HomeMy WebLinkAboutBEEDE BLK 1 LT 3AOnsite File
Beede
Block 1
Lot 3A
#042-081-31
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L' Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
0 SEPTIC ABSORPTION
Address ~C~ ~/~ ~ TANK FIELD WELL
Phone(s) ~ Pe, mit No. ~No. of Bedrooms WELL ~
~ALo~sc.,.~o. LOT LINE tto~ ~ ~0 ~ ~ '
Block ~ Subdiwslo~
Lot~ I 6~P~ FOUNDATION ,='
Township, Range. Section l~ ~
T /~/ ~ ~ ~/ ~ ~/ AS-BUILTOlAGRAM(Showlocat,onofwell, septic system, propertyhn~n,~
dnveway, water bodies, etc.)
TANKSx N
~ SEPTIC ~ HOLDING
Manut~turer ~ C~ ~HOR~ Capaoty ,n gallons ~O
Material No. of Compa~ments
TYPE OF SYSTEM r'.~
~TRENCH ~ BED ~ W. DRAIN ~ OTHER ~<:~:
De~'[~ to p~pe bottom from ~otal depth from ongmal grade ~ ~[~ ~ ~,~.
orlginat grade ~, ~ F~ I ~, ~ FT c. ,. ~ r,.
Fdl added above original grade Gravel depth beneath prpe ~ ~
Gravel length H~ FT Gravel width ~ , ~1 ~ ~ ~ '
- FT ~o /
Total ab~'~r~hon area DistanCe between lines ~'/ ~
,T
Installer CRUD ~&& Date Installed ~ ~ ~ ~ ~ ~
WELLS ~ ~G
~ PRIVATE ~ OTHERIIdentiIv,j
Classlflcahon (A,B,C) Total Depth J Cased to ~ ~ _
FT FT H
Installel Date Installed:
REMARKS: ~r~n~ ~t~e~ ~r ~ 6e~roo~
Inspections Pedormed by:
1.'~ .il
Municipal and State guidelines in ellect 0n this date: 10[~0 / ~ ~
Health Depadment Approval: Date: ~ ~..." , u,~;.~:,~v , ~ ,,~
72-013 (3/85)
, [] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] PERCOLATION
TEST
PERFORMED FOR:
DATE PERFORMED:
)/7/87
LEGAL DESCRIPTION:
SLOPE SITE PLA.N
C,- w, (. ec
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TftEODORE F. MOORE
CE-3589
COMMENTS
PERFORMED BY: ~:~t~,t~,
WAS GROUND WATER S
ENCOUNTERED? ~J L
,~ b~¢~¢e of IttO Op
IF YES, AT WHAT C,/¢m~c.~ ~/1~'/~7 ~
DEPTH? ~/
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND ~ FT
~Y/'~," t,~ A,, e
~ro,c~ CERTIFIED BY: ~ ~ DATE:
,o//~/,:9 7'
72-008 (6/79)
Hea
MUNICIPALITY OF ANCHORAGE
] and Environmental Prote~
Fourth Floor West
825 L Street
Anchorage, Alaska 99501
279-2511, x 224, 225
......... INSP'ECTION REPORT ON-SITE SEWAGE DISPOSAL
~OCATION ~ ~~ mGk~ LEGAL. 1.3ESC,IP7 ON. ~ ~._~ ..... ~___.~1~
~OM W5LLL~ ,. UaNUFnC]'U,[R __.~; .... M~T~nb ........... COM~aRTU5NT5 ................
INSIDE LENGTId ........ ~ ....... INSIDE WlDI'I,~ ~..._ L. IQt,'ltr) DFPTH _ -- ._ t i,.';~UI[') CAPAC, ITY_~_.~__~'-__~"~,ALLONS.
TILE DRAIN FIELD~-'~.-~~'~ '
[ ( [ TOTAL LENGTH -- /
D,~^N~ ,:,OM W~LL _.~ '._~O~ND^~ O~__ I ~.0 .... N~:^R~, ~ O, L,N~_.. / 0~ ....... O~' ~,~ ____3.~_ ......
I [)EPTtl OF FIL'T[R
DEPTtt: TOP OF TILE TO FINISt4 GRADE ___~ ........ MATE RIAl_ UfNEAIH ]ILE ~O IN. ABOVE 'FII.E ~ IN.
SEEPAGE PIT:
DIAMETER .... OI4 WIDTH ....... LENG YH ...... C)EPTFI
Log Crib Rings
BUILDING FOLJNDATION ____
Crib Size: !DIAME]'ER ...... DEPilt ..... DISTANCE FROM; WELL
-i OTAL EFFECTIVE
NEAREST LOf LINE ......... AB.%ORPTION AREA (WALL AREA)
SQ. F"r.
