HomeMy WebLinkAboutALPINE VILLAGE BLK 3 LT 18
01!23(2015 06:'2 07-345-0202 ALPINE DRILLING PAGE 01/01
Community Development Department
47x(7 Elmore St. • P.O.gra
Boy,1%650 Anchora� ge, AK 995 6so-httip /ANww.murti.org/onsite • (907) 343-7904
Well Decammic-Rinnimn j ^e,
Subdivision Block tot ! ,S'
7LL _ R, Section Let
Onsite Wear & WaSWWger PMgram codified 00otradw perfOnNing the- wall daminrnlssioning;
cedt;�lr.� .0 aGG
Well i
Cemmmsximang date i
-- �T Method AMC 15.55.06OLl a. O b. ❑ c.
local an: Uee the spade tee fd provide a drewing OP the propany ehwmng Me fallow ng ileus: -
• North anaw
• Decdpmmuned mu,
• dfherwhnterweltE on We property,
Two separate swing -6a dixtances f0reaae well shoran q; the d[avdng,
Note: Tale swl g -ft d"""aunt a1W he me3St M film eNhef pem'On@ t sintdar or the pmpmv C!$nCI3.
W
TV
GRE'
ER ANCHORAGE AREA B0F
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
]GH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME~~--~~~ MAILING ADDRESS 72~ '7° ,~,~¢ ,<tiC-//. q~'~'~/" PHONE??r./~: ",/-.~-/,,'¢
SEPTIC TANK:
DISTANCE /' NUMBER OF
FROM WELL ~ MANUFACTURER 6~-4T:;-~-,~ MATERIAL~f~S/'~ COMPARTMENTS
INSIDE L~NGTH ~ INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY ~ GALLONS.
SEEPAGE PIT:
NUMBER O~ .~TS'L__. ~AMETER ~ OR W~OTH'"~,' LENSTH----~, DE.TH----/~ __
LINING MATERIAE ~ h~ CRIB SIZE: DIAMETER~ DEPTH ~ DISTANCE FROM: WELL
I U ~ TOTAL EFFECTIVE
BUILDING FOUNDATION~ , NEAREST LOT LINE ~ ~ ABSORPTION AREA (WALL AREA) ~ SQ FT
ADDITIONAL ABSORPTION
WELL:
BUILDING ~--- /~ NEAREST --/
CESSPOOL ~ ' OTHER SOURCES
PPROVED / DISAPPROVED
DEPTH ¢~ DISTANCE FROM:
SEPTIC f SEEPAGE ,/~'d ~i~ /
TANK ~.~_~ , SYSTEM
PIPE MATERIAL:
LOT SLOPE:
REMARKS: .~
v
DIAGRAM OF SYSTEM
I
0..~,
· 12' 5~r'~' '[
APPROVED ~/),,~g/..,4,, C~ /,~('~/,k':/,"~?/
G.A.A.B.
Form No. EQ-031
GREaTEr ANChOra(TE Area Borough
DEPARTMENT OF ENVIRONMENTAL QUALITY
:3330 "C" STREET ANCHORAGE, ALASKA 9950:3
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT
PERMIT NO.
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
COMPLETION DATE ANTICIPATED
TO BE INSTALLED BY
NOTE= THIB PERMIT IS NOT VALID WITHOUT BOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SIZE ' SEEPAGE AR~:A SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
/
SEPTIC TANK TO SEEPAGE PiT WALL
SEPTIC TANK
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, /'0 0 /
SEEPAGE PIT ~'~ , DRAIN FIELD
/06 '
SEEPAGE PiT ~/
A-sO CONSIDER AREA WELLS.
//~) E SEEPAGE PiT
SEEPAGE PiT ., DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAS__T IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 IN_~CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREA~rER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28~-68 A~D THAT THE ABOVE
DATE ~' -- ~ ~ APPLICANT'S SIGNATURE / '3q~-7 ~J ~' I ~
TI'STING
POST ROAD May 16, 19 74 279-258!
ANCHORAO~. ALASKA W.O. 16625
ggsoI .
Darrell A. Lewis
925 East Fifth Avenue
Anchorage, Alaska 99501
Subject:
Seepage Pit Analysis
Lot 18, Blk, 3, Alpine Village Subd.
Dear Mr. Lewis:
Transmitted herein are the results of the subsurface investigation
performed near the seepage pit area on the above property.
Drilling was accomplished by Denali Drilling inc. with a truck
mounted mobile B-50 drill fitted with a solid core continuous
flight a~ger. Grab .samples were taken at 4' to 5' intervals by
pulling the auger from the test hole and removing the sample
from the flights near the bit. The soils were visually classified
.in the field in accordance with sheets 1 through 3 following
'the text. This field classification was verified by visual review
of the samples based on the same criteria, in the laboratory.
The drilling was supervised and the test hole was logged by
Peter Herstek, technician of our staff. The test hole was
logged as follows:
Depth in Feet
From To
Soil Description
0.0' 1.5'
F-4, brown peat
1.5' 7.0'
F-4, brown gravelly sandy silt, damp,
stiff, 1-1/2", ML/SM --~O
7.0' 13.0'
F-2, brown to grey silty qrave].!y sand,
damp, medium density, 1-1~2", SM .~ ~7~-~3
13.0' 18.0'
F-l, grey silty sandy ~ravel with occasional
cobbles (large cobbles at 16'), damp, medium
dense, GM _;~
MEMBER