HomeMy WebLinkAboutMICHLIG Soils Log
S-7117:
S--7118:
S-7119:
S-7120:
to 54,450 square feet.
Lots 4C, 4D Block 3 Rovenna Park Subdivision .....
No objections - public sewer and water is located
to the project.
B & B Subdivision
Public sewer and water is available to the project,
must connect to public facilities.
International Industrail Center Subdivision
This department requires as-builts on the existing
structures showing sewer and water facilities. If
no systems exist, this department requires soils
logs to be submitted.
Lots 1 - 3 and Tract A Hermitage Park Subdivision
Public sewer and water is located to the project.
S-7121: Tract C Eden Park Subdivision
Public sewer and water is located to the project.
S-7122: Lot 10B USS #3200
No objections to the vacation only.
S-7123: T15N R1W Section 7~j
/ h~ t~ Prior to pe-ellm~l~f approval the following is
'\%/.~%~[~\ required: (1) Need contour ma to d
, eed to know
location of test holes and slopes at test sites
S-7124: Lot 3A Vans Subdivision
Public sewer and water is located to 'the project.
S-7125: Lot iA Revised John Wells 1952 Addition
Public sewer and water is located to the project.
[ S-7116: Lots 1, 2 ~r~6 1 Ilmamna Acres Subdmvision
Lot 1 m~st be increased to minimum 40,000 square
feet if on-site ~ell is to be utilized. If commun~
water is to be utilized 37,800 square feet is
satisfactory. '"It should be noted that the area is
zoned R-6 which should limit the minimum lot size
to 54,450 equate'feet.
S-7117:
Lots 4C, 4D Block 3 Rovenna Park Subdivision
No objections - public sewer and water is located
to the project.
S-7118:
S-7119:
B & B Subdivision
Public sewer and water is available to the project,
must connect to public facilities.
International Indus[rail Center Subdivision
This department requires as-builts on the existing
structures showing sewer and water facilities. If
no systems exist, this department requires soils
logs to be submitted.
S-7120:
Lots 1 - 3 and Tract A Hermitage Park Subdivision
Public sewer and water is located to the project.
S-7121: Tract C Eden Park Subdivision
Public sewer and water is located to the project.
S-7122: Lot 10B USS #3200
No objections to the vacation only.
S-7123: T15N R1W SectiOn 7----~--~[6&J~ ~%-~{~ ~'
~/~ ~ l~ ~/~required:~/t(~ [l~.e~c~t~ur map to determine slope
I~, 2
~/ /~ ~/--~ ) Wate~l~5~ea on L~t 1, must have ninety(90i
· ~ -~/~( ~ay monit~'water level on all three(3 so 1 ,
g~(~ ~ [?_¢/~o~,ion o, test holes and slopes at test sites.
S-7124: Lot 3A Vans Subdivision
Public sewer and water is located to the project.
S-7125:
Lot lA Revised John Wells 1952 Addition
- ' ~ SOILS LOG
'~UNICIPALITY OF ANCHORAGE
DEPARTMENT OF HI~ALTH AND ENV RONMENTAL PROTECTION El PERCOLAT ON
'TEST
SOILS LOG -- PERCOLATION TEST ~ ~ t .
, ' ~ , ~'~
~ SLOPE / . ~ITE PLA'
DEPTH
(F E. ET} -
l l)~ AS GROUND ~
,,,,,. /iq Jw
Reading Da~
5
.-'~7
8
9
10
11
12
13
Reading Date Gross Net Depth to Nat
Time Time Water Drop
14'
15.
16
17
18
19.
20
(minutes/inch)
TEST RUN RFTWEEN __ FT AND FT
,,~ , ,. 72y ,4 ~ / ,,~ ,J .~ ~, , ,, ,, ~,~ ,~
Russell Oyster
694-2774
Civil Engineering
Soils 8' Foundations
0 &~ E ENF'NEER/NG &~ DEVELOPa4ENT CO.
~'~ox 90, Davis St., Eagle River, Alaska 99577
694-2774 or 333-5240
Ear/Ellis
333-5240
Surveying
Land Development
L//_J (
"--~dUNICIPALITY OF ANCHORAGE ',.~/
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION []' TEsTPERCOLATION
825 L. Street, Anchorage, Alaska 99501 2~720 .
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
1
2
3
· 4
5
6
7
8
9
lO
11
12
13
14
15
16
17
18
19
20
/
WAS
GROUND WATER . /
ENCOUNTERED? . , ,4~ L
I
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
, ding Date Time Time Water Drop
Russell L Oy$$er
No. 428~E
PERCOLATION RATE
~iE, EST RUN BET'WEEN FT AND
(minutes/inch)
FT
LEGAL DESCRiPTION: LpT"" "~ ~)~--,- ~.~1--
1
2
3
4
6
7
8
9
10
11
-12
13
14
15
16
17
18
19
20
~JNICIPALITY OF ANCHORAGE '-
~'J[/i E] PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST
825 L. Str&et~ Anchorage, Alaska 99501 2~~.~--720
SOILS LOG-- PERCOLATION TEST _ .. : , .' .....~__~ ....
DATE PER F~OR~IE
SLOPE
IF YES, AT WHAT
DEPTH?
:ussell ~-. Oyster
No. 4286-E
SITE PLAN
I Gross Net Depth to Net
Reading Date Time T~me Water Drop
~"
- TEST RUN BETWEE~ - FT AND
PERCOLATION RATE Iminutes/inch)
FT