HomeMy WebLinkAboutTALUS WEST BLK 3 LT 11. Gi .ATER ANCHORAGE AREA B OUGH
~ Departmen3ts;f0 ETr~ti~n~l;:dta, Quality
Anchorage, Alaska 99507
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME /"/0~.~_.~ /VuQ~n~ MAILING ADDRESS~/~ ~50,~' /~-q! ~J
LOCATION /7~[Al:kfi~'~ltJ,//2//'f]gLZ-b~/ 1"~31~ LEGAL DESCRIPTION JOT
PHONE ~'<~/~-//--,5'cP'9 ~.
SEPTIC TANK:
DISTANCE ·
FROM WELL
INSIDE LENGTH ~
MANUFACTURER ~'~-~ ~S~ZEZ ('~. MATERiAL~Z~)~ /'77/~
NUMBER OF
cOMPARTMENTS
INSIDE WIDTH ~ LIQUID DEPTH '~ LIQUID CAPACITY
GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER_~ OR WIDTH /-~ LENGTH ~, DEPTH /~
LINING MATERIAL~-~~I~F& CRIB SIZE: DIAMETER~ DEPTH OISTANCE FROM:
BUILDING FOUNDATION,~ , NEAREST LOT LINE ~]1 TOTAL EFFECTIVE
WELL
· ' ABSORPTION AREA (WALL AREA) ~:~-~) .SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
CONSTRUCTION
NEAREST I NEAREST l~_ SEPTIC SEEPAGE
BUILDING ~)D I SEWER LINE TANK '.~ /~/-
FOUNDATION LOT LINE /0 '~ /~) , SYSTEM
CESSPOOL /'~)/~¢~' OTHER SOURCES /'~)/~'
APPROVED 'U"/ DISAPPROVED REMARKS
DISTANCE FROM:
DISTANCES:
PIPE MATERIAL: ~Z,.
LOT SLOPE:
REMARKS,
Form PW-026
DIAGRAM OF SYSTEM
.. ,~ II)lf/~,~
DATE 0(~'' ~z~,.~'~ /¢7~::~- APPROVED A
G.A.A.B.
GREATER ANCHORAGE AREA BOROUGH
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND
NAME OF APPLICANT
~OIL TEST ~ESULTS /~(/~/~- ~OTe, THIB
FOUNDAT'ON TO SEEPAGE PI~r 20 ft. DRAIN FIELD l.O ~:t ,J "
WATER MA~N TO SEPTIC TANK 10 ~t. --. SEEPAGE PIT ~0 ~t. 15;_~ ~15~__~ : :~J.~
T.H.- I
10~ 25, -72
Note:
ORGANICS
ORGANIC SILT
SOME GRAVEL
SILTY SANDY GRAVEL (GM)
Med. Dense ~
2.0~
5,0'
SANDY GRAVEL (SW}
I0.0'
SILTY SANDY GRAVEL (GM)
Med. Dense ¢.~
11.0
SAND, MED. GRAIN (SP]140
15.0'
SILTY SANDY GRAVEL [GM)
Med. Dense
No Water Table
Hole excavated with tractor mounted
backhoe,
II
Engineering ~ Geological Consulfont~
How(DFd Nugent Property
LOG OF TEST BORING
Anchorage Alaska
I,CH;~JE) BY W.E.D. IPRO,.t. N0-26540-4'8 DW(3 NO.
R&M
Civil Engineers
ENG,. , 'EERING & GEOLOGIC; L CONSULTANTS
229 EAST 51st. AVE. - P.O. Box 6087 - ANCHORAGE, ALASKA 99503
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.
October 26, 1972 R & M No. 26540-48
RALPH R. MIGLIACCIO
Mr. Howard Nugent
Star Route A, box 1591 N
Anchorage, Alaska 99507
Re: Test Hole and Soi! Log Report for Sanitary System
Lot 11, Block 3, Talus West Sub-division
Dear Mr. Nugent:
We are submitting herewith the test boring results and our comments regarding
soil conditions encountered at the subject site. This investigation was performed
in accordance with your request of October 25, 1972 and those procedures outlined
in a letter dated September 13, 1971 by Mr. Role Strickland of the Greater Anchor-
age Area Borough Department of Environmental Quality.
A single test hole was put down within the Lot 11 area for the purpose of defining
general subsurface soil conditions 4:or the proposed sanitary system. Excavation
was accomplished with a tractor-mounted bacldloe and the test hole was extended
to a total depth of 15 feet below ground surface. The final log prepared for the
test hole has been included in Drawing A-0I.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Shoald you
have any questions with regard to the above, ~ease do not hesitate to contact
ns.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS
James w. Rooney
Partner
JWR:wb
Enclosure
xc: GAAB
ANCHORAGE FAIRBANKS JUNEAU