HomeMy WebLinkAboutSTODILL S-5300
-.~,~. - MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET
~ [] PLATTING BOARD [] PLANNING&ZONING
CASE NUMBER NAME
S'5300 Lots 1 and 2 Stodill Subdivision
DATE RECEIVED
November 28, 1979
COMMENT TO PLANNING BY
December 17, 1979
FOR MEETING OF CASE OF
[~] PUBLIC WATER ~N~9~r~AVAILABLE TO PETITION AREA
[] PUBLIC SEWER_N.O~T AVAILABLE TO PETITION AREA
REVlEWER'S COMMENTS:
I
I
71-014 (Rev. 2/78)
Steven A. Johnson
P.O. Box 76
<Chugiak, AK 99567
Phone: 907-688-3085
?ERFORN~EO FOR: Gary
LEGAL DESCRIPTION:
SOILS LOG ~ PERCOLATION TEST
S to~qe DATE PERFORMED:
~z ~ ,~ SW~,Sec30 TiSN R~W
[] SOILS LOG
PERCOLATION
TEST
2
3
4
5'
6
7
8
9
10
tl
12
13
14
16
17
t '-16'
pert tested 5'-7'
SLOPE
gravelly silt (,~4L)275!
dense gray,brown
silty gravel w/
some sand
L
WAS GROUND WATER
ENCOUNTERED? NO
total depth 16'
lot slooes to
SITE PLAN
1 0/10/7a 60 ' 3'.75
2 60 2.50
3 30 ~.125
4 30 1.00
PERCOLATION RATE ~0 Iminutes/inch)
TEST RUN BEl%¥EEN ~ , FT AND 7 FT
south
'PE~FORMEDBY:
Steven A. Johnsop,
CERTIFIED BY: Ti: ~.0/11/7U
Steven A. Johnson
P.O. Box 76
Chugiak, AK 99567
,Phone: 907-688-3085
SOILS LOG -- PERCOLATION TEST
[] PERCOLATION
TEST
PERFORMED FOR
LEGAL DESCRIPTION:
Gary STone
DATE PERFORMED:
R!W S~'~
2
3
5
6 perc
?
8
9-
10-
12-
14
16
17
18
19
2O
COMMENTS .
SLOPE
gravelly silz (...~)275
dense gray-brown
sSl~y gravel w/
some sand
250 ftZ/bm
tested 5'-7'
total depth 16'
WAS GROUND WATER
ENCOUNTERED? N0
IF YES. AT WHAT
DEPTH?
i .0/10/7~ 60
I
2 60 I 2.50
3 30 I z.125
4 30 I 1.00
PERCOLATION RATE
TEST RUN E~ET1/VEEN
lot slones to south
5 . FT AND ? FT
PERFORMED BY: St'even A. Johnso~
~ERTIFIEDBY: TE: 10/11/78
Steven A. Johnson
P.O. Box 76
Chugiak, AK 99567
Phone: 907-688-3085
SOILS LOG -- PERCOLATION TEST'
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
Sam Stogsill
DATE PERFORMED: ~ 0/10/78
LEGA[ DESCRIPTION:
0'-17 gravelly silt ~,,
' oens~ gray-brown
2 silty gravel w/
SLOPE
SITE PLAN
i , I
8
lO
]3 \\\\
14
15
17
18
19
2O
COMMENTS
perc
some sand (GM~
250 ft /bm
tested
grading to ' .... ~
G,,-~,, at lO'
10'-13'
sandy gravel wV
silt WAS GROUNO WATER
200 ft 2/bI~EiNCOUNTER EO?
IF YES. AT WHAT
DEPTH?
bedrok at 13
N0
test
very
Reading
· i 0/10/7; 60 2.50
2 60 .1.75
3 60 1.50
4 i 3o 0.625
5 36
PERCOLATION RATE 48 [mlnu[es/inch)
TEST RUN BE~IEEN ~ FT AND ~ FT
located [n gully runnin~ KE-SW, topography of site
irregular due to bedrock outcroos
PERFORMED BY:
72-008 (7/76)
Steven A. Johnson
Steven A. Johnson
P.O. Box 76
Chugiak, AK 99567
'Phone: 90%688-3085
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
5-
7
8
9
lO
11
12
14
15
16
17
18
19
20
COMMENTS
Sam Stogsill
'DATE PERFORMED:
1 '-10'
perc
gravelly silt
dense gray-brown
silty gravel w/
some sand (GM]
250 rtZ/bm
tested 3'-5'
1 o/i o/? 8
SLOPE
G,,-u~,~ at 10'
grading to
10'-13' sandy gravel w7
silt WAS GROUND WATER
' 2O0ft2/b~NCOUNTERED?
