HomeMy WebLinkAboutBIRCHWOOD ACRES LT 6LoT G
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
MAILING ADDRESS
LEGAL DESCffilPTION
NO. OF BEDROOMS
~ DISTANCE TO: ~OO ~ ~ ~
~ Manufacturer ~~ ~,~ ~ Mate~,~~ ~ No. of compartment~
Liq. capacity in gallons Width
IFHOME~DE: Insidelength~ ~ ~ ~ Liquid depth
~O~ DISTANCE TO: ~ [ .. Dwelling PERMIT
~ Manufactur.r ~ ~ ~ Material k,.uidca.ac,tgin~allons
gQ = DISTANCE TO: Wellx ~ O~* Foundation ~ ~ Nearest lot line ~O PERMIT NO.
~ No. of lines Length of each line Total length of lines Trench t Distance between lines
~ ~ ~ ~ ~ ~a inches
O~ Top of tile to finish grade ~, ~ il Material beneath tile--~t O'1 inches Total effective absorp~o~r~__
Length Width ~ Depth PERMIT NO.
~ Type of crib Crib ~r
el Crib depth Total effective absorption area
m Well ~ ~ Building foundation Nearest lot line
m DISTANCE TO:
~t~s~.~ ~ O Depth Driller Distance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
pipE~ATERiALS ~ ;'~
SOl L TEST RATING ':
INSTALLER~ g g ~
REMARKS
~ ~~ DATE LEGAL
72-013 (Rev. 3/78)
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GREATER ANCHORAGE ArEA Borough
DEPARTMENT OF ENVIRONMENTAL QUALITY
:33:30 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456!
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
LEGAL DESCRIPTION ~"" lO ~'"' ~ ~ ~
INSTALLATION OF: SEPTIC TANK ~
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
PHONE
DRAIN FIELD ~ OTHER
SEEPAGE PIT
TO BE INSTALLED BY '
dOO ,~.~, NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING'~OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTME.T OF ENV,RO.ME.TAL QUALITY AUTHOR'TY U.JECT TO PROS CUT,O..
SEPTIC TANK SIZE 0 TYPE
~,,,~,EPAGE AREA ,-SJT~E~
SEPTIC TANK
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK '~
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE pIT X~LL ~~
, SEEPAGE PiT
WATER MAIN TO SEPTIC TANK ~
DRAIN FIELD
SEPTIC TANK,. ~ {~ ~ , SEEPAGE PiT ., D'R~AIN
TO RIVER, LAKE, STREAM. ' "'"t '''
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB C~OBSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK A~D SEEPAGE PiT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
CONFORM TO BOROUGH REGULATIONS R/A~DING INSTALLATION,
/ /
G ,A .A .B.
OR
LICENSED DESIGNER
<~X ~.rg~ DRAIN FIELD
, ~EEPAGE:~]T / ~.,/
.~_so CO""~IDER AREA w~;. ~
,~ ' ~EEPAGE PIT
TYPE
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2:8-68 AND THAT THE ABOVE
FORM NO. EQ-O! 6
CONSULTANTS, INC, 5024 CORDOVA · BO~. G087 · ANCHORAGE, ALASKA 995G2 · PH. 907~279-0,A83 · TLX. 090-25:360
July 1, 1977
R&M no. 751185
Michael Quarne
SRA Box 542
Chugiak, Alaska 99567
Subject: Soil Investigation for Sanitary Sewer Systems, Lots 4,
5, and 6, Birchwood Acres Subdivision, Chugiak, Alaska
Dear Mr. Quarne:
At your request of June 30, 1977, we conducted a subsurface soils inves-
tigation at the proposed locations of the sanitary sewer systems on the
subject lots. The investigation complied with those procedures required
by the Municipality of Anchorage Department of Health and Environmental
Protection.
This investigation which was accomplished on June 30, 1977, consisted of
three test holes. Test Hole 1 was excavated to a total depth of 12.5
feet below ground surface, Test Hole 2 was excavated to a total depth of
ll.O feet below ground surface and, Test Hole 3 was excavated to a total
depth of 15.0 feet below ground surface. The test holes were sited
according to your instructions and their locations are shown in attached
Drawing A-O1. Excavation was accomplished with a backhoe. Ail material
excavated was monitored by an experienced engineering geologist.
