HomeMy WebLinkAboutHERITAGE PARK Block 1 Soils Information
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY:
S-7251 August 31, 1983 September 16, 1983
SUBDIVISION OR PROJECT TITLE:
Lots 14A & 15 A, Block 1
( J~/~ PUBLIC WATER AVAILABLE
( J~ ) COMMUNITY WATER AVAILABLE
Heritage Park Subdivision
(~PUBLIC SEWER AVAILABLE
COMMENTS:
AS-BUILT
I hereby certify that I have s~rvey~d the following described
Anchorage Recordin~ P~inct; ~aska,'and that' ~ impf~'~
men~ zitua~ ~ereon are within the pro~rty ~nes and do
not or.lap or'~nerohch on the pro~rty'l~g adjacent
to, that no ~p~vemen~ on pro~y :l~ng adiac~nl '(he.to
en~oa~ on the'pre~s im ~u~tion and ~at there are
roadways, ~ansm~ion 1~ 'or o~er visible easements on
~id pr~ ex.pt as in~cat~ her~n.
Dated a~ E~gle River, A~
, ' ~
~o~ 'c. ~O~SON ~.,-:¢ ~
SCA~: ¢ ~ter~ ~a~ Su~eyor ~o. ~-~
MUNICIPALITY OF ANCFIORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
7
8
9
10
13
14
15
16
17
18
19
20
72-008 (~-
SOILS LOG
[] PERCOLATION
TEST
SLOPE
WAS GROUND WATER
DEPTH? ~ ~ /Y '
Reading Date Gross Net Depth to Net
Time Time Wa ter Oro¢
PERCOLATION RATE (minules/inch)
T~_j~/,/,/RUN OETWEEN FT AND ---- FT
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 2~-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCR,PT,ON:
SLOPE
1
?,;,,<//~,
2
4
6
9
10
11
12
13
14
15
~6
17-
18
19 /eroy C. d, Jr..;
20
COMMENTS
PERFORMED
72-008 {6/79)
SITE PLAN
1 I
I'
ENCOUNTERED? O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ,', ~'%~--",., · · ' · · ~'~i.rf't~t~inch)
TEST RUN BETWEEN .' ~-'~.k-~r AND % "' ,'.¢;:i7 '~,
.... u.~' ~'~Tn4 ~ -- ', 2: ',
." -',~ ~; ..:-'~-¢ )~ r...
. ...~=..=-z~ ~.../~. ,
CERTIFIED [3Y
'
~ '" MUNICIPALITY OF ANCHORAGE ~'
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET
· I~] PLATTING BOARD [] PLANNING & ZONING
CASE NUMBER NAME
8-4820 Heritage Park Subdivision
DATE RECEIVED
COMMENT TO PLANNING BY
FOR MEETING OF CASE OF
[~] PUBLIC WATER NOT AVAILABLE TO PETITION AREA
[] PUBLIC SEWER NOT AVAILABLE TO PETITION AREA
REVlEWER'S COMMENTS:
NOTE: CHECK CONDITIONS AND LOCATION OF SOILS TEST PRIOR TO ANY
ISSUING OF ON-S~TE PERMITS.
71-014 (Rev. 2/78)
~_~,, l'~j~' - .,~..~ ~ii'''''~'''~ ~. SOILS LOG
~OF ANCHORAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PRO~'~'~LNI'AL LI~OT~Ej~3~RLATION
TEST
SOILS LOG - PERCOLATION TEST
RECEI VED
DATE PERFORMED:
PERFORMED FOR: '~--~/~--'~'~
LEGAL DESCRIPTION: LO'f--2- ~lk I Her;~ ~¢~
SLOPE
1~'OV~ ~r~ ~
/
/
11 ~ :/3 WAS GROUND WATER
12 ' I F YES; AT WHAT E
DEPTH?