NO
IF YES, AT WHAT
DEPTH?
bedrok at 13.
test
very
SITE PLAN
Readin9 Date Gross Net Depth to Net
Time Time Water Drop
1 0/10/7l 60 2.50
2 60 i .75
3 60 1.5o
4 30 0.625
5 30 I 0.625
PERCOLATIONRATE 48 (minute~/inch)
TEST RUN 8El~NEEN ~ . FY AND ~ FT
located in gully running NE-SW~ topography of site
irregular due to bedrock outcrgps I'
PERFORMED BY:
Steven A. Johnson
CERTIFIED 8Y:
St6ven A. Johnson
?.0. Box 76
Chugiak, AK 99567
Phone: 907-688-3085
SOILS LOG - PERCOLATION TEST
E] SOl LS LOG
PERCOLATION
PERFORMED FOR:
Sam Stogsill
DATE PEREORMED: 10/10/78
LEGAL DESCRIPTION:
1 '-10'
2
3
7
8
9
10
11
14-
'15 -
16
17
18
19
20
COMMENTS
I~,INm~,SE~,NW¼,SW¼,See
__ gravelly silt
dense gray-brown
silty gravel w/
some
30 T15N Rlw S;4
SLOPE
grading to GW-G?,5 at 10'
SITE PLAN
10'-13' sandy gravel wi
silt WAS GROUND WATER
~ --~2'0-0~°6--2~)~UNTER
NO
bedrok at 13. too' -' ~
ading Date Gross Net Depth to t
Time Time ~'.% :ct ~ Drop
i o/z 0/7; 6o 2.5o
2 60 1..75
3 60 1.5o
4 3o 0.625
5 ~ "--:30 ...... O. 625
//.---
~ERCOLATION RATE 48 {minutes/
T E ST RUN BE TWEEN ,'D ~q')~ AND l~ FT_~/'
test located in gully running N~-Sb, topography oz site
very irregular due to bedrock outcrops
,
PERFORMED BY:
72 008 (7/76)
Steven A. Johnson
CERTIFIED BY: ..,
St~ven A. Johnson
P.O. Box 76
Chugiak, AK 99567
Phone: 907-688-3085
SOILS LOG- PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR: Gary Stone DATE PERFORMED:
LEGAL DESCRIPTION: S½,,NE~,-' SE~'~N~,~, '~ SW¼,Se¢30 T15N RiW S['4
1 0/1 0/7 ~
2
3
4-
5
6
7
8
9
10-
11
13-
15-
16
t7
18
19
2O
CQMMENTS
0'-1' gravelly sllt (ML)275
-16'
dense gray-brown
silty gravel w/
some sand (GM)
250 ft~/bm
SLOPE SITE PLAN
perc tested 5'-7'
total depth 16'
lot
ENCOUNTERED? ~0
IF YES. AT WHAT
DEPTH? '
Gross Ne! Depth to Net
Reading Date Time Time Water Drop
1 0/10/7~ 60 3.75
2 60 2.50
3 30 1.125
4 30 1.00
PERCOLATIONRATE
TEST RUN BETWEEN
slopes to south
30 (m~nute~/inch}
5 , FT AND 7 FT
PERFORMED E~Y:
72-OO8 (7/76)
Steven A. JohnsoD
CERTIFIED BY:
10/11/78
SOU1H£E,~II-#AL /tEGIO/~IAL OF£1E£
/
DEPT. OF HEALTH ~
ENVIRONMENTAL PROTE~IO~
~ ~0~ ~2~
MAY 2 ~ ,~,.
RECEIV ED
Mr. Tom Webster
Route 2, Box 405
Eagle River, AK 99577
Subject: ~Eagle River Lots
and 051-302-33)'
(Tax, Assessment Numbers 051-302-22
Dear Mr. Webs'her:
This office ha's no objection to a well with~ a protective
radius of 150 feet serving the subject lots. Any sewers
within 100 feet of the well must be cast or ductile iron.
Sincerely, /%
KyletJ. Cherry, P.E~.
Regional Environmental Supervzsor
cc:
sv
Departme~t~ of .Environmental Protection~!~*~- ~
(80-10~) E O.