HomeMy WebLinkAboutT15N R1W SEC 8 LT 14
T15N R1W SEC 8
Lot 14
#051-091-19
EAGLE RIVER ENGINEERING = OF
10421 VFW RD, SUITE 201 Ar
EAGLE RIVER, AK. 99577 f * ' *00
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG -PERGOLA f` CHRISTOPHER R. WOOD.' k AO
TI 0 N TEST �J, CE -10387 =4y
AV
AV
PERFORMED FOR: DAVE NEUSCHWANDER DATE PERFORMED 6/15/05 1�r1�� Essio�+♦sem
LEGAL DESCRIPTION: T15N,R1 W,SEC 8, L0114 TOWNSHIP RANGE SECTION T15N,R1 W,SEC 8
TEST HOLE # 1
DEPTH
(FEET)
0
1
2
3
5
6
7
9
10
11
12
13
14
la
16-
17-
18-
19-
20-
21-
22 -
COMM
ORGANICS
AND ORANGE TOPSOIL
GRAY SW -GW
OCCASIONAL COBBLES
. TO 18'
I'//I BROWN CLAY
20%
5%
SITE PLAN NOT TO SCALE
DATE
06!15/2005
®
DEPTH TO WATER NET DROP
4' 1/2 0
t
®
515
518
TH-2
TH
7/16
1/2
1
4
5
06/15/2005
06/15/2005
518
5:20
34"
0
4' 3
4'
7/16
1/2
2 15/16
0
6
Q6/15/2005
TH-4
36"
4' 3
,
2 15/16
LOT 14
41 (IPF
WAS GROUND WATER
ENCOUNTERED? YES
IF YES AT WHAT DEPTH 8'
DEPTH TO WATER AFTER 7.8'
MONITORING?
DATE: 10 15 2005
PERC TEST RESULTS
READING
1
DATE
06!15/2005
GROSS TIME NET TIME
515 0
DEPTH TO WATER NET DROP
4' 1/2 0
2
3
06/15/2005
06115/2005
515
518
30"
0
4' 3
4'
7/16
1/2
215/16
0
4
5
06/15/2005
06/15/2005
518
5:20
34"
0
4' 3
4'
7/16
1/2
2 15/16
0
6
Q6/15/2005
521
36"
4' 3
7/16
2 15/16
rtKCULATION RATE= 0.19 (MIN/INCH; PERC HOLE DIAMETER=6"
TEST RUN BETWEEN 3 FT AND 4 FT
SOILS LOGG B C RISTOPHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI
I /l
CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /� s
EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOC - PERCOLATION TEST
PERFORMED FOR: DAVE NEUSCHWANDER DATE PERFORMED 6/15/05
LEGAL DESCRIPTION: T15N,R1 W,SEC 8, LOT14
TEST HOLE # 3 sI npF7
DEPTH
(FEET)
0
ORGANICS
1 AND ORANGE TOPSOIL
b,
2-
3—
GRAY
3GRAY SW—GW
4 OCCASIONAL COBBLES
TO 18'
5-
7 7
GRAY CLAYEY GRAVEL
8
9
5%
20%
10
BEDROCK WAS GROUND WATER
11 ENCOUNTERED? NO
12 IF YES AT WHAT DEPTH NONE
13 DEPTH TO WATER AFTER 7.7'
JMONITORING?
14 DATE: IO/15/2005
15
16
17
18
19
4
COMME
OF
„��'
o ,
�n .CHRISTOPHER R. WOOD.* 4
+"�J, CE -10387
k I WPROFESSION PV
TOWNSHIP RANGE SECTION_ T15N,R1 W SEC 8
PERC TEST RESULTS
READING DATE
GROSS TIME NET TIME DEPTH TO WATER
NET DROP
1
06/15/2005
6:00
000
2'10
0
2
06/15/2005
6:09
9:20
3' 3 1/2
5 1/2
3
06/15/2005
6:10
0:00
2' 10
0
4
06!15/2005
619
9:25
3' 3 1/2
5 1/2
5
06/15!2005
6:22
0:00
2'10
0
6
06/15/2005
631
9:36
3' 3 1/2
5 1/2
PERCOLATION RATE= 1.75 (MIN/INCH; PERC HOLE DIAMETER=6"
TEST RUN BETWEEN 3 FT AND 4 FT
SOILS LOGE S BALZARINI PERCOLATION TEST BY: CHARLES BALZARINI
4y / CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUN1CPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: blrr
EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: DAVE NEUSCH WANDER DATE PERFORMED 6/15/05
LEGAL DESCRIPTION: T15N,R1W,SEC 8, LOT14
DEPTH
TEST HOLE # 4 SLOPE
(FEET)
0
ORGANICS
1
AND ORANGE TOPSOIL
2
°''
GW SW
° .
3
°
H2O SEEP
4
5
GRAY
CLAYEY GRAVEL
6
7
8
0
9
10
11
12
13
14
15
16
17
18
19-
20-
21-
22-
COMMEN
WAS GROUND WATER
ENCOUNTERED? YES
IF YES AT WHAT DEPTH 3.5'
DEPTH TO WATER AFTER 3.2'
MONITORING?
DATE: 1 O/15/20os
AW
�
I '.CHRISTOPHER R. WOOD,. a
� �,� CE -10387 \Z�
444' QFESSIOkANl_ ♦�
�►\\wry
TOWNSHIP RANGE SECTIONT5N,R1_ W3SEC 8
SITE PLAN(NOT TO SCALE)
® TH 4
TH-1
LOT 14
SI nPF
PERC TEST RESULTS
PERCOLATION RATE= 2.15 (MIN/INCH) PERC HOLE DIAMETER=6"
TEST RUN BETWEEN 1 FT AND—2 FT
SOILS L GGED Y: CHARLES BALZARINI PERCOLATION TEST BY: CHARLES BALZARINI
CERTIFY THAT THIS TEST WAS PERFORMED IN AC
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:?%/f? ACCORDANCE WITH ALL STATE