HomeMy WebLinkAboutSEA TURN Name Change - Soils Log S-5068Caste #
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-SOILS Lo& -S,
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DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
PLATTING OR PLANNING AND ZONING CASE REVIEW
CASE NUMBER S-5068,
PETITION FOR REZONINGOF
SPECIAL EXCEPTION
VACATIONfv
REBIJBDIVISION
DATE RECEIVED February 2, 1979
COMMENT TO PLANNING BY Feb 21, 1979FOR MEETING OF
of Cases
COMMENTS:
ENVIRONMENTAL SANITATION: PUBLIC WATER NOT AVAILABLE
t �S U6L SEWER NOT AVAILABLE TO SER PETITION A EA.
1���� i
1r a� i t _
ENVIRONMENTAL ENGINEERING:
71-014 (9/76)
Y
Y�
2
3
4
5
6
7
8
9
10
12
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25
X01 US
PROJECTS Subdivision
CLIENT H. Mims
W. 0.- 78208
SHEET 1 OF 11
LOG
TEST HOLE NO /
ELEV. TOP OF H i-€-0°
DATE 1/9/79
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Brown, Peat, Pt
Brown, Damp, Organic Sandy
Silt, OL
Gray/Brown, Damp, Silty Sandy Gravel, GM
Cobbles & Boulders from 6.5' to 8.5'
Gray, Sandy Gravelly Silt,
ML
Bottom of Hole
(1) No Water Table
(2) See Field Perculation
Test Data
Perc Test - 30 min/inch at 7.0' to
7.5' -
S�
-
r . r----
-
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
SHEET 2 OF 11
SOILS UOG
PROJECT Mims Subdivision TEST HOLE NO. 2
CLIENT H. Mims ELEV. TOP OF HOLE 6892-
W. 0.
89°W.0• 78208 DATE 1/9/79
0 — 0
Brown, Peat, Pt
2 Brown, Damp, Organic Sandy Silt, OL 2
3 3
4 Brown, Damp, Slightly Silty Gravelly Sandy, SP/SM 4
5 —5
6 Lenses of Clean, Fine Sand, SP 6
From 4.5' to 6.0' and from 9.0' to 10.0'
7 7
8 8
Grab Sample (12.9% Passing No. 200)
9 • 9
10 Cobbles & Boulders at 10.0' to 11.5' 10
11 11
12 12
13 13
14 14
15 15
16 Bottom of Hole `— 16
17 17
18 18
(1) No Water Table
19 19
2 0 (2) See Field Perculation Test Data 20
21 Perc Test - 7 min/inch from 5' to 7' - 21
22 5 U —22
23 / 23
24 � - 24
25 25
2
3
4
SHEET 3 OF
11
SOILS LOG
PROJECT Mims Subdivision TEST HOLE NO. 3
CLIENT H. Mims ELEV. TOP OF HOLE 672
W- 0, 78208 DANE 1/9/79
0
0
Brown, Peat, Pt -
1
1
2
Damp, Brown, Organic Sandy Silt, OL
2
3
3
Damp, Brown, Slightly Silty Sand, SP/SM
4.
4
�--
5
5
6
6
Damp, Brown, Silty Sandy Gravel, GM
7
7
8
8
9
Grab Sample (37.7% Passing No. 200)
9
10
10
11
11
12
'-�td�ore Gravel at Depth '
12
�o tiles & Boulders
13
��=�
13
14
14
Wa er Table 1/9/79•
—
15
o -
15
16
16
17
Bottom of Hole
17
18
18
1 9
(1) Water Table at 14.5' 1/9/79
19
2 0
(2) See Field Perculation Test Data
20
2121
2
Lerc
22
2
23
2
24
25
25
2
3
4
Test - 20 min/inch from 5.5' to 7'
�--
0
1
2
3
4
5
6
7
8
9
10
11
12I
13
14
15
16
17
18
19
20
21
22
23
24
25
SN)- 0 0 L
PROJECT Mims Subdivision
CLIENT H. Mims
W. 0. 78208
SHEET 4 OF 11
CO.- r
TEST HOLE NO. 4
ELEV. TOP OF HOLE 7022L
DATE 1/9/79
lei
r
1•
i
7
3
10
11
12.
