HomeMy WebLinkAboutPROSPECT HEIGHTS S-6915i locE
MUNICIPALITY OF ANCHORAGE--%
Departme~' of Health & Environmental 'rotection
Environmental Health Division
Case Review Worksheet
Case Number
S-6915
Date Received I Comments Due By
March 29, 1983 April 20, 1983
Subdivision or Project Title:
Prospect Heights Subdivision Addition #4
(Iv
~) Public water availaSle
( ) Community water available
:)/~Public sewer available
Comments:
The lots are all over 2 acres, the soils logs
submitted indicate they will support on-site sewer
systems on thzs szze lot.
S,-6910:
S-6911:
S-6912:
S-6913:
!
I S-6914:
Lots 1 - 10 Fyfe Subdivision #2
Public sewer and water is located at the project.
Lots 64A, 64B Koehler Sub lvmsmon
This department requests soils test data submitted
for review prior to approval.
Lot lB Moorehand Subdivision
Public sewer is located at the site; public water is
at the intersection of Lake Otis Parkway and East
88th Avenue.
Lots 6-A, 7A Jewel Lake Terrace Subdivision #1
No objections to the vacation.
Lots 1 - 17, Tracts A, B Snead Heights Subdivision
Must extend the public sewer and water to the project
prior to development.
S-6915:
Prospect Heights Subdivision Addition #4
The review of the submitted soils logs indicate the
lots will support an on-site sewer system due to the
lot size. However, this department requires the
following additional information to be submitted:
(1) A percolation test for all soils log showing
a dual soil classification or a rating over
150 square foot per bedroom.
(2)
(3)
A 100 foot setback must delineated from the cree
and no on-site sewer system will be constructed
inside this setback; and have 10,000 square
feet with less than 25% slope.
A water table monitoring for seven(7) days
on soils logs with a water table.
S-6927:
S-6928:
S-6929:
Lots lB, lC Duke Subdivision
Public sewer and water is located at the project.
Heather Meadows Subdivision
Public sewer and water is located at the project.
Lots 1 - 10 Gaustad Subdivision
Public sewer and water is located at the project.
Planning Department
April 15, 1983
Page Two - Cases for Review - April 20, 1983
S-6909:
S-6910:
S-6911:
S-6912:
S-6913:
S-6914:
S-6915:
S-6927:
S-6928:
S-6929:
Lots 1, 2, 3 Kings Subdivision
The lots are all over 2 acres, the soils logs
submitted indicate they will support on-site sewer
systems on this size lot.
Lots 1 - 10 Fyfe Subdivision #2
Public sewer and water is located at the project.
Lots 64A, 64B Koehler Subdivision
This department requests soils test data submitted
for review prior to approval.
Lot lB Moorehand Subdivision
Public sewer is located at the site; public water is
at the intersection of Lake Otis Parkway and East
88th Avenue.
Lots 6-A, 7A Jewel Lake Terrace Subdivision #1
No objections to the vacation.
Lots 1 - 17, Tracts A, B Snead Heights Subdivision
Must extend the public sewer and water to the project
prior to development.
Prospect Heights Subdivision Addition #4
The review of the submitted soils logs indicate the
lots will support an on-site sewer system due to the
lot size. However, this department requires the
following additional information to be submitted:
(1) A percolation test for all soils log showing
a dual soil classification or a rating over
150 square foot per bedroom.
A 100 foot setback must delineated from the creek
and no On-site sewer system will be constructed
inside this setback; and have 10,000 square
feet with less than 25% slope.
A water table monitoring for seven(7) days
on soils logs with a water table.
Lots lB, lC Duke Subdivision
Public sewer and water is located at the project.
Heather Meadows Subdivision
Public sewer and water is located at the project.
Lots 1 - 10 Gaustad Subdivision
Public sewer and water is located at the project.
ALASKA ..UIROFImeFITAL COFITigOL SET!ICES, IFIC.
~n§in~erincI $ ~nuironm~nloJ SlucJics
June 9, 1983
John Lynn
Department of Health & Environmental Protection
825 L. Street
Anchorage, Alaska 99501
RE: PROSPECT HEIGHTS #4
Dear Mr. Lynn:
This report is the result of a re-investigation of Lot 4 Block 1 and
Lots 7,11,13 Block 2, Prospect Heights #4 Subdivision.
On Lots 7 and 13 Block 2 and Lot 4 Block 1, the original percolation
holes were re-perced with satisfactory results. The snow melt runoff
from the lots is now gone. We believe that after the roads are in, next
year's breakup will not cause this problem. (See attached supplemental
soils logs. Please discard previous logs and replace with the
supplements).
Lot 11, Block 2 presented a problem due to the high ground water
encountered. The intermittent stream is still spreading oat over this
lot and causing wet conditions. An additional percolation hole was dug
to a depth of 3.5' with a post hole digger. The water flowing back into
the hole was then monitored at 30 minute intervals. The most
conservative figure indicated a percolation rate of 54 min/inch.
Similar results have been obtained on many other lots with the same
classification of soils. We feel that this lot is suitable for an
elevated bed type system at this time. We believe that after the roads
are in, next year's breakup will not cause this problem. However, once
the road is constructed and proper channeling of the stream bed is
accomplished, surface water on the lot will be reduced. This will
probably modify the water table enough to allow installation of a
conventional on-site system. This would be much more desirable due to
the fact the a raised bed system costs approximately 20 - 25 thousand
dollars.
In conclusion, we feel that all of these lots are suitable for on-site
systems and should be platted as is.
If you need any additional information please feel free to confer with
S inc ere ly, ~
Tod Sherman
Structural Engineer
~3
hD, PE
rJ Au~,~uc, Suil~ B · Anchoraqc. Alosko 99503 · (907) 276-1361
i ~UNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PEREORMEO FOR:
LEGAL DESCRIPTION:
P~.K Z
SLOPE
2
4-
5-
6-
7
8
SOILS LOG
[] PERCOLATION
TEST
SiTE PLAN
10
11
12
13
14-
15-
16-
17-
18-
19
20
Gross Net Depth to Net
Reading Date Time Time WaTer Drop
I
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN , FT AND . FT
CERTIFIED BY:
72-008 (6/79)
~i~dlROI~m~F1TAL COFITROL $~1~u,C~$,
J~n~jinttrin~ 6 J~nuironmtnlol $1~dits
IFIC.
PERCOLATION TEST DATA SHEET
CLIENT ._jO f/AJ
ADDRESS
DATE_
ZIP
LEGAL LOCATION /--T //
TOTAL DEPTH OF HOLE
ZONE TESTED ~ ~ ft TO
READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in)
. DATUM
~, ,~,.~ .30 z,~- , /2 __
FINAL PERCOLATION RATE
PERFORMED BY
(min/in)~ O~ ~Y~m~-~
(%UNIClPALITY OF ANCHORAGE ~
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
L 'T -/
PERFORMED FOR:.
