HomeMy WebLinkAboutCAMPBELL HEIGHTS #1 BLK 8 LT 5oTs
GREF' ER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
/?/w~/~, t,t~' -,
LOCATION ~ ~Z'"//~'~ LEGAL DESCRIPTION L~Z~ ~//('~::' ~/~/~/~/~)/~Z-~'~ /~/{'~
SEPTIC TANK:
DISTANCE /~
FROM WELL~///~' MANUFACTURER d/s~/~'~''~'~'- MATERIAL
INSIDE LENGTH INSIDE WIDTH. LIQUID DEPTH
,,,~/~'-~'"~"'~-'~- NUMBER OF
COMPARTMENTS
I IQUID CAPACITY /~:) OD GALLONS.
SEEPAGE PIT:
NUMBER OF PiTS / DIAMETER OR WIDTH ~ LENGTH.~..,'" DEPTH 9 /
LINING MATERIAL CRIB SIZE= DIAMETER~DEPTH '-- DISTANCE FROM: WELL · ·
f .
BUILDING FOUNDAT,O.~O~. ~"AREST LOT LINE~~ ~ TOTAL EFFECTIVE
. ABSORPTION AREA (WALL AREA) ~7~ SQ. ~.
ADDITIONAL ABSORPTION
WELL:
TYPE ~'
BUILDING
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST
LOT LINE
OTHER SOURCES
DISAPPROVED
NEAREST
SEWER LINE
REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED
PiPE MATER AL,
LOTSLOPE, FIAT
REMARKS:
Form NO. EQ-031
DATE.~APPROVED
o.A,..~-.. . GRIn"ER ANCHORAGE AREA BOROU~-'!
DEPARTMENT OF ENVIRONMENTAL QUALII'~ '
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME ~;:~'~(('~'~ ""C~1~1'17't. ,.,JCL, ADDRESS [Zm~A~,a~41~ ,qf"r~ ~IK:. PHONE tl7~
LOCATION ~/$T ~/lA- LEOAL DESCRIPTION ~/C7' ~ J~J~'.~' ~t-~-~Z/~.~IZ~.~D~)~'J
SEPTIC TANK:
DISTANCE FROM WEL!
LIQUID CAPACITY /~ GALLONS.
MATERIAL '~ ~-~4Z' -~ 7'Z-~L NUMBER OF
COMPARTMENTS,
INSIDE LENGTH ~ INSIDE WIDTH
LIQUID
DEPIH
SEEPAGE SYSTEM:
NUMBER OF PITS
LINING MATERIAL
NEAREST LOT LINE
SEEPAGE PIT:
OUTSIDE DIAMETER.
,OR WIDTH LENGTH
· DISTANCE FROM WELL C'")O~fT~'t
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
., BUILDING FOUNDATION
SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
· FOUNDATION ~'
E TRENCH WIDIH
ACH LINE
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
WELL: TYPE LI(~I[ITt' DEPTH ~ DISTANCE FROM / WATER ~
, BUILDING FOUNDATION. SAMPLE ,, NEAREST
· _~.NEAREST / SEPTIC SEEPAGE / OTHER AJ~L.
LOT LINE ~ ~ SEWER LINE .,TANK ~ , SYSTEM , CESSPOOl ~' · , SOURCES
DISTANCES:
oJ.L CoJ7
DIAGRAM OF SYSTEM
SEWAGE DISPOSAL. SYSTEM m APPLICATION'~AND PERMIT.--
BO,L TEST R,'.,LTS b,~"b,;*," IF& ¢' TO BE ,NSTALLED BT
"-- ~'~-- NOTE:~ THIS PERMIT IS NOT VALID WITHOUT SOIl- T~ST
GREATER ANCHORAGE AREA BOROUGH
FINANCED THROUGH
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.
MII'~IIMUM DISTAN6ES, REQUIREMEHTS
WELL TO SEPTIC TANK ~//~//~ "~""~(~ 0 0
~ ' SEEPAGE PIT J~ /
TO RIVER, LAKE, STREAM.
