HomeMy WebLinkAboutMATHIESON Soils LogsS
0 & E GEOTECHNICAL & DEVELOAMENT CO.
.,...: •Il"r c.
oox 90, Davis St., Eagle River, Alaska ��957z,; `•,,,,,y
6942774 or 6882280 ,
Russell Oyster' ., I Eaar Allis
6942774 SOIL LOG
Soils Et Foundations 't" 6
1 Land Development
Performed for: Name: MATRIESON SUBDIVISION IR!.:• Te1."No. 688-2350
Mailing Address: P. 0. BOX 511 Eagle River, Alaska 99577
Legal Description: Lot 3D Mathieson Subdivision
Depth (feet) Soil Characteristics
0
1 ML - Silt topsoil with roots and organics. 275 sq. ft./BR,
2
3 GW - Sandy Gravel with cobbles to 12 inches.
y Clean and loose. 85 sq. ft./BR,
5
GM - Silty Sandy Gravel. 250 sq. ft./BR,
6
7
8
9.
GP -GM - Sandy Gravel with
various
amounts of silts.
10
Random lenses and
pockets
of clean sands and
gravels throughout.
200 sq. ft./BR.
11
12
13
15
26
4�16
SdLLom of pit.
Ground Water
Encountered: Yes
No XX
If yess what depth
Proposed
Installation: Seepage Pit
Drain
Field x%
Comments:
Pit measured approximately
3 x 15
feet in plan area.
Performed by: Date: April 25. 1977
0 Et E GEOTECHNICAL Et DEVELOPMENT CO.
box 90• Davis St.. Eagle River. Alaska 99577
6942774 or 688.2280
Russell Oyster Earl Ellis
6942774 SOIL LOG 688-2280
Soils Er Foundations Land Development
Performed for: Name: MATHIESON SUBDIVISION Tel. No. 688-2350
Mailing Address: P. 0. Box 511 Earle River, Alaska 99577
Legal Description: Lot 4C Mathieson Subdivision
Depth (feet) Soil Characteristics
0
1 ML - Silt topsoil with roots and organics.
2
3
GW - Sandy Gravel with cobbles to 12 inches.
4 Clean and loose.
5
6
7
8 GM - Silty Sandy Gravel with cobbles to 12 inches.
3' 9.
f 10 _
11
12 GP -G11 - Sandy Gravel with cobbles to 12 inches.
13 Small amounts of silts.
1L
15
16
73oitom of pit.
Ground Water Encountered: Yes No xx If yes* what depth
275 sq. ft./BR.
85 sq. ft./BR.
225 sq. ft./BR.
150 sq, ft./BR.
G�•.::!' 1. O� ,r
a,
t;e..325
Proposed Installation: Seepage Pit Drain Field xx
Comments: Pit. measured Annroximately 9 x 15 feet. in n an Area All sides of pit
lnnnrvi the sa-e_
Performed by: Date: April 25, 1977
0 & E GEOTECHNICAL & DEVELOPMENT CO.
.,ox 90, Davis St., Eallle River, Alaska 99577
6942774 or 688 2280
Russell Oyster Earl Ellis
6942774 SOIL LOG 688-2280
Soils & Foundations Land Development
Performed for: Name: MATHIESON SUBDIVISION Tel. No. 688-2350
Mailing Address: P. 0. Box 511 Eagle River, Alaska 99577
Legal Description: Lot 3B Mathieson Subdivision
Depth (feet) Soil Characteristics
0
1 ML - Silt topsoil with roots and organics
2
3
In
5
6 GW - Sandy Gravel with cobbles to 12 inches and boulders to
3 feet. Very clean and loose.
7
8
15
16
Water running into pit readily at 11 feet.
Bottom Of pit.
Ground Water Encountered: Yes KX No If yes* what depth 11t
,Proposed Installation: Seepage Pit
Drain Field xx
Comments: Pit sloughed in badly. All sides of pit logged the same.
275 sq. ft/BR.
85 sq. ft./bR.
' l
Performed by: Date: April 25. 1977
9.
i
}
to
•11
12
13
14
15
16
Water running into pit readily at 11 feet.
Bottom Of pit.
Ground Water Encountered: Yes KX No If yes* what depth 11t
,Proposed Installation: Seepage Pit
Drain Field xx
Comments: Pit sloughed in badly. All sides of pit logged the same.
275 sq. ft/BR.
85 sq. ft./bR.
' l
Performed by: Date: April 25. 1977
{. 0 Et E GEOTKHNICAL & DEVELOP-MENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 6882280
Russell Oyster Earl Ellis
6942774 SOIL LOG 6882280
Soils Er Foundations Land Development
Performed for: Name: MATHIESON SUBDIVISION Tel. No. 688-235o
Mailing Address:_ P. 0. Box 511 Eagle River, Alaska 99577
Legal Description: Lot 3A Mathieson Subdivision
Depth (feet)
0
Soil Characteristics
1 ML - Silt topsoil with roots and organics.
2
3 GW - Sandy Gravel with cobbles to 12 inches.
Clean and loose.
y
5
•.h: 6-
7-
8
7B SW - Gravelly Sand, very clean and 1well graded.
3
9
10
r. 11
12
13
14 GP -GM - Sandy Gravel with cobbles to 12 inches.
Small amount of silts.
15
275 sq, ft./BR
100 sq. ft./BR.
0
125 sq. ft./BR.
°4
Boottom of pit.
16
(�..
Ground Water Encountered: Yes No xx If es, what depth spa<.: �o..-1 L. o,""
y c i ho. 4236-E
<
Proposed Installation: Seepage Pit Drain Field xx ���3°�/7p°°:• °" s
�t,a iorco�l0 •.
Comments: Pit measured approximately 3 x 15 feet in plan area. All sides of the
pit loPPed the same.
` Performed by: Date: April 25. 1977
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