LEGAL DESCRIPTION:
1
2
3
4-
5-
6
'7
8
9
10-
11-
12
13
14
1~-
16-
17
18
19
20-
SLOPE
~ SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED: ~ '-- ~' ~'~ ~'
SITE PLAN
/
WAS GROUND WATER
ENCOUNTERED?
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Ware, Drop
(minutes/inch)
PERCOLATION RATE
TEST RUN EETINEEN ,, FT AND -- FT
CERTIFIED BY:
PERFORMED ELY:_ ~'~. 0 , -
72-008 (6/79)
ALASKA e IRO[I[ll [1TAL CO ITROL
II1[:.
PERCOLATION TEST DATA SHEET
CLIENT
ADDRESS
DATE
ZIP CODE ~ ~-0-7
LEGAL LOCATION cT 7 /~ z
TOTAL DEPTH OF HOLE ~. ?; ft.
ZONE TESTED ~,~ ft TO -~
ft
READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in)
~s/~/~¥ (~t~J~ DATUM
t / IO:~.~ I, 9t~
II .' 07 2.. or.
lC ; /~ /0 /, ,
/1 , /7 ' "~
, ~ ZO
// :z? /o t ,~ - ' -
;/' '¢' 97 '/~
~::o~ /~ /,
FINAL PERCOLATION RATE 2 ~% (min/in)
PERFORMED BY
~ , ·
~ ~sl 33rd Aucn~: Suh,.~e ~nchora~e, ~les[o ~503 · (907) 276-1361
¢ ,~IUNIClPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99B01 264~1720
LEGAL DESCRIPTION: T' ~L./], /.~ LT/3 t:,'~KZ
6
'7
8
9
SOILS LOG
[] PERCOLATION
TEST
SOILS LOG - PERCOLATION TEST
SITE PLAN
10
11
13 --
14
15
16
17
18
19-
20-
WAS GROUND WATER
ENCOUNTERED7 k"J~} ~
O
P
E
IF YES, AT WHAT
DEPTH~
Gross Net Depth to Net
Reading Date Time Time Ware* Drop
· .f/./.,o 4-/~ /o.'o,~ , /,/z
-¢~zO /O; /7 I, z o
lO:Z7
j0,' Z7 /,
0:37
/0.~37 /'
1~',47
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN_ ~" ~ FT AND ~ - ET
.E.EORMEO. : C
CERTIFIED BY:
ALASKA
enUlROllmellTAL COIITROL' SE~RUIC6S, IllC.
(~nc~incerin~1 ~- ~nuironm~nlal $1udbs
PERCOLATION TEST DATA SHEET
CLIENT _JO
ADDRESS S~
ZIP
LEGAL LOCATION /
TOTAL DEPTH OF HOLE
ZONE TESTED
C~ P_~A9 DATE
470 - ~
ft TO ,.~, ~ ft
READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in)
DATUM
/Z
FINAL PERCOLATION RATE
PERFORMED BY p~lZc.Y
~%,>: .."" "',,"...Ce.
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
'7
10
12
14
AUNICIPALITY OF ANCHORAGE )
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
~25 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
TH, 20 LT ,~ /g~ /
SLOPE
PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
COMMENTS PEI'C ~ TF~'T
Gross Net Depth to Net
Reading Date Time Time Water Drop
ii .,~1 I0 ,97 ~ ~1
iztzl ,~ 7
PERCOLATION RATE (minutes/inch)
'TEST RUN BETWEEN 4 FT AND ~' ~ FT
PERFORMED BY: ~'" '~' t
CERTIFIED BY:
72°008 (6/79)
ALASKA I 'IROFImt FITAL COF1TROL IFIC.
PERCOLATION TEST DATA SHEET
,' /
CLIENT __,J 0 ~',~I ~F P~O ~ ~ ~/ DATE _
ADDRESS :~, ~ E~o~ 47..~-~ ~/'.~:~/. ~.
ZIP CODE ~
LEaL LOCATION ~ ~ _. ~/ ~:._::.P~:~ ? ~,/~ ..
TOTAL DEPTH OF HOLE /~, ~ ft.
ZONE TESTED ~ ft TO ~, ~ ft
READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in)
DATUM
~/~/~ _
,,,-,;/~ /~ .~z: , o~
FINAL PERCOLATION RATE
PERFORMED BY ~)~£6 y ~"¥E]AJS
12'00 ~Ucsl 33rd Aucnu¢. Su],!-~- Anchorage. Alosko ~S03 · {907) 276-1361
ALASKA LAND DEVELOPMENT SERVICES
Engineers - Surveyors - Planners
4546 BUSINESS PARK BOULEVARD
ANCHORAGE, ALASKA 99503
PHONE(gQ7)
279-7451
August 8, 1983
John Lynn
Municipality of Anchorage
Department of Health & Environmental Protection
825 L Street
Anchorage, Alaska 99501
Dear Mr. Lynn:
Subject: Prospect Heights Addition #4 Drainage
This is to confirm that our design intent on the referenced project is to
align the roads in such a fashion that all drainage possible is confined to a
single channel within the intermitten run of corridor through the center of
this property. The developer plans to block secondary drainage courses during
construction.
If you have any questions, please call me.
Sincerely,
ALASKA LAND DEVELOPMENT SERVICES, INC.
William R. Tucker
President
WRT/as
ALASKA g.JII OFIFll FITAL COFITI OL SeF^, ,Ce$, IFIC.
~nqine~rinq $ Eauironm~nlol Studi~s
April 18, 1983
Mr. John Berggren
SRA Box 470-B
Anchorage, Alaska 99507
Dear Mr. Berggren:
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTtONt
APR g 9 t983
RECEIVE
Prospect Heights Subdivision #4 is located on a parcel of land
bounded by Kasilof Hills Subdivision, Prospect Heights
Subdivision and Chugiak State Park. This subdivision consists
of approximately 60 acres divided into 23 lots.
Land Forms
The land slopes towards the west with slopes in excess of 25%
throughout. Most suitable slopes were located on benches 100'
x 150' A small stream emerges at the top of lot 7, bk 1 and
continues through lots 6, 10 & 14, Bk 2.
Vegetation
The southern part of the Subdivision (lots 8 & 9) are part of
an old burn area. The vegetation is sparse, consisting mostly
of grass with intermittent patches of alders, devils club and
elderberry. Birch is nearly nonexistent throughout the
subdivision. The rest of the subdivision consists of spruce &
alders with some hemlocks & devil's club.
Testing Methods
The test holes were drilled with a Nodwell mounter Acker drill
rig fitted with 6.5" O.D. continuous flight augers. Due to
steepness of the terrain it was very hard to gain access to
the testing sites. Soils were visually rated at the test
site. Some sieve analyses were performed on soils with
sketchy characteristics. Approximate locations of the borings
are plotted on the boring location sketch. More exact
dimensions are shown on the soils logs. Thirty-one test holes
were bored and logged. Static ground water monitors (1" I.D.
perforated P.V.C. pipe) were installed in the test holes that
have potential for use of on-site systems° Percolation tests
were performed on all soils with over 5% silt.