13~
14- .:. m.di.g I ~ I ~ro~ I .or
~ T~e _] Time.
lg-
19 95-E .." ,'
~ - ~ ' I
20
~ ~ ~ PERCOLATION RATE
SITE PLAN
I,)O'
-1-RA PI T~ON AYr-
I
Depth to I Net
Water [ Drop
(minutes/inch)
COMMENTS
TEST RUN BETWEEN '
FT AND -- FT
PERFORMED BY:
72-008 (6/791
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15-
16
17,
18-
19-
20-
COMMENTS
~J
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
SLOPE
/
/
/
/
J
/
/
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DATE PERFORMED:
SITE PLAN
0
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch}
TEST RUN BETWEEN FT AND ~ FT
PERFORMED BY:
72-008
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5-
6-
7
0
13-
14
15-
16-
17'
18-
19-
20-
COMMENTS
~,, ~,.~/, [~ SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST ~'~
'~_~ V ~.O r~ DATE PERFORMED:
[] PERCOLATION
TEST
SLOPE v
o ~
WAS GROUND WATER ~
ENCOUNTERED? ~J, /~
IF YES, AT WHAT
DEPTH?
SITE PLAN
S
Gross Net Depth to Net
Reading Date Time Time Water Drop
ee
PERCOLATION RATE
(minutes/inch}
TEST RUN BETWEEN FT AND ~ FT
72-008 (6/79)
I [ r
MUNICIPALITY OF ANC. HORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
1
2
4
5
6
7
8
12
14-
17-
18-
20-
COMMENTS
PERFORMED BY:
SLOPE ~ 'SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
15~
lO~
o
Gross Net Depth to Net
Reading Date Time Time Water Drop
\
'?~o:~ 4-/zo o ~'/~o
~,95-E .'
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND ~ FT
72-008 /6/79]
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG-- PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
2
3
4
5
6
7
8
9
~0-
12
13-
14
'17-
18-
19-
20-
COMMENTS
PERFORMED BY:
72-008 (6/79)
/._o¢ /4
SLOPE
o ~
DATE PERFORMED:
/-/SITE PLAN
ENCOUNTERED?
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND --
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
7
8
10
13
14
17
18 °
~0.
20
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
SLOPE
WAS GROUND WATER
ENCOUNTERED?
DATE PERFORMED: /-"~' / Z' ~ ~
O SITE PLAN
AVE.
OF
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
.."
PERCOLATION RATE
TEST RUN BETWEEN
FT AND
(minutes/inch)
__ FT
PERFORMED BY:
72-008 (6/79)
CERTIFI~~DATE: ~z'"'/~'C~-~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCR,PT,ON: L
I
3
4
O,
10-
13-
14
17
~8 :895-E ,:
19
20
COMMENTS
SOILS LOG
[] PERCOLATION
TEST
SLOPE (]'SITE PLA'N
Four~
WAS GROUND WATER /UO S~
ENCOUNTERED?
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND -- FT
PERFORMED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19-
20
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
~cd- P__ ~lk
SLOPE (]SITE PLAN
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
N
:;~. ~. Date Gross Net Depth to Net
; .~.. Reading Time Time Water Drop
·', 4-190 o I o
o.o5
PERCOLATION RATE 2 Z (minutes/inch)
TEST RUN BETWEEN ~-~ FT AND G FT
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
sOILS LOG -- PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
6-
7
8
9-
10-
11
12
13-
14
15-
16
17,
18-
20-
cr burc
~895~E
SLOPE
SITE PLAN
WAS GROUND WATER ' t
ENCOUNTERED? H (~ O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND .~ FT
COMMENTS
PERFORMED BY:
CERTIFIED B
72-008 (6/79,1
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED: ~'
SLOPE SITE PLAN
/do
WAS GROUND WATER NO ~
ENCOUNTERED?
