HomeMy WebLinkAboutST MARYS GREATLAND TR AOnsite File
St. Marys Greatland
Tract A
PID# 009-181-18
Formerly Waldron Tr B1A
MUNICIPALITY OF ANCHORAGE
D[ ~TMENT OF HEALTH AND HUMAN SER ES
Environmental Health Division
825 "L' Street, Anchorage, Alaska 99502, Telephone 264-4720 0 ~() d./ / ¢¢'
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WEI.L INSPECTION REPORT
Address
TANKS
~,. SEPT,(¢//~.£ Y77¢'. ~.) HOLDING
TYPE OF SYSTEM
TRENCH ~ BED ~ W, DRAIN ~ OTHER
orlglnalgrado 7, ~ FT
Fill added above onglnal 9rads,
{+
FT
FT FT
Total absOrpllon area ~/2'"~'¢ SO ni ¢ FT
WELLS
x~ PRIVATE ~ OTHER (Identify)
FT[ FT
REMARKS:
DISTANCES
SEPTIC
TANK
ABSORPTION
EIELD WELL
hlunicipal ~nd 8,ae guidelines ill died O. IhiS~Ji~: .:, ~//"O~'7 ~.¢~
72~013 (3/85)
Munlclpallly of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(E'NGINEER'S SEAL)
LEGAL DESCRIPTION: 7~¢~// ~/~- ~/~ //~//'O'~, Township, Range, Section:Z-/Z. Aj/-z $,~J .~'3 ~.
1
4
6
10-
11
13-
14-
15
16
17
18
19
20
COMMENTS
SLOPE SITE PLAN
k
/
WAS GROUND WATER
ENCOUNTERED? ~ I~
DEPTH?IFYES'ATWHAT ~,~.~, pO
E
Depth to Waler After ..
Menlloring? ~
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE __
(m~nutes/mch) PERC HOLE DIAMETER
TEST RUN BETWEEN
FT AND ____ FT
RBRFORMEDBY:. /')//.,(~r,c~ I /~'.~',,/ CERq'IFY THA'[ THIS TEST WAS PERFORMED IN
,~A"LO_OIRDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~/~//~' ~ '
INSPECTI. .~1 REPORT
IVIUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION
3500 EAST TUDOR ROAD
INSPECTIONS (907) 563-3464 ADMINISTRATION (907) 786-8301
/'
_/ II'NO..Z~,-~' --~- .~:/~
FOOTING E]] ELEO, TEMP, [] PLBG. UNDGI::L
FOUNDATION [] ELEC, SERVICE ~ El PLBG, ROUGH
BOND BEAM ___ [] ELEC. ROUGH __ ..~' GAS TEMP,
FRAMING [] ELEC. FINAL [] GAS
INSULATION_ [] OTHER [] MECHANICAL
SHEETROCK ___ [] MECH. FINAL__
STRUCT. FINAL , [] FIRE FINAL [] PLBG. FINAL ___
OTHER [] ZONING [] OTHER
~10 CORRECTIONS ESSENTIAL AS
NONCOMPLIANCE
OBSERVED
[]
EXPLAINED BELOW
WILL REEXAMINE AT NEXT INSPECTION [] DO NOT CONCEAL UNTIL REINSPECTED
//.-.-, ./ ..... . ....... ,~ ,-~, ,.
WHEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION
DO NOT REMOVE THIS NOTICE
I !, OC)C) ~j ~:~! ] Cll'i '%. ]:!:.:9. C: h !~ c:))l::) i j C:
1
2
3
4
5-
6-
7-
8-
10-
11
13-
'14-
15-
16-
17-
18-
19-
20-
COMMENTS
SLOPE SITE PLAN
WASGROUNDWATER
ENCOUNTERED?
IF YES. AT WHAT I~
DEPTH? ~,, ~'"' . pO
E
Depth Io Waler Aller ~ ~_
Monitoring? ' Dele: _~/~/*~ '7
Reading Date Gross Net Depth lo Net
Time Time Water Drop
PERCOLATION RATE __
TEST RUN BETWEEN __
(mlnules/~nch) PERC HOLE DIAMETER
FT AND __ FT
PERFORMED DY: _' /) b'(¢' ,d I ~"~-'-./ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. _ ~/]// ~ ~ r
72-008 (Rev. 4/85}
ALASKA ENVIRONMENTAL
CONTROL SERVICEr INC.
~.200 West 33rd Avenue, ~,uite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
JOB.
SHEET NO.-- OF
CALCULATED BY DATE
I
/
/
/
/
UNIFIED SYSTEM ASTM D-2487
TI3W R3W SEC 32
SAaPLE IDENTITY NWl/4 OF NE1/4 >
PASSING ~200 SIEVE: 7,60%.~ RETAINMD:
PASSING # 40 SIEVE: 1~,80% RETAINED:
PASSING ~ 10 SIEVE: 36,50% RETAINED:
PASSING ~ 4 SIEVE: 49.50%~ RETAINED:
PASSING 1/2 IN SIEVE: 76,60% RETAINED:
PASSING 3/4 IN SIEVE: 84,80% RETAINED:
PASSING I INCH SIEVE: 1UO.OU% RETAINED:
PASSING 2 INCH SIEVE: 100,O0% RETAINED:
PASSING 3 INCH SIEVE: IO0,00% RETAINED:
ol0 IS 0.25 MM.
D30 IS 1.05 MM.
D6U iS 8.00 MM.
THE LIQUID LiMiT IS UNKNOWN
TIlE PLASTIC LIMIT IS UNKNOWN
THE PLASTICITY INDEX IS UNKNOWN
CU = 32.00
CC = 0.551
11.20%
17.70%
13.00%
27.10%
8.20%
15.20%
O.OO%
0.00%
0,00%
THE SOILS ARE COARSE GRAINED
TNE SOILS ARE .GRAVEL
THE SOILS ARE POORLY GRADED GEAVEL.(GP)
~m~tn~trin~l 6 ~,~ir¢lm~lal %ld~c$
Legal Description
Sasple Depth-- ~/-- __
D ].0~ , ~s ....
D 30% llos
D 61~_
TE/~ HOLE NO.L
Commenta~
Reported to , , .....
' ~ ' " _Approved by _
Plotted -- ~, ~-*'~,ghecked by_
TI3~ R3W
TESTliOLE - N~I/4 OF Ngl/4 OF SEC 32
SAaPLE DEPTH = 3 ~EET
PERCENT PASSING #20O SIEVE ~,~6.
PERCENT PASSING ~100 SIEVE 8,2
PERCENT PASSING # 60 SIEVE 9.9
PERCENT PASSING # 40 SIEVE 18,8
PERCENT PASSING # 20 SIEVE 27,4
PERCENT PASSING # 10 SIEVE 36.5
PERCENT PASSING # 4 SIEVE 49.5
76,~
84,8
PERCENT PASSING 1/2 IN SIEVE
PERCENT PASSING 3/4 iN SIEVE
PERCENT PASSING 1 INCII SIEVE 100,0
PERCENT PASSING 2 INCH SIEVE 100,0
PERCENT PASSING 3 INCH SIEVE 100.0