Suitability for On-site Systems
Most lots had adequate soils for on-site sewer systems. Three
lots were considered adequate by interpretation of previous
soils reports performed by John Lambe & Associates and Dowl
i200 LUCsl 33r(J Aueuue, Suile ~ · Ancharoqe. Alaska 99503 · [907) 276-1361
Engineers. These lots were 6 & 10, Blk 2 & Lot 8 Bk 1.
One hundred foot setbacks from streams were observed with
acceptable results. Adequate areas with slopes under 25% were
available.
Four lots were found to be unsuitable at this time. These
lots where lots 7, 11, & 13, Block 2 & Lot 4 Block 1.
Once easier access is provided, Lot 13, Block 2 & Lot 4, Block
1 should be investigated further. Both lots have great
potential for'on-site systems. Lots 7 & i1, Block 1 will
require more carefull consideration. Both lots were
exceptionally wet & mucky. A reestablishment of definite
stream channels and possible subsurface drains should be
considered to dewater the lots. After this is accomplished
subsurface investigations could be continued. Even after
these things are done the potential of these lots seem
minimal.
Very little ground water was encountered. On the average the
soils encountered were of type GM/GW between 2' and I1' with a
hard silty layer of ML between 11' & 15'
Except for the aformentioned problem lots, Conventional
on-site systems such as drainfields & shallow trenches can be
used for this subdivision.
Sincerely,
Tod Sherman
Engineer
Aproved,
J , PhD, PE
president
PERFORMED FOR:
LEGAL DESCRIPTION:
2
4
0-
7-
~0-
13
14-
15
16
17
18
19
2O
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street. Anchorage. Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
COMMENTS
L.T/
[~ I~ 'I
SLOPE
',~. SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED: ~'' ~-- {~
Pt'~o_< pE. c T ,5' T s
SITE PLAN
WAS GROUND WATER ~0 I~
ENCOUNTERED?
O
P
E
IF YES, AT WHAT
DEPTH?
Gross . Net De~)th to Net
Reading Date Time Time Water Drop
(minutes/inch)
FT AND FT
PERFORMEDBY=
CERTIFIED BY:
72-008
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
829 L. Street, Anchorage~ Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: -~d~
LEGAL DESCRIPTION: '~'~/' 7'
HFII~D ~f~h~ SILT
DE~JSE
5-
6~
7
8
9
10
11
13
14
15
16
17
18
19'
20-
/-7' z
SLOPE
SOILS LOG
[] PERCOLATION
TEST
DATEPERFORMED: ~ --~
pl'zO, spE¢'7- ,'..~TS ~L~
SITE PLAN
WAS GROUND WATER I~
ENCOUNTERED? ~ 0 pO
E
IF YES, AT WHAT
DEPTH?
Gross Net 'Depth to Net
Reading Date Time Time Water D?dp
PERCOLATION RATE (minutes/inch)
PERFORMED BY:
72-008
CERTIFIED BY: DATE:
PERFORMED FOR:
LEGAL DESCRIPTION: ~,//. <~
3
4 $ t LT"/'
5
6
7
8
9
,J..J
LT 3 f3t~ I
,,~.~ ~, ~ SO~LS LO~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~ PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
DATE PERFORMED: ~ -~'-- 8 ~
SLOPE BITE PLAN
10
11
12
13
14
15
16
17
18
20-
WAS GROUND WATER
ENCOUNTERED?
IE YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
0 iz~o~ ,81
IZ:f9 iv .~7 ,14
Iz ,' ~ ~ i~ . ~10
PERCOLATION RATE. /8 '~ (minutes/inch)
TEST RUN BETWEEN '~ FT AND ~-~ ~' FT
COMMENTS
PERFORMED BY: '~'t ~
CERTIFIED BY:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
829 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
3
4
5
6
7
8
9
SLOPE
~i~ SOILS LOG
PERCOLATION
TEST
DATE PERFORMED:
S~TE PLAN
10
11
12
13
144
15-
16-
17-
18-
19-
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
11:21 I0 ~7 m ~l
/z: z~ .g 7 o I
T~.ST
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN 4 FT AND 4' ~ FT
CERTIFIED BY:
72-008 (6/79)
I
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - pERCOLATION TEST
PSRFORMED FOR:
LEGAL DESCR,PT,ON
1
6
7
8
9
SLOPE
~:~ $OfLS LOG
PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
ENCOUNTERED? ~
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND FT
GF_Tt~J~/ .~t~ i~,' 0/::'
PERFORMEO BY: 7-~ ~'
CERTIFIED BY:
72-008 (6/79)
~ SOILS LOG
MUNICIPALITY OF ANCHORAGE
~' PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
TEST
825 L. Street, Anchorage, Alaska 99501 264~,720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
2
4
7
0
DATE PERFORMED:
SLOPE SITE PLAN
lO
11
12
13-
14 ....
15-
16-
17-
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE,
TEST RUN BETWEEN
/~ F' 7 ~/E,E'AJ 7/,~ /Z~
(minutes/inch)
FT AND FT
PERFORMED BY:
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
3-
4-
5-
6-
7
8
9
10
11
12
13
14
15
16
17
18
19-
20-
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SLOPE
COMMENTS
/,,Jb
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
WAS GROUND WATER ~
ENCOUNTERED7 /~0 ~
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
P£1L
· FT AND
(minutes/inch)
, FT
CERTIFIED BY:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 g Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
SOI,LS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
Reid, Jr.
SLOPE
COMMENTS
DATE PERFORMED; ~ -/3- g~
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? X//~'~LpO
/ E
Gross Net Depth to Net
Reading Date Time Time Water Drop
I O ,' :~ ~' i ~ O , ~9~f
4/Jz O io; 5(~ I, K
~ HzO ~0/5~ h ~
I1,0~ I~ 0,?7
+~z ~ // ~ z' ~
,I. 1¢ /d ,~.7
PERCOLATION RATE
TEST RUN BETWEEN
,/z
PERFORMED BY: ~ ~' ,
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DEscRiPTION:
$
4
5
6
7
8
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
SLOPE
SOILS LOG
[] PERCOLATION
TEST
SITE PLAN
10
11
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER S
ENCOUNTERED? ~ 0 L
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
, FT AND
minutes/inch)
, FT
COMMENTS
PERFORMED BY: ~,, (,~, L ~.~.I.)L~ CERTIFIED BY:
DATE:~
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
4-
5-
6
7
8
9
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG -- PERCOLATION TEST
-f;H, /7-G
SLOPE
SOILS LOG
PERCOLATfON
TEST
DATE PERFORMED: ~[
SITE PLAN
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER ~
ENCOUNTERED? 1~"1(9 0
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE,
(minutes/inch)
TEST RUN BETWEEN FT AND FT
COMMENTS
PERFORMED BY: ~ . ~l~. L,
CERTIFIED BY:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: JOHM
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
1~£ FUS~ L
13-
14-
15-
16-
17-
18
19
2O
SLOPE
COMMENTS
SOILS LOG
PERCOLATION
TEST
SiTE PLAN
WASGROUNDWATER ~
ENCOUNTERED7 ~ 0 O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
iz:+z ,/~ ,&7 ,oq
/2:~3 /0 , 10 , 04
13:0~ I0 , ~7 , ~7
8zO I~ ~0~ ~ 77
~3;14 /o ,72 , O~
~ 0 I~ / 15 .7~4
PERCOLATION RATE
PERFORMED BY: 7~ ~'
CERTIF!IED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
2
9
10-
13~.
