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February 13, 1992
LanTech
440 West Bensen
Anchorage, AK 99503
Attention: Tom Dreyer a [
Subject: Lot 6A, 6B & 6C Block 2, Rabbit Creek View
Soils Exploration/Water Monitoring
Dear Tom:
RECEIVED
FEB 1 8 1992
Municipality of Anchorage
Dept. Health & Human Services
The initial soils exploration of Lots 6B and 6C was conducted on May 22, 1991.
The holes were dug to depths of 12' to 13' and no water was encountered.
Monitor tubes were placed in the holes and checked throughout the summer
for water. No water was detected in these holes throughout the summer and
fall seasons.
On November 12, 1991, additional holes were dug on Lots 6B and 6C. Again, no
water was encountered nor was any water observed in the existing monitor
tubes. These new holes did indicate, however, the presence of bedrock at 7' to
10' below the surface. Shallow bed type septic systems would be required to
maintain the 6' separation distance from the bedrock in these locations.
The bedrock on Lots 6B and 6C is inconsistent and varies in depth from the
surface. Subsurface groundwater, however, does not appear to be a problem as
we monitored its presence from May through November with no indication of
water. Recently we checked the monitor tubes on Lot 6A and found minor
amounts of water at the bedrock level. Due to the extremely heavy snowcover
we were unable to locate the monitor tubes on Lots 6B and 6C. It seems logical
to assume, however, that no water is present in the tubes.
From observations made throughout the year it appears groundwater will not
be a problem in constructing septic systems on Lots 6B and 6C. The presence of
bedrock may require shallow bed systems if adequate area cannot be found for
more conventional systems. This will also provide insurance against
groundwater intrusion, should it ever occur, as the separation distance from
bedrock is 6' and the separation distance from groundwater is only 4'. Please
advise if we can be of further service.
Sincerely,
Michael E. Anderson, P.E.
June 7, 1991
Lan tech
440 W. Benson Blvd.
Anchorage, AK 99503
Attention: Tom Dreyer
Subject: Proposed Subdivision
Leo Street & Nickleen Street
Gentlemen:
S91O6AUG261991
On May 23 and 24, 1991, test pits were dug on lots identified as 1, 2
and 3 on the attached site plan. The purpose of the exploration was
to determine if the underlying soils were suitable to support onsite
waste disposal systems. A house is currently situated on Lot 3 and is
served by a crib type septic system. This system is functioning
poorly at the present time and, according to the owner, will soon be
upgraded.
Six holes were dug and monitor tubes were placed in three of the
holes. No water was detected on Lots 1 and 2. An accumulation of
10" of water was measured on Lot 3 after 14 days of monitoring.
The logs of the test holes and the percolation rates are enclosed for
your use. A site map of the subdivision is also enclosed which details
location of the test holes and delineates the required reserve areas
for each lot.
The overall site is heavily wooded with Lot 3 located on a knoll and
Lots 1 and 2 situated lower and virtually flat. Minor amounts of
surface runoff were seen in the ditches along Nickleen Street, but no
water was detected on any of the lots. Bedrock was encountered on
Lot 3 at depths varying from 5' to 9'. This situation will require
placement of a bed type disposal system in lieu of the conventional
deep trench type. It does appear, however, that all lots will
accomodate on site septic systems. Please advise if further
information is required.
Sincerely,
Michael E. Anderson, P.E.
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401 East Fireweed Lane
ANCHORAGE, ALASKA 99503-2197
(907) 276-3770
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March 14, 1992
LanTech
440 West Bensen
Anchorage, AK 99503
Attention: Tom Dreyer
Subject: Lot 6A, Block 2, Rabbit Creek View Subdivision
Well As -Built
Dear Tom:
At your request we inspected the well located on Lot 6A, Block 2, Rabbit
Creek View Subdivision to determine the static water level and other
pertinent data. We were unable to determine when or who drilled the
well and were unsuccessful in locating a well log. Field measurements
indicated the static water level in the well at 67' below ground surface.
The pump is set at 175' below the surface. The estimated total depth of
the well is near 200'. It is difficult to get an exact depth without removing
the pump first. Please advise if additional information concerning the
well is required.
Sincerely,
Michael E. Anderson, P.E.
RECEIVED
MAR 1 8 1992
Municipality of Anchorage
Dept. Health & Human Services
March 10, 1992
LanTech
440 West Bensen
Anchorage, AK 99503
Attention: Tom Dreyer
Subject: Lot 6A, 6B & 6C Block 2, Rabbit Creek View
Soils Exploration/Water Monitoring
Dear Tom:
On March 6, and again on March 9, 1992, we monitored the water level in
the tubes on Lots 6A and 6C of the subject subdivision. Snowcover was
extremely heavy and we were unable to locate the tubes on Lot 6B. We
are continuing our efforts to locate these tubes so water level can be
checked.
