HomeMy WebLinkAboutELMRICH VILLAS #4 Block 5 Lot 8 Public Information
GREF'-~R ANCHORAGE AREA BOP~'~GH
Department of Environmental Quality
3500'~ Tudor Road
Anchorage, Alaska 99507
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LEGAL OESCR,PT,ON r : . g,'ll
SEPTIC TANK:
DISTANCE /~[~
FROM WELL .
INSIDE LENGTH
MANUFACTURER
INSIDE WIDTH
MATERIAL .~{~ I NUMBER OF (~
· . COMPARTMENTS
LIQUID DEPTH ~ LIQUID cApAcITY GALLONS.
SEEPAGE PIT:
NUMBER Of PITS I DIAMETER OR WIDTH
t)~d, '
LINING MATERIAL iO ¢.~, (','~1 .J~ CRIB SIZE: DIAMETER
BUILDING FOUNDATION;~ , NEAREST LOT
ADDITIONAL ABSORPTION
, DEPTH ~1
LENGTH~ j
DEPTH (~! ~/'~
. DISTANCE FROM: WELL
TOTAL EFFECTIVE (~
ABSORPTION AREA (WALL AREA) ~ ~_ SQ. FT.
TYPE .~'~!.~, CONSTRUCTION ~,~11~
BUILDING NEAREST NEAREST
FOUNDATION __ LOT LINE SEWER LINE
CESSPOOL
OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DEPTH DISTANCE FROM:
SEPT lC SEEPAGE
TANK __ SYSTEM
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
Form PW-026
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
SEWAGE DISPOSAL SYSTEM
PERMIT NO,
, APPLICATION AND PERMIT
LEG A L DE SCR'
INSTALLATION OF: SEPTIC TANK
PHONE
DRAIN FIELD ¢ , OTHER
TO BE INSTALLED BY
COMP'ET'ON DATE ANTICIPATED /!,
pFRHTT VAI ID ~)NF YFAR
FINAL INSPECTIONs 24 HOUR NOTI~ REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL IN~ECTION BY TH~
HEALTH DEPARTMENT AUTHORI~ WILL BE ~UBJECT TO PROSECUTION,
SEPTIC
TANK
SIZE
MINIMUM DISTANCES,
5 ft.
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT 20 fee DflAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL 15 f~ e
WELL TO SEPTIC TANK ~4 SEEPAGE P,'I'
DRAIN FIELD ~/~* ALSO CONSIDER AREA WELLS.
D"AIN FIE~D 10 ft.
S~eT,C TA~. 25 ft.. S~e*~ ~'~ 100 ft... Oa*,~ F*~O 50
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO ~RIB CROSSIN~ OAP
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 BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
TYPE
DIAGRAM OF SYSTEM '.
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 26-68 AND THAT THE ABOVE
DATEDESCRIBED~/'SYSTEM 1, l. ACCORDANCE WiTH SAID CODE, ~/~"¢~'~--~-~~'~'~'~ ~...~_..-.~ ~
_ APFL,OA.T'S .,GNATU.E '-
T.H.-I
9-21-7'2
0.0'
ORGANIC SILT
W/SOME GRAVEL
SILTY SANDY GRAVEL
W/COBBLES
Med. Dense (GM)
SAND MEDIUM GRAIN
No Water Table
15.0'
17,O'
Note : Hole excavated with tractor mounted backhoe,
Engineering ~ Geological Consultants
ANCHOPtA(3E FAIREIANKS ALASKA ~UN~^U
Glacier ExCavating Property
LOG OF TEST BORING
Anchorage Alaska
iow, .~ G.A.W. IOHKO "~ W.E.O. IP~O,."O. 26540~.D.~ ,0.
DATE 10-2-72 ISCALE I" = ~>'
R&M
Civil Engineers
ENGI('-'ERING & GEOLOGIC/ ,CONSULTANTS
22g 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. MENZlES, P.E., L.S.
JAMES H. WELLMAN, P.E.
September 27, 1972
R & N[ No. 26540-36
RALPH R. MIGLIACClO
Engineering Geologist
]erry Conway
Glacier Excavating
P. O. Box 3364
Anchorage, Alaska 99501
Re: Test Hole and So~l Log Report J~or Sanitary System
Lot 8, Block 5, Elrlch Villa S/d
Dear A~. Co'nway:
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 o~ September 22, 1972 and those procedures out-
lined in a letter dated September 13, 1971 by 1V[r. RolJ~ Strickland o~ the Greater
Anchorage Area Borough Department o~ Environmental Quality.
A s~ngle test hole was put down within the Lot 8 area J~or the purpose o~ de~nin~
general subsurface so~l conditions ~or the proposed sanitary system. Excavation
was accomplished with a tractor-mounted backhoe and the test hole was extended
to a total depth o~ 17 J~eet below ground surJ~ace. The J~Jnal log prepared J~or the
test hole has been included in Drawin~ A-01.
Ground water was not encountered in the test h°le.
