HomeMy WebLinkAboutMAJESTIC VALLEY ESTATES Soils Log
O El- E GEOTE~
HNI CAL'E~ DEVELOPMENT
~0, Davis St., Eagle River, Alaska 99577
.... 1694.277¢ or 688-2280
Russell Oyster
694.2774
Soils Et Foundations
Performed for:
Legal Description: Lot t,
_De~t_ h (feet)
o
1
CO.
Earl F. Ilis
688-2-280
Land Development
Gk-'.-(ik ,~ S~nd.T ,]~.~ve,]. w~th ~. s.liqnt :~mount )f silts.
,:;o~ tom o£
Ground ~ate~.Encountered:
Proposed In~t~llation:
Comments:
Yes No .... :: If yes, wh~t depth
Seepage Pit~DrMn Fie d
Performed by: Date: "'?' : ~;'~:'
" L, M~.t",IT CO.
O ~ E (:~EOT':CHNICAL ~ DEVE ""'-~
dox 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster Earl Ellis
694-2774 SO~L L 0._._~ 688-2280
Soils Et Foundations Land Development
Performed for:
Legal Description: T,ot ?,
D~_p_t h (fee_'q
0
1 i41, ~ 3:L]_t topsoil vd. th roots
- ~ ~
Name: ':: ''~ '" '~ ~" ~"
Mailing Address: ~ox 363
}~il Ch].r]ct__eri~ti~s
GP-GM -- oaniy Gr-~val ~.~ith slight a~zaount of silt,
Cobbles to 6 ' o'
1~40 sq. £t./3r,.,
.)
GM ~ Silty Sandy Gravel with cobbles to 12 inchas,
Percolation [{%t~ = /~,13 i~ch~s / 60 minutss
= 1.5 minu'tos / inch
= 1.90 sq, ft, /
Pa:rco]~ti. on test run at 6 to ? foot lay.al,
190 sq. ft./Bt,
1. O 0 s :~. f t ,.. / 2r o
15
]Yotto:a of pit
Ground ~ater Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
No
Drain Fie~d_,,'
Performed by;~.
Date:
0
GEOT - 'HNICAL DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
CO.
Russell Oyster Earl Ellis
694-2774 $~0:[ L: LOG. 688-2280
SoiLs Et Foundations Land Development
Performed Cot:
Legal Description:
o
;.'!L ~ :;:!_lt. 'tcpsoil wiU:t roots a,.?:i orr;iud, cs.
140 sq. ft./~r.
1] .....
12
13
:iok[c::l of pit.
Ground Water Encountered:
Proposed Installation:
Comments:
F'ercolatiou ¢(at,~ :'-' Ao5 ii'l(;hes / 60 minutes,
l%rao].:thion test :'un :l'h 5 'to 6 f',"3t levrYJ_,
Yes
Seepage Pit__
No "'" If yes, what depth~
Drain Fie~d ~.;~
Performed by: Date: '" ~ :~<" 7~',
O~rE
Russell Oyster
694-2774
Soils 8- Foundations
GEOTECHNICAL 8- DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Earl EII/s
688-2280
Land Development
SOIL LOG
Performed for:
Legal Descrtptton=l,~ /F
D__epth (feet)
0
1 AdL .-
2~
3
Mailing Address:
Soll Characteristtc~
Tel. No.
4
5
6
7
8
9
10
II
~' ........ .~ ---
/~'ound Water Encountered: Yes No ~
Proposed Installation: Seepage Pi~ Drain
Performed by:
OF~
Russell Oyster
694-2774
Soils ~- Foundations
E GEOTECHNICAL Et DEVELOPMENT
Box 90, Davis St,, Eagle River, Alaska 99577
694-2774 or ~-2280
CO.
Earl Ellis
68~]-~80
Land Development
SOIL LOG
Performed for:
Legal Description:,,
0
Name: ]/V//~b~ ~'~,~':-: Tel, No.