13
14
15
16
17
18
19
20
21
22
23
24
25
Brown, Peat, Pt
Damp, Brown, Silty Sandy Gravel, GM _
Cobbles & Boulders from 5.0' to 7.0'
Damp, Brown, Slightly Silty Sand, SP/SM
Bottom of Hole
(1) No Water Table _
(2) See Field Perculation Test Data _
Perc Test/ 3.2 min/inch at 6.0' to 9.0' l
r
1•
i
7
3
10
11
12.
13
14
15
16
17
18
19
20
21
22
23
24
25
�s SHEET 4 OF 11
501 LU 0 G
PROJECT Mims Subdivision TEST HOLE NO. 4
CLIENTH. Mims ELEV. TOP OF HOLE 702°
W. 0. 78208 DATE 1/9/79
0 �
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11
11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
Brown, Peat, Pt
Damp, Brown, Silty Sandy Gravel,
GM
F
Cobbles & Boulders from 5.0' to
.�9
7.0'
Damp, Brown, Slightly Silty Sand, SP/SM
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test
Data
Perc Test - 3.2 min/inch at
6.0' to
9.0'
■ a SHEET 5 OF 11
SOILS LOG
PROJECT Mims Subdivision TEST HOLE NO. 5
CLIENT H. Mims ELEV. TOP OF HOLE 728°
W 0, 78208 DATE 1 9 79 �-
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19-- 19
20 20
21 21
22 22
23 23
24 24
25 25
Brown, Peat, Pt
Damp, Brown, Organic Sandy Silt, OL
Damp, Brown, Silty Sandy Gravel, GM
Cobbles & Boulders from 5.0' to 7.0'
Damp, Brown, Slightly Silty Sand, SP/SM
Damp, Brown, Sandy Gravelly Silt, ML
of Hole
(1) No Water Table
(2) See Field Perculation,Test Data
Perc fest - 8.0 min/inch - "5' to 7:5'
0
1
2
3
4
5
6
7
8
9
10,
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
5 Us
PROJECT Mims Subdivision
CLIENT H. Mims
W. 0. 78208
VL(:.
TEST HOLE NO. 5
ELEV. TOP OF HOLE 728a_
DATE 1/9/"
SHEET 5__OF_ 11
7
12
13
14
16>
16
17
18
19
20
21
22
23
24
25
Brown, Peat, Pt
Damp, Brown, Organic Sandy Silt, OL
Damp, Brown, Silty Sandy Gravel, GM
Cobbles & Boulders from 5.0' to 7.0'
Damp, Brown, Slightly Silty Sand, SP/SM
Damp, Brown, Sandy Gravelly Silt, ML
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 8.0 min/inch at 6.5' to 7.5'
12
13
14
16>
16
17
18
19
20
21
22
23
24
25
SHEET 6 OF 11
SOILS LOG
PROJECT Mims Subdivision TEST HOLE NO.(_ 6
CLIENT H. Mims ELEV. TOP OF HO
W. 0.— 78208 DATE 1/9/79
0 0
1 1
2 2
3 3
4 4
55
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
fflo
20 20
21 21
22 22
23 23
24 24
25 25
Brown, Peat�Pt -
Damp, Brown, Organic Sandy Silt, OL
e�
Damp, Brown, Silty Sandy Grave CGM(
Grab Sample (29.5% Passing No. 200) -
P
_
Damp, Brown, Sandy Silt, ML -
Bottom of Hole `f -
(1) No Water Table'"
(2) See Field Perculation Test Data
Perc Test - 8.6 min/inch from 4' to 6'
A
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
!SCD 0—IS
PROJECT Mims Subdivision
CLIENT H. Mims
W. O. 78208
_-�--_-SHEET 6 OF^11
R- (0 G
TEST HOLE NO. 6
ELEV. TOP OF HOLE 746°
DATE 1/9/79
,J
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
___Brown.
Peat,
Pt
—
Damp,
Brown,
Organic
Sandy Silt, OL
Damp,
Grab
Brown,
Sample
Silty
(29.5%
Sandy Gravel, GM r
Passing No. 200) `�nJ
Damp,
Brown,
Sandy
Silt,L
Bottom of Hole
—
(1)
No Water
Table
—
,J
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
A
1
2
3
SHEET 7 OF 11
Brown, Peat, Pt
5®1 LS U 0 G
Damp, Brown, Organic Silty Sand, OL
PROJECT Mims Subdivision TEST HOLE NO._ 7
Damp, Brown, Silty Sandy Gravel, GM
CLIENT H. Mims ELEV. TOP OF HOLE 7852-
85°W.
