Welding, Inc.
2700 Porcupine Dr.
Anchorage, Alaska 99501
(907) 272-3543
OF I:' OL, LOW].N[ ,
, SSM~,,, 115 VOL'f OR EQUAL,
1, 1/3 H,P HYERS '*
SCT. REENE'O PUMP VAUL, T (U,S, PATIENT ~UI, q. 39323)
59" I)EEP, 3/16" TI.iICI( HIGH-I)ENSITY PVC
CYCL:[~OE:I~ HOtJSES THE PUMP, LEVEL, CONf'ROLS
ANE~ SCREEN AND SERVES AS A BAFF'LE TO PREVENT
THE SCREEN FROM CLOGGING,
I'HE F']FI, ::.N 1-"]./*~ [miA, I..IOL, E~ ARE I. RII..,I,,:.D IN
THI=_ VAULT AT A L, EVEL THAT PLACES THEM AT
ABOUT THE NII)WAY I:>O:I:NT IN 'T'I'Ki I)E'PI'H OF' THE
· I.,.I TLC,,
FL, AP CHECK: ALL,ObIS 1'HE VAUL, T "FO I)RAIN qHEN
REblOVINI3 I:"ROifl 'TANK,
PUMP CONTROL, S ANI:! AL, ARM
C;ONTRO[., SIIA[.,I. BE ORIENCO
CONSISTING (;Il:: ',
SCREEN: 15" 'OIA, CYL];NDER OF HIGI.i.--EIENS1;TY
POLYETHYL, ENE 1/8" HESH CAST INTO FIBIERGLASS
BOTTOM,
Al.!., PL, UHBING SHAL, I.., BE PVC OR O'll'h;R NON ....
CORROllIING MATEI~]:~I ....
SYSTEM -
SYSTEHS (TM)
AUI3];BLE AL, ARM PANEL MOUNT t.,J]:FH A i'tlNIMUM OF'
80 I)B S lli'll;I PRESSURE Al' 2I.P-"]:NCFIIES, OP, RA'TIhG
'fEMPERATUI~E -3[ AF TO &,.,AC, COi',l'f 1NOU,.~ SOUND,
Anchorage Tank & Welding, Inc.
2700 Porcupine Dr. ~
Anchorage, Alaska 90501
(007) 27~-354a
OII.,-TIGI"I'¥ VISUAl., AL, ARH WITH PUSH-TO-SII..ENCE
I::'ILA'T'LJRE., AUTOMATIC AUDIO-'AL,ARM RE. oET,
:f.,F AMP HOTGR RATED TOGGLE SW].fCH, SINGLE
POLE, iliOLJBI.~E-TFII~,['J,I WITH THREE POSIT EONS',
HANUAL (MAN), AUI'OflA'FIC (ALITO), AND CENTIZR
(OFF) (H,O,A,),
I.l., NE:HA I.I.X-RA'Ili:~[I, FIBERGLASS, OR EQUAL,
ENCI..,O!;dRE WITH NJ. NOEl COVER,
L, EVE].., CONTROL, FLOATS SI-IALL BE; ORF_'NCO SYSTEMS ('fH)
MF2 CONSISfING OF 2 HERCURY FL, GATS ON AEhE.JS]'ABLE
PVC STEM WHICH ATTACHES TO VAUI..,T, ONE F:LOAT
SIGNALS AL, ARM; THE OI'HILF~ SNITCHES PUMP ON""OFF,
INSTAI_,LATION, AI.,L, PUHP:I:NG SYSTEMS oNALL BE
INSTAI..J.,E[~ IN ACCORDANCE WITH THE HANUFACTURER'S
RECOHHFNI~AIIONS AND S'fANDARDS,
onct rrkoJnln9
NEH~ 4X Junc'tlon box
.FLexllol. e hose
P' spr, e, yed ca.-e't:h~ne ,Foe,~
1/4' PVC p~pe Typ
! [/4'~ PVC check va, rye
[/4' cll~ droJn bock hote
! 3/8' bores 6' DC
~8' mesh potye't:hytene screen
1,5' dl= x :99' high
Re-I:oJntn9 ~J~gtes
1/3 hp eC'~.~uen'l; pump, vm-lous ~znui~Gc'i;u~es
LiFT STA~[3N DATA
; lO ~0 ~,= 30 3
GaLlons per ~
TYPICAL PUMP I~FORMANB~ CURVE
SIZE SHELJ. B C
1~50
1500
L~ G~JGE
tO GAUGE
A
145
81'
la9 3/8'
40 1,/~'
64 ,518'
(3 BE~RDDI~,
N~I'E
SIZE CHART
LIFT SI'ATIIIN TAN~S MU~T B£ FoO r~LLI~N~ LARF~R THAN
STAND,A,RI) TANKS FDR SAME APPLi'CATZD, N
,TBR ANCHORAGE AREA B 'OUGH
Department of Environmental 6~uality
3500 Tudor Road
Anchorage, Alaska 9950'?
