1990-311 G/H
Street Address
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1) From precipitation I!1apS determine 6 hr. and" I.
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. These maps are printed'in the. County Hydrology
. Manual {10t50 and 100 yr. mapsine1uded in the'"
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2) 'Adjust 6 hr. precipitation (if necessary) so .
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the 24 hr'. precipitation. . (Not aprlicabl e
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Application Form:
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BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.o. Box 348
Encinitas, CA 92024
(619) 753-9940
December 14, 1990
Tom and Carolyn Cope
2053 Freda Lane
Cardiff, CA 92007
Subject:
FINAL GEOTECHNICAL REPORT
47 McNeill Avenue
Encinitas, California
Reference:
PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Single-Family Residence
47 McNeill Avenue
Encinitas~ California
prepared by A. R. Barry and Associates
Dated December 15, 1989
Dear Mr. and Mrs. Cope,
This report presents the res~ts of our inspections, observations
and field density testing
dur ing the
construction phase
on the
above referenced property.
The pr oje ct
included the
cutting of
a west-facing
slope for a
basement/garage area.
The placement
of
fill
on
the
site was
predominantly
along
the
outside
of
the retaining walls.
The
resul ts of our
dens i ty
tests
are
present
on
Table
I.
The
approximate location of these tests is shown on the enclosed Site
Plan, Plate I.
LABORATORY TEST DATA
The laboratory standard for
determining the
maximum dry density
was performed
in accordance
with ASTM D 1557-78.
Field density
December 13, 1990
W.O. #=G-1143
P ag e 2
tests were performed in accordance with ASTM D 1556.
The resul ts
of
the
labora tory
max im urn
dry
density,
for the soil used as
compacted fill on the site, is summarized below:
Description
MaxL~um Dry Density
(p.c.f.)
Optim urn
Moisture (%)
Tan to brown fine-
and medium-grained sand
125
8.8
EXPANSIVE SOILS
The so ils in the
building pad
areas are
pr edominantly granul ar
depos its
which
exhibit
a
potential
expansion in the very low
range.
DI SCU SSI ON S
1.
The existing residence was
demolished and
disposed of off-
site.
Our
initial
inspection
was
dur ing
the
grading
operation for the basement/garage area.
A vertical seepage
pit (cesspool)
wa s e ncoun ter ed
in the southeastern portion
of the
excava tio n.
The pi t
was dry
and was subsequently
filled
wi th
crushed
rock
to
within
3.0 feet of the pad
grade.
Compacted fill was utilized in the upper few feet of
the pad and compacted with heavy earth moving equipment.
2.
As
required
by
the
city of Encinitas, s~uctural footing
excava tions
for
the
residence
were
inspected
by
a
December 13,1990
w.o. #G-1143
P ag e 3
representative
this
prior
to
pouring concrete.
firm
of
Inspection reports for the footings and
slab areas observed
are enclosed in this report.
3.
Onsite
ma ter ials
used
fill
the
behind
earth
were
as
constructed retaining walls.
Th e fill
in lifts
was placed
of about
6.0 to 8.0 inches thick, moistened as required and
compacted to a
minimum
of
the laboratory
of
90
percent
maximum dry density.
4.
The r esul ts
density testing indicates that the fill
0 four
was placed in an adequate manner.
5.
Finish grading should provide
po sitive
away from
drainage
founda tions.
All drainage on the site should be maintained.
Pad water should not be allowed to pond or flow over slopes.
The
ons i te
deposits
generally pervious.
OVer
earth
are
wa ter ing of
vegetation will
result in
the infiltration of
water
into
footing
subsoils.
Watering of
the
and
slab
vegetation should be limited
that
amoun t
necessary to
to
sustain plant life.
December 13, 1990
w. O. *G-1143
P ag e 4
If you
have any
questions, please do not hesitate to contact us
at (619) 753-9940.
This opportunity to be of service is greatly appreciated.
Sincere ly ,
A. R. BARRY AND ASSOCIATES
~~
ivla r k B urwe 11
Geologi st
gR.f?ar~
Principal Engineer
TABLE I
Mo is tur e Dry Relative
Test Test Content Density %
No. Location Depth* % (pcf) Compaction
1 See rv1ap -3.0' 9.0 115.2 92
2 See Map -2.0' 5.0 112.9 90
3 See Map -6.0' 9.0 112.0 90
4 See Map -2.0' 6.5 112.4 90
5 See Map -2.0' 6.8 112.0 90
6 See Map - 4.0' 9.0 114.2 92
7 See Map -2.0' 10.0 118.2 95
*approximate depth below pad grade
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LEGEND
1. DENSIT{ TEST LOCATION (approx.)
BASEMENT.. GA:ZAGE WALL BACKFILL ONLY
PLATE
1
BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.o. Box 348
Encinitas, CA 92024
(619) 753-9940
SUHMARY REPORT
Job No.: P-1143 Client: Mr. Tom Cope Date: 8/30/90
Site Location: 4ï McNe ill Avenue Insp: M.B.
Encinitas, CA
Summarize present job status, work completed since last report,
problems and their solutions, etc.
Summary Report from (date):
to (date): 8/30/90
1.
The footing excavations for the retaining walls in the
garage pit area have been inspected and approved by this
fir~. Footing excavations are founded into competent
terrace deposits.
2.
Steel reinforcement (21/P-l) is consistent with the approved
plans and prel iminary geotechnical repor t.
3.
This inspection is limited to the garage pit footing section
(21/P-l) .
4.
All loose debris in the footing
removed prior to pouring concrete.
excava tions
shoul d be
By:
Copie s To:
BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.o. Box 348
Encinitas, CA 92024
(619) 753-9940
SUMMARY REPORT
Job No.: P-1143
Client:
Mr. Tom Cop e
Date: 9/4/90
Si te Loca tion:
47 McNeill Avenue
Encinitas, CA
Insp: M.B.
Summarize present job status, work completed
problems and their solutions, etc.
since last report,
Summary Report from (dât~):
to (date):
9/4/90
1,
The footing excavations for the perimeter retaining wall
along the southern and eastern pad area sections (17/0-1),
( 2 2/ 0 -1), (1 2/0- 3 ) an d 1 6 1 ate r a 1 fee t 0 f s e c t ion ( 2 4/0 -1 )
have been inspected and approved by this firill.
2.
Steel reinforcement is consistent
and geotechnical report.
with
the
approved plans
3.
All loose debris should be removed from the base of the
footing excavations prior to pouring concrete.
4.
This report