O
P
E
(F YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND -- FT
PERFORMED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
"~ ~ V'CO r~
-ov~ r bu-~q
895-E ..',
SLOPE
WAS GROUND WATER
ENCOUNTERED?
s
P
E
E PLAN
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND __ FT
PERFORMED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10-
.' 11
12
13-
14
15-
16-
17-
18-
19-
20-
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
'~)e t/c_oF[
WAS GROU
ENCOUNTERED? ~) I~
O
P
E
TE PLAN
~5
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
;895-~
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN ~ FT AND ' / F*
72-008 (6/7g)
Re: Heritage Park Subdivision - Case ~S4820
Dear Mr. Grenier:
All soil test data received from Alaska Environmental
Control Services, Inc., addressed tests in 23 lots by using
lot lines and in this manner uses the data to support two
or three lots in one test.
This type of test locations shows characteristics of soil
throughout the subdivision and will support on-site septic
systems. The four soil tests performed by 0 & E Engineering
and Development on October 1, 1977 concur.
Additional soil investigation conducted in May 13, 1978 and
logged by Marvin Beyer P.E., eight tests in all of which
five are in the roadway and will have no bearing on proposed
septic systems on individual lots.
Ail soil test data shows adequate soil and will support on-
site septic systems.
/~However, the Department will require additional soil tests~J~~
in lots without soil test data, also in lots that propos~e _sep-
tic systems greater than 25 ft. from approved soil test holes
prior to issuing sewer permits° · ~
~ ~ Sincerely, ~
CC:
Jerry Weaver, Platting
F. L. Newton
JL: Reading File
John Lynn
Environmental Specialist
ALASKA
EnUIRODmI I1TAL COFITROL $1 RUICi S, IFIC.
~ngineerin§ ~- ~nuironm~nlal $1uclies
Soils Report - Heritage Park Subdivision
Heritage Park Subdivision is located in the SE 1/4 of the
Section 7 Township l4 North Range 1 West, Seward Meridian. The
subdivision contains approximately 29.46 acres and consists of
46 lots. The subdivison is located approximately 2mile off
the Eagle River Road and to the north of the intersection of
Hillcrest Lane and 4th Avenue.
Land Forms
This subdivision is characterized by valleys and benches which
get progressively higher to the north. The valleys appear to
be old abandoned stream beds as evidenced by the type of soil
and the land forms in the area. The area appears to be quite
well drained as the slope of the valleys tend to be toward the
west.
Vegetation
The vegetation of this subdivision is characterized by birch
from four to eight inches in diameter, poppel and mature
willow clumps with the size of the individual trees being four
to six inches in diameter. An occasional large willow is found
that has diameter in excess eight inches. In addition to the
trees mentioned spruce is scattered throughout the
subdivision.
Soil
Between February 1978 and October of 1981 a total of 22 test
holes were made in this subdivision. All test holes were dug
using a backhoe. The depth varied with the majority of the
holes being in the vicinity of 14 to 16 ft. Where the holes
were of shallower depth the further digging was abandoned
because the deeper soils tended to be tighter than what would
be normally used for a on-site sewer system. The general
categorization is that the open timber structure of the
vegetation has allowed approximately l foot to 1.5 foot layer
of silty to sandy loam develop. The part of the subdivision
south of Ivy Hc~e Circle appears to generally be sands to
sandy gravel with silty, sandy, gravel at the deeper depth. In
the area to the north along Tradition Avenue the test holes 7,
8 and 10, done in August appear to be very similar. Test holes
7 and 8 range from a hard sand to a silty sand. There is some
sand mixed with sc~e cobbles in test hole 10. Test hole 9 is
in a valley and the soils appear to be caused by a stream
grading of the materials.
Of the twenty two test holes only two test holes contained
1220 ~,Uest 25th Auenue · Anchorage, Alaska 999os · [907) 275-136i
ground water. These are holes 1 and 2 of the October testing.
Both are located at the extreme eastern part of the
subdivision. Test hole 1 had a depth to water of 14 ft. and
test hole 2 had water at a depth of 9 ft. Tha soils overlaying
these are very good, ranging from sands to gravel. It is still
possible to the put a system on these lots.
A copy of recent soils report on this subdivision is included.