14-
15-
16
17
18
19
20
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
826 L, Street, Anchorage, Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
SLOPE
~ SOILS LOG
[] PERCOLATION
TEST
DATEPERFORMED: 4~9 -~'~
S~TE PLAN
WAS GROUND WATER ~
ENCOUNTERED? M0 0
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
FT AND
(minutes/inch)
, FT
PERCOLATION RATE
TEST RUN BETWEEN
PERFORMED BY: r~, ~J, ~-~
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
MUNICIPALITY OF ANCHORAGE
DEPARTNIENT OF HEALTH AND ENVIRONMENTAL PROTECTION
82s L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
SLOPE
SOILS LOG
PERCOLATION
TEST
pP..OSpECT
SITE PLAN
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
W^SGROUNOWATE.
ENCOUNTERED7
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water , Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN ~ ET AND ~" ~' FT
/~ T//V~ ~TUJ~ I,~',~ I/,*~ ~
PERFORMED BY: /~o ~/, ~-
CERTIFIED BY:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
OL
1
2
3 C~P
4
7
8 6-7
9
11
13-
14-
15-
16
17
18
19
20-
SLOPE
SOILS LOG
PERCOLATION
~EST
DATE PERFORMED:
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? H0 (~
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN '-~ .. FT AND ~' ~' FT
PERFORMED BY; ~, CERTIFIED BY: DATE:
72-008 (6/79)
· MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Aiaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
6-
7-
8-
9
10-
11
13-
14
15-
16-
17-
18-
19-
20-
SLOPE
COMMENTS
SOILS LOG
[] PERCOLATION
TEST
s-
DATE PERFORMED: ~[ -~"'- g'~
p~o~pgcT ~/T5 ~FL~
SITE PLAN
WAS GROUND WATER ~
ENCOUNTERED? YEJ pO
E
IF YES, AT WHAT /
DEPTH? /0
Gross . Net De[Sth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE-
TEST RUN BETWEEN FT AND
F~Ot~4 I/ Th.9/
minutes/inch)
FT
PERFORMEDBY; Z,~
CERTIFIED BY:
DATE:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
2
4
§
7
$
'MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SLOPE
SOILS LOG
PERCOLATION
TEST
OATE PERFORMED:
SITE PLAN
10
11
12
13
14
15
16-
17
18
19-
20-
COMMENTS
WAS GROUND WATER ~
ENCOUNTERED? ~0 O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE. (minutes/inch)
TEST RUN BETWEEN , FTAND FT
R~TI~. I~"l~Oi~ :2,~/ To ~ ~ /Z~'
PERFORMED BY: '~I.~ '
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
4-
5-
6-
7-
8-
9-
10
11
13-
14-
15-
16-
18-
19-
20-
COMMENTS
:-%
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
,2A /-.,T7
SLOPE
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED: 4-~ -~-~
SITE PLAN
WASGROUNDWATER NO ~
ENCOUNTERED? ~
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch)
TEST RUN BETWEEN FT AND FT
PERFORMED BY:
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DES'CRIPTION:
1
4
§
7
10
12
14
16
~7
18
20-
COMMENTS
~-'~
'MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
SLOPE
SOILS LOG
[] PERCOLATION
TEST
SITE PLAN
WASGROUND WATER [
ENCOUNTERED7 Yr~5 ~
E
IF YES, AT WHAT I
DEPTH? (~
Gross Net Dbpth to Net
Reading Date Time Time Water Dro~
PERCOLATION RATB .(minutes/inch)
TEST RUN BETWEEN , FT AND -- FT
PERFORMED BY: ~,,, ~),
CERTIFIED BY:
DATE:~
72-008 (6/7?)
,vIUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: 7~',/-/, ,.~ ~-. ~-'7' ~
4-
5-
6-
7
8-
SLOPE
,~ SOILS LOG
PERCOLATION
TEST
DATE PERFORMED:
SITE PLAN
10-
11
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time . Time Water Drop
PERCOLATION RATE
(minutes/inch)
TEST RUN BETWEEN
COMMENTS ~t/0T ~ tJ~ LE -fO P~. ~"~, ~.-.. ~
FT AND , FT
PERFORMED
CERTIFIED BY:
DATE:~
72-oo8 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
2
3-
4-
5-
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
SOILS LOG
[] PERCOLATION
TEST
SLOPE
?I"coSP~.cT fl
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IP YES, AT ~NAT
DE~TH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PER CO LATION RATE · , (minutes/inch}
TEST RUN BETWEEN FT AND -- FT
PERFORMED BY:
CERTIFIED BY:
72-008
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
DA~E PERFORMEO~ ~
LEGAL DESCRIPTION: 7F/f' / ~
3
4 ~o15 T
8
9-
10-
11
SLOPE
Pi'Eo~P~.. C7- ~TS
SITE PLAN
III/[ll ll
14-
15-
16-
17-
18-
19-
20-
COMMENTS
WAS GROUND WATER S
ENCOUNTERED? Nh oL
P
E
IF YES, AT WHAT
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE.
TEST RUN BETWEEN
FT AND
(minutes/inch)
-- FT
PERFORMED BY= /~" ~ \;~ 7
CERTIFIED BY:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
10-
11
COMME~ ' .e ~ ~
PERFORMED BY: ~
/
T,t/, I-B CT e
SLOPE
WAS GROUND WATER S
ENCOUNTERED? ~ (~ OL
P
IF YES, AT WHAT
DEPTH?
SOILS LOG
PERCOLATION
TEST
DATE PERFORMED: ~'
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop
~',40 /o ,~ .o~
~ ~ 0 8:~7 .7~
~57 io .G7
Hz o ~,,o9 .7~
-t H z O '~L 0 . ¢.8
TEST RUN BETWEEN ~"~~-~-~FT-'AN~D ~", ~' FT
.09
CERTIFIED BY:
72-008 (6/79)
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
PERCOLATION
TEST
SLOPE
~ATE PErfORMED:
P~osP~T
B~TE PLAN
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
WAS GROUND WATER ~
ENCOUNTERED? /'~0 ~
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
/o,'o4 /0 ,?G , o~
O ~z0 /o.'~
/~,' ~ /0 , ~ ~ o~
o FzO to; z¢ ' 2 7
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch)
~ ~' VT AND ~'" FT
CERTIFIED BY:
DATE:~
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
4
?