We appreciate beJn~ ~iven this opportunity to be o~ service to you. Should you
have any questions with regard to the above, please do not hesitate to contact us.
Very truly yours,
R
& /VI ENGINEERING & GEOLOGICAL CONSULTANTS
]WR:wb
Enclosure
xc: GA_AB
ANCHORAGE FAIRBANKS JUNEAU
September 22, 1972
SOILS TESTS RESULTS, R & M ENGINEERING
Glacier Excavating
Lot 8, Block 5, Elmrich Villa Subdivision
O. -3.0:
3.0-15.0:
15-17:
organic silt with some gravel
silty sandy gravel with some cobbles, medium-dense,G.M.
sand fine-medium grained with trances of silt. S.P.
NO WATER TABLE
FHA F~o~n 2573
Rev. July 1958
Form Approved
u.s. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Budget Bureau No. 63-R0296
FEDERAL HOUSING ADMINISTRATION
HEALTH AUTHORITY APPROVAL
INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM
PART I.--TO BE COMPLETED BY FHA
INSURING OFFICE
Anct~orage, Alaska
MORTGAGOR OR SPONSOR
MORTGAGEE SERIAL
ADDRESS
VISION NAME
NO.
NO. NO.
REPORT OF INSPECTIONBINDIVIDUAL SEWAGE-DISPOSAL SYSTEM
PRIMARY TREATMENT consists of [] Septic tank.
Septic Tank:
Distance from well feet. Material
Total liquid capacity,
Inside length,, feet. Inside width
Distance from: Well
Inside diameter,
[] Cesspool.
Number of compartments
gallons.Capacity inlet compartment,_
t~et. Liquid depth, feet.
feet; fi)undation feet; oearest lot line at [] front, [] side, [] rear,
feet. Depth, feet. Liquid capacity .gallons. Lining material
gallons.
SECONDARY TREATMENT consists of [] Tile disposal field. [] Seepage pits. Other
Tile' Dlapoaal Field:
Distance from: Well feet; foundation, feet; nearest lot line at [] froot, [] side, [] rear,.
Total length of tile lines, _feet. Number of lines, -- Distance between lines,
Trench width _inches. Total effective absorption area in bottom of trenches
Length of each line feet. Depth, top of tile to finish grade,
Type of filter material: [] Gravel. [] Broken stone. Other
Depth of filter material beneath tile,~ .inches. Depth of filter material over tile,
Seepoge Plta:
Number of pits .... Outside diameter, feet. Depth,
Distance from: Well, feet; building foundation,
Inapectlon mode by: [] State.
Date of inspection
feet.
square feet.
inches.
feet. Lining material
feet; nearest lot line at [] front, [] side, [] rear,
[] County. [] Local Health Authority.
Inspected by
19__
(TITLE)
inches.
REPORT OF INSPECTION--INDIVIDUAL WATER-SUPPLY SYSTEM
Distance to nearest public water main, __ __ feet. Size of main, .inches.
IndivMual wells [] ar(! [] are not customary in neighbgrhood.
Give most recent rtx:ord of failure of wells in immediate v~cinity to furnish adequate supply of water
Properties in neighborhl)od [] are [] are not being deveh)ped with both individual water-supply and sewage-disposal systems.
Lot size: feet w de, __ feet deep. Dwelling set back from front property line,. .feet.
Individual water supply fi'om: [] Drilled well, [] Driven well. [] Dug well. [] Bored well.
Diatonao of well from:
Building fl)undation
cast iron sewer, feet; tile sewer,
seepage pit, -feet', cesspool,
Well conatrucflon:
Diameter, inches. Total depth,
Approximate depth to pumping level of water in well,
Sealed watertight to depth of .feet,
feet; nearest lot line at [] front, [] side, [] rear,
feet; septic tank,. -feet; disposal field,
feet; other sources o£ possible pollution, ~'eet.
feet. Type of casing, Depth of casing,
feet. Approximate yield, gallons per minute.
Exterior space around casing sealed with: [] Cement grout. [] Puddled clay. [] Ordinary backfill,
Well cover: [] Concrete. [] Wood. [] Metal. Openings in well cover watertight: [] Yes. [] No.
Pumpt [] Shallow well, [] Deep well, Length of drop pipe, feet. Pump capacity
l.x)cated in: [] Basement. [] Pumproom off basement. [] Pumphouse above ground. [] Pump pit.
Pumproom properly drained: [] Yes. [] No. Pump mounting watertight: [] Yes. [] No,
Type of storage: [] Pressure. [] Gravity. Capacity, .gallons.
Has bacteriological examination of water been made? [] Yes. [] No. If answer is "yes," give date
Quality of water [] is [] is not satisfactory for human consumption.
Installation [] does [] does not comply with approved exhibits, if any.
Inspection made by: [] State. [] County. [] lax'al Health Authority.
Inspected by
Date of inspection 19
.gallons per minute.
19
feet.
GPO 889-088