HomeMy WebLinkAboutT12N R3W SEC 18 N2S2SE4SE4PTNi
F'ERH t"1" NC
FIF:'PL. IC:RNT RLFi'.:.;I<FI F'OLLUTION ......... -:rff.,!TRFIL F' FL I:, -','t:.., J..'~t..~3:74
LCIC:RT I ON OLD CiEHFIRD HH'¢., F-INCH.
T'T'PFT OF' S[II FIE:'.'~CIRPTICIt",! :,?=,t~H IL:; TF.:ENCH
:2:44 - 5 02.: E;
;2±78FJE.~ !=";E!URI~:E FEET
i"IFt::-::ii"1_H NUMBER OF E:E:_P.,F.:OOi','tE: =
, ] ,. E,F. ......:Lf~O
SOIL RRTING ,::9Q ~-'''' ",- ._
THE REQLIIRED SIZE: OF THE SO]:I.~ RDS~!F.!~'TI~ SYSTEM IS:
THE LENGTH C,~ME:NSZ3N ~ THE L. ENSTH ,::~N FEET::' Clg THE "F~,t:~]r'u ,-,~' C, RR~NF~ELD.
THE DEPTH ElF' FI TRENCH OE' pT1" T,= '~" ....... ~::E OF THE
THERE IS F,IO : ~,~' ~ , , - ~ ~ '~
THE GRWv'EL DI ~,m~ ~rob~% ~'~0~ "FRL. L F, IF'tZ'
fiND
THE
EIOTT(
PEF:!M i T RPPL I l FIh!T
INSTRL.LF!TION INS
l'.,llJhlE EE' OF RE'2 I E E
E:FIC:KF' ILL. I NG OF
DEPRRTHENT ~,!:.r. .....
E:,UR I i'-,!G THE
'::, THE
H I N I MUH [.', I STRNCE 'TEM i S
iE~k] F'EET FOR R PR ........ -.---.~.r::L~. DEPENDING
LIPON THE TYPE OF ~ . _.
M!NIMLIM [:,ISTRNCE FROM R PRtVRTE HELL TO R F'RIVRTE SEHER LINE IS 25 FEET RND
TO F! COMMt..iNIT'¢ SEt4ER LINE IE; 75 FEET.
OTHER REQUIREMENTS MRY RPPLY. SF'ECIFICRTIOF,IS FINE:, CONSTRLICTtON [:,iRGRRMS RRE
R',,,'RILJ::~BLE "FO INSURE PROPER INSTRLLRT ION.
I ::EF4'T I FY TFIFI] '~
!' I Fff'! FFff'IZL R I.,.!iTH THE: REQUIREMEF~'~ F:Ti~~ rN-]'::T~F:~'~Et4ER'~ FIN[:, HE ~c: R~ BET
B'¢ [~'IC~NIC:IF'BLZTY OF RNC:HORFIf~E. T ''
F'ORTH 'T
'w""
2 Z HZL. L.. THE .=, =,T._M iN RCCORDFtNCE H!TH THE C:ODES.
3: Z "" "-'T~~
F~F'F'L t CFtNT FIL. RSKR PCiLLUT ! OF,I C:rlNT~'f-it ~
............... .............
So~! ~est
Date, :.August, 2~t i981
Lo-~a~ion~:S~iS~ SE~ASI8:t Tlg~t R~ S~. grid' 253I
r ~0:~r
It:' o~ O~d Seward Kighway c. en~erline
SO0.~ ~ of'~O'~alIe.~~ Road centerline
Mefhod' ~ba~khoe hoIe -- S,am~le take'~ at 8' but. no~ sieve-analyzed
OAA§-HD-I
GR/-~"~ANCHORAGE AREA BOROt""-~'~-~',,
DI:rAFI,I~IEBIT OF EBIVIRONI~IENTAL QUALI, ~
3500 TUDOFI ROAD ANCHOFIAGE, ALASKA ggs07 279-8685
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION ~.~:,~/~/~-'"'~ ~,~'-'"'
SEPTIC TANK:
DISTANCE FROM WELl,
LIQUID CAPACI]Y
NUMBER OF
~ MAIERIA[ c.J'~/~"'~'''~--' COMPARTMENTS /
/~'~'?'~-"- ""~-" ~ ~--" "/~' '"'"~-""/"'~"'~'~"~'~LIQUID
GALLONS. INSIDE LENGTH ~ INSIDE WIDTH ~ DEPTH__
SEEPAGE SYSTEM:
NUMBER OF PITS / OUTSIDE DIAMETER / OR WIDTH
/
L I N I N G M A T E R I A L ~.~::'//~"~--~"/-/.-~..r' ~"-~"-"'/~,~--7~ . DISTANCE FROM WELl. '/'"'~:~'
NEAREST LOT LINE ,.~,X.<~ ,~',..,.~---,~,m"" TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
SEEPAGE PIT:
, LENGTH
BUILDING FOUNDATION
SQ. FT.
TILE DRAIN FIELD:/"///'~"
DISTANCE FROM WELL ....~'"'~,~, FOUNDA~ , NEAREST LOT LINE.
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE
TOTAL LENGTH
, OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILE__
WELL: '~'~"~::'
TYPE .>-".,,~/~/~z~/.~',~/.~-- DEPTH ,~,:~'-~"
/ · NEAREST SEPTIC
LOT LINE ~"~", SEWER LINE "~' ~ ,TANK
DISTANCES:
DISTANCE FROM
· BUILDING FOUNDATION.~'"~
SEEPAGE
,a(''~/'''./'''''''''''''''''~ , SYSTEM_
WATER
SAMPLE .,"'6/*'~,//-/~'~ . NEAREST
OTHER /~'"'~'~/'~'-'
, CESSPOOL ,~-"9,/~'/''- , SOURCE -S~~-'~'~/~-///
DIAGRAM OF SYSTEM
J [ C :z';,,~,,~/~-,~,.2 :~'J '
G.A.A.B.
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
SEWAGE DISPOSAL SYSTEM -- APPLICATIOIq AIqD PERMIT
PERM IT NO, ~'?'~/~/¢
INSTALLATION LOCATION
INSTALLATION O": SEPTIC 'ANK
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: ;~4 HOUR NOTICE REQUIRED. BACKFILLING OI~ ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION,
SEPTIC TANKS= TYPE SEEP^GE AREA S'= lO
DIAGRAM OF BYSTEM
MINIMUM DISTANCES, REQUIREMENTS
POUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT ~ ~ ~ DRAIN FIELD
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK ., SEEPAGE Pit
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK ~0~'
DRAIN FIELD
, DRAIN FIELD .
· SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK , SEEPAGE Pit
DRAIN field 5~)~ i(~O~
SEPTIC TANK, SEEPAGE PIT , DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON iNTO AND OUT OF SEPTIC TANK AND INTO CRIBCROSSING GAP OF
EXCAVATION S FEET-INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROU(
EGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GR~HORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
Portion of N1/2 of the S 1/2 of the SE 1/4 of the SE 1/4
(N 1/2 S 1/2 SE 1/4 SE 1/4) of Sec. 18 T12N Range 3W
Seward Meridian, Lying west of the Alaska RR Right of Way
Paul Boniface
5800 E. N. Lights Blvd.
333-5187or 333-1311