HomeMy WebLinkAboutBOB WELLS S-3683
Russell Oyster
694-2774
Soils Er Foundations
EGEOTECHNICAL ~ 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:
Tel. No.
Hatllng Address:
Depth (feet) SotlCharacterls~lc:~
0
3
4
8
10~ ,
11
Ground Water Encountered:
Proposed
Yes~ No z-- If yes,
Drain Field
Installation: Seepage Pit,,
what
depth
Comments:
Performed by:
Date:
OEr
Russell Oyster
694-2774
Soils Er Foundations
EGEOTECHNICAL Er DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
CO.
Earl Ellis
688-2280
Land Development
Performed for: Name:,.,
Mai ] tng Address:
Legal Description: ,~L/,~ i
Depth (feet)
0
1 /L~Z. -
Sotl Characterlsttcj
Tel. No.
2
3
4
5
6
7
8
9
10
11
12
Ground Water Encountered:
Proposed Installation:
Comments:
Yes- No ~ If yes, what depth
Seepage Pit Drain Fte~d
Perfomed by:
OEr
Russell Oyster
694-2774
Soils Et Foundations
EGEOTECHNICAL Er DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
CO.
Earl Ellis
688-2280
Land Development
SOZL LOG
Perfomed for: Name: ~/~445 ~/~zP/~//~/'o/~/ Tel. No.
Legal
Depth
0
Hatllng Address:
Description:.,, ~/-.v'</ ;
(feet)
Sot1
Charq;terlsUc~
2
3
4
5
8
9
10
11
12
Ground Water Encountered:
Proposed Installation:
Comments:
-J /
------- .~ 'J ,./
Yes No ~ If yes, what depth E* ..~T.~ )~.'~
Seepage Pit Drain Fte;d ;-,~ ~.~....,~;~~ ,- ... ~.)~
~ cP*. NO. 1745.E ~ ~
Performed by:
OErE
Russell Oyster
694-2774
Soils ~ 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
Perfomed for: Name:, kL/'---~"L /-- E; ~J~z)/u'/-,<'/~v/ Tel. No.
Legal
Depth
0
1
Mailing Address:
Description:, ~L~ /; .~7' x~r.; I/t/~5 ~g~/~/J/~
(feet) Soil chpr)cterlstlc)
2
3
4
5
6
7
8
g
l0
11
12
Ground Water Encountered:
Yes
Proposed Installation: Seepage Pit
Comments:
Performed by:
0SE
Russell Oyster
694-2774
Soils ~- Foundations
GEOTECHNICAL ~ DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
CO.
Earl Ellis
688-2280
Land Development
So]L LOG
Performed for: Name:
Hatltng Address:
Lega~ Description: ~' / / /-:~Z'~'-/ /d/'~'"~S
Depth (feet)
0
Tel. No.
Sotl Charq,¢terls~Ic~
2
3
4
5
8
g
lO
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
Drain Fte~d
,/
--_~_ OF
If yes, what depth -T.~?....*'.:....?.~
- ~~'.'%'..' ·
F ;e~d ~* :~9~ ~
~. ~ ~ Earl P. Ellis
~ ~'...........~.~'
Performed by:
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
To: ~
From:
Re:
Signed
91-015 (5/76)
AGE A REA BOR OU G H
(968 995:10
STREET 99501
~.GE, ALASKA
HEALTH DEPARTMENT
Russell Oyster
694-2774
Soils 8 Foundations
GEOTEChNICAL 6' DEVELOPMENT CO.
Box 90, Davis St,, Eagle River, Alaska 99577
694-2774 or 688-2280
Earl Ellis
688-2280
Land Development
Performed for: Name:
Tel. No.