It was impossible to prepare a drawing showing ~he soils
profile for this subdivision because of the method of soils
forming. Water sorting does not give any major consistency to
the beds. In general, the soils in the 4 to 10 foot range can
be classified as clea~ sands and gravels. An occasional hole
may show silty sands or gravels to a depth below the 4 foot
depth. Even this does not go below 6 ft. Below this the soils
are excellent. Only 1 hole, old test hole ~6 by Beyer, shows a
silty gravel between 4.5 and 13 feet.
S la',l'~.lary:
Based upon the information obtained from the soils logs it
would appear that this subdivision has adequate soils for
on-site sewer systems.
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7 ~
8
9
10
11
12
13
14
15-
16-
17-
18-
19-
2.0-
COMMENTS
PERFORMED BY:
MUNICIPALITY OF ANCHORAGE
DEPARTIVIENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
SLOPE
r
WAS GROUND WATER
ENCOUNTERED? ~,-~(~ t
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND -- FT
72-008 [6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVl RONIVlENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SLOPE
SOILS LO~
PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
10
11
12
13
14
15
16
17
18
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
/0 ,&O ,
PER~O LATION RATE ~:~ / (minutes/inch)
COMMENTS ~>~ ~ ~ / r z~ '/',~ ¢.
PE.FOR ED.¥: CERT, F.ED ¥:ATE:
72-008 (6179)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
~ SOILS LOG
[] PERCOLATION
TEST
1
2
3
4
5
6
SLOPE SITE PLAN
11
12
13
14
15
16
17
18
19
2O
COMMENTS
,'EREORMED.',': L
WAS GROUND WATER S
ENCOUNTERED? ~'~ L
0
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND FT
CERTIFIED BY: ¢.~'--y DATE:
72-008 (6/79) ' . .
J
~ ; ~ ~/ SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
1
2
3
4'
6
7
8
9
10-
11
12
13
14
15
16
17
18
19
20-
COMMENTS
PERFORMED BY:
SLOPE SITE PLAN
L
ENCOUNTERED? _
IF YES, ATWHA ~4 /E
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
CERTIFIED BY:
(minutes/inch)
FT AND -- FT
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5-
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
PERFORMED BY:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG-- PERCOLATION TEST
[] SOILS LOG
PERCOLATION
TEST
SLOPE
DATE PERFORMED://0 '~/ ~'~
SITE PLAN
WAS GRO 'ND WATER
ENCO'.'NTERED? o
0
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND ~ FT
CERTIFIED BY: DATE:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPAFITMENT OF HEALTH AND ENVIRONMENTAl PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
/~ SOILS LOG
[] PERCOLATION
TEST
FERFORMED EOR:
LEGAL DESCRIPTION: /~/~ ~' ~- ~-
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
SLOPE
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? ~/'~ ' L
0
P
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
COMMENTS
PERFORMED BY:
/. P,_.W.
TEST RUN BETWEEN FT AND ~ FT
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264~4720
SOILS LOG- PERCOLATION TEST
DATE PERFORMED:
,,~ SOILS LOG
[] PERCOLATION
TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
PERFORMED BY:
~,E ,.¢//- 7'~
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED? ~O' SL
IF YES, AT WHAT
DEPTH?
~G ross Net Depth to Net
Reading Date ~-ime Time Water Drop
~/~-- ::"'~?Z-~,~ o o ~"~-/o
i~/o 0 0 o ,Fl0
PERCOLATION RATE ~;;~13 (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
CERTIF,ED BY:
72-008 f6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
~ SOILS L(~G
[] PERCOLATION
TEST
1
2
3
4
5
6-
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
PERFORMED BY:
SLOPE
SITE PLAN
WAS GROUND WATER S
ENCOUNTER ED? ~,~ ~' L
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
FT AND
(minutes/inch)
-- FT
72-008 ~6/79)
',,.~y ~j X SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION
TEST
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
DATE PERFORMED:
1
2
3
4
5
6'
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
SLOPE SITE PLAN
WAS GROUND WATER /VD [
ENCOUNTERED?