Cobbles & Boulders from 6.0' to 7.5'
W0. 78208 DATE 1 /9/79
Damp, Brown, Sandy Gravelly Silt, ML i
Bottom of Hole
0
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 8 min/inch from 4' to 5'
1
2
3
4wgo
5
56
b
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
1
2
3
Brown, Peat, Pt
Damp, Brown, Organic Silty Sand, OL
Damp, Brown, Silty Sandy Gravel, GM
Cobbles & Boulders from 6.0' to 7.5'
Grab Sample (33.4% Passing No. 200). ,
Damp, Brown, Sandy Gravelly Silt, ML i
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 8 min/inch from 4' to 5'
'
SHEET 8
OF 11
SOILS LOG
PROJECT Mims Subdivision TEST HOLE NO.
8
Bottom of Hole
�D.
(1) No Water Tabl
(2) See Field Perculation fest Data
Perc Test - 12 min/inch from 4' to 5'
CLIENT H. Mims ELEV. TOP OF HOLE 7742-
74°W.
W.0. 78208 DATE
1/9/79
0
--
0
1
2
1
2
3
3
4
4
5
5
6
6
7
7
8
—
8
9
9
10
10
11
12
11
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
2.3
23
24
24
J25
25
Brown, Peat, Pt
Damp, Brown, Organic Sandy Silt, OL
Damp, Brown, Slightly Silty Sandy Gravel, GP/GM
Grab Sample (16.3% Passing No. 200)
Cobbles & Boulders from 8.0' to 10.5'
Brown, Silty Gravel, GM
Bottom of Hole
�D.
(1) No Water Tabl
(2) See Field Perculation fest Data
Perc Test - 12 min/inch from 4' to 5'
2
3
4
5
6
7
8
9
10
12
13
14-
15-
16-
17-
is -
19 --
20-
21
41516171819 -
2021
22-
23-
24-
25-
Brown,
223-
24-
25
C -D 9 L
PROJECT Mims Subdivision
CLIENT H. Mims
W.O. 78208
SHEET _8OF 11
TEST HOLE NO. 8
ELEV. TOP OF HOLE 7742-
DATE
74°DATE 1/9/79
W
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Brown, Peat, Pt _
Damp, Brown, Organic Sandy Silt, OL
Damp, Brown, Slightly Silty Sandy Gravel, GP/GM--
P/GM—Grab Sample (16.3% Passing No. 200) —
Grab
Cobbles & Boulders from 8.0' to 10.5'
Brown, Silty Gravel, GM —
Bottom of Hole —
(1) No Water Table
W
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
SHEET 9
OF 11
SOILS LOG
Damp, Brown, Silty Sandy Gravel, GM
PROJECT Mims Subdivision TEST HOLE NO.
9
Grab Sample (24.4% Passing No. 200)
CLIENT H. Mims ELEV. TOP OF HOLE
774°
Brown, Gravelly Silt, ML
W. O. 78208 DATE
1/9/79
(1) No Water Table
(2) See Field Perculation Test Data
0
0
Perc Test - 20 min/inch from 6' to 7'
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23-
23
24
24
25
25
Brown, Peat, .Pt
Damp, Brown, Organic Sandy Silt, OL
Damp, Brown, Silty Sandy Gravel, GM
Cobbles & Boulders from 9.0' to 10.0'.
Grab Sample (24.4% Passing No. 200)
Brown, Gravelly Silt, ML
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 20 min/inch from 6' to 7'
m
.SHEET 10
OF 11
Damp, Brown, Organic Silt, OL
SOILS LG
Damp, Brown, Silty Sandy Gravel, GM
Grab Sample (33.7% Passing No. 200)