No water was found in any of the monitor tubes on Lots 6A or 6B. We will
let you know the status of the water level on Lot 6B once the tubes are
relocated.
Sincerely,
Michael E. Anderson, P.E.
RFirVED
MAR 1 8 1992
Miumccpal,ry of Anchorage
Dept. Health & Human Services
sit
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1410
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
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ERFORMED BY: 414 AI /441.4M
I ��`"^""'�•� �'ATIFY THAT THIS TEST WAS PERFORMED IN
:CORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE "9/41 `7 f
-DOB (Rey. 4/55)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
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ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72-008 (Rev. 4485)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
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ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72-008 (Rev. 4/85)
THAT THIS TEST WAS PERFORMED IN
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QUADRA Engineering, Inc.
401 East Fireweed Lane
ANCHORAGE, ALASKA 99503-2197
(907) 276.3770
JOB
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: % TCCJ-I
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
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11
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15
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COMMENTS /40L.0 7I2 -E- SOAK-gt S/za/q,. Airc2_ LCJJCL- ,ropto ui DAYS 40
PERFORMED BY: /'i /4-4,1,14..."-
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CERTIFIED BY: 74.f4..V//A
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72-008 (6/79) `- S
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
LAP-1-rL C.ni
LEGAL DESCRIPTION:
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
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DATE PERFORMED:
27 SOILS LOG
PERCOLATION
TEST
pv"�9! J1
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44
SLOPE
Gross
Time
Net
Time
S11± PLAN
Net
Drop
9: do
74,
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PERCOLATION RATE L[ /� (minutes/inch)
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PERFORMED BY: / . rl °ra Q
72-008 (6/79)
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CERTIFIED BY: /YN.0 Qt Q ELC TE:
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
L_4 J
1—CCH
LEGAL DESCRIPTION: LOT'.., 3LOcc..� Zr KAserr-
C4 -1 K— ✓I tial
1
3
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15
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mow",®® °iR'S SEAL)
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��.,o�,./e�a:e• ea.; seas.® t.•. ect i
eeveee ,.A_�..1�.........•...
:uRaeB E Meat hp
eDn
fad
Aso
DATE PE
Township, Range, Section:
-715 go 511
p&M
1,60KOCK
<.1%-r- f pry- 77
PERFORMED BY. A. P-0 f�••�
SLOPE
1t
WAS GROUND WATER -�
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water Aller
Monitoring? re¢ROLL Dale. 5/30T/
SITE Pi,AN
70'
1
ttcsr
‚7-
3
13
(X -1e
Irce2e'
/r
./
9i
0
Reading
Date
Gross
Time
Ne
Time
Depth to
Water
Net
Drop
T!
SA‘{
T.?/J
/0/s/"
—
Z
V ' 40
zo
11"
3I5/ "
#3
C.00
za
/I ste
S/, "
#,J S'
ZO
7N
/Z 75-
1It "
=5'
c:nrlo
zo
/237v"
SlA `"
6-6,.
G ' D 0
z,.0
/3 4/4 .,
s/§ "
/00 M,...
3 A ,.
PERCOLATION RATE
TEST RUN BETWEEN
3??
(minutes/Inch)) PERC HOLE DIAMETER
FT AND Y FT
G
Idat. { '1t6 1 t -"THAT THIS TEST WAS PERFORMED IN
57130/9/
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE.
72-008 (Rev. 4/85)
•
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: 64, 24eX/T
DEPTH
reEf1
4-
5-
6-
7
8-
9-
10-
11 -
12-
13 -
14-
15
16
17-
18-
19-
20 -
r� Obr'4 E
£yy :49TH
EAL)
•
a .
We
14:1 ,.ao
t, sa)oae comms nmoo
O.v.o e••i00•m..Ymmem m Ortiz
tG)\`Michael E. Anderson £'
t -d, et, 41381-E • k.�
�. '•..owo• 3A
rie
r �.
DATE PER FORF,Q:a.,/ 9I
Ct.. tarjTownship, Range, Section:
r1
fel
COMMENTS
nsr-
PERFORMED EY4' 'rlf2i I74"1-44
/tIt/
CMS—Cf-qT-1;y THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DA'E 1//Z1f 9/
y1�f( htr
SLOPE
WAS GROUND WATER 1
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water After
Monitoring? Date -
G/5
ITE PLAN
r
Reading
Date
Gross
Time
Ne
Time
Depth to
Water
Net
Drop
iik/
it
/i: 9 4
22 hit "
le
/1:+19
S
233/9"
/%"
it 3
//:54/
- S
2 4 p/y"
/ "-
*Pito
//s55
DV /2"
rte/
I
5
Z3'/z'11
. 1 "
#5
/2:495
5
Z41A."