Mailing Address:
~< I. l~ T r~,. .~?~7~z:~':~
Soil Characteristic~
9
10
11
Ground Water Encountered;
Proposed Installation: Seepage Pit
Comments:
Yes.- No ~ If yes, what depth
Drain Fie~d___.._
Performed by:
OErE
Russe# Oyster
694-2774
Soils 8 Foundations
GEOTECHNICAL Er DEVELOPMENT
Box 90, Davis St,, Eagle River, Alaska 99577
694-2774 or 688-2280
CO.
Earl Ellis
688-2280
Land Development
SOIL LOG
Performed for:
Mailing Address:
Legal Description: Z
[epth (feet)
Name:
0
Soil Characterlstlc~
Tel, No.
Ground Water Encounterpd:
Proposed Installation:
Con~ents:
Yes__ No ~ If yes, what depth_~
Seepage Pit___~Drain Fie~d__.__
Performed by:
O ~ E GEO'. _2HNICAL
~ DEVEL~
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
MENT CO.
Russell Oyster Ead Ellis
694-2774 S0~L LOG o~.226o
',;oils ~t Foundations Land Development
Performed for:
Name: CHARLES & POGANY DEVELOPMENT Tel. No.d~9~-233z~
Halltng Address: Box 363 Eagle Niver, Alaska 99577
Legal Description: Lot,.~.Blook'~" Majestic Valley Estates
0
ML - Silt topsoil with roots and organics, 275 sq. ft,/BR
GM - Silty Sandy Grave]. with cobbles to 6 inches,
3 foot boulder in side of hole. Minimal amounts
of silt, Material fairly loose, Occasional
1" to 2" thicA lense of clean sandy gravel
throughout depth of pit,
Bottom of Pit
*;:'~;.~d W~Jter Encountered:
200 sq, fto/BR
?)'~c,)x, sed Installation: Seepage Pit~Dr~tn
Col)~.mts: Pit measured approximately 3' x 15' in plan area, All sides of
........ D~_~o~gM~ed the same.
by: Date: 6 oct. 1975
FROM:
GREATER ANCHORAGE AREA
'-'i-:~ ~-'- ,..:~
DEPARTMENT: ~A-.' -o
INITIATED BY:
BOROUGH
c.o'7 ~ /-.
,~,/ ' /
/~i~! ;.-z
SUBJECT/-'
TO:
........... J'"/d' l)J, ))A-/6/ DATE ANSWER
L/I::I~AK/~:I',I/: __~'. . - .....
~ ~ . ?) .;)~7~ ........ REQUESTED:
RECEIVER:
REQUESTED ACTION SCHEDULE
I ~-~ FOR IMMEDIATE ACTION ~) CALL ME BEFORE YOU ANSWER
x-~- ....,. YOUR CONSIDERATION (~ NEE[) YOUR RECOMMENDATION
i ~ OTHER
' ................................,;: ......;.,--'i ........................~ ..........i .................... ......L_ ' ............:.
'- ; ' /" ' -- r" "J' "
-.' . ,- -' ' - ~ / /' ~." I -/ i
...............%-LD&., _~l ............. Z_'Z_..:~ .. ....... · ;'.,.:. ......... '; :'.~ .:, .E- '-:..'. _': ~ ............ ':.:, ........... ;:, .... 2 :-.-' ..... (.r~::- ........ · -~_. -'<'--.:
GEOTE ,~NICAL 8- DEVELO, .
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Soils E~ Foundations
SOIL LOG
,EN'T
CO.
Ear/Ellis
688-2280
Land Development
Performed for: Name:
Mailing Address:
'Legal Description:,',,
9epth (feet)
0
1 /v']~ /~p
$oi,1 Ch~racteristtc~
Tel. No,
~_ ~' '?//7-£J'
3
9
Ground Water Encountered: Yes No ~ If yes, what -~ - ,.