PROJECT Mims Subdivision TEST HOLE NO. 10
Brown, Sandy Gravelly Sift, ML
329-
CLIENT H. Mims ELEV. TOP OF HOLE 7329-
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 30 min/inch from 5' to 6'\
W. 0.
W.O, 78208 DATE 1/9/79
0
0
1
2
1
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19--
19
20
20
21
21
22
22
23
23
24
24
25
25
Brown, Peat, Pt
Damp, Brown, Organic Silt, OL
Damp, Brown, Silty Sandy Gravel, GM
Grab Sample (33.7% Passing No. 200)
Brown, Sandy Gravelly Sift, ML
Bottom of Hole
(1) No Water Table
(2) See Field Perculation Test Data
Perc Test - 30 min/inch from 5' to 6'\
—SHEET 11 OF 11
SOILS LOG:
PROJECT Mims Subdivision TEST HOLE NO. 11
CLIENT H. Mims ELEV. TOP OF HOLE 6462-
W. 0,_ 78208 DATE 1/9/79
0
0
1
Brown, Peat, Pt
2
Damp, Brown, Organic Sandy Silt, OL
1
2_
3
3
4
Wet;, Brawn, Silty Sandy Gravel, GM
4
5
5
0
6
j
Slow Seep
6
7
Damp, Brown, Sandy Gravelly Si1t�L
7
8
8
9
Cobbles & Boulders from 9.0' to 10.5'
9
10
10
11
12
Wet, Silty Gravelly Sand, SM
11
12
13
Water Table
13
=
14
14
15
15
16
16
Bottom of Hole
17
17
18
18
(1) Slow Seep at 6-2--
19
19
20
20
21
2.1
22
22
23
23
24
24
25
25
1/9/79
(2) Water Table at 13� I/9/79
E) SOILS LOG
MUNICIPALITY OF ANCHORAGE
\ PERCOLATION
(4// �1 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROT EC110N
TEST
< <{. (4( DEPARTMENT
Pouch 6650, Androrape, Alaska 99502 276Ml
-R_
- SOILS LOG -PERCOLATION TEST
;0AED FOR:
DATE PERFORMED: -
DESCRIPTION: %_/�
OPE SITE PLAN
i -i -
1NAS GROUND WAT ER S I_ J �-- -_-�
-�-
ENCOUNTERED? _�� _ L I
D _- �- J
E, I
IF YES, AT WHAT -
DEPTH? —_._ -_—
_j.- 1
t,1Q')G sxrx�_ S' n 7/ aF 'v
I'.�f:7L 9f10
PERCOLATION RATE _ _0 —__--. (rnlnuies/inch)
TEST RUN BETWEEN -L1 ��-- FT AND �- FT
NTS
CERTIFIED BY:
1/76)
DATE:
00
PERCOLATION RATE _ _0 —__--. (rnlnuies/inch)
TEST RUN BETWEEN -L1 ��-- FT AND �- FT
NTS
CERTIFIED BY:
1/76)
DATE:
PERFORMED FOR: _
LEGAL DESCRIPTION:
1
2
3
4
5
6
7-
8-
9-
10-
11 -
-12-
13•
14-
15
16
17
18
19
20
COMME
PERFORMED BY:
72006 (7/76)
L
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Pouch 6.650, Anchorage, Alaska 99502 276-22'11
SOILS LOG -- PERCOLATION TEST
E] SOILS LOG
Pr PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
WAS GROUND WATER
S
ENCOUNTERED?
L
O
Depth to
P
Reading
E
IF YES, AT WHAT
Time
DEPTH?
Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -.7!Z%- FT
CERTIFIED BY:
DAT
Gross
Net
Depth to
Net
Reading
I
I
Time
Time
Water
Drop
I
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -.7!Z%- FT
CERTIFIED BY:
DAT
Gross
Net
Depth to
Net
Reading
Date
Time
Time
Water
Drop
-10-v
2: o
0—
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H
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I Y If
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1 v' n
1 It
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t1_L1t
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10 1111 %t
1 I 11
1
11
f{
10 M41
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -.7!Z%- FT
CERTIFIED BY:
DAT
fl �
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:
».nnn i-ii7nl
❑ SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
TEST
Pouch 6-650, Anchorage, Alaska 99502 27&2221
SOILS LOG — PERCOLATION TEST
DATEPERF7MED:��
w /
SLOPE
WAS GROUND WATER i 1 � S
ENCOUNTERED? �(✓ L
O
P
IF YES, AT WHAT E
DEPTH?
Reading
Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
5I5It
O
a
it
3
"
O muv.
