HomeMy WebLinkAboutDUNN Lots 1 & 2 S-5909
/ -::: ~ MUNICIPALITY OF ANCHORAGE
/I~, DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
: ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET
[2 PLATTING BOARD ~] PLANNING & ZONING
ASE NUMBER NAME
S-5909 Lots 1, 2 Dunn Subdivision
~ATE RECEIVED
September 21, 1981
;OMME-NT TO PLANNING BY
October 7, 1981
FOR MEETING OF CASE OF
I~"~UBLIC WATER NOT AVAILABLE TO PETITION AREA PUBLIC SEWER NOT AVAILABLE TO PETITION AREA
71-014 (Rev. 2/78)
· SOILS LOG
MUNICIPALITY OF ANCHORAGE
· PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST CASE #5909
PERFORMED FOR: Dr. Wallace Dunn DATE PERFORMED: 10/6/81 & 10/14/81
LEGAL DESCRIPTION: Lot 1, Dunn Subdivision, within U.S. Government Lot 103, SE¼,SE9,T12N,R3W,SM
1
2
3
4
5
6-
7-
8
9
4" Fiberous Organics, PT
Brown SILTY GRAVELLY SAND, SP-SM
Moisture Content - 9.5%
w/roots
Light Brown SILTY SAND, SM
Moisture Content - 9.3%
SLOPE SITE PLAN
Moisture Content - 8.4%
Brown SILTY SANDY GRAVEL, GM
Moisture Content - 9.0%
10
11
12
13
14-
15-
16
17
18
19
20
COMMENTS
PERFORMED BY:
72-008 (6/79)
Moisture Content - 19.2%
WAS GROUND WATER
ENCOUNTERED7
s
P
E
IF YE-S, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading ()ate 'rime Time Water Drop
1 10/14/8: 8:30 - 58-1/4"
2 " 9:00 30 min. 63-3/4" 5-17~
3 __ " 9:30 39_min~_ 65-1/2" 1-3/4"
4 " 9:59 29 min. 67-1/2" 2"
5 ,' 10:00 I ~li~. 55" _
6 " 10:30 30 min. 58" 3"
7 " 11;00 30 min. 60-1/2" 2-1/2"
8 " 11:30 30 min. 62-3/8" 1-7/8"
9 ,, 12:00 30 min. 64-3/8" 2"
1.0 ,, 12:30 30 min. 66" 1-5/8"
Brown SANDY
GRAVELLY SILT, ML
Moisture Content -
13.1%.
TOTAL DEPTH OF
BORING - 17.5'
PERCOLATION RATE
CERTIFIED B{~- )JDATE:~0/15/81 -
SOILS LOG
.... MUNICIPALITY OF ANCHORAGE
PERCOLATION
TEST
SOILS LOG- PERCOLATION TEST CASE ~5909
PERFORMED FOR: Dr, Wa]lace. Ddnn DATE PERFORMED: 10/6/81 & 10/14/81
LEGAL DESCRIPTION: Lot 1, Dunn Subdivision, within U.S. Government Lot 103, SE¼,SEg,T12N,R3W,SM
1
2
3
4
5
6
7
8
9
10--
11
13-
14-
15-
16-
17-
18-
19
20
COMMENTS
PERFORMED BY:
72-008 (6/79)
4" Fiberous Organics, PT
Brown SILTY GRAVELLY SAND, SP-SM
Moisture Content - 9.5%
w/roots
Light Brown SILTY SAND, SM
Moisture Content - 9.3%
Moisture Content - 8.4%
Brown SILTY SANDY GRAVEL, GM
Moisture Content - 9.0%
SLOPE SITE PLAN
Moisture Content - 19.2%
WAS GROUND WATE~I
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Brown SANDY
GRAVELLY SILT, ML
Moisture Content -
13.1%.
TOTAL DEPTH OF
BORING - 17.5'
Gross Net Depth to Net
Reading Date Time Time Water Drop
i 10/14/8: 8:30 58-1/4"
2 " 9:00 30 min. 63--3/4" 5-1/2"
3 " 9;30 30 min. 65-1/2" 1-3/4" _
4 ,, 9:59 29 min. 67--1/2" 2,, _
5 " 10:00 1 min. 55"
6 ,, 10:30 30 min, 58" 3,, _
7 " 11:00 30 min. 60-1/2" 2-1/2"
~ " 11:30 30 min. 62--3/8" .1-7/8"
9 ,, 12:00 30 min. 64-3/8" 2"
10 ,, 12:30 --~O~in. 66" 1-5/8"
PERCOLAT ON RATE ,' 1 ]',~=~_ ~,~_.~nutes/ir,~h)Q" ~'~'
TEST RUN BE~EEN
C,RTIFI~D~Z.. ~DAT~:__~0/15/81__
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