O~
I,.,'T. 81zouJl, J st~.T ~ol3BC~
SLOPE
SOILS LOG
PERCOLATION
TEST
DATE PERFORMED: '~ ~2 ~'~
SiTE PLAN
10-
11
12
13
14
15-
16
17-
18-
19-
2O
COMMENTS
PERFORMED BY:
v~:RY /~AEb
WAS GROUND WATER
ENCOUNTERED? ~J ~) SL
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net De~)th to Net
Reading Date Time Time Water Drop
i ~,~4~ ~ ,
~ I i~r~50
~z t5'o/
PERCOLATION RATE.__ ~ ' (minutes/inch)
~ FT AND St 5 FT
TEST RUN BETWEEN --
CERTIFIED BY:
DATE:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
2
4-
§-
6-
7
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
~ SOILS LOG
MUNICIPALITY OF ANCHORAGE
[] PERCOLATION
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
TEST
82B L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SLOPE SITE PLAN
E
IF YES, AT WHAT
DEPTH?
Gross Net Oepth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE.
TEST RUN BETWEEN
(minutes/inch)
,. FT AND , FT
PERFORMED BY: .~ I ~Ji ~
CERTIFIED BY:
72-008 (6/'79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
9
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
SLOPE
SITE PLAN
10
11
12
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
CERTIFIED BY:
72-008 (6/79}
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
__ SLOPE SITe PLAN
9-
10-
11-
12
13
14
15
16
17
18
19
2O
uJE T
COMMENTS
WAS GROUND WATER 1~
ENCOUNTERED? ~J 0 pO
E
tF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN ~' ~' , ET AND
CERT(FIED BY:
(minutes/inch)
, FT
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10-
11
13-
14-
15
16-
17-
18
19
2O
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCO LATIOH
TEST
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTEREO? 'AID ~
o
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
-f'dz o ~/-/~ io.' or~ /,/z
/o; z7 /o 1, ZO , ~o
jO~ z7 /. zo
/~ / 37 /,/?
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN ~"' ~' FT AND ~ FT
I~/)ICEb
CERTIFIED BY:
72-008 (6/79)
PERFORMED FOR:
LEGAL DESCRIPTION:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION .
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
LT t4
9-
10-
11
13-
14-
15
16-
17-
18-
COMMENTS
SOILS LOG
[] PERCOLATION
TEST
SLOPE
SITE PLAN
WASGROUND WATER
; ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
I Y O0 ' lO ,~'
I: /o 1o ,~o
/,'zo /o ,fig
l,' ZO ' ~
I:~0 lO ,7¢ · 07
TEST RUN BETWEEN ~ , FTAND ~'~ FT
PERFORMED BY: '~,~ I
CERTIFIED BY:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION;
1
4
7
8
9
I0
11
12
13
14-
15-
16-
17-
18-
19-
20-
SLOPE
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED: 4t -- 7-- ~J~
SITE PLAN
WAS GROUND WATER ~
ENCOUNTERED? ,~JO 0
P
E
tE YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
FT AND
(minutes/inch)
-- FT
COMMENTS
PERFORMED BY: 7't~' I CERTIFIED BY:
DATE:~
72-008 (6/79)
SOILS LOG
IVIuNIClPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PER O.MED
LEGAL DESCRIPTION:
2-
3
4
5
6
7
8
9
I0
11
12
13-
14-
15-
16-
17-
18
19
20
SLOPE
-- p~ F/J.~ A L.
[] PERCOLATION
TEST
DATE PERFORMED:
pF~o.SPE, d-T
SITE PLAN
COMMENTS
WAS GROUND WATER S
ENCOUNTERED7 ~k~ O ~
P
E
IF YES, AT WHAT
DEPTH7
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE.
TEST RUN BETWEEN
V 15 U~ c t_ y i~I~ TE t~
(minutes/inch)
· FT AND FT
12~ So F7
PERFORMED BY: "~'~ ~ *
72-008 (6/79)
UNIFIED SYSTEM ASTM D-2487
4/4/83
PROSPECT HEIGHTS
TEST HOLE- 6
PASSING
PASSING
PAS~n~G
PA~q~NG
PASSING
PASSING
PASSING
PASSING
P~SSING
200 .qV~.VE: 9.47 %RETAINED: 23.1%
#40 SIEVE: 32.57 %RETAINED: 35.21%
#10 SIEVE: 67.78 %RETAINED:; 18.32 %
#4 SIEVE: 86.1%RETAINED:; 13.9 %
1/2 SIEVE; 100 %RETAINED:; 0 %
3/4 -q~.VE; 100 %RETAINED:; 0 %
1 IN SIEVE; 100 %RETAINED:; 0 %
2 IN SIEVE; 100 %RETAINED: 0 %
3 IN .%TR. VE; 100 % RETAINED: 0 %
D10 ]~ .08 MM.
D30 ~S .37 MM.
D60 ]~ 1.6 MM.
THE LIQUID LIMIT /S 999
THE PLASTIC LTMIT /S 999
THE PLASTICITY INDEX ]~ 0
CU= 20
C C= 1.06953
THE SOILS ARE COARSE GRAINED
SANDY SOILS
BO RDERL~E SOILS
THE SOILS ARE WELL GRADED SAND.(SW)
@@
4/4/83
PROSPECT HEIGHTS
TESTHOLE -6
SAMPLE DEPTH= 7'
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
P~RC~T
PAS.qr~G #200 .q~.VE 9.47243
PAS.~NG#100 ~VE 16.3422
PAS.qr~G~60 SIEVE 22.941
PAS.~r~G#40 .~r~.VE 32.5706
PAS.q~NG 920 ~q~U, VE 47.2157
PAS.~TNGgl8 ,qFE, VE 67.7764
PAS.q~NG 916 .q~.VE 67.7764
PAS~q~NG#14 .q~,VE 67.7764
PAS.~[NG#12 ~q~,VE 67.7764
PAS~Ggl0 .qr~.VE 67.7764
PAS~G98 .q~.VE 86.1031
PAS~qTNG~6 .q~.VE 86.1031
PASSING#4 .qTR. VE 86.1031
PAS~q~NG1/2 IN .q~.VE 100
PAF~q]'NG 3/4 IN ~qTR. VE 100
PAF~q~NG 1 IN .qr~.VE 100
PAS~qTNG 2 IN .qr~.VE 100
PAS~rNG 3 IN SIEVE 100
ALASKA e llr onmenTAL conl'ROL
Legal Deecription
Sample Depth ' '7!