!i� Ln�
t,of
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t�
ti
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It
$
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if A
PERCOLATION RATE 7 —(minutes/inch)
TEST RUN BETWEEN -49— FT AND ----7-- FT
CERTIFIED BY:
DATE:
❑ SOILS LOG
MUNICIPALITY OF ANCHORAGE
C*3
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 14'00' PERCOLATION
TEST
Pouch 6-650, Anchorage, Alaska 99502 276-2221
SOILS LOG — PERCOLATION TEST
'ERFORMED FOR: DATE PERFORMED:' - /O —7 /
_EGAL DESCRIPTION:r
IrDEPTH (�'TSLLOOPEE TSITE PLAN
I (FEET) I I ' I I I
1
2
3
4
5
6
7
0
9
10
11
12
1:3
14
15
16
17
1s
19
20
COMM
PERFORMED BY:
72 008 (7/76)
WAS GROUND WATERS
S
ENCOUNTERED? �(/ L
O
P
IF YES, AT WHAT E
DEPTH?
Reading Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
o f4w.
1 O
Ir
loin r ,
O
/
n
1 tI
PERCOLATION RATE__3• A (minutes/inch)
TEST RUN BETWEEN r ��gf
FT AND —1 FT
CERTIFIED BY:
DATE:
r
I] SOILS LOG
w"
MUNICIPALITY OF ANCHORAGE ry /e
I,.p PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION YYY TEST
`E 'S Pouch 6550, Andiorage, Alaska 99502 2762221
SOILS LOG - PERCOLATION TEST
5 PERFORMED FOR: _—�_// '///y�� ' , --DATE PERFORMED: --
LEGAL DESCRIPTION:J�
51 OPE SITE PLAN
1-
2
3•
4'
5
6
7'
8
9
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER
ENCOUNTERED? _ �V
IF YES, AT WHAT
DEPTH? _
WLNIAG � DAff��
-r PEl/V TV
N, 9 ra--I�
I I I
I I
I I
I
PERCOLATION RATE
Rl tl
TEST RUN BETWEEN _5 �— FT AND J- F
COMMENTS —_-
S ' CERTIFIED BY:
PERFORMED BY:_ — -- —:-
72008 (7/76)
DATE:
Z
WAS GROUND WATER
ENCOUNTERED? _ �V
IF YES, AT WHAT
DEPTH? _
WLNIAG � DAff��
-r PEl/V TV
N, 9 ra--I�
I I I
I I
I I
I
PERCOLATION RATE
Rl tl
TEST RUN BETWEEN _5 �— FT AND J- F
COMMENTS —_-
S ' CERTIFIED BY:
PERFORMED BY:_ — -- —:-
72008 (7/76)
DATE:
o �e
PERFORMED FOR: _
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
r
0 SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION W000' PERCOLATION
TEST
Pouch 6.650, Anchorage, Alaska 99502 2762221
SOILS LOG — PERCOLATION TEST
COMMENTS
PERFORMED BY:
72-00H (7/76)
SLOPE
-DATE PERFORMED:
SITE PLA
ATER S
L
O
P
T E
late
Gross
Time
Net
Time
Depth to
Water
Net
Drop
-o-I -
�twr
r
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I r
/ H
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--31.7____
_JG_.nuv,yM-_-.-
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'r EST RUN BETWEEN FT AND FT
CERTIFIED BY:
DA
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SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST
LAT7oN
Pouch 6-650, Anchorage, Alaska 99502 276-2221
\ SOILS LOG - PERCOLATION TEST
PERFORMED FOR: -----i DATE PERFORMED: ' lo_7U_L11
LEGAL DESCRIPTION:-
si nPF SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
PERFORMED BY:_
72-008(7/16)
I _
i I
WAS GROUND WATERS
S
ENCOUNTERED? �I�L
__— O
P
E
IF YES, AT WHAT
DEPTH?
ReadingDate
Gross
Time
Net
Time
Depth to
Water
Net
Drop
_.JO----
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---1 Z�--
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PERCOLATION RATE
/ �xII 4 ca/11
[EST RUN BETWEEN � FT AND� FT
CERTIFIED BY:
DATE:
SOILS LOG
MUNICIPALITY OF ANCHORAGE
n
+.. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTIONPERCOLATION
Pouch 6650, Anchorage, Alaska 99502 276-2221 TEST
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: DATE PERFORMED:
LEGAL DESCRIPTION:i��. No. 6 ��v f uQJJ g
r �o,rU—I ' SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
PC
COMMENTS
PERFORMED BY:
72.008 (7/76)
WAS GROUND WATER vS
ENCOUNTERED? l L
O
P
IF YES, AT WHAT i E
DEPTH?
