HomeMy WebLinkAboutSOUTH ANCHORAGE BAPTIST CHURCH Lot 1 & 2us t) 0
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MUNICIPALITY OF ANCHORAGE
o DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER:
S-8288
DATE RECEIVED:
August 26, 1985
COMMENTS DUE BY:
September 20, 1985 a
SUBDIVISION OR PROJECT TITLE: --u �^
Lots 1 & 2 South Anchorage Baptist Church Subdivision
() PUBLIC WATER AVAILABLE
( ) COMMUNITY WATER AVAILABLE
s ( ) PUBLIC SEWER AVAILABLE
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COMMENTS: �tff-�
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71-014 (Rev. 5/83)
August 18, 1984
BILIM
humus
f C
ML i I
IBrr:; =a.nd
lmstmix
1
IML Grvl y
IIwet' i 1, t
-- - 1I5
I - I
jCH I
IBlul
ICH 1_2ii
IBrnIBH
LEGEND:
GW - we11
GM - st I ty
TH-2
!///I humus
IML ,
I---IDry
1ML I ;rv1
-C
I ,
:ML i 1 t.'
I E+rn; a.nd
M s t 1 1'1 i ,.
SOIL= TET HOLE LOG=S
TH-3
----- I humus
ML I
M s t 1 Bon
I _5
S '
I
1 0 r y 1 C 1 e a n
IMs t
ML 1Si1t/
IGry!Sand
Mst.IM1.x
-seep,
,.le t
_ 1
I- -1
CH
BI ii
1_20
---I BH
graded gravel and sand
sandy gravel
GP - plcorl:> graded gravels or
gravel -sand
ML - silt, fine sand mix
CH - clay, silt and mi,:=
FT - peat
J
Q -1 - sample and number
,
1160=
1// lhumus
IML IBrr,
SW I
i___ 1 L
1
F' i
1SW
IMstI
Gryl_lii
Wetl012
5;W ,
,_P
--- _20
1 CH EH
South Anchorage
Baptist Mission
TH
I!.!. I huma=_
IML Ern
I I
5
AW
,
Dr::: l
1 Grv:
IWe113112
I i_ l,:i
!Gr
_H '
B1u1_20
1---1 BH
,I
I
II
I
I
_10
1_20
I
SW - well graded sands and gravel
SP - poorly graded sand
=M - s.i 1 t '__grids
9- - =_.ta.t i c water table
BH - bottom of hole
JAMES B. ROBERTS, R. E., R. L. S.
Engineer Surveyor
360 W. Benson, Ste.20I
Anct,orage, tit:, 4q11I
n
SOILS REPORT:
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Field loila ir__=tingation was mode on wuyu=.t 1:= 198 b; J. Roberts, F.E.
Testborings were made with = 1`i _,dwell mounted drill utilizing _. 5.5 inch
=_slid flute auger. Test boring'- •H-' TH2 and TH are representative of
.:the foundation soils for the building footing- and are predominantli.a
silt sand mix, ML, with a bearing-fl.pa._ity of 2,000 psf minimum. Test
borings. TH-4 and TH are located for the purpose of determining soils
acceptable for septic system absorption, The SW, _P and Gh1 soils ob-
erved in these two borings demonstrate a design absorption rate of "
150 3F/BR and Getter on the average. The soils or, the =,to are generally
silty on the west and improve to ,and': on the :_=.t.. The entire site.is
cn underlain with blue clay :.t an average depth of IS to 20 feet. The
DEP'1'.0I' ENV I11ONRILN'I'A1,CON SElt"TI0N
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
April 26, 1985
James B. Roberts, P.E., R.L.S.
360 West Benson, Suite 207
Anchorage, Alaska 99503
i
SUBJECT: South Anchorage Baptist Church Septic System
8521 -DA -148 - Anchorage, Alaska
Dear Sir:
BILL SHEFFIELD, GOVERNOR
274-2533
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FNL pFA�L�P
/,pO/y l Op OF
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We have reviewed the plans and specifications for the subject project:.
This letter constitutes the permit required by A.S. 46.03.720(a) for
approval of sewerage and water systems.
It should be remembered that final approval will necessitate the submis-
sion of Engineer As -Built Plans. This will consequently mandate that a
private professional engineer conduct basic inspection of this project
so as to be able to sign off on as -built plans. Arrangement for this
inspection work is the responsibility of the developer. Any future
expansion of subject project will require additional approval from this
office.
Sincerely,
Steve W. Eng, P.E:;,
Environmental Engineer
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