D 10% ~,O~'
D ~0% b,~
D 6o~ /. ~o
Commen(s
TEST HOLE NO. ~
Date z//~/./~ ~
Reported t~
Plotted Checked by
Approved by
SIEVE ANALY, SIS
SIZE OF OPENING IN INCHES I NUMBER, OF MESH PER INCH
U.S. STANDARD
COBBLES
COARSE I FINE IcoARsE I GRAVEL
1200 UJcsl 33r~ Auenu¢. Suile ~ · A,e~oreqe. Al~s~o 99503 · [907) 276-1361
UNIFIED SYSTEM ASTM D-2487
4/4/83
PROSPECT HEIGHTS
TEST HOLE- 7 10.5 FT
PASSING 200 SIEVE: 5.85 %RETA_INED: 9.42 %
PAS.~ngG #40 .%T~.VE: 15.27 %RETAINED: 13.53 %
PAS.q'ngG #10 Sr~.VE: 28.8 %RETAINED:; 10.41%
PASSING #4 SIEVE: 39.21%RETAINED:; 18.63 %
PASSING 1/2 .qr~.VE; 57.84 %RETAINED:; 24.6 %
PASSfNG 3/4 SIEVE; 82.44 %RETAINED:; 17.56 %
PASSING 1 IN Sn~.VE; 100 %RETAINED:; 0 %
PASSING 2 IN .g]-~.VE; 100 %RETAINED: 0 %
PASSING 3 IN .qrR. VE; 100 %RETAINED: 0 %
D10 IS .22 MM.
D30 IS 2.3 MM.
D60 IS 15 MM.
THE LIQUID LIMIT IS 999
THE PLASTIC LIMIT IS 999
THE PLASTICITY INDEX IS 0
CU= 68.1818
CC= 1.60303
THE SOILS ARE COARSE GRAINED
THE SOILS ARE GRAVEL
THE SOILS ARE WELL GRADED GRAVEL.(GW)
4/4/83
PROSPECT HEIGHTS
TESTHOLE -7
SAMPLE DEPTH= 10.5
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PASSING ~200 .q~R, VE 5.85072
PASSING#100 .q~R. VE 8.521
PASSING#60 ~qr~.VE 11.2694
PASSINGS40 .qr~.VE 15.2679
PASSIlgG #20 .~F~.VE 20.7326
PASSING#18 S~.VE 28.8032
PAS.q~NG #16 .q~.VE 28.8032
PASSING#14 SIEVE 28.8032
PAS.q~NG#12 .qr..YE 28.8032
PASSING#10 ~q~,VE 28.8032
PASSING#8 .q~,VE 39.2086
PASS]/gG#6 ~q~R. VE 39.2086
PASSING#4 ~q~,VE 39.2086
PASSING1/2 IN .q~.VE 57.8408
PASSING 3/4 IN .qr~.VE 82.4387
PASSING 1 IN ~q~R. VE 100
PASSING 2 IN .q~.VE 100
PASSING 3 IN ~q~.VE 100
ALASKA F IIROIlmenTAL COF1TROL
(~n§ineerin~ 6 ~nuironmenml Studies
in[;
TEST HOLE NO. '~
Date ,~',//,/~---~
Reported to/._ ,,
Plotted Checked by Approved by
I SIEVE ANALYSIS
SiZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH U.S. STANDARD
90 ~o
80 20
70 ~ ~
~0 ~ I I I I I
I~ I I 90
~ - GRAIN SIZE IN MILLIMETERS
COBB~S Ic°ARsE GRAVELI FINE ICOARSE I MEDIUM SAND I FINE
1200 W~sl 33rd Auenu~, Suit~ B · Anchoracl¢, Alas~o 99503 · (907) 2764361
ALASKA DUiRODHI DTAL CODTROL $~UIC~$, IDC.
CLIENT _,,] OHM
ADDRESS '.~p~ ~3.,~
ZIP CODE_ ??,¢07 .,.
LEaL LOCATION ~ ~_'7'//~
TOTAL DEPTH OF HOLE ~--
PER.~OLATION TEST DATA SHEET
/Tx/F_/-/, ,4.~.
ft.
ZONE TESTED /. ~ _ft TO_ Z ft
READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in)
DATU. ~.~ _
~,'~/ /o 2, z~ , aC -
_ /o z, I~ · OG
FIK~L PERCOLATION RATE
PERFORMED BY
MuNJc,pALll'Y OP ANCHORAGE
DEPT. o~ ~,~,'-~ ~`
F~qvI~ONM['TAL pRoTECTiON
BECEWED
UNI~'~D SYSTEM ASTM D-2487
4/7/83
PROSPECT HEIGHTS Bi L14
TEST HOLE- 12 5 FT
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
200 ,M;~:VE: 12.33 %RETAINED: 20.95 %
940 SIEVE: 33.28 %RETAINED: 15.93 %
910 SIEVE: 49.21%RETAINED:; 17.85 %
94 .~n~.VE: 67.06 %RETAINED:; 32.94 %
1/2 SIEVE; 100 %RETAINED:; 0 %
3/4 SIEVE; 100 %RETAINED:; 0 %
1 IN SIEVE; 100 %RETAINED:; 0 %
2 IN SIEVE; 100 %RETAINED: 0 %
3 IN SIEVE; 100 %RETA]lgED: 0 %
THE' LIQUID LIMIT ~ 18.29
THE PLASTIC LIMIT ~ 11.48
THE PLASTICITY INDEX ~S 6.81
CU= 999
CC= 999
THE SOILS ARE COARSE GRAINED
SANDY SOILS
THE SOILS ARE .q]7,TY, CLAYEY, SAND.(SM-GC)
4/7/83
PROSPECT HEIGHTS
TESTHOLE -12
SAMPLE DEPTH= 5
Bi L14
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PASSING #200 s~:VE 12.3253
PASSINGg100 .q~.:gE 24.1502
PASSING#60 ~q~:VE 29.2875
PASSING#40 ,~I~:VE 33.2777
PASSING ~20 S~',VE 38.6097
PASSING#lB ~q~.:VE 49.211
PASSING #16 s~.:VE 49.211
PASSING~14 SIEVE 49.211
PASSING~12 S~;VE 49.211
PASSING#10 ,%TEVE 49.211
PASSING#8 .~r~.VE 67.0629
PASSING#6 SIEVE 67.0629
PASSING#4 SIEVE 67.0629
PASSING1/2 ]1~ SIEVE 100
PASSING 3/4 IN ~qrE, VE 100
PASSING 1 IN S~:VE 100
PASSING 2 IN s~:VE 100
PASSING 3 IN S~.:VE 100
UNk~'~O SYSTEM ASTM D-2487
4/7/83
PROSPECT HEIGHTS Bi L15
TEST HOLE- ll-B 5 FT
PASSING 200 SIEVE: 11.6 %RETAINED: 9.8 %
PASS]/~G #40 ~.:VE: 21.4 %RETAINED: 10.18 %
PASS]/~G #10 .qIR. VE: 31.58 %RETAINED:; 11.94 %
PASSING #4 SIEVE: 43.52 %RETAINED:; 30.52 %
PASSING 1/2 ~VE; 74.04 %RETAINED:; 19.16 %
PASSING 3/4 SI~VE; 93.2 %RETA_INED:; 6.8 %
PASSING 1 IN s~.:VE; 100 %RETAINED:; 0 %
PASSING 2 IN ,~;VE; 100 %RETAINED: 0 %
PASS]/~G 3 IN s~.:VE; 100 %RETA/NED: 0 %
D10 IS 999 MM.