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
y.t
4
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1 a
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1 11
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PERCOLATION RATE ,/(minutes/inch)
TEST RUN BETWEE _ FT AND —!J2— FT
CERTIFIED BY:
DATE:
0 SOILS LOG
MUNICIPALITY OF ANCHORAGE
o +r DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
i Pouch 6650, Anchorage, Alaska 99502 276-2221 TEST
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: DATE PERFORMED: • 7 /' �� /
LEGAL DESCRIPTION:`
--� SLOPE SITE: PLAN
PERFORMED BY:
72,008 (7/76)
WAS GROUND WATER S
ENCOUNTERED? L
LN
Date
Gross
Time
O
P
E
IF YES, AT WHAT
DEPTH?
Pleading
Date
Gross
Time
Net
"rime
Depth to
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Net
Drop
•
0 of
2
sLO.mw.
Li n
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�' ��
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PERCOLATION RAT � —(minutes/inch)
TEST RUN BETW ENFT AND .s:r2—_ FT
CERTIFIED BY:
DATE:
PERFORMED FOR: _
LEGAL DESCRIPTION:
DEPTH
(FEET)
,
2
4
5� -=
6 --
7
----7
8
s
9
10
11 Jam,
12 Y
13-
14-
15-
16
3 14151s
17-
18-
191
718,s
20
COMMENTS
PERFORMED BY:
72.006 (7/76)
❑ SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST TEST
Pouch 6650, Anchorage, Alaska 99502 276.2221
t SOIqG - PERCOLATION TEST
li 'rq
i �4,t i'- uc- /� �u
DATE PERFORMED:% iI -79
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' SLOPE
WAS =N AT ER S
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P
IFYES, A WHAT
E
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Drop
-ir
p
p
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i
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N
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/
p
PERCOLATION RATE / dz (minutes/inch)
TEST RUN BETWEEN. FT AND — — FT
CERTIFIED BY:
DAT
SOILS LOG
_ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
a+� TEST
Pouch 6650, Anchorage, Alaska 99502 276-2221
SOILS LOG - PERCOLATION TEST
-ORMED FOR: DATE PERFORMED:
77 -11- 7 9
AL DESCRIPTION: SMSA.
-_
SLOPE SITE PLAN
DEPTH
(FEET)
12
13
14
15
16
17
18
19
20
VIMENTS
3FORMEDBY:
906 (7/76)
WASGROUND
ENCOUNTER&
IF YES, AT WH
DEPTH?
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
rrjo
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-®
2
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PERCOLATION RATE f -D (minutes/inch)
TEST RUN BETWEEN /-- FT AND .7— FT
CERTIFIED BY:
DATE:
RECEIVED JAN251979
(JU HARDING -LAWSON ASSOCIATES Engineers, Geologists an d Geophysicists
624 W. International Airport Road, Anchorage, Alaska 99502 . (907) 276-8102
JAY M. ENGLAND
Professional Engineer
Associato-inCharge
DUANE L MILLER
Professional Engineer
Chief Engineer
LETTER OF TRANSMITTAL
TO: UNWIN, SCHEBEN, KORYNTA & HUETTL
2515 "All St
Anchorage, Alaska 99503
ATTENTION: Mr. Earl Korynta, P.E.
SUBJECT: Miscellaneous Laborator Testing_- Harold Mims Property
OUR JOB NO. 5552 005.08
Transmitted herewith YsXare the following:
Presented below are the results of the seven "fine
wash" sieve tests you requested on January 18, 1979
re subject project. All samples obtained by others. _
Boring No. Percent Passing No. 200 Sieve _
2 12.9
3 37.7
6 29.5 —_
7 33.4
8 16.3 -
9 24.4
10 33.7
HARDING-LAWSON ASSOCIATES
By DL) cll'�
D.E. Bruggers
Date 1/19/79
CC:
UNWIN -SCHEBEN - KORYNTA - HUETTL
2515 A ST. ANCHORAGE 276-4245
--DATC--
PROJECT:
PLATE
F' inrd Swir Cu,.....i.rd S.;t.