'Legal
Depth
0
1
Hail tng Address:
Description:' /~¢~ VV'E~s
(feet)
Soil Charel;terl)i~lc)
2
4
5
6
7
8
g
10
11
12
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
No
what depth
~/ If yes,
Drain Field
Performed by:
' t' ' ' I t
E GEOTECFINICAL 8 DEVELOPMENT
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Soils 8' Foundations ,
SOIL LOG
Performed for: Name: ZTJ~' ¼/~-~*c6 ?/ Tel. No.
CO.
Earl Ellis
688-2280
Land Development
Ma11 lng Address:
'Legal Description: ~z~ ~b~ ; .~.~,'//~/o^/
Depth (feet) Sotl Char~;,te~l~Ic~
3
4
5
6
7
8
g
10
11
12
Ground
Proposed
Comments:
~ater
Performed by
Installation:
have reoet?(M ~ ~dls ilz6:n'matie~ for the above ~lt~.
Thta wes given preiJmtu~ry approval pmdhig oomplettom of cella testa.
~ Z. O~malt
GREATRR ANCHORAGE AREA BOROUGE
West i;orthern Lights 5oulevard
Anchorage, Alaska 99503
S- 2526
Plat Status: Final
Date; September 21, 1971
BOROUGH~ Engineer
~ealth Departm _
Public Works Department
Man~ Laka Fire Department
School District
Street Names
Tax Assessor
Alaska Department of Highways
Alaska Railroad
Anchorage Natural Gas Corp.
Central Alaska Utilities
Chugach Electric Association
CITY OF ~.I~;ORAGE: Fire Marshal
Municipal Light & Power Departmen~
Property Management Officer
Public Works Department
Telephone Utility
Traffic Engineer
Water Utility
GAB Telecommunications, Inc.
Matanuska Electric Association
aatanuska Telephone Association
Assistant Superintendent of Mails
Wells Subdivision
F.e: Subdivision / ~~
Description of Property:
James D. Wells
Gentlemen:
Petition has been received by the Greater Anchorage Area Borough Plarming
and Zoning Commission for the proposed Subdivision of subject property.
Attached is a copy of ~e proposed plat. Uill you please submit your
comments, in writing, specifying any easements or other requirements that
your department or agency may need.
If we do not hear from you by _Oct.6, 1971 , we will assume that
you do not wish to submit any comments.
If you have no further use for the attached print, please return it with
your comments.
Planning Department
E~closure
Paul Cart
DBQ Comments
Page Four
May 2~-, 1975
38.
39.
40.
41.
42.
43.
S-3681
Hulas Subdivision
The soils on this subdivision are acceptable. The well information received
shows that tho probability of obtaininiT water is good. It is recommended
that lot $ be combined with one of the other lots since the slop~ on this lot
is so steep that sewage may come out the side of the slope wheee a sewer
system would be installed.
Also, a small stream of water flows through lots 1 and 2. This stream of
water should be located on' lots 1 and Il before a determination of whether
lot 2 should be allowed to exist or not.
S-3582
Juhnke Subdivision
Approved water and sewer systems already exist on the proposed
lots and the lots meet our requirements.
S-3683
Bob Walls Subdivision
The preliminary soils information was good and a field check showed that
while parts of the steeper lots would be too steep for installation of on-site
sewers enough of each of the lots had acceptable I~round to meet our
requirements. The one exception to this is Lot 1, Block Il, which does not
meet the state requirements for lot size for on-site sewer and water. If
this lot exists as is it will require public sewer or water before
development. A note to this effect should be placed on the plat.
S-3698
Sheets Subdivision
Soils tests required on each lot before final approval and public water
will need to be provided to each lot or the lot sizes increased to
accommodate both on-site sewer and water, The preliminary soils
provided are acceptable (100 to 175 square feetfoedx'oom to 10 feet deep)
S-3684
BLM Lots l16A and l16B, Section 8, T15N,
The well and sewer information provided is acceptable (two (2) homes
exist on these lots).
S-3672
Pellissier Subdivision
Soils are good. This is in an area where many other wells have been
successfully drilled.
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