The topography at the excavation site was generally gently-sloping to
the southwest. At the time of the investigation the site had original
vegetation consisting of medium sized birch trees. The top of the test
holes were located at original ground surface.
The~s0ils encountered in the excavations are shown in the test hole logs
in Drawings A-O1 and A-02. The symbols used in Drawings A-O1 and A-O2
are exp-tained in Drawings B-01 and B-02. The logs display specific
conditions encountered at the test locations. However, subsurface
conditions may vary in other parts of the lots without any apparent
surficial evidence of the change. Groundwater was encountered in Test
Hole 1 at a depth of 11.5 feet. Bedrock was not encountered in any of
the test holes. At the time the holes were excavated, seasonal frost
was not present and permafrost was not encountered.
Based on the visual classification of the soils encountered and the
requirements set forth by the Municipality of Anchorage, percolation
tests were not necessary within any of the test holes on the subject
lots.
Ju~y 1, 1977
Michael Quarne
Page -2-
We appreciate this'opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can be of
additional service.
Very truly yours,
~ Staff~Geologist
· Dept.
Jim McCaslin Brown
Head, Earth Sciences
JA/JMB/gld
Attachments: Drawings A-O1, A-02, B-O1, and B-02
LOCATION SKETCH
Lot
Pierre Ln
Lot ~
15~. 3
Lots 4, 5 and 6,
Birchwood Subdivision
Chugiak, AK
Not to Scale
Distances shown are approximate
and have not been measured by
surveying methods.
LOG OF TEST HOLE NO. 1
Scale: 1"=3'
0!
ORGANIC SILTY SAND w/ '
SO~ GRAVEL 0.5 '
SANDY GRAVEL w/ TRACE
SILT (~ 5%) (GW)
Many Cobbles, Brown,
Slightly Moist, Dense
8.0'
ll.5'A. BI
-
SAND w/ TRACE GRAVEL,
TRACE SILT (< 5%) (SP),
Fine, Brown, Moist,
Dense
12.5'
T.D.
This log depicts subsurface soils observed
within the test hole at the location shown.
[SCaLE:see above J
CONSULTANTS, INC.
LOCATION SKETCH AND
TEST HOLE LOG
MICHAEL QUARNE
F.B.
~.NO. 751185
~DW8. NO. A-O1
LOG OF TEST HOLE NO. 2
Scale: 1"=3'
ORGANIC SAND w/ SOME SILT
SOME GRAVEL
0.5'
SANDY GRAVEL (GW)
Brown, Dense, Slightly~
Moist
3.0'
SAND csw)
Gray-b~o..wn, Slightly ~oi~.t0,
GRAVEL w/ SOME SAND (GW)
Brown, Dense,
Slightly Moist ~%
9.0'
/~A'ND (SP)~
Fine, Brown, Moist, Dense
...... 10.5'
SILTY SAND w/ SOME GRAVEL (S~4)
Gray, Moist, Dense
ll'T.D.
Groundwater was not encountered.
LOG OF TEST HOLE NO. 3
Scale: 1"=3'
ORGANIC SAND w/ SOME
SILT, SOME GRAVEL
--0.5'
SANDY GRAVEL (~'~)
:asional Cobbles,
Brown, Moist, Dense
10.0'
SAND (SP)
Fine, Gray-brown, Moist, Dense
15' T.D.
Groundwater was not encountered.
These logs depict subsurface soils
observed within the test holes at the
locations shown.
See Drawings B-01 and B-02 for
explanation of symbols.
ICKD: JMA /
/PATE: v-1-77 /
CONSULTANTS, INC.
TEST HOLE LOGS
MICHAEL QUARNE
January 3, 1978
Michael Quarne
Star Route Box 542
Chugiak, Alaska 99567
Subject: Lot 5 Birchwood Acres Subdivision
I~t_~irchwood Acres Subdivision
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated
on the permit, by authority of Municipal ordinance.
If you have drilled the well, a well loq should be sent
to this department to document the installation date.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Health~nd Environmental Protection
Sewer and Water Section
LNB/lJh