D30 I~ 1.7 MM.
D60 IS 8.4 MM.
THE LIQUID LIMIT IS 999
THE PLASTIC LIMIT IS 999
THE PLASTICITY INDEX IS 0
CU= 8.40841E-03
CC= 3.44392E-04
THE SOILS ARE COARSE GRAINED
THE SOILS ARE GRAVEL
THE SOILS ARE POORLY GRADED GRAVEL.(GP)
22
4/7/83
PROSPECT HEIGHTS
TESTHOLE -ll-B
SAMPLE DEPTH= 5
Bi L15
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PASSING 9200 .q]~.VE 11.602
PASSINGg100 ,~;VE 15.8381
PASSING960 ~q~RVE 18.4575
PASSING940 .q'r~VE 21.3991
PASSING 920 ~t~VE 24.8815
PASSINGgl8 ~.:VE 31.5789
PASSING 916 ,~:VE 31.5789
PASSING#14 ,~I~;VE 31.5789
PASSING#12 ,~;VE 31.5789
PASSING#10 ,~;VE 31.5789
PASSING#8 ,q~EVE 43.5213
PASSING#6 SIEVE 43.5213
PASSING#4 .q[EVE 43.5213
PASSING1/2 IN ~;VE 74.0428
PASSING 3/4 IN ,q~F, VE 93.1992
PASSING 1 IN ~VE 100
PASS]/qG 2 IN ~r~VE 100
PASSING 3 IN ,qTEVE 100
~.[~!IRO[lm~ITAL CO[1TROL
~-n§in~erJfl~ ~, ~nuironmcnl~] ~ludJes
inc
Legal Description
Sample Depth
D 10% ~-
D ~o~ /,~
D 60~ ~,~
Commen~s
TEST HOLE NO.
~/, x.
Reported to/~
Plotted Checked by
Approved by
I
i SIEVE ANALYSIS
SIZE OF OPENING iN INCHES J NUMBER OF MESH PER tNCH U.S. STANDARD
, ~j ~- o ooO°
~__--_~___~ ___----' ..... .----~ -
...... ' ----- ....... __----- Z
,o---=---::------~ -=--=~::-------:--~: ,o
_-=___-_~__-__:=~:::~ :__--_-_~~ _--=.
....Z ------------~----~ ~------__ -----~
5c--'---- ---- ..... ~------'- __---.~ ~
= ----::: z--F-- ---------=~:~__~----------~ GO
4C ------------ ~-- .... ZZ------
....... ----- -- ---- -- _____~x ,_ __ __ __ ,__
---~-:--= =----=--= ~:
,o.---,====--=--_- ~:: _::~
COBBLES .GRAVEL SAND
1200 LU~sl 33r({ Aucnu¢, Suite B "Anc~oroq~. Alaska 99503 · (9o7) 276-1361
UN3~'~D SYSTEM ASTM D-2487
4/7/83
PROSPECT HEIGHTS Bi L14
TEST HOLE- 12 5 FT
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
PASSING
200 .~,:VE: 12.33 %RETAINED: 20.95 %
#40 SIEVE: 33.28 %RETAINED: 15.93 %
#10 SIEVE: 49.21%RETAINED:; 17.85 %
#4 SIEVE: 67.06 %RETAINED:; 32.94 %
1/2 SIEVE; ,100 %RETAINED:; 0 %
3/4 S~EVE; 100 %RETAINED:; 0 %
1 IN SIEVE; 100 %RETAINED:; 0 %
2 IN SIEVE; 100 %RETAINED: 0 %
3 IN SIEVE; 100 %RETA31NED: 0 %
THE LIQUID LIMIT ]~ 18.29
THE PLASTIC LIMIT ]~ 11.48
THE PLASTICITY INDEX ]~ 6.81
CU= 999
CC= 999
THE SOILS ARE COARSE GRAINED
SANDY SOILS
THE SOILS ARE ,q~,TY, CLAYEY, SAND.(SM-GC)
4/7/83
PROSPECT HEIGHTS
TESTHOLE -12
SAMPLE DEPTH= 5
Bi L14
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PASSING ~200 ,~/~:VE 12.3253
PASSINGg100 ,~:VE 24.1502
PASSII~G960 S~,:VE 29.2875
PASSING#40 ,~;gE 33.2777
PASSING #20 $~,VE 38.6097
PASSING#18 ~.:VE 49.211
PASSING #16 .~F, VE 49.211
PASSING#14 ,~I,;VE 49.211
PASSING#i-2 SIc;YE 49.211
PASSING#10 ~VE 49.211
PASSING#8 ,~:qE 67.0629
PASSING#6 ,~;VE 67.0629
PASSING#4 DId;YE 67.0629
PASSING1/2 IN ,~l ~;VE 100
PASSING 3/4 IN ,~ ~:VE 100
PASSING 1 IN ~q~.VE 100
PASSING 2 IN ~q~R. VE 100
PASSING 3 IN SIEVE 100
UNI~',.:D SYSTEM ASTM D-2487
4/7/83
PROSPECT HEIGHTS Bi L15
TEST HOLE- ll-B 5~ FT
PASSING 200 ,~:VE: 11.6 %RETAINED: 9.8 %
PASSING #40 ,%TEVE: 21.4 %RETAINED: 10.18 %
PASSING #10 ,q~EVE: 31.58 %RETAINED:; 11.94 %
PASSING #4 ${~VE: 43.52 %RETAINED:; 30.52 %
PASSING 1/2 ~qrR, VE; 74.04 %RETkINED:; 19.16 %
PASSING 3/4 ~q~R, VE; 93.2 %RETAINED:; 6.8 %
PASSING 1 IN SIEVE; 100 %RETAINED:; 0 %
PASSING 2 ]/~ SIEVE; 100 %RETAINED: 0 %
PASSING 3 IN SIEVE; 100 %RETAINED: 0 %
D10 IS 999 MM.
D30 IS 1.7 MM.
D60 IS 8.4 MM.