/"
i' -L
/2.:ro
5"
Z5 1/2'
7,4
a-NLO
/1:12-
ZL %L"
--"
a'7
/z:17
5
ZS VA"
a
(,p;
3
4.
c
pi'?
t
r
Reading
Date
Gross
Time
Ne
Time
Depth to
Water
Net
Drop
iik/
/D/i q
/i: 9 4
22 hit "
itL
/1:+19
S
233/9"
/%"
it 3
//:54/
- S
2 4 p/y"
/ "-
*Pito
//s55
DV /2"
rte/
12:00
5
Z3'/z'11
. 1 "
#5
/2:495
5
Z41A."
/"
i' -L
/2.:ro
5"
Z5 1/2'
7,4
a-NLO
/1:12-
ZL %L"
--"
a'7
/z:17
5
ZS VA"
718"
PERCOLATION RATE --- tminutesnncn) PERC HOLE DIAMETER
•
TEST RUN BETWEEN 'a
FT AND 3_FT
Nva Pnc so Arco) 7>a n it To Paco 4.4.77.'4
SM 14151et-➢szCg.. r-as-na r+4 GP -G Al _ EAS C. 1:c5rL•�
72.008 (Re4 85. orj 6P- 6M Tote-.
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
T
LEGAL DESCRIPTION:
1
3
4
5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
WEE -T1
0
b boon
'ab v
w: PROFEeS1,
DATE PERFORMED: i
Township, Range, Section:
64'-6M
-s_
COMMENTS 'v514-
K
PERFORMED BY: A ° drat,
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72-008 (Rev. 4/85)
WAS GROUND WATER No
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth lo Water Atter
Monitoring? Date.
S
L
0
P
E
Reading
Date
SITE PLAN
Ne
Time
``SLOPE
l
Net
Drop
4
11
i
IxN
Lor
3
t°er—
315f2
lit
WAS GROUND WATER No
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth lo Water Atter
Monitoring? Date.
S
L
0
P
E
Reading
Date
Gross
Time
Ne
Time
Depth to
Water
Net
Drop
PERCOLATION RATE 4•
TEST RUN BETWEEN
(minutes/inch) PERC HOLE DIAMETER
FT AND
FT
I Mien- e- 440 a 0 CERTIFY THAT THI TEST WAS PERFORMED IN
7/9/
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
, 825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
L.,41"..1r&Z.l4
DATE PERFORMED
-44 IP
LEGAL DESCRIPTION: -
SLOPE
kd" SOILS LOG
UI PERCOLATION
TEST
(1/' 3o 91
DEP-711
1t�/�
2 %
3 S M
-
gD
eAcci
5 4,40 GM
Ifc
X10 -CSM
9- �WROC ,
10 -
11 -
12-
13-
14 - OF f ? `Z”,
15- fece-a ,r e�tltltl. `%, m-•' , 4
^t, `,tj
gal .c`.� C) TS4 s: )
16'- Py000o �OB0 jµ Oq.CG6tlee of oatltjl
pr
�.... acou0tlatl sas. �o..
17 - 1 M4 Michael E. Anderson
4 43331-E
6r' �`' Art yfrFj
.4. 'to,. v
19.-
�ag�y,ar�'
20 -
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
1
SITE PLAN
/i
3
z
c'
r
Reading
Date` I��
7
Gross
Time
Net
Time
Depth o
Water
Net
Drop
tt
b: 91
t.759
I'
7: o 1
io M :Al
8.2-54
.54 9
r'
71'1—I
t�
%6
.67-5
n
7:9I
It
72 -SO
,375
tl
g:ol
't
6,x,75
076
PERCOLATION RATE
�
-, TEST RUN BETWEEN
-Thr 1 Sr /40L.C.. PA•C So 4440
Lf /
,I
v FT AND 7/1.-- FT
4i. Arra pear,
(minutes/inch)
Mor.ny 4
rya- i . DAYs-'{4' 4tWMMl/L4TDP.J or /00�" /of uc,�Ayra DC7-ol.M/ a
PERFORMED BY: . / ira 1t/ CERTIFIED BY: h441-1(.�t� 824et--RATE.%')'✓ 70� /I
tar Mn I
72-008 (6/79)