HomeMy WebLinkAboutO'MALLEY FIRE STATION SE4 SE2 NW4
GRI", ,'ER ANCHORAGE AREA BO,,,.,dGH
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION (-~7~X~'~'~: /l /:~/1 I ,~" ~EGAL DESCRIPTION
SEPTIC TANK:
DISTANCE ~ NUMBER OF ~_
FROM WELL 7F~' MANUFACTURER MATERIAL COMPARTMENTS
INSIDE LENGTH /'~ INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY/~'~--~(~GALLONS.
TILE DRAIN FIELD:
NUMBER OF LINES DISTANCE BETWEEN LINES
TRENCH WIDTH ~'~£1N. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE
· / DEPTH OF FILTER
U IN. ABOVE TILE
IN.
WELL:
TYPE
BUILDING
FOUNDATION
CESS,~OOL
APPROVED
CONSTRUCTION
NEAREST NEAREST
LOT LINE , SEWER LINE__
· OTHER SOURCES
__ DISAPPROVED REMARKS
.DEPTH
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCE FROM:
DISTANCES:
INSTALLED BY: / ~
SEWER LINE DEPTH:
'PE MATERIAL'
KS:
DIAGRAM OF SYSTEM
~ G.A.A.B. :
[:,EFRF,;.TMENT" -' '". HERLTH FINE:, EI'..I',,,'IRONf'IEN]"RI. tO'TE. CTIL]N
'~'~:t~H:' E. fl..I/-"lZl['~: RE:'..' RNC:FIO'q'R3E RI':::.
':' """ " ~ L"_.'~'~I )
I' ERHI] I",IL]. (
FI L i ..Hl,l I .L: ~ 14OODRR[:, .CON~;T
L O C FI T I O N
LEGFIL
T"r'F'E OF SCI]~L RE:SOREFf'ION SYSTEf'I ZS: ...... IF. EN~H'
475EE'~ 'E'3_FIRE FEET
MRX]~MLIM NUhtE:ER EF E:EI}ROOf'1S = .=. E;OIL RI":ITING
THE REQUIRED _,I,:..E OF THE -,L }':L. FIE:S, ORF'TION _,¢_,IEM ~:5:
IL. IL.F- i H-- ::1_2 LEJ-.t ._:. It H:=. _,d"~,~.:-~ r~F."Fi%,,"EIl ..... [:, E: F"]" ~ ..... :.
' /
THE LENGTH D~f"IENE;~ON IS THE LENGTH (~l"~ FEET::, OF' "I"HE TRENCH OR D, RR~NFIELI>.
THE DEPTH OF ~ TRENCH OR P~T ~9 THE DI~]"FINCE BETWEEN THE SURF:BCE OF THE
GROUND RND THE BOTTOM OF THE ENCBV~-FION ,::ZN FEET>.
THERE ~ NO SET N~DTH FOR TRENCHES.
THE GRFIVEL. DEPTH ~S THE bl~BI~blUM DEPTH OF GRFIVE:L BETWEEN THE OU'TFF:IL.L PIPE
BN[:' THE BOI"TOI"t OF THE EXCFIVBT~ON (~N FEET).
............................
EJ'I-HE~. I:l CL~ISS ~ OR II NSF bPF'RO'v'E[) F'LRi",IT f'1~'¢ 6E ~NR~FILL. E[:,.
Fl COI'-,ITINI. :' _'2:'; HRINTEI'.,IRNCE RGREEMENT IS REL:.!IJIRED,. IF FI MRINTENFtI'.,I(]E
FIGREEMEN-r .[:5 NOT KEF'T CURRENT '~.,1_-i1_1 HR'-r' E,E REL-]UtRE[:, '1"O ENLH~..:,E THE SO.I:L
f E,...,t..RI: TI_N ..,'r_,]EI1 FII"4E,,.'"ZE' ~"011 I"lR"r' E,~: -'"' " "
. _ _-,~I['~,,..IEI...1 TI"'I FF:.I.,.Iz:,EL.I..J] .[U~'4.
IF: FI -" -c,:' c --" - IS __
L. LH ..... I -,~=,~Ell ':;ED THE I_ENGTH IE; ~":'
=.,.,. E~ FEET.
IF FI - :,:,:' c;,,q- .
_.LI' .... II _'r:i,EII IL:; UE;E[:, THE L. ENGTH I'.:H; 49. E~ FEET.
MII",IIMUM DIE;TRNCE 8ETI4EEi'.,! F:l 14ELL RND Rl",t"r' ON-SITE SEI.,.IRGE DISF'OSRL S"r'STEM
t. 00 FEET FOF.'. R PRI',,,'RTE WELL OR 2(~E'~ FEET FOR Fi PUBLIC 14ELL
SPECIF~CRTIONS RND CONSTRUCTION f>IRGRIRHS RRE RVRILRBLE '1'O INSIjRE PROPER
I NSTRLLRT t OF,I.
I CERTIF"r' THRT
:'L: I Rf'I FRHILII::IR HITH THE REQI. JIREHENTS FOR ON-SITE SEHERS RI",ID 14EL. L.E; RS SET
FORTH B"r' THE HUNICIF'RL. IT"r' OF' RNCHORFIGE.
2: I 1.4ILL INS'I"FILL THE E;","STEH ]:1'4 RCCORDRNCE .WITH 'THE CO[:'ES.
3:: I UN[:'ERSTRND THRT THE ON-SI]"E SEklER S'".?STEM I"1R"¢ REQUIRE ENL. RRGEHENT Il:' THE
RES I[:,ENCE IS REM(][:,Et...E[:, TO INE:I...UDE HORE THRN 5 E:E[:,ROOh'I$.
' FIF"F~2'ICRNT C E '~,]00t":,F:IR[:, CONS-F
· ", _ ........ .: ...... :_ ..L
6/1/76
[~OA
Cli mt ................
Drill gu. HWE
Proj..m No. 519___t.o,~-oNon_ 0_' !~ l 1 ey~.~R_o._a d
9 inch auger ~0 B-q0
h~?lhod
Fiald PorLy Stephe__n._so~n/Reas ~o~ooi,t. Johnson
Woo ;h.~r : sunnw
$olnpl~r drivenO no,~.~$, d~!pth circ'J;o~ion
S.4NiPLli,IG IflE FHOD,
Split,pooh=S.S.I.~ oF 2.5, Shelby
Mndifiad shelby tub¢=hf.S.'E~ Dio. drill
D.D.C., Chip $ompl4=C.S. Grab sompJ9
P~tcher barral =
Organics
Gray-brown, silty sanoy gravel
GM grading with more silt.
Gray-brown silt (HL)
GM, pebbles to 4 cm.
GM grading with less silt
O'Halll
Hol
'1
'Fo?al
Ground f:la'/.
See Figure 1
location.
1.4 split',
with
Coarse gravels (GP)
GM, grading with less sflt
Sandy gravels with some silt (GW)