HomeMy WebLinkAboutMYRNA MAE LT 2
GAAB-HOd
GR[ ER ANCHORAGE AREA BOROUr
DEPRRTMENT OF ENVIFIONME~TAL 0. UALIT¥
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK: · .Azl//I///fT<~')~
.,/~ ,. ~ ~ 1. , ,h~?
DISTANCE FROM WELL~,;.~./J./~-->-~
LIQUID CAPACITY_ /'~2 GALLONS.
MAILING ~?~j~/.../~.~/~ //~../~/:.~.~/~//..~,,<~¥; PHONE
__ ADDRESS _ :
NUMBER OF
MATERIAL .-~ ~'"'/'~ -~:~' · ' COMPARTMENTS
INSIDE LENGTH_ ~ INSIDE WIDTH '~ DEPTH ~'-'-
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS__ /) OUTSIDE DIAMETER L~'~' OR WIDTH~~xj~ , LENGTH .- ) -:, , DEPTH.
NEAREST LOT LINEar/(;' '~'- /':~'~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) / ~*;/ ~SQ. FT,
TILE DRAIN FIELD:
LENGTH OF EACH LINE
~"[qE'A.REST LOT LINE
T~H
TOTAL LENGTH
OF LINES
IN. TOTALEFFEGTIVE~
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
DISTANCE FROM WELL
NUMBER OF LINES_ /'~'~'-'-'~ DISTANCE BETWEEN LINES
ABSO/~IC~N AREA___ SQ. FT.
DEPTH: TOP OF TILE TO FINISH GRADE
WELL: L--"$'/:?"'//'-/~>'X~://~'L'J DISTANCE FROM
TYPE.,.~u.~:'~x?~-'~L.,~'-'/~'' , DEPTH
,_~.~ NEAREST
, SEWER LINE. , TANK ~'~ , SYSTEM
WATER
_SAMPLE
LOT LINE CESSPOOL
DIAGRAM OF SYSTEM
DISTANCES:
, NEAREST
OTHER
, SOURCES 2~-
APPROVED. - · - , ,.?//./"J. - ~. ~,.;-- : -
G.A.A.B.
GREA'l.6R ANCHORAGE AREA BORudGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE. ALASKA 99502:
TELEPHONE 2'79-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
DRAIN FIELD OTHer
NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION= 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION,
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION 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
, DRAIN FIELD
SEEPAGE PIT /ZO
f
ALSO CONSIDER AREA WELLS.
WATER MA]N TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, ~ SEEPAGE PIT
TO RIVER, LAKE, STREAM,
· SEEPAGE PIT
/00'
, DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIBCROSSING G~P 05,
EXCAVATION 5 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 BOROUGH REGULATIONS REGARDING INSTALLATION.
DIAGRAM OF SYSTEM
[ CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS [N ACCORDANCE WITH SAID CODE.
,:._:: ? / ,, ,,,.., ,..
S,GNATUR
DATE /
R&M
Civil Engineers
ENGh EERING & GEOLOGICAL CONSULTANTS
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99603
TELEPHONE 907-279-0483 TELEX 090-35419
Geologists Land Surveyors
JAMES W. ROONEY. P. E.
MALCOLM A. MENZIES, P.E., L.S.
JAMES H. WELLMAN, P.E.
June 22, 1972
R & M No. 26533
RALPH FI. MIGLIACCIO
Engineering GeologlsL
Mr. James Heilala
P. O. Box 6131
North Kenal, Alaska 99611
RE: Test Hole and Soil Log Report for Sanitary System
Lot 2, Meyrna Mae Subdivision
Dear Mr. Heilalm
We are submitting herewith the test boring results and our comments regarding
soll conditions encountered at the subject site. This investigation was performed
in accordance with your request of June 21, 1972, and those procedures curl{ned
in a letter dated SelYcember 13, 1971 by Mr. Roll Strickland of. the Greater
Anchorage Area Borough Department of Environmental Quality.
A single test hole was put down within the Lot 2 area for the purpose of. def4n-
ing general sub.~urface soil conditions f.or the proposed sanitary system. Exca-
vation was accomplished with a tractor-mounted backhoe and the test hole was
extended to a total depth of. 10 f.eet below ground surface. The final Icg pre-
pared for the test hole has been included in Drawing A-01.
Ground water was not encountered in the 'test hole.
We appreciate being given this opportunity to be of. service 'to you. Should you
have any questions with regard to the above, please do not hesitate to con~act us.
Very truly yours,
R & ]VI ENGINEERING & GEOLOGICAL CONSULTANTS
JWR: wb
Enclosure
cc: Greater Anchorage Area Borough
ANCHORAGE FAIRBANKS JUNEAU
T. H.-I
$ -PI-72
SILT W/ORGANICS (ML)
GRAVELLY SAND W/OCC
COBBLES (SW)
0,0~
SANDY GRAVEL W/TRACE TO
SOME SiLT OCC. COBBLE/-"
(INTERBEDDED) (GM)
6.01
SANDY GRAVEL W/TRACE SILT
(GW)
No water table
Note: Hole excavated with D-8 dozer,
IO,d
,,j . Engineering ~ Geological Consultcmts
ANCHO,RAOE FAIFIBANi~9 ALASKA Jur~Au
pATE 6-21-72 JscAcE I"= 2' JDWN BY GAW
James Heilala Property
LOG OF TEST BORING
Anchorage Alaska
aY JWR IPROJ. NO. 2655:5 IDWO NO. A-01