HomeMy WebLinkAboutMARGUERITE HILLS LT 1A-2Onsite File
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MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
I
(feet)
1
2-
3-
4-
5 -
6 -
7
8
9
10
11
12
13
14
15
16
17
18
19
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION- PROPOSED MARGUERITE HILLS SUBDIVISION
PERFORMED FOR: CHARLES LEKITES
DATE: 4/7/2005 PROJECT No
PARCEL IDI- TECHNICIAN: A. HARALA
TxI TEST HOLE #1 Type of Test: ® Percolation
PT/OG/OL SLOPE
COMMENTS:
SITE PLAN
POORLY GRADED GRAVEL
GROSS TIME
(MINUTES)
GP
DEPTH OF
WATER
(INCHES)
SOME FRACTURED ROCK
:y
"
•7.
y -i
1
LOT 2A nu
8.19"
.�
BOTTOM OF HOLE
COMMENTS:
SITE PLAN
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES)
4/8/05
"
1
LOT 2A nu
8.19"
LOT 28
2
1:20
10
LUT ZC
1
61
Z
1:21
8.12"
4
1:31
10
14.121'
6"
5
Eld t 9 Ave Let
8.12"
lDT 7D
6
1:42
10
y �En
6"
20-50%
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES)
4/8/05
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1:10
8.19"
2
1:20
10
14.19"
1
61
3
1:21
8.12"
4
1:31
10
14.121'
6"
5
1:32
8.12"
6
1:42
10
14.12"
6"
PERCOLATION RATE: 1.7 (Ivm vjNCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 3.5 FT. and 4.5FT.
WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NONE DATE OF MONITORING: 4/10/05
NO IMPERMEABLE LAYERS ENCOUNTERED. TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 4/11/2005
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
4L49th _
LEGAL DESCRIPTION: PROPOSED MARGUERITE HILLS SUBDIVISION r®®
PERFORMED FOR- CHARLES LEKITES
DATE: 4/7/2005 PROJECT No
PARCEL ID#- TECHNICIAN: A. HARALA
EPTH TEST HOLE #2 Type of Test: ® Percolation
feet)
1
2
3
4
5
6
7
8
9
1
11
12
13
14
15
16
17
18
19
20
j /Xj PT/OG/OL SLOPE
MICHAEL E. ANDERSON
No. CE -4381 '
r• ®®A
SITE PLAN
POORLY GRADED GRAVEL
GROSS TIME
(MINUTES)
�3
WATER F
(INCHES)
GP
IDT 2A ao
SOME FRACTURED ROCK
IDT 2B
1
2:14
LAT 2C
6.5i1
•7 .
COHMUR ES •e 2.
<10% SILT
2:24
10
14t1
7.511
3
v
BOTTOM OF HOLE
MICHAEL E. ANDERSON
No. CE -4381 '
r• ®®A
SITE PLAN
READING
GROSS TIME
(MINUTES)
�3
WATER F
(INCHES)
NET DROP
(INCHES)
IDT 2A ao
TEST HOLE PRESOAKED PRIOR TO TESTING:
IDT 2B
1
2:14
LAT 2C
6.5i1
COHMUR ES •e 2.
2
2:24
10
14t1
7.511
3
v
6.7511
EdrtkV 9 Ave Id WT 2D
4
2:35
10
14.2511
7.511
I•
5
,>n
6.511
SL
P 20 50%
E
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
WATER F
(INCHES)
NET DROP
(INCHES)
4/8/05
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
2:14
6.5i1
2
2:24
10
14t1
7.511
3
2:25
6.7511
4
2:35
10
14.2511
7.511
5
2:36
6.511
6
2:46
10
1411
7.511
PERCOLATION RATE: 1.3 avEN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 3.5 FT. and 4.5FT.
WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NONE DATE OF MONITORING: 4/10/05
COMMENTS: NO IMPERMEABLE LAYERS ENCOUNTERED. TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MLMCIPLE GUIDELINES IN EFFECT ON THIS
DATE: 4/11/2005
MUNICIPALITY OF ANCHORAGEOF
DEVELOPMENT SERVICES DEPARTMENT ®s��PC..••••••..,,, *6 ®
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 ®�-`
49
a. 49th
•
SOILS LOG - PERCOLATION TEST ; �' """""""" "'
o..........................................
M t MICHAEL E. ANDERSON
♦#C NO. CE -4381
LEGAL DESCRIPTION- PROPOSED MARGUERITE HILLS SUBDIVISION ®®®.,,.
PERFORMED FOR- CHARLES LEKITES ®®'.p SS...... ®
DATE: 4/7/2005 PROJECT No
PARCEL ID -4- TECHNICIAN: A• HARALA Professional Engineers Sta
DEPTH
1
2-
3-
4-
5-
6-
7
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
I TEST HOLE #3 Type of Test: ® Percolation
PT/OG/OL SLOPE
POORLY GRADED GRAVEL
':�� •' `_� BOTTOM OF HOLE
COMMENTS
PLAN
READING
GROSS TIME
(MINUTES)
GP
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES)
a
TEST HOLE PRESOAKED PRIOR TO TESTING:
�z-
IAT 2A Ao
1
CLEAN
IAT 28
7.25"
LOT 2C
SOME FRACTURED ROCK
CHAMES
t2.
14.511
7.2511
':�� •' `_� BOTTOM OF HOLE
COMMENTS
PLAN
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES)
IF3
TEST HOLE PRESOAKED PRIOR TO TESTING:
IAT 2A Ao
1
3:33
IAT 28
7.25"
LOT 2C
2
CHAMES
t2.
14.511
7.2511
•
3
3:44
711
E.d+Dq B A— Lot
4
3:54
10
LAT 2D
7.25"
5
3:55
7.511
LO 20-50%
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES)
4/8/05
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
3:33
7.25"
2
3:43
10
14.511
7.2511
3
3:44
711
4
3:54
10
1 14.2511
7.25"
5
3:55
7.511
6
4:05
10
14.2511
7.25t1
PERCOLATION RATE: 1.4 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 3.5 FT. and 4.517T.
WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NONE DATE OF MONITORING: 4/10/05
NO IMPERMEABLE LAYERS ENCOUNTERED. TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 4/11/2005
=ROM : GASTALDI LAND SURUEY
Past -it' Fax Note
PHONE NO. : 90-172489362
�Fax
nchorage
Fax T HUMAN SERVICES
Alaska 99502--01650
LATj0N TEST
Feb. 17 2005 12:31PM P1
or
/ y! • MICHAEL N, ANDERSON .y a r4
• _CE 9/69
r � v DATE PERFORMED:
PERFORMED FOR:
A� r 111 / 1 Township, RangeSection
:LEGAL
Secti:
LEGAL DESCRiPTiON: fs+ Si t}Pi: SITE PLAN
flF-PTH j 4-•0 !1 - Z
. i
2
7
3
4
5
all m, p,.,
9
10
11
12
13
i4
15
I7
18
19
20
:�pMhAENTS
WAS GROUND WATER
. (
ENCQUNTERED7
_x.-40
Reading Date Tuna
s
Watbr
L
IF YES, AT WHAT
O
DEPTH?
— - P
E
ato to Water Aner
4str 3 '� a..
Moniwnn�? .�t`1-�S .
Gras
Net
Derma: to
Net
Reading Date Tuna
Tirne
Watbr
Drop
3!2 F z �f riot
L{- h r 9
r
r� �r
r
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t wk
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PERCQLATtON HATE5 nwuiewinun; PERC HOLE DIAMETER Edi L
TEST SUN BETWEEN --I=— FT AND � FT
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