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME,-Z/-'~'' rZ~:'~/''/~--'/'/'"¢ MAILING ADDRESS
LOCATION /~;~'~,~2/~ ~, ¢, r-~z ~ .
SEPTIC TANK:
DISTANCE
FROM WELL ."2,¢"
INSIDE LENGYH
, ,: ,..~ ;? ¢~ .:..;: ~;~., <:: c" NUMBER OF
MANUFACTURER-'_(''?': fL' /" /-'~"' ~-'~ATDRIAI. '~'~":' '£; Z COMPARTMENTS
INSIDE WiDTII LIQUID DEPTH LIQUID CAPACITY ~I-~GALL~S
SEEPAGE PIT: . / /
W JOTH ~ / ~ ~r
NUMBER OF PITS / DIAMETER _ OR LENGTN DEPTH
LINING MATERIAL/' /'-~/,//' (,~;(('(~RIB SIZE: DIAMETER. DEPTI-I_~/¢~ DISTANCE FROM:
,--¢ / TOTAL EFFECTIVE
BUILDING FOUNDATION___ NEAREST LOT LINE
/
WELL /~:: /~
ABSORPTION AREA (WALL AREA) ~/'¢~¢"'- SQ. FT.
ADDITIONAL ABSORPTION
WELL:
BUILDING
FOUNDATION
CESSPOOL
APPROVED ....
CONSTRUCTION z:('v
NEAREST . / NEAREST
LOT LINE //7 //
............ SEWER LINE
OTHER SOLJRCES_ /
DISAPPROVED REMARKS
DEPTH DIBTANCE FROM:
TANK ~ ' ~ , SYSTEM
INSTALLED BY: ~Z z'
PIPE MATERIAL:
LOT SLOPF'
R EMA R KS: ~-~
DIAGRAM OF SYSTEM
DATE
GREAter ANCHORAGE AREA BOkdUG'I~ ¢<~'' d- // ~198
DEPARTMENT OF ENVIRONMENTAl. QUALITY '=- .- _~P~RMIT NO,
3500 TUDOR ROAD POUCH 6 650
ANCHORAGE. ALASKA 99502
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION__ '~/'~¢'~;
"EGAg DESCRIPTION '7/~"/~.! /~2
INSTALLATION Of: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
OTHER
FINAL ]NSPECTION~ 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INBPECTION BY THE:
HEALTH DEPARTMENT AUTHGRIT~ WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK ~--/
SEPTIC TANK TO SEEPAGE PIT WALL / ~ /
, DRAIN FIELD
SEPTIC TANK SEEPAGE PIT , DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TAN K '~"~{ , SEEPAGE Pit
DRAIN FIELD , ALSO CONSIDER AREA WELLS
WATER MAIN TO SEPTIC TANK t/~i [ SEEPAGE Pit
DRAIN FIELD __
, DRAIN FIELD
SEPTIC TANK, ~ -, SEEPAGE PIT -
TO ~lVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING ~AP OF
EXCAVATION 5 FEETINTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST }~ON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
~ITTEDWITH AIRTIGHT REMOVABLE CAPS
GRAVEL BACKFILL
CONFORM TO E~OROUGH REGULATIONS REGARDING INSTALLATION.
DIAGRAM OF SYBTEM
CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATEr ANCHORAGE AREA BOROUGF~ ORDINANCE NO 20-68 AND THAT THE ABOVE
DEPAR IMt-
] 2 _~
MUNICIPALITY OF ANCHORAG~
OF HEALTII ANO CNVIRONMEN
279-25].], ~x~. 224 or 225
~].: Time 11:00 a.m. -ti2: Timo
Dai:e .-7 T~.l-.-1.7..7..?__ _~.0_n~day Da kc
/)arc RLC...1V~].