O
p.
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND ~ FT
PERFORMED BY: ~., ~¢~d.
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15'
16-
17
18
19-
20
COMMENTS
PERFORMED BY: ~ )~¢c~'V/
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
82§ L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
SLOPE
DATE PERFORMED: //4~ ~ ~'-"'-~'/Y
SITE PLAN
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN FT AND -- FT
CERTIFIED BY: DATE:
72-008 (6/79)
, 0
Russell Oyster
694-2774
Civil Engineering
Soils ~. Foundations
YEER/NG ~ DEVELOP~.?t¥ i'-
90, Davis St., Eagle River, Alaska 99577 694-2774 or 333-52:40
Russe# Oyster
694-2774
Soils ~ Foundations
Performed for:
Legal Description:
Depth (feet)_
0
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280 .
E~rl E/lis
SOIL LOG Test Pit ~ 1 ~-~so
.... Land Development
Name: Mr. Avron Gensburg , ,Tel. NO.312-ID2-8~69
Matltng Address: 1~0 E. Deere Park Ct. Island park. Ill. 60055
Tract 1, Donaho Homestead Addition ~1
$o.l.!..Characteristtc$
ML - Silt topsoil with roots and organics.
Some sands and gravels.
2?5 sq.ft./br.
,
7
8
GM -.Silty'Sandy Gravel with cobbles to 6 inches.
Tight and compact material. Frost susceptible.
250'sq.ft./br.
ll .
12
13
GP - Sandy Gravel with cobbles to 6 inches. Materials
slightly Cemented with silts. Non'frost susceptible.
125 sq.ft./br.
15
16
Bottom of pit.
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit__
Comments: Pit measured 3' x i5' in plan area,
sa~e.
No XX If yes, what depth
Drain Field
All sides of pit logged the
Performed by: Date: October 1, 1977
Russell Oyster
694-2774
Soils Et Foundations
Performed for:
Legal Description:
,Depth (feet)..
~ -.~'~/Box 90, Davis St., Eagle River, Alaska 99577TM
694-2774 or 688-2280
SOIL LOG Test Pit ~ 2
Earl £11,'s
688-228O
Land Oevalopmont
Name: Mr. Avron Gensburg Tel. No.312-ID2'8369
Matltng Rddress:!~0 ED Deere Park Ct. Isl.and Park, Ill. 60035
Tract 1, Donaho Homestead Addition ~1
',Sol1 Characteristics
ML - Silt topsoil with roots and organics and some
sands and gravels.
GP-GM - Sand~ Gravel with cobbles to 12 inches. Sands and gravels
quSte cementod with silts accounting.for the GM classification.
~0n frost susceptible.
275 sq.ft./br
150 sq.ft./br
12
13
14.
15
~6
GM - Silty Sandy Gravel at 14 feet. very tight and,¢$~olCto§~°o%~leo 250
Bottom of pit. [Nv~kOIqMEN~AL pRG~EcTION
/~UG ~ 5 ~981
Ground Water Encountered: Yes
No.. yj: If yes, what depth
Proposed Installation: Seepage Pit__ Drain Field__
Comments: Pit measured 3' x 15' in plan area. All sides of the pit logged
the same.
sq.ft./br,
Perfomed,by:. , Date:, October 1, 1977
Russell O¥$t'er
694-2774
Soils 8' Foundations
Performed for:
Legal Description:
Depth (feet)
0
~ox 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SO,IL LO~. test Pit # 3
Name: Mr.,Avron Gensburg
Matltng Address: 140 E. Deere Park Ct.
Tract 1, Donaho Homestead Addition ~ 1
Soll Charactertsttc$
ML - Silt topsoil with roots and organics and some
sands and gravels.
£afl £11i~
688-228O
Land Development
Tel. NOo~12-ID2-8369 _
Island P~rk,. li1t 600~
275 sq.ft./br.
5 . )
7 ..... SP 'G? -- Sandy Gravel or Gravelly Sand with cobbles to 6 inches.
Fairly clean and loose° Non frost susceptible.
8
125 sq.ft~/br.
l0
ll
12
13
15
16
-~om of pit.
Ground Water Encountered: Yes__
No ,,X~ If yes, what depth
Proposed Installation: Seepage Pit Drain Field ,,.
Comments: Pit measured 3' ~ 15' in plan area. All sides of the,,,, pit logged
the same.
Perfomed by:
Date: October 1,.1977
Et E
Russe#Oys~er
694-2774
Soils E~Foundations
Performed for:
Legal Description:
Depth (feet)_
0
CiCL)-F"(JHi'UJCAL U' IJbVl:::L.' 'i~iYJD. Fd i
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG Test Pit.~ 4
Earl Ellis
688-2280
Land Developmam
Name: Mr. Avron Gensburg Tel. No.
Hatltng Address: 140 E. Deere Park Cto Island Park,Ill. 60055
Tract 1, Donaho Homestead~ Addition ~ i
Soll Characterist,i¢$,
ML - Silt topsoil with roots and organics and some sands
and gravels°
312,-/J3278,569
275 sqoft,/bt,
3
5 .
6
7 ,
8
GM - Silty Sandy Gravel'with cobbles to 6 inches.
Frost susceptible.
GP - Sandy Gravel with cobbles to 12 inches.
Non frost susceptible°
, 225 sq.'£t./br,
125 sqofto/br,
ll
12
13
15
16
GM - Silty Sandy Gravel with cobbles to 6 inches.
,Frost susceptible.
Very hard at 14 feet.
l~6rr6m of pit°
250 sq.ft./br,
Ground Water Encountered: Yes_. No xx... If yes, what depth
Proposed Installation: Seepage Pit Drain Field
Comments: Pit measured 3' x 15' in plan area° All sides of the pit logged the same~
Performed by: ~~J~k)~,~c',~ Date:October 1, 1977 .' 'i
SUBSURFACE INVESTIGATION FOR RIVER WOOD SUBDIVISION
Eagle River,' Alaska
'The subsurface investigation was conducted on May 13 and 14, 1978
using a Case'580 backhoe to excavate the test pits. Test pit sites were
c'hosen and logging was performed by Marvin Beyer, P.E.
A tot~l of 8 test pit's were placed in various locations so that
they.would be representative of all soil within the 29 acre tract. The
test pits were located by pacing from apparent topographic features so
the location shown on the accompaning map are approximate.
The area Is in alluvial fan outwash of well graded gravel with
layers of silty gravel and gravelly silt with an occasional large (I000 lbs.+)
boulder. The area is'heavily tree covered with birch ~nd occasional
spruce. The top 1 to 2 feet. consists of organic growth with a sandy
silt or gravel.ly silt topsoil.
No groundwater was encountered and there does not appear to be any
shallow groundwater table within the proposed subdivision.'
The NFs sandy gravel appears.to be excellent road building materi~l
and, in the opinion of the writer, there is an adequate quantity of MFS
material on the site to construct the roads in the proposed subdivision.
An analysis of the material'encountered in the test pit indicates
that the area is suitable for on-site septic tank and leaching field or
leaching pit sewage disposal systems for individual residences.
All soils analysis was by visual classl.flcation. One sample of
material was retained from each test pit.
MARVIN BEYER, P.E.
lmc
1
17
3
t~
10
5
7
~lV~/~ WOODS.
RIVER WOODS SUBDIVIS ON
Test Pit No. -
Date: 5-13-78
Logged by: Marvin Beyer, P.E.
Depth in Feet
From to
0.0' 0.4'
0..4' 2.0'
2.0' 3.5'
3.5' .4.8'
4'.8' 5.6"
5.6' 8.o .
'8.0' 13.8
Soil Description
Organic Material
ML sandy silt with roots and decayed vegetation
'F-2, SM silty sand, clean, damp
NFS, GW, sandy gr'avel
F-2, GM,'silty'gravel to gravelly si'lt ".
NFS, GW, sandy gravel with thin (0.1') layer~ of
sandy silt
F-2', GM silty sandy gravel, dry with occasional
6"+ boulder
Frost line
Free water level
Bottom of hole
2.0~
None observed
Test Pit No. 2
Depth in Fee~.
From to
0.0 0.4'
0.4 2.0'
2.0 2.4'
2.4 3.81
3.8 . 4.0'
4.0 8.8'
8.8' 14.2'
Date: 5-13-78
Logged by: Marvin Beyer, P.E.
Soil Description
Organic material
ML, sandy silt with roots, organic
NFs, GW, sandy gravel
silty sandy gravel
~TML?~t~F]~l~yer__ ~-~- o~ sandy s
NFS, SW, gravelly sand, clean
Bottom of hole
Frost line
Free water level
1.5I
None observed
Test. Plt No. 3
Date: '5-13-78
Logged'by: .Marvin Beyer, P.E.
Depth in Feet
From to
0.0' 0.5'
0.5' 2.0'
2.0' 3.0'
3.0' 13.9'
Soil Description
Organic material
ML, sandy silt with roots, organic, occasiona)
F2, SM, gravelly silty sand~ dry
F. 1, GM, si)ty'sandy gravel, well graded mixture,
almost NFS, dry
boulders
13.9'
Frost line
Free water leve]
Bottom of hole.
2.2m
None
Test Pit No. 4
· ?epth in Feet
From to
0.0' 0.5'
0.5' 2.1'
2.1'. 4.1'
· 4.1' 12.0'
12.0
Frost 1.ine
Free water level
Date: 5-13-78' '"
Logged by: Marvin Beyer
,P.E.
Soil Description,
Organic
ML, sandy, sil with vegetation, occasional 3''+ boulder
NFS, GW, clean coarse gravel, 4" maximum
Fl, silty'gravel, very tight, occasional 8"+ cobble, dry
Bottom of hole
2.0'
None
Test Pit No. 5
Depth in Feet.
From to
0.0I 0.8I
0.8' 2.2'
2'.2' 4.5'
4.5' 6.0'
6.0 .13.0'~
Date: 5-13-78
Logged by: Marvin Beyer, P.E.
Soil Description
Organic
ML, tan sandy silt topsoil
NFS~ GW, coarse 'sandy gravel with some 8'+ boulders
NFS,.GW, medium sandy gravel, 2"+ cobbles
NFS, GW, coarse grey sandy gravel, few fines, open
graded
13.0'
Bottom of hole
Frost line
Free water levei
None
Test Pit No..
Depth in' Feet
F r~om
O. O'
0.5'
1.4'
tO
1.4'
13.0'
Date: 5-)3-78 ~
Logged by: Marvin Beyer, P.E.
Soil Description,
Organic
ML, sandy silt topsoil with occasional 8"+ boulder
Fl, GM, silty ~andy gravel, hard, dry, occasional
12"+ boulder -
13.0'
Bottom of hole
Frost line
Free water 'eve)
1.8I
None
-Test Pit No. 7
From to -
0.0I 0.6'
0.6" 2.0'
2.0' 12.5'
Date: 5-14-78
Logged by: Marvin'Beyer, P.E.
Sol1 Description
Organic
.Fl, GM, silty sandy gravel, brown, organic
NFS, GW, coarse sandy gravel, damp, 6"- cobbles
12.5!
Bottom of hole
Frost line
Free water.level
2.0~
None
Date: 5-14-78
Logged by: Marvin Beyer, P.E.
Test Pit No. 8
D6pth in Feet
From to_
0.0~ 0.4'
0.4' 2.0'
2.0' 5.6'
5.6' 13.2'
Soil Description
Organic
ML, brown gravelly silt topsoil
Fl, GM, silty sandy gravel, marginal NFS
NFS, GW, sandy gravel, dry, maximum 6" cobbles
Bottom of hole
Frost line
Free water level
2.0'
None