HomeMy WebLinkAboutEARL RAY BLK 2 LT 9LIo
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' "APPLIC IT FILLS OUT UPPER HAI, 'ONLY
Property Owner --. ~? c.v ~-.~ ,~.~"(-...:-.~ / ~.~.. ~ ~ ~/~~ Phone
~ / ~ ~ Zip Code
Mailing Addre~ -- - ~
Address ~ ~ ~/.:~ "~1'/~ ~ Zip Code
Lendinglnstitu~'on ~ '~' ~' ~d~ ~ ' Phone
Address ~ Zip Code
Legal Description ~ ~ "~ X ~ /~ ~ ~ /~ ~ ~ ~. J /~
Type O,~singleReSi~nCeFamily '~~ ~ ~%/~::,[ ~O( O--
~ Multiple Family No. of Bedrooms . '~
~ Other
Water Supply
~ivldual A~ACH WELL LOG. A well log is required for all wells drilled since June 1975.
' ~ Community For wells drilled prior to that date, give well depth (attach log if available).
~ Public Utility
Sewer Disposal
lndividual Year Individual Installed:
Public Utility When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED.
~,.~ ~L~. Date
( ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
(~)
Soils Rating Date ~wer Installed Well To Absorption Area ~O~ Well Log Received
~ Well to Tank ~ ~ ~ Septic T~k Size
72-023 (3182)
ADEQUACY TEST
WATER AND SEWER INSPECTION
WELL iNSPECTIONS AND
FLOW TEST
SiTE PLANS
ROAD DESIGN
SOILTEST
ON SITE WASTE WATER
DISPOSAL SYSTEM DESIGN
EXCAVATION WORK
Re/Max Realty
ATTENTION: Darlene Nicolaysen
P.O. Box 848
Eagle River, Alaska 99577
ROBERT A. SHAFER
CIVIL ENGINEER
December 14, 1983
694-2979
Dear Ms. Nicolaysen,
REFERENCE: Lot 9: Block 2: Earl Ray Subdivision
A sewer system adequacy test was performed on the system located
on the referenced property, as you requested. The septic tank
was pumped and verified to have a capacity of 1000 gallons. The
seepage pit was tested by charging the system with 1000 gallons
of fresh water and after a period of 24 hours approximately 865
gallons had percolated out of the crib.
It can be concluded from this test that the waste water disposal
system serving the three bedroom trailer located on this property
is currently functioning adequately. However, the system cannot
be guaranteed against subsequent failures.
If we may be of further service, please do not hesitate to contact
~ !O~l~VA.-SHAFER~ P.E.
AS/ss
cc: Municipality of Anchorage
Department of Health and Environmental Protection
SRB 196X EAGLE RIVER, ALASKA 99577
CHEMICAL & GI~.~£OGICAL LABORATORIES t.x; ALASKA, INC.
TELEPHONE (907)-279-4014 ANCHORAGE INDUSTRIAL CENTER 274-3364 5633 5 Straet
Drinking Water Analysis RePort for Total Coliform Bacteria
TO BE COMPLETED BY LABORATORY
TO BE COMPLETED BY WATER SUPPLIER
WATER SYSTEM:
-. / I.D. NO.
Water System Name ~ Pho~l~'No.
Mailing Address
City
MO. Day
SAMPLE TYPE:
[] Routine
[] Check Samp· (for routine sample
with lab ref. no. ,
[] Special Purpose
SAMPLE
NO. LOCATION
I
I
I
Year
Zip Code
Analysis shows th s Water SAMPLE to be:
~ Satisfactory
]-- Unsatisfactory
[] Sample too long in transit; sample should
not De over 48 hours old at examination
to indicate reliable results. Please send
new sample.
Date Received
Time Received
Analytical Me, thud:
[]Fermentation Tube
[]~*Membrane Filter
Lab Ref. No.
I I
I
Result*
*No, of colonies/100 mi, or No of Positive ~ort~ons
READ INSTRUCTIONS
BEFORE
COLLECTING SAMPLE
06-1220 (b)
Rev. /978
Lab. NO,
presumptive 10mi /0mi 10mi /0mi /0mi 1.0mi 0.1mi
. 24 Hours
48 HOURS '
Confirmatory
24 Hours
48 Hours
EMB Broth ;!4 hours: Broth 48 houri:
Multiple Tube Report: 10mi Tubes Positive/Total /0mi PortlOll$
Membrane Filter: Direct Count Collform/100ml
,L ~-- Collform/l OOml
Final Membrane Filter Results
ADEQUACY 'rEST
VVATES AND SEW EP, iNSPECTION
WELL INSPECTIONS AND
FLOW TEST
SITE PLANS
ROAD DESIGN
$OILTEST
ON SITE WASTE WATER
DISPOSAL SYSTEM DESIGN
EXCAVATION WORK
ROBERTA. SHAFER
Re/Max Realty
ATTENTION: Darlene Nicolaysen
P.O. Box 848
Eagle River, Alaska 99577
December 14, 1983
CIVIL ENGtNEER
694-2979
Dear Ms. Nicolaysen,
REFERENCE: Lot 9: Block 2: Earl Ray Subdivision
A sewer system ade~acy test was performed on the' system located
on the referenced property, as you requested. The septic tank
was pumped and verified to have a capacity of 1000 gallons. The
seepage pit was tested by charging the system with 1000 gallons
of fresh water and after a period of 24 hours approximately 865
gallons had percolated out of the crib.
It can be concluded from this test that the waste water disposal
system serving the three bedroom trailer located on this property
is currently functioning ade~aate].y. However, the system cannot
be guaranteed against subse~ent failures.
If we may be of further service, please do not hesitate to contact
/
/cc~ ~unicipali~y of Anchorage
Department 0£ ~ealth anG D~v±ro~mentaZ ~rotec~ion
EAGLE F{!VER. ALASKA 99577