PI)OT E!C 'F 1 ON
(;
July 8, 1977
DaLe
]'nap _P_~:,.a.. ~t.t' ............. ].nsp ].m;p
RLQU.I,,~[ l"O]t APPROVAL OV i~]D]V}O[IA¥, ,%F, WI,iR AND r,~'^,,,,,r~,,~ ~,~, lAC" ' I, ,, ~,,',e
Lending Zn;Jtit:ulion Requeau: Firs~._~
Mailing Address:
Post Office Box 4-2200 99509 Phon~q:
2, Proper'cy Owner: Lloyd Morris Phono: 344-6515
Ma:i. lin9 Add]'ess~ Star Route A Box 261-M
3. L,ega] Descripulon: T12N R3W Section 33 Lot 62
Single Family Residence: (
Mnlh:iple lamely Residence[
Nul~b¢~r of ]~ icl. COilS:
Ntllllbev Of B~.~dro(Jlft[;:
We].]. ' ...... Communi tV/P tb'l 'i,'.' Sy:':cam ( )
,.y. LeiS. Individc. t'tl W~II (x:~
Permit .................. Depi:h of We].l ................ Well Log cm l:~_c ( )
Coni % ruction Bacteria] Anal ysls
Sewage D:iaposal Sysnenl: On~sJLc Systenl 6(9 Public U[:i]iLy ( )
Adequacy test is non requested, please ensure that proper distances
i~ermil:c~iteria is met ~,~l-~@.rcej is no evide~q-,9~tg~ll%q:rface seepage
Septic Tan]< SJ. zc~ Manuf~chur:~r
Absorption Area Soil:; Rate i>!ater:ial
'1~ Distances: We]..] Po Septic '['a]n.]< I:r) Absorption Area
t.o Nearest ]hot Line
Area
Dapart£aell[-. of [Ioalklq and EnvJ.¥.'onmc~ta[ Protcci;±on
R~queak. [or Approval o(_ ]indJv'idua] ~Jcw~: and Watze't" Facil[tioa
Leqa]. Description:
T12N R3W Section 33 Lot 62
Affadavit Attached: ( ) Let'Lez Attached
Approved: Date:
Disapproved: Date:
Depart:mont Worksheet:
MUNICIPALITY OF ANCHORAGI:
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street, Anchorage, Alaska 99503 -- 274 4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
I. Type of Inspection:
2. Proper'tv Owner:
CMRO VA
Lloyd V. & Joan T. Morris
FHA
CONV XX×
Mailing Address:
Name of Buyer:
SRA Box 261-M Anchorage, Alaska ~a~5~one
344 6515
Mailing Address:
Name of Lending Institution:
Mailing Address: P 0 Box 4-2200 Anch. Ak. 99509
Name of Realtor or Agent:___
Mailing Address:
Day Phone
First Federal Savings and Loan Association
Phone 274-6561
Phone
Legal Description:
Location:
Lot 62 Section 33 T 12 North, Range 3 West
7. Type of Facility to be inspected:
8. Water Supply
Type of Supply: Public Utility
If Individual, number of dwellings presently served
If Individual, depth of well Unknown
9. Sewage Disposal System
Type of System: Public Utility
Single Family Residence No. Bdrms. 3
Individual XXX
Individual (on-site) XX×
If Individual, date ofinstallation
10. An adequacy test is not requested. Please ensure that proper distance criteria
is met and that there is no evidence of surface seepage.
Michelle Saeger Loan Processor
FQ037 (1/74)
1977
First F~d(~:~.~al !~avings an('[ Loan Association
Post Office Box 4,-~2200
Anoho~{g~ ~ Alaska 99~;07
S~0~J~ct: .Lot 62 Section 33 ~:.12N R3W
~?hc~ distances b~tw~)en th~ ~e.ll and the s~w~r syste~% nie~,t
~:,his d~par'~a;l~nt's approv~il. R'he. construction of the wc, ll
is satisfactory.
9;horo is no ¢~vJ.den(~e of surfaco sespag~ front th~ se,%~er
~ystem ~
there are any further q~(~stions~ please contact this
office 4~t 279.,-2511~ ~x~enslon 224 or 225°
Sincerely,
Robert ~o P~.att~
Sanitarian
FROM: DEPARTMENT:
INITIATED BY:
GREATER ANCHORAGE AREA BOROUGH
TO: DEPARTMENT:
DATE ANSWER
REQUESTED:
RECEIVER:
REQUESTED ACI-ION SCHEDULE
FOR INFORMATION ONLY
FOR IMMEDIATE ACTION
FOR YOUR CONSIDERATION
OTHER
PREPARE BACK UP INFORMATION
CALL ME BEFORE YOU ANSWER
NEED YOUR RECOMMENDATION
1975
,'~txtgle f~u~ily dw~lliu9.
274~4561, exton~ion 131.