Proposed [ns~]]~on: Seep]ge P~ DP~n Held
/vI ' ,
08-E
RusseY Oyster
694-2774
Soils ~ Foundations
GEOTECHNICAL E~ DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
CO.
Ear/Ellis
688-2280
Land Development
Performed for: Name:
Mailing Address:
' I. egal Description:
J~p_~ (feet)
0
1
Tel. No,
.Soll Characteris_ti_c~
/7,/' 0 ' //~ , /~,
..
Ground Water Encountered: Yes ~ No If ves. wh~t denth
'
Proposed Installation: seepage Pit Drain Field
Russe/t Oyster
694-2774
Soils ~ Foundations
EGEOTECHNICAL 8- DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Ear/El~is
688-2280
Land Development
SOIL LOG
Performed for: Name:
Mailing Address:
'Legal Description: /'Y/~/~-~]'~/.~
Depth (feet)
0
1
Tel. No._ .......
5oil Characteristic~
7
8
10
Ground Water Encountered: Yes ~'~ No
Propo'sed Installation: Seepage Pit.~
Comments: "' ~)~-P~5/7- /~
Performed by:
/~o'/&~ --';' ,--c ,,
~- d' ~ Earl P, -lh~ , ,~ ~
If yes, what depth ~.~. ,,., ,=, ..... '~
Date:
O&-E
Russell Oyster
694-2774
Soils 8' Foundations
GEO-FEL, rlNICAL 8- DEVELOP v, ENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Earl Ellis
688-2280
Land Development
Performed for: Name:
Tel. No.
Mailing Address:,,
' Legal Des cfi pti on:
Soll Characteristic~
3
4
5
6
7
8
9
'10
11
12
Ground Water Encountered: Yes
~roposed Installation: Seepage Pit
Comments: Z~?~i~£rz- J~
__ No ~ If yes, what depth_
Drain Field~
OE~E
Russell Oyster
694-2'774
Soils Ef Foundations
GEO'T'E~, .,xlICAL 8' DEVELOF
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
CO.
Earl Ellis
688-2280
Lend Development
Performed for: Name: Tel.
Mailing Address:
'Legal Description:
D_~pth (fee~ Soil Characte~istic~
0
2
3
5
6
7
8
9
10
'1 '1
12
/Tod /- & ~
No ~ If yes, what depth
-- ,
. ~."~'OFE SS~o' .~.2~
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit__
Comments: /Y
Performed by:
OEtE
Russe# Oyster
694-2774
Soils~-Foundations
GEOTECHNI CAL 8-
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
DEVELOPMENT CO.
Earl Ellis
688-2280
Land Development
S0ZL L0~,.
Performed for: Name:
Tel. No. __ ,
Mailing Address:
'Legal Description:' /I/'/~,7-E£2-/~
§oil. Charac.te~istic~.
0
1
4
5
6
7
9
10 _
11
Ground Water Encountered:
Proposed Installation: Seepage Pit __
Comments: .~-/~m~/7- /,~
Yes No /
Performed by:
l'QUCII6650
ANCtlORA(.}F, ,&LASKA 99502
(907) 2/92511
February 4, 1977
File No.: 6-20
4-2-4
Charles C. Pogany Development
Box 363
Eagle River', Alaska 99577
Subject: Soils Log for Majestic Valley Estates Subdivision
with On-Site Inspection
Gent 1 eme n:
This Department has reviewed subject as submitted and finds that
stratums percolation test holes are compatible 'For use as septic
systems. The Department of Health and Environmental Protection
reconl~ends the Developer capitalize on this and use the most
compatible soils; percolation lot to be constructed at the proper
depth to assure good septic and leechfield conditions and to
confom with standards of this Department prior to final approval
by this Department.
'John W. LyF
Environment
.~q~_ [ng i neeri ng
JWL:lmp
cc: Rolf Strickland
cc: Planning