Well , ,~_~-~ ~ ' l
Class,~.[~. Dept'h:
Well. Distance To: Lot Line fo'
/
Bldg: lOI Sewer Line: ~
Pipe Materials: r9~~,%~
# of Bedrooms: ~ 6 ' '
Installer: ~.-
Remarks: %~$ ~~
L) A l E .. _
[:,EF'FII.TTHE:I',.~T OF HEFIL.'T'H FIND E:N',,,'IF.:ONHEI'.~'T'RL.. ~'F.:O"r'E:C"~c20N/.~q ~'~'~
',~:;:-.'i:..:"; '"L"' '...:.;-f'F.:EE:T., FtN'"'FI"'F.'FI3E FIE' ':.~':.~'::F'-'L -_
.............................. : 't'
I:::'E:RH :1: 'T' NO. ,:: ,. ,', .... .1 ', L.)~v~ - L ~)L~
HF F L 1 ....tdN] I~tOF.~:El:~:'l" KEFIN, ':".i;RR Z.':::+.':;~? ',,,' ~ ":i ,q. 4.,:~.":~
L O C I:~'T' ]: O 1'-4 I..I F' P E 17 E' E R F.: H O L F I
LL:~'(3FtL. L. OT.T-..':-F:I B/..I-.':: ± E:EEt'::,E .:,-"E. L.O'T' SIZE
'l" '¢ F' l:+.': OF' :501: L.. FtF.::5 C' F,':E '1" '[ DN ~;"r':.'.:.,TEH ]: '.:~;: TF[:ENCH t.~ _
'I"HE F:IE[.:¢J ]: REE:, '.:.'i; I ZE OF THE '50 :[ L HE,:, ... F.'.F I ]: ON tE;'¢':=";'T'EH :1: tS
"I"F'IEE LENGTH DIh'IEN'.:5]:ON ]:~:'; ]"HE I..ENGTH ,::IN FEET::, OF THE 'I"RENC:H (:)1:~: DI:~'.Ft:[I",It::I'EL.D.
TFIE DEF'TH OF: R TRENCH OF.'. PIT :[~; ']'HE: I) :[ "STFINCE BIETHEEN THE: ::".".;UF.':F'F:~CE OF:' THE
GI~'.OUNE:' FIN[:, THE E:OTTOH OF THE E::-:',CFt',,"RT ]: ON ':: IN FEE:T).
"I"HEF~:E :t:S NO SET NII.)'T'H EOF.'. 'I"F.'.ENCHE'.:~.
THE GF.'.F¢,,,'EL. I:::,E:F'TH I'.F."; ']"HE HINIHUH E:,EPTH OF GF~Ft',,,'EI... BE'T'NEEN 'THE OU"FFF:IL.L F:' :[ I::' IE:
FINE::, THE ['.::O'T'"I"OH OF' THE: EXCFI',,,'FiT.T. ON ,:: :I:N FEET::'.
E,'FICI'.'::F ILL. I NG OF' RN"r' ~;'¢:i=".;TEH ['.l.I THOL.IT F',.[ NRL. ]: N':7;PECT I ON RNE:, FtPF'RO',,,'FIt .... E:"r' 'T'F~ I :!ii;
[:,EPF:II~tTHENT 1.4 ]: L.I .... BE: SI..IE:3'ECT 'TO PRCI~'..;EiZ:UT I ON.
H :1: N :[ HUH E:, I S"I"FINCE BETNEEI'.,I A 1.4EL. L. FIN[::, FIN'.? OI'.,I-S I TE SEEI.qRGE [:.', :[ SPC:E~;RI... S'¢'..'.:.;'I"EH I :.5
::l..~.Z,.3 F'IEIET FOR FI F'RIVFITE t.4EL. L. OR 2:E~E~ FEET FOR FI F'LIBL.:I:C 1.4ELI .....
2~;PE:C 1' F" .'[ CFITI ONt!.:.; FIND CON?FRUC"I" Z ON [:, I FIGF.':FII"'IS RF.:E I=l'v'Ft ]: L FI I:.:; I.... E: TO ]: I'.,I'.E;LIF.':[..T F:'I;i:OI:::'EF~'.
I N::='i;'T'RL[..J~T I
]: CEIR'I"I F"r' 'I"HR'T'
::1..: :[ f:~l'"l FRH]:L.:[FtF.': 1.4.'1:TI.4 THE RE:I:;~LIIREHE:NT.'=.':; FOR ON.-..'.:.E; ]: ]"E :L:;EI,.IE:F.'::~:.; FIN[.':, I.,.ItEI....L.:i!:: 1:::1:5
F'OFi'.TH B'T' THE I"IUNICIF'FIL.:[T'¢ OF RNC:HOF.'.RGE.
2: :1: 14]:LL ]:NS'I"I::IL.L. THE :5"r':E;TEH tN F~CE:OF..'E:,FtNCE I.,~:I:TH THE E::O[::,E:E!;.