Yo.. Wan "if+LI i m_Il.r lb- Nu 100 Ywr .Y.n Wf of ma uW u L, W. Na MO
-
Tbc No 10` r L.at Nr wnlc4 "0 -lir a, m.rd
. Gn.c6
SvW.d1r
V
Mort tL Hore W+o wf oLL��.e
;_
Iranm a w+l4r thae Ir.<t va L Lrscr rk.0
.IY
Na-.. rcae. <
o_
Sih. and ❑.n situ ..itCLn.
(For .i.ul <L uifiulioo, Ibc K in. i,ouf 4
-
y.
L'puid 4mrc L;q.id limi<
.vui •alrvr N Abe No. a .I d,<5
.ia
Gn.<I> -ilN
_
50 tru Nan 5il
-
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Finu
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(APorm.blr
Mildc or
(Ayc,c,.bl<
(U}
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of fin,.)
al finr>1
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x
0
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-
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ng
L
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-
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D,1, -in, and > nd Lvm [raio>iar n�
PLASTICITY
INDEX
D,di"a w ycrcou[r of An,. No
Z00 rre >.ec) mar.<-[ninrd niL arc cla»ifiN v fc:i.-.:
GW. GP. SW, SP.
S% GW.
°c
Gal. GC. SH, Sr -
t_ 3
5% b 12% Bwlvline —ara. -o z
c -
-
ci of d -I .rmbol>_
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on
UNWIN -SCHEBEN - KORYNTA - HUETTL
2515 A ST. ANCHORAGE 276-4245
--DATC--
PROJECT:
PLATE
I
Anchorage, Alaska
March 7th., 1979
REPORTS BY WATER*WELL DRILLING COMPANIES VICINITY OF RABBIT
CREEK ROAD, GOLDEN VIEW &MERCEDES DRIVEa.
Penn Jersey Company(Mr Lawrence Schacle) reports wells
his Company has drilled are from 78' to 120' in depth,and
produce from 10 to 20 gallons per minute, in above area.
Syren Drilling Company(Mr. Syren) reports that wells
his Company has drilled in above area are from 60' to 90 '
in depth,and produce from 5 to 15 gallons per minute:
Wilson Well Drilling Company(Mr. Wilson) reports that
water wells his Company has drilled in above area are from
85' to 180' in depth and produce gxom five gallons,and upward,
per minute. "Says theres no problem getting good well anywhere
in the vicinity.
,M & W Drilling Co.(Wayne Westard sp.?) Said water wells
in that immediate vicinity average approx. 1201 deep and
produce 5 & 6 gallons per minute and upward.
The Hauck residence across section line from S.W. Corner
of subject property have a water well which is 117' deep,
according to Cassel Realty(Mr.Elden Haugen) No production
figure quoted.
Mr. Art SimonI has new house on next land Ea.of subject
property,and new well, 96 Ft.deep,producing 5 to 6,G,�l.per min..
— . above' survey by pnoae conducTed try Fi.G. Mims;37779.
LL-JMXA
2
515 P STREET
A(11CHO[ AGE, AK. 99503
907/276-4245
January 29, 1979
Mr. Harold Mims
Box 4-258
Anchorage, Alaska 99509
Re: Proposed Mims Subdivision
Subsurface Soils Investigation
Our Job No. 78208
Dear Mr. Mims:
This report presents the results of our soils investigation for the
proposed subdivision of a 40 -acre tract of land located north of Rabbit
Creek Road and above Golden View Drive. The field investigation was
conducted on January 9 and 10, 1979. The results of that investigation
are included in this report as follows:
Vicinity Map
Testhole Location Sketch
Proposed Subdivision Layout
Testhole Logs (Sheets l through 11)
Perculation Test Datat` 1� ,I
Summary of Laboratory Test Data $ ;1�� I'i`�''I� 7 '"
Standard Explanatory Information
Drilling was accomplished utilizing a mobile drill rig mounted on a
dodwell Vehicle, owned and operated by Denali Drilling, Inc. The tes-tholes
were logged and perculation tests conducted by our firm. Harding -Lawson
and Associates performed the laboratory test data on grab samples taken
during the drilling operation.