CAS ' TIC TANK AND INTO CRIB CROSSING GAP OF
GRAVEl. BACKFILl.
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
GreaTEr ANCHORAGE AREa Borough
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.~}--.a~
INSTALLATION OF: 6EPTIC TANK -- SEEPAGE PIT f '/ f ? DRAIN FIELD
~P; AND BIZE OF FAC~LI~ TO BE SERVED ~ ~//~ ~/~
FINANCED THROUGH ~
COMPLETION "AT; ANTICIPATED _/~
· OTHER
TO BE INSTALLED BY/~/E'/'/~'/"/E' "' -'"r''~''/~ /'? ~'''~-"'~"//~"~'-"~' ~"~/*~'~' '
HOTE~ THIS PERMIT IS NOT VALID WITHOUT ~OIL T~ST
FINAL INSPECTION~ 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THI~
HEALTH DEPARTMENT AUTHORITY WILL SE SUBJECT TO PROSECUTION.
DIAGRAM OF SYS~M
MINIMUM DISTANCES. REQUIREMENT~
FOUNDATION TO SEEPAGE PIT ~'~ DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL /~'~
SEPTIC TANK '~/ . SEEPAGE PIT ""~')
ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TAN~K ,.~"~ SEEPAGE PIT /~'~ /
DRA,N P,ELD /F/
SEPTIC TANK. ~'~'~/ SEEPAGE PIT /~/2 DRAIN FIELD k~~J
TO RIVER. LAKE. STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
4 INCH DIAMETER CAST IRON SIPHON PIPES ON BEPTIC TANK AND SEEPAGE PIT
FIT'rED WITH AIRTIGHT REMOVABLE CAPS.
O"AVEL .AC' ,,LL F ;-/
CONFORM TO .O.OUGN REGULAT,(
HEALTH AUTHORITY
OR
R&M ENC""IEERING & GEOLOGI(' L CONSULTANTS
229 EAST 51st. AVE. --P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 000-35419
Civil Engineers Geologists Land ~urveyor~
.tAMES W. ROONEY, P. E,
MALCOLM A. MENZIES, P,E.,
,JAMES H. WELLMAN, P.E.
May 15, 1974
462026
?eninsula Excavating
171 Place Street
Anchorage,'Alaska 99504
1974
Re: Test Hole and Soil Log Report for Sanitary System, L6t 9, Block 8,
Campbell Heights Subdivision
Gentlemen:
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 Hay 13,
1974, and those procedures outlined in s letter dated September 13,
1971 by }~. loll Stricklnnd of the Greater Anchorage Area Borough
Department of Environmental Quality.
A single test hole was put down within the Lot 9 area for the purpose
of defining general subsurface soil conditions for the proposed sani-
tary system. Excavation was accomplished with a tractor-mounted backhoe
and the test hole was extended to a t0tal depth of 13.0 feet below ground
surface. The final log prepared for the test hole has been included in
Drawing A-O1.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & H ENGINEERING & GEOLOGICAL CONSULTANTS, INC.
JWR:ph ..
xc: C,~B/
ANCHORAGE FAIRBANKS JUNEAU
NOTE:
T.H. 1
5-13-74
ORGANICS
Silt, Some Sand, Gravel (SM-ML)
Gravelly Sand w/Cobbles (SW)
Silty Sand Trace Gravel (SM-ML)
Gravelly Sand w/Trace Silt (SP)
No Water Table
Test hole excavated with tractor-mounted backhoe.
.0.0'
0.5'
2.0~
4.0t
6.01
13.0' T.D.
Engineer,ng E~ Geological Consultants Inc.
&NCHO~ A(~I[ FA II~I~AI~KS ALASKA
LARRY TAYLOR PROPERTY
LOG OF TEST tlOLE
Anchorage Alaska
5-13-74 IscA~= 1"=2' IOWNeY JRS ICHKOeY WED I~'~°°.no. 662026 Imwano. A-O1