::i!:: I UN[:'E[~'.:i:.:;TFIN[::, THfa'T' THE ON-'_:;Z"f'E fSENEF.: '.5'.r'f':Tf'EH I"1R'¢ I;..'E6!LIIFi:E EF,II....FIF;i:GE:HliH"4T ]:F' THE
RES Z[.':'ENC:E :[:E; 'F.:EHOB, EL.E:D TO ]:I'-4C:I....UDIE HORE THRN 2:
Creater Aneht,.._ge Area Borough
PLANNING DEPARTMENT
i~E C]~I'VED
~, o~ ~ ~o~ou~
GEOLOGIC SOIL INVESTIGATION
OF
LOT 3, BLOCK 1, BEEDE SUB~-
Located Within
NE 1/4, Section 31, Township 12 North,
Range 2 West, Seward Meridian, Alaska
July 5, 1973
PREPARED FOR:
Joseph Cummings
PREPARED BY:
Hewitt V. Lounsbury & Associates
723 W. 6th Avenue
Anchorage, Alaska 99501
W. O. #73-328
TABLE OF CONTENTS
INTRODUCTION
SITE DESCRIPTION
FIELD INVESTIGATION
SUB-SURFACE SOILS AND CONDITIONS
CONCLUSIONS AND RECOMMENDATIONS
LOCATION MAP AND TEST LOG
INTRODUCTION
This report is the result of field investigations conducted July
3, 1973, in Lot 3, Block 1, Beede Subdivision on Upper DeArmoun Road,
Greater Anchorage Area Borough.
This property, approximately 4.7 acres in area, is located in the
NE 1/4 of Section 31, Township 12 North, Range 2 West, Seward Meridian,
Alaska.
The purpose of the investigation"was to determine feasibility of
subdivision of the parcel into two lots and possibility of establishing
on-site water and sewer installations.
SITE DESCRIPTION
The property is located on a mountain side in the Rabbit Creek
valley and is sloping and irregular. There is an access road and two
dwellings (one a house trailer) on the property. While some parts of
the property are probably too steep for development, other parts offer
good home sites. Vegetation consists of large spruce and some birch
with areas of open hillside covered with brush, alders, and grasses.
Trees are mostly confined to the Northeast and Southwest portions. The
property is approximately 1,340 feet above sea level.
'FIELD INVESTIGATION
A test trench was dug at the site to observe the sub-surface
strata. The test log shows the results of visual inspection of this
trench. Access to other portions of the area was restricted by trees
and steep terrain. We feel, however, that the test site is representative
of the property under investigation. No rock outcrops were visible.
SUB,SURFACE SOILS AND CONDITIONS
The U. S. Geological Survey Bulletin 1093 defines soils in th4s
area as glacial drift, undifferentiated (partly till and partly outwash
composed of stratified sand and pebbles and cobble gravel). Thi~ drift
is present along the Eastern slope of the Chugach and in most of the
mountain valleys; it is extensive in area but variable in depth. The
test hole revealed'consistent gravel under the characteristic organic
black and brown loose silts. This confirms the general classification
of glacial drift. Although no surface water or water table was en-
countered, gravels were wet at 12 feet. It is inferred that deeper
depth would produce some water in the hole.
CONCLUSIONS AND RECOMMENDATIONS
The following conclusions are made from the field observations of
the site:
1. The site is suitable for the proposed on-site disposal and
foundation developments. A factor of 85 square feet per bed-
room is recommended for design of on-site disposal systems.
These systems should not be located within any ground' water
flow encountered; they should not be located within any top-
soil layer.
/
/
~LI~T
LOG OF TEST BORING
ttewit! ~. L ounsbury '~ , Associates.
Engineers -- Surveyors.
Anchorage, . Ala$1~a
LocaHon
Method Used
gmld £arty
Weather
. Geologist
tole No.
Ground Water Tab'le
T/me
Date ' , ,
Sampling Dff SCR I P TI ON l. ocat/on £ Diagram:.
~tes
.~j Soil type, color, texture, - T~4 ~ ~
· ~ esHmated particle ~ize,
.~,~ ~~~~ ,
14
z " 30"
Unless Mt.crwl'$e noied a,'l samp,'e~ qre to~'~n w/1.4 ID ~.l~ndsrd P~,nMrot,'~)n ..goq;pler driven wi140 lb. hammer drop.
W
II
~ o ~ ~-° o~ ~o ~ o~ o o o
.I, Hf)I3,~ Ail
0 m w w
Development of appropriate portions of the property only is
'recommended. Sites should be selected with consideration to
gradient and drainage and no development should be made in
the existing creek on the North and West portion of the site.
Respectfully submitted
HEWITT V. LOUNSBURY & ASSOCIATES
n R. Clark ·
Charles S. Mortimer, P.E.