HomeMy WebLinkAboutRIVER VIEW ESTATES BLK 4 LT 3050
?si
8 oclc:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Str0et - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
TPHONE
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
DISTANCE TO: [ Well ¢_~,, Absorptio~rea
DISTANCE TO:
Manufacturer
IF HOMEMADE: I Inside length
JDwelling
Foundation
DISTANCE TO:
No, of lines
Well
Length of each line
Top of tile to finisl~ grade
Length
Type of crib
DISTANCE TO:
DISTANCE TO:
Dwelling ~,.~
Material ~,~.~. EL
Width
JMaterial
Nearest lot line
Total length of lines Trencl~ width
Material beneath tile
Depth
Crib depth
inches
inches
NO. OFBEDROOMS
No. of compar.~-nents
Liquid depth ~) in
PERMIT NO.
Liquid capacity in gallons
PERMIT N 0...,,~ ~,1,~ i~.~
Distance between lines
Total effective absor~ti~ a~a
PERMIT NO.
Total effective absorption area
Building foundation Nearest lot line
Deptlr Driller Distance to lot line
Building foundation Sewer line Septic tank
PERMIT NO,
Absorption area(s)
OTHER
SOIL TEST RATING
INS~LLER
DATE
72-013 (Rev, 3/78)
LEGAL
?',!t.l!'!lii',F:Ft I:')l::' !;i:li!:i:i:;:i:l)!~:l.,iC~!i?!!; TI'IF!T I'I~1!ii: H!:i:l.!. !,I:I:1_i
T.H. No. 1
Lot 3, Block 4, Riverview
Estates Subdivision, Eagle
River, Alaska
Jerry Bender Property
NOT TO SCALE
Distances are approximate and have not
been measured by surveying methods as
to location of test hole.
Michael B. Bergmann
Consulting Geologist
Box 191, Star Route A
Anchorage, Alaska 99502
(907)344-9150
T.H. No. 1
8-27-78
.0.0'
Organics & Organic Silt, sl
'~moist, loose, dk bm.
~-' -- --0.5'
__Drganic Silt: sl moist, loose,
-~ dk brn.
(OL)
\
~ ..... 1.5'
Sandy Gravel: w/low trc silt,
occ cobbles, sl moist to dry,
loose, trcs bed rock frags in
lower portion, gray bm.
(GW)
· ' '7.0'
Highly weathered & fragmented
bedrock in a matrix of sand
& some to trc silt sized
particles, med dense, dry,
dk gray brn to gray brn.
--biO.O'
ed Bedrock with some
weathered material filling
gaps in bedding planes.
ll.0'TD
N~OWATE~R TABLE ENCOUNTERED
Test Hole Log represents soils
encountered on Lot 3, Block 4,
Riverview Estates Subdivision,
Eagle River, Alaska
Jerry Bender Property
August 29, 1978
Mr. Gary Chilcott
Linc Construction
1605 Sanya Circle
Anchorage, AK 99504
Subject: Soils investigation for sanitary sewer system; Lot 3, Block 4, Riverview
Estates Subdivision, Eagle River, Alaska.
Dear Mr. Chilcott
At your request of August 25, 1978, I conducted a soils investigation at the proposed
location of a sanitary sewer system on the subject lot.
This investigation, which was accomplished on August 27, ].978, consisted of the
visual examination of soils exposed in a 1] foot deep, backhoe dug, test pit.
The soils encountered are graphically shown on the accompanying test hole log. The
soils consisted of a layer of Organics and Organic Silt to dept}~ of approximately
]..5 feet, overlying a Sandy Gravel with a low trace of Silt to a depth of 7 feet
These soils were underlain by a zone of highly weathered and fragmented bed rock
set in a matrix of sand and a trace to some silt si~ed particles to a depth of 10
feet, overlying weathered and partly fractured bedrock with some weathered material
filling gaps in the bedding planes to a total depth of 11 feet.
The topography of 'the area where the soils test was conducted, is sloping to the
Northeast at approximately a 30% grade. Vegetation consists of dense birch to 30 - 40
feet tall with an occasional spruce and some alders and willows to 20 feet tall.
The ground cover consists of grasses to 3 feet tall with some mosses.
No water table was encountered.
An accompanying sketcth shows the subject lot with the approximate location of the
test pit in relation to the property lines.
I appreciate the opportunity to be of service to you. Please contact me if you have
any questions regarding this soils investigation.
Very truly yours,
Box 191, Star Route A
Anchorage, Alaska 99502
(907)344-9150
Attachments: Drawing of test hole log with location sketch.
xc: Department of Health and Environmental Protection
I)li!SF::'l:::ll:;ii'l'l'dEi~N'l' OI IEii]:::ll ."F['I I:::l["~l[:, ]!;N*','' ;[ [::iiCU",H"IliiilI",FFRI_. I::' i"[:iii[':T ]i iii
;:::'!;:;';I !!: 1~(. 'l"l...l[)(i]l:;i'. I:;ii1').., l'-:ll",l(ii:llli3l'~l::llii:flii~, I~11.:(.
I1,, II Il!iT I1..... II .......
Il I, :.. I1 .. I ]E '"11"'
,' .i::,~!il; 5.i::,l~:;
I:::11:::'1:;:'i .. i[ ~'ii:l:::ltq'T' I:::11..11:;;'. i[ (ii; t... .... I:;:. ,,, I.:.L..... I" I"'ll::.r.,l"" I "I.F ::: :~ S Ei:l:;iil:::l(]:il:~d,I ............
