HomeMy WebLinkAboutATELIER #1 S-5130
DEPARTMENT OF HEALT'I~I AND ENVIRONMENTAL PROTECTION
PLATTING OR PLANNING AND ZONING CASE REVIEW
CASE NUMBER
PETITION FOR REZONING
SPECIAL EXCEPTION
VACATION
RE6UBDIVISION
DATE RECEIVED
COMMENT TO PLANNING BY "~-- /,~-- ?'¢
FOR MEETING OF
COMMENTS:
ENVIRONMENTAL SANITATION:
PUBLIC WATER NOT AVAILABLE
of Cases
-' PUBLIC SEWER NOT AVAILABLE TO SERVICE pETITION AREA.
-
ENVIRONMENTAL ENGINEERING:
71-014 (9/76)
CONSTRUCTION TEST LAB
"One test is worth a thousand opinions"
2204 Cleveland -Anchorage, Alaska 99503 -
277-.0231
Hole No. ~1
Location See MaD
Top Elev. ExistinK
Sheet -g--- of ~
W.O. No. ..Operator ~.P.....
Date 1-26-78 . ~-~
Client j Rowa~ C..o. _
Project Atelier Subdivision
Depth ' ~LASSIFICATfON SAMPLE .....
Feet SYSTEM DATA LEGEND
'1 J[ Peat
Brown Silty Sandy Gravel
3 ' with occasional boulders
4 . (GM ) GRAVEL
5 ..
6
7 . SAND
8 Slightly Silty Sandy Gravel
9 . SILT
10 ·
11 · ·
1~..
15 Brown Silty Gravel
(GM)'
16 -- ORGANIC
17-- Bottom of Test Hole CONTENT
19-- 150 Square foot per bedroom
required in an on-site sewage PEAT
20-- seepage area according to
21-- soil classification from minus 7' to 13.5'
22 -- FROST
23
24~
25 ~- WATER
26" TABLE
1
CONSTRUCTION TEST LAB
"One test is worth a thousand opinions"
2204 Cleveland -Anchorage, Alaska 99503 -
277-0231
Hole No.,
Location
#2
See Man
Top Elev. _E~stinK .
Sheet --/- of in ~
W.O. No. Operato~ D.P. . ..
Date 1-26-78 _
Client _~0wan_co. -
Project. Atelier Subdivision _
bepth "CLASSi?'iCATiON S~LE ·
Feet SYSTEM DATA LEGEND
1 ,1 Peat
-Brown Silty Gravelly Sand
3
<SM )
4 GRAVEL
5 Moist
6 ., Silty Sand
( SM ) SAND .".'. .'
7,
8 . Brown Slightly Silty Sand
9 Gravel // ,,.
SILT
13 .~ CLAY
14 ..
15- Brown Gravelly Sand
(SP ) Moist w ~'~'
16 ......... ORGANIC
17-. Bottom of Test Hole CONTENT
18
150 Square foot per bedroom ''~''.
19-. required in an on-site sewage
seepage area according to PEAT
20 soil classification from ....
21 minus 7 ' to 16 ' .....
22 - FROST
23
24
25 - WATER
TABLE
26
CONSTRUCTION TEST LAB
"One test is worth a thousand opinions"
2204 Cleveland -Anchorage, Alaska 99503 -
277-0231
Hole No. TH ~
Location See Map
Top Elev. ~xis~inK
Sheet--t--of 10~
W.O. No ..... Operator
Date 1-26-78
Client Rowan Co.
Project Atelier Subdivision
D pth CLASSIFfCAT ON S mLE
Feet SYSTEM DATA LEGEND
peat
1
2 .- Brown Sand --___.
4 ~ GRAVEL
5 _= Silty Sand (SM)
Sandy Silty Gravel/Silty SAND
7 -- Sandy Gravel ~ '' '
8 .. (GP/GM)~pu ..''/'[.
9 .. (wet)~-----~ SILT ,/
10 --
11 ~' /.//,
12 -~
1~ .- Brown Sand,
(SP ) CLAY
14 ..
16-- ORGANICI
17-- Bottom. of Test Hole CONTENT
18 .- 125 Square foot per bedroom -'
19-. required in an on-site sewage
seepage area according to PEAT
20-- soil classification from
21-- minus 1' to 4' and 11' to 16'.
22 ' 150 to 250 Square foot per FROST
23 bedroom required in an on-site
sewage seepage area according ~o
24-- soil classification from
25~. minus 4' to 11' WATER
26 . TABLE
CONSTRUCTION TEST LAB
"One 'test is worth a thousand opinions"
2204 Cleveland -Anchorage, Alaska 99503 -
277-0231
Hole NO.L, TH ~/4 Sheet ~ 4 __ of ~
LOcation See Map , ~ W.O. No. Operator D.P.
Date 1-26-78
Client Rp~_n _Co.
Top Elev. j ExistinK , _ Project Atelier Subdivision
Depth cLAssiFICATIO~' SAMPLE
Feet SYSTEM DATA LEGEND
1 Peat
Reddish Brown Sand (SP)
3 - Brown SEnd
- (sM
4 .. '1 GRAVEL
6 .~ Gravelly Sand (SP) SAND
7 .. (NFS )
9 . ' SILT
12'
13 ' CLAY
14 .
15--
16-- - ORGANIC
Bottom of Test Hole CONTENT
18 - 125 Square foot per bedroom
19 , required in an on-site sewage
seepage area according to PEAT
20--, soil classification from
21-- minus 1' to 16'.
22-- FROST
23--
24--
25 ~ WATER
26 '' TABLE
I
415
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UNSU~D/VID£D
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