THE LIQDqD LIMIT /~ 999
THE PLASTIC LIMIT ]~ 999
THE PLASTICITY INDEX IlS 0
CU= 8.40841E-03
CC= 3.44392E-04
THE SO~7.S ARE COARSE GRAINED
THE SOILS ARE GRAVEL
THE SOILS ARE POORLY GRADED GRAVEL.(GP)
22
4/7/83
PROSPECT HEIGHTS
TESTHOLE -ll-B
SAMPLE DEPTH= 5
Bi L15
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PERCENT
PASSING #200 ~qTEVE 11.602
PASSING#100 SIEVE 15.8381
PASSING#60 ~qP~VE 18.4575
PASSING#40 ,qIEVE 21.3991
PASSING #20 ,qIEVE 24.8815
PASSING#18 S~E, VE 31.5789
PASSING #16 SIEVE 31.5789
PASSING#14 SIEVE 31.5789
PASSING#12 SIEVE 31.5789
PASSING#10 SIEVE 31.5789
PASSING#8 SIEVE 43.5213
PASSING#6 SIEVE 43.5213
PASSING#4 SIEVE 43.5213
PASSING1/2 IN SIEVE 74.0428
PASSING 3/4 IN SIEVE 93.1992
PASSING 1 IN ~:VE 100
PERCENT PASS]/~G 2 IN ,~VE 100
PERCENT PASSING 3 IN SIEVE 100
ALASKA
em,JlROr~meFITAL £OFITROL
~(jinecrin~ [, [nuironmenl~l S]uaies ·
SEF CES, Inc
Legal Description_
Sample Depth ,~/
D 10% ~'
D 30~ /,9
O 60% ~d
Comm~nts
TEST HOLE NO. //~/~
Date
Reported to,/.~
Plotted Checked by
Approved by
i SIEVE ANALYSIS
SIZE OF OPENING IN INCHES I NUMBE~ OF MESH PER INCH U.S.oooSTANDARD '~ ,
90 I0
g 5o ~ ~-- 5o
~ 40 ~ 60
N. ~ ~ ~ ~ ~ GRAIN-- SIZE IN MILLIMETERS . '
COBB~S, i COARSE i FiNE ICOARSE, MEDIUMI FINE
,GRAVEL SAND
1200 [Ucsl 3~r(I Auenuc Suile [~ ,. Anchoro§~. Alesko. 99503 o (9o7) 276-1361
J
~... ~,~ "l MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET
~,,, [] PLATTING BOARD [] PLANNING&ZONING
CASE NUMBER NAME
S-5696 Prospect Heights Subdivision #4
DATE RECEIVED
April 29, 1981
COMMENT TO PLANNING BY
May 14, 1981
FOR MEETING OF CASE OF
[~I~BLIC WATER NO.~.~T AVAi'EABLE TO PETITION AREA
[~'0~B LIC SEWER NO~T AVAILABLE TO PETITION AREA
R EVIEWER'S COMMENTS:
71-014 (Rev. 2/78)
,* --~ MUNICIPALITY OF ANCHORAGE ~--'~
' %i DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
~ ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET
,, [] PLATTING BOARD [] PLANNING & ZONING
CASE NUMBER NAME
S-5696 Prospect Heights Subdivision #4
DATE RECEIVED
July 30, 1981
COMMENT TO PLANNING BY
August 17, 1981
FOR MEETING OF · CASE OF
E~"BLIC SEWER NOT AVAILABLE TO PETITION AREA
- ,,
;"' ,,
~S'~696J/Prospect Heights Subdivision
The developer must s~o~ 100 foot p~otect~v~.se~ba~k
from creek ~o pQtentla£ sewer systems. ~olis tes~
requested on Lot~ 1,~2, 3 Block 1; Lots 3, 4, 5
Block 2; Lots 7, 8, 9 Block 3. Also requested is
200 foot proteCtive public well radii.
'1-014 (Rev. 2/78)
PLATTING BOARD AUTHORITY
APPLICATION FOR VARIANCE
Applicant ~
Address
Phone Number
SJL Land & Oil Ventures
J~uk ~ite Co.,
3201 C Street, Anchorage,
99bUl
277-1553
Legal Description of Property Involved:
Prospect Heights Addition No. 4
Subdivision
Present/Future Use of Property
Ak.
Residential
DO NOT WRITE IN THIS SPACE.
Dane Received
. Hearing
Case No. Date
'ACTION
Approved
Denied
Conditions
for a variance from Section ::: , ' of the Land
This
is
a
Regulations. ............ ' ................
This variance ms for: ,: ............. ......
An ~xcdption' to the' ~imum c~- de- sac length allowed under ~itle 21. '~:-'-'.- ': -~-
The existing situation is: Due to the local concerns voiced over the intersection
of Honig Drive and Kasilof'Blvd. ,~ the subdivider has accepned' a design chJnge which
would alleviate' the 'intersection by the use of a cul-de-sac.
B. The Granting of this petition would permit: The cul-de-sac terminating Honig Drive
to exceed the maximum 600 feet length requirement by a distance of approximately
900 feet more or less.
FOUR-C~ON~.I~fIONS HAVE BEEN FULF .!ED.
ADpl2£iOi~AL SHEETS IF NECESSARY.
ANSWER EACH OF THE CONDI% !NS IN DETAIL, USING
The undersigned alleges t:hat:
1. That there are such special circumstances or cohditions affecting said property
that the strict application of the provisions of this ordinance Would'clearly
be impractical, unreasonable, Or undesirable 'to the general public. These
special circumstances or conditions are: Local con~erns have been voiced over
the proposed intersection of Honi9 Drive an~ Kasilof Blvd., at the hJir pin
turn. With the use of the cul-de-sac, the problem intersection would be alleviated.
2. That the granting of the specified variance will nor be detrimental to the public
welfare or injurious to other property in the area in which said property is ....
situated for the following reasons:- The reasdffs for the request are to better
accomodate th~ public welfare through the use of an interior access rather thah
the intersection as was earlier proposed.
3. That such vJ~Jh~ will ~'t'~have' ~h~ effect'o~-~llifying the intent and purpose
of this ordinan6e' o~ the Comprehensiv~ Plan of the Borough for the following reasons:
To serve all lots as proposed, the cul-de-sac'length is a necessity in this
circumstance, in light of the elimination of' the"intersection.
4. The above listed special conditions or circumstances do not result from the action
of the applicant and such conditions or circumstances do nor merely constitute a
pecuniary (monetary) hardship or inconvenience in that:
The subdivider has accepted an alternative design to better accomodare the concerns
of the local public.
By eliminating the intersection, the public welfare will
be better served, through the use of the cul-de-sac.
NOTE: ].f this variance is granted, it wil] necessitate that' an appropriate note be
placed on the plat and a Record of Temporary Public Improvement Variance be
sign~ith the plat. ~ .~. - -- ~ .......
~n~h~Vo~ ~th~iz¢'~ Agent . Signa Owner
ASdress Address