I '"
L. lii;(3FIf l...;.!i: tii:,q. I:;i:;I;, ~i;1:~.' 'Z[~;I.,.I 112!!;'1'1::1"1"1!!2!!i; I...(]H S]£;ii!'.hl; ,':1.'i::'~!5(]!;I;!),.r. :, .:.. ,...i '~.I. 1::'1:!]1:1!7I'
I"1 ii; I'.,I
:;I..i;::.i~i!!~ I:"ZIET F:'r;l:;'. Fill .... -I ::. I.,.Iili;LL. O1:;iI ;;ii:~;!i~;!:.~ I:;:'lili;I]!;'i" F'I;31';i: FI I:::'l...ll!i!',L]il';: 14Efl....I ....
t.,.IIS~;L L.
O1:::' THliii; I.,.IEL.I.. r' ;" I"'II:::'I..E'T' ]; O1'.4.
Z I;::'lii!] C:
;1; I'.,l'.ii!; '1" I:::t I. L. I:::1 "i' ]i (iii N.
*',~:~fl ~. '~k'~: 't.~',; '~"~',l' ' :' '~ ': ,' : .~:.~.~,~: ,-~,',C; L; ',..,~'.'~,,--.,'~.:,'.~:: ~.Dt. pT ~FH~__~-,; -.
, - .~ .", ....2. ' '- ' · ~ . ~" M-W.'DRILLING~ ,Inc.- ......... . ...... · .
{*, ,~.~ V J.'".~.' ~:~, .~ j ', :' P.O ~4-~224 ';'~I3]~,lnt~n~tionalAirpo. Road '-: ~ JUN-I ?lg7G
', '~l ~., , · ,.- "i ANCHORAGE ~99509.. ,~ --~--~'.
' ':. We~ Owne~ .... ' .... ,-,S~p~es.& .Ass~%A~es ............................ Useo[We11 Dom
, '- ,.'"~-.1~-2-~: '.",.,'~-~,'..,-.'" ,~.~?.,-'. ,:.-" b~': ',-.,,.",~'-'~'~.~-'~ .... , ~..'.' ·
/.-.,,
' S~e o[ c~g' '6 '. '~.'o~ ~ole ..~3~,. , feet · L~ .-.e~e~to ,':~.22.3 feet .~, '.:, .~ ·
-. ~tatic wate~ level :24 ~: J'~t.-~:-.~)~, (b~low)"]an~ su~[ace.,-~TmisA o~ well ~(cbeek one), o~n en~ (
);~
.... ~.. ~ .,... .... t.*...~,, ~ ~.,.~....- }..~",,,~ .. ...... . :..,.:.... .... ......-.. ,.~,- .-.~...~-- , .,.~
.... ~e~een. .:. , ,~e~[o~ate~ I ,- . , , ... -. ..... ,. ·
. . ... ,...( r,.~>),~.,, ~:....,~,,, ,.~,SI.~ ..... ....': ..... ~.,. ,.. , :...,~...:......_ S .....
' ~ · - · .... " ','" ' ...... ~''t,:~,~l't None ..... .'.-~ , '... .... ,'- ....... - . ,. ,
' ~ ... Desorl~e,scTeen.or,~eTforat~on
Well pumping.test 'a~gallons per :(~)'.:.(m~nute) ;for" ~ .... hou~.,w~ . ..x~o ·
-~ - of~rawdown:froms~UcleveI ~,l~ .. ,~. .... ~ .': '~ ..... '..'~,,:s · ~-'v., ',
. t .... ~, ?, ......
. , . ..~i~ · ~. · ,. ~. . ...,
.. ~,,,,... .... ... ..... ,,, ,:, ...... . .. ..... ...,,~-. ~. , ... ,.
.... ~., ... :,:.: . ,~,:,..:,.,... ~,~..~,., ..... .......... ,:.:,.. · ... :
' ,~: ...... -' ....~-. ~ ~'.-'.v. ~, ..~' ,~q~F t ': 'r'.''..''~--.~ '':. ~..',~ ,.,~...~r . ...... '
Depth m feet from .... ~ ~.,~ -..,;.,} ,.,~[~: .... :: ..... ;,',,.,~,~.~< ..... ~, .~-. · ~
/ ground surface -.-.'- t-,: '-* /G~ve details of formations penetrated, s~ze of material, color ~ hardness '" ' '
-, . - ~ . ~L-...~,tI ~ ...... ~ -- . .
2', -~-_TO S . .~,~-.;.F~ll~ arAvel . .. ,.
- · ....... ~ .,.,~ .. ia-.:, . ,, ..... f ........ , , · ·
.... ,, ,. ...... , ...... ....... .....
, , .... ..~.. · ~..;.. ....... , ( ~, .~:,.~. , . . .. .,3 .., ~ ..... ~., ...:~ ...... . . . . ,
. , , -. ~:,,,~:,. ~;J, ,. ,,.,~,.~2 . -. . ,?,. .... ,. .'.~ .... .. ~., .~. - .. .
~ TO-:'300 .~)~ ~..-',~dr~k~,~.gr~,bl~k ,{l*-~n~ ,~9~114*,e ve~ sm~l~ , ..:
. .. .- ..........',-.,.:r ,"~.-::~::.......'. - ~ ,..:,/..%~-.-,~ ~''r '
'" "TO'" '" 'c .... ~- ' .t f .~ L~r-' ?,':.'.'~ .'~:~Ate~,. seaps'~n ~poradib','~racture ,zones.. ' · '"
..... -:..-:. ~.. ~-~,~-.~-~z~... .... - .
. .. ~ :, ,. :. . ., ..~. //.~, . ~//~ ~?,-.' . . ~ · . ,.
-'r.....,..,.:.. :.... :.. :..,, . .,.....-..-.
.TO ' 'r-'.' ,', . . ~ . · / -'~ ~ -' ' ' · . '
.~. ~%~%'A Cc~cd Con~etot
~0,
2 -- S'I:AT E