The purpose of the investigation was to provide sufficient soils data
for establishing the feasibility of on site disposal of sanitary waste
using seepage pits. To accomplish this, we drilled 11 borings distributed
across the site as shown on the attached Testhole Location Sketch. These
borings were uniformly spaced across the site to identify the various
soil zones for perculation characteristics. During the drilling, our
engineer was present to log the holes and to obtain grab samples of the
various soil types. All soils were visually classified in the field in
accordance with the Unified Soil Classification System as described
GORDON D. UNWIN, P.E. LEO SCHEBEN,JR.,P,E„L,S, EARL D. KORYNTA,P,E, JAMES A. HUETTL,A.I.A.
Mr. Harold Mims
January 29, 1979
Page 2
herein. The grab samples were brought back to the laboratory for further
analysis and to verify the field logs.
In addition to the Field logs and soil sampling, several perculation
tests were conducted. Based on the visual classification of the soil
types during the logging of the testholes, areas with probable high and
low perculation ranges were identified. One or more perculation tests
were then conducted in each of these ranges to establish the probable
high and low perculation rates across the site.
SITE AND SOIL CONDITI
The site is a 1320 foot square parcel located north of Rabbit Creek
Road. Mercedes Road traverses the middle one-third of the site from
south to north. The entire site slopes uniformly from east to west with
slopes ranging from 5 to 20%. There are no areas within the parcel with
slopes in excess of 25%. A natural drainage swale follows along the
approximate southerly boundary of the site.
The surface of the site is blanketed_by an organic mat of forest stuff
or peat ranging in depth from Q6" to 18"), averaging approximately 12
Underlying the organic mat is a layer of fine organic sandy silt or
silty sand (topsoil) ranging in depth of up to 2.5'. The subsurface
soils consist primarily of silty gravelly sands and silty sandy gravels
to the depths explored (16'). Based on the laboratory analysis of grab
samples taken during drilling, the amount of fines ranges from a low of
approximately 10% to a high of approximately 35%. No water table was
encountered across the site with the exception of testholes #3 and #11,
which are in the vicinity of the lower end of the drainage swale. The
water table in testhole 71T3 was located at the 14' level and in testhole
#11 at the 11' level. The lots in the vicinity of testholes #3 and #11
were increased in size to discount all area within the parcel with
probable shallow water table.
Based on the observed field perculation rates, visual testhole logs and
laboratory data, on site sanitary waste disposal systems appear feasible
on all lots within the proposed subdivision. Minimum perculation rates
for the proposed lots are estimated or measured as follows:
Block 1 : Lots
1 and 220- to
3.0-thin/inc
Lots
3, 4, 6,-), 8,
9,
and 1 -T10 to 20 min/inch]
Lots
5, 11, 12, 13,
and
14 - 5 to 10 mi -n Tinch
Mr. Harold Mims
January 29, 1979
Page 2
Block 2: Lots 1 and 2 - 5 to 10 min/inch
Lots 3, 4, 5, and 6 - 10 to 20 min/inch
Block 3: Lots
1 and
2 -
20
to
30
min/inch
Lots
3, 7,
85
9,
and
10
- 5 to 10 min/inch
Lots
4, 5,
and
6
- 3
to
5 min/inch
We hope this is sufficient for your present needs. If vie can offer
further clarification, please do not hesitate to contact me.
Very truly yours,
Earl D. Kdrynta
EDK/ptm
Enclosures
irN7s
SURVE
32 33 34 _� 35 36
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gyp` I `115' MAP
q� rp1444 1 3
VICI
T12N,R3W SCALE I"= I MILE
PRELIMINARY
PLAT OF
FORELAND VIEW SUBDIVISION
ASubdivision of LOCATED D 1/wItS 1/4 Section 35
NW 1/4,SW1/4 Sec. 35 T12_N,R3W, SM.
CONTAINING 40. ACRES _
yr n— [ '� TA
C},..i Tim
UN < 1 SCS I E
=j= = Consulting Engineers and Surveyors - 103 E 26th Ave Anchor go
272-8911 or 272-6051
208 FILE No. 5-80 _
DRAWN T W_�SCALE = 100 W.O. No. 78_
R-6 CHECKED LS DATE I / 9/ 79 GRID 312.8 F.B. SHEET i OF
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