HomeMy WebLinkAboutDOWLING LT 42B
GREA.FR ANCHORAGE AREA BOR,.,JGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
INSIDE LENGTH
SEPTIC TANK:
FROM WELL MANUFACTURER ~'~--~ MATERIAL COMPARTMENTS
INSIDE WIDTH LIQUID DEPTH
LIQUID C APAC I TY/~"~GA LLONS.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
DEPTH:
FOUNDATION
DISTANCE BETWEEN LINES
NEAREST LOT LINE~'~ ~'~ ~'~ TOTALoF LINEsLENGTH/,-~--~/
6~; ,_'~ TRENCH WlDTH~-.~IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE
,f~'I~T~'PTH OF FILTER
TOP OF TILE TO FINISH GRADE ~'~1 ~'%' MATERIAL BENEATH TILE__I
_ .IN. ABOVE TILE ~ IN.
WELL:
TYPE__ ~ ~T
BUILDING
FOUNDATION__
CESSPOOL
APPROVED
NEAREST NEAREST SEPTIC SEEPAGE
LOT LINE__, SEWER LINE__, TANK SYSTEM
OTHER SOURCES
DISAPPROVED REMARKS
DISTANCE FROM:
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE:
AF'PL I. CANT
LOCRT I ON
L. EGRL
I"1 El 1'-,~ I C: :[. Fi L. Z 'T 'm' Et F' Ft [-,I Ii: t. ;i F: F;! I..-_-'~ iE
DEPRF::TMENT OF' HERLTH RND EN',,,'IRONMENTRL PROTEC]"ION
25.'t. 8 E. TLIDOR F.:D.., RNC'HORRGE., Ri.':.'.
276--2;;i~2:1.
'.2-T; b_- L,J E: F-.'. F' E F.: I'-1 ][ l-
JOHN LRWTON
F'ETERSE:LIRG OFF DOWLING
L42B [:,OWL I NG :.-,LIB[.,
6200 -' ..... "- '1 '-'
F E:] ER:=,B _IRU
LOT SIZE
]:44-E~E::L4
2001..'10 ::, l.:.! l...l l-;l [;.'. [... FEET
]"'¢F'E OF SO I L. RE,_,uRE, T I E~N=,~=,TErl I S · [:,RR I NFI EL[.',~
MRX I Mt.IM. NIJMBER OF BEE.,F..UL~M:, = 3: :,'-U- I L RRT I NG (SQ F T,-. E,F. ....
]"HE REQUIRE[:,=,'-IZE OF THE SOIL RE,=,JRFTIJN"~'F , , r '='=,~=,TEfl"- , IS'
IZ:, E F" l- H = .7~=: L E I'-,11 ~3 T H = :.'IL 5 ::L ~.3 I~' R '-,,' E L ,,,,C., E F" 'lf- f-~ == ....
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINF'IEI....D.
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE
GROUND RND THE BOTTOM OF THE E)<CRVRTION (IN FEET).
THE TRENCH WIDTH FOR ~IS ~ FEE%
THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL F'IPE
RND THE BOTTOM OF THE EXCRVRTION (IN FEET).
t~;E,.:.-!LI i RE['.,
SEF"T I £:
TR1'-,iI<: $ I ZE= :I..LZ~LZ'~:Zt
BRC:KFILLING OF RN'¢ '-'"- '-" ' - ' ' ',"
=,~'=,TEM WITHOUT FIN81. INz, FECTION RN[:, HFPRC,,PIL 'rHZS
[:,EPRF.'.TMENT WILL BE =,LE, JECT TO FF..O=,EL. LITION.
MINIMI...IM DISTRNCE BETWEEN R WELL RND ANY ON-SITE SEWRGE[.,I=,PE~=,bL' '= -'-" .=,~::,TE. fl'-' '" ..... , I':::'
±00 FF'ET FOR R PR I',,,'RTE WELL ¢ ' "' '
JR 200 FEET FOE'. R F LIE, L IC: WELL.
F IL. HTIUN.=, RN[:, LON_-,TRUC, TION [:,IRGRRMS RRE R',,,'RILRBLE TO INSLIF.:E F'ROPE:R
I N:, I HLLR F I ON.
I CERTIFN" I'HRT
±: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
F'ORTH B9 THE MUNICIPRLIT'¢ OF RNCHORRGE.
2: I WILL INSTRLL THE SgSTEr,1 IN RCCORDRNCE WITH THE CODES.
2~:: t LINDERSTRND THRT THE ON-SITE SEWER SgSTEM MR9 REQUIRE ENLRRGEMENT IF' THE
RESIDENCE IS REMODELED TO INCLUDE MORE THRN 2: BEDROOMS.
2; I GNE[:, ' _ ~ ~
HF F L I CRNT JE~HN LRWTc~t4
ISSUED B'¢ .......... DRTE ................
June '10, 1976
R & M No. 6562S~
~. John Lawton
6200 Petersburg St.'
Anchorage, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
Lot 42B Dowling Subdivision
Dear Mr. Lawton:'
We are submitting herewith the boring logs, percolation results and our
comments regarding soil condi-tions encountered at the subject Site.. This
investigation was performed in accordance with your request of J~ne 4, 1976
and those procedures outlined in a letter dated July 15, 1975, by ~,~. Rolf
Strickland of the Municipality of Anchorage, Department of Environmental
Quality.
Two test .holes were put do%~n within the Lot 42B area for the purpose of
defining general subsurface 'soil conditions and conducting percolation
testS for the proposed sanitary system. Excavation was accomplished with
a truck-mounted auger-type drilling rig and the test holes were e:~ended
to a total depth of 19 and 17 feet below ground surface. The final log
prepared for the test hole has been included in Drawing A-01.
Ground water was encountered in the test holes at a depth of 6 and 7 feet.
Test Hole No. 2 was saturated on June 8, 1976 and the surface of ~ae water
was measured at 36" below ground on June 9, 1976 and 39" below ground on
June 10,1976.
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 & M CONSULTANTS, INC.
· /'
James W. Rooney
Vice President
.JWR/PJ/pe
xc: Municipality of Anchorage
6.0e
TH 1
0~0'
SILTY SAND (SM)
.1.0'
SAND (SP)
SANDY SILT (ML)
SILTY SAND W/
SOME GRAVEL (GM)
----2.0
2.5'
4.5'
SANDY SILT (ML)
7.0
W.D
TH 2
6-4-76
0o0'
SAND (SP)
.... 4.0'
SAND W/TRACE SILT
(SP) (SM)
· (200)
SAND (SP)
GRAY CLAYEY
SILT (ML)
SILTY CLAY-
CLAYEY SILT (ML)
..... 14.0'
19.0' TD
17.0'TD
TH 1 ·
· TH.2
Log Represents
Location of Test Holes
Lot 42 B
Dowling Subdivision
DWN:
CKD: PJ
Da/5: ~-!0- 76
SCALE: 1"=3'
i:l & M CI~NtIUi,.TANT~I, tHC.
Log of Test Hole
John Lawton
Anchorage, Alaska
1PR04. NO~
65.62f3
A-0Z