HomeMy WebLinkAboutZODIAK MANOR ALASKA BLK 1 LT 13Lo-
fIea] on
and Environmental Protoce'
Fourhh Floor West
825 I, Street
Anchorage, A]aska 9950]
2[34-4'?20
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iPo MaberJ. a] s:
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CONSTRUCTION TEST LAB
"One test is worth a thousand opinions"
2204 Cleveland - Anchorage, Alaska 99503 -
277-0231
Hole Ne. one
Location Center of west half
of lot ____~
Top Elev Existinq
Sheet ---of
W.O. No._ .Operator-~P
Date 6/17/77
C 1 ien t .~N~ c~k,e~l ~ Constructio~_~
Project Lot 13, Block 1, Zodiak
Manor Subdivision
Depth
Feet
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
CLASSIFICATION
SYSTEM ·
Reddish Silt
Brown Gravelly Sand,
moist
Brown Gravelly Silty
Sand, with inter-
layered Sand
Brown Silty Sand, with
interlayered Sand and
SAMPLE
DATA
Split Spoon Sampl~
@ -5 to 6.5 feet
N = 64
Moisture = 10.0%
Split Spoon Samp]~
@ -10 to 11.6 ft
N = 36
Moisture = 9.4%
LEGEND
GRAVEL
SAND
SILT
occasional Gravel, damp
Brown Sand, with
occasional Gravel
Brown Silty Sand
Bottom of Test Hole
No ground water or bedrock
encountered.
Split Spoon Samp]_(
@ -15 to 16.!5 ft
N = 30+
Moisture = 4.3%
Split Spoon Sample
@ -20 to 21.5 ft
N = 87
Moisture = 15.2%
CLAY
ORGANIC
CONTENT
PEAT
FROST
WATER
TABLE
~q
~,~,,~R~T_:~:~_., Cz/__ '- ~w~[~wAi~~~
MUNCIPALITYOFANCHORA ,. ~- ~" '~
J ~]j EN~ RON~ENTAL ENGINEERING DIVISION
REQUEST FOR APPROVAL OF INDIVIDUAL WATEB AND SEWER FACILITIES
IRI
1, PROPERTY
PROPERTY R
Jif different fro~ above)
~AI LIIk G ADDRESS
PF ONE
NG ADDRE
/AGENT
MI.ING ADDRESS
I~"'SING L E FAMILY [] One
· [] Two [~] Five
E~ MULTIPLE FAMILY ~.~ ~Tf,~ ~ ~ix
WATER SU~EY
~ IN DIVIDUAL* * ATTAC~ WELL LOG. A wall loft is requirea for au wells drilled
~ COMMUNITY since June 1975. For wells drilled crier to the[ date. give wel
~ PUBLIC UTi u'rY deoth [attach Icg if available,)
OISPOSAL SYSTEM
F~I N E)IVI DUAL/ON-SITE**
PUBLIC UTLLITY
E~ Other.___
NOTF: THE
72-010(3/78)
INSPECTION FEE MUST ACCQMPANY EACH REQUEST 13E FORE PROCESSING CAN BE INITIATED.
**If ndivklu[ /'on-site, give [nsrallation date /! ~ //-'
If system is over two (2) veers old an adeClLl~Cy test IS required
by this Department
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED
INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPECTOR INSPECTOR INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
2. WATER SUPPLY PERMIT NUMBER
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTI LITY
Connection VerJfied~ LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] INDIVIDUAL/ON -SITE
[~PUBLIC UTILITY DATE INSTALLED
Connection Verified //--
-' INSTALLER
E~]Septjc Tank or []Holding Tank -"~~
Size: /¢¢--~"~ If Tank is homemade SOILS RATING
give dimensions: _
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line
WELL TO:
Absorption Area to nearest Lot Line
5, COMMENTS
[~;Y/~-APP ROV E D FOR '~ BEDROOMS
I~"C~ON DITIONAL APPROVAL {Fetter must acCOmpany certificate)
[] DISAPPROVED - ~-~
72-010 (Rev, 3/78)
"ONE TeST )S WORTH A THOUSAND OPINIONS"
2204 CleVELaND AVENUe · ANCHORage, AlaSka 99503 · 277-O231
June 22, 1977
Nickell Construction
5].10 Abbott Road
Anchorage, Alaska 99507
Attention: Jim Nickell
Re: Lot 13, Block 1,
Gentlemen:
Zodiak Manor Subdiw[sion
At your request, we have completed a
gation on the referenced project and
the results of the test boring and our recommendations
foundation construction.
subsurface soils investi-
transmitted herewith are
for
Drilling Information
One test boring was drilled in the vicinity of the center of
the west half of the lot. The test boring was drilled and
sampled to a depth of 2]..5 feet with a Mobile B-50 drill mounted
on a Nodwell tracked vehicle. Field inspection was performed
by David Paul of our company. The Mobile B-50 drill employs a
hollow-stem, continuous flight auger. Field data includes stan-
dard penetration tests which involves driving a 2 inch split
spoon sampler with a 140 pound hammer free-falling a distance of
30 inches. The number of blows (N) required to drive the sampler
12 inches is referred to as the standard penetration and is an
indication of the relative soil density/consistancy in unfrozen
soils. Split spoon samples are usually taken at five foot inter-
vals. The soils are then visually classified, bagged and de-
Nickell Construction
Zodiak Manor Subdivision
June 22, 1977
Page 2
livered to our laboratory for moisture content and classification.
Subsurface Soils Information
There are three separate soil layers occurring at the test hole
location on this lot. The surface layer consists of a Gravelly
Sand which had a depth of about 2.5 feet. Immediately below
this, there occurred a frost-susceptible Gravelly Silty Sand
layer which was about 5.5 feet in depth. Immediately below the
Gravelly Silty Sand layer, interlayered Silty Sand and Sand were
encountered to the bottom of our test boring at minus 2]..5 feet.
No ground water was encountered to the depth investigated.
Foundation Recommendations
The soils which occur at this site are suitable bearing soils
for construction. A dead load soil bearing value of 4000 PSF
may be assumed for foundation design purposes. The perimeter
footings should be provided with 42 inches of so~.l cover. If
the soils at the footing grade are frost susceptible, they should
be removed and replaced with a non-frost susceptible sand or
gravel a minimum of 8 inches below the footings. Minimum footing
width should be 16 inches. Exterior building grades shall be
designed in such a manner that surface water will be directed
positively away from the structure. All concrete slabs may be
constructed on non-frost susceptible sands. Perimeter foundation
drains are not considered necessary if 'the other recommendations
of this report are followed.
Nickell Construction
Zodiak Manor Subdivision
June 22, 1977
Page 3
The soils on this lot are suitable for an on-site septic
system with an absorption of 150 square feet drainage area
required per bedroom from -1.5 to 10 feet.
If you have any questions concerning this report, please
do not hesitate to contact our office.
Very truly yours,
CONST_RUCTION TEST LAB
David
Paul
Laboratory Manager Approved: Neal A. Hausam, P.E., L.S.
DP/NAH/ss
enclosures
,7a:~es E. !~]'icke].l
6~60 Durlwood Drive
.~%nohorage, Alaska 99507
Subject: Lot 13 Block 1 Zodiak bianor Subdivision
Approval for yo~lr ~n~ fv3.dual sewer and water
will not bo granted until the followin~l items have
coral?lea:ed:
(1) The ,;.;a%~r analysis roport be d{}livered ko this office
fro!n Cltel[l Lab, 5633 B Street, for our reviow.
~ ,' ) ~ four(4) inch oast iron cleanout b~, install~a to the
~ ~ptic tank and the 3.,,ao~nq aroa..
l~:logify th~,' · o dopartment for a r{?inspeotion, when descropancios
have b<~en corrected. Xf there are any further questions,
ploase contact this off leo at 264-~'47200
Sinoert~ly~
Robert C. Pratt:, R.[lu
Asso&it:te Spooialist
I-~.C P/1 J w
~irst National Bank of ~chora~e
b~ort~lage Loan D~partraent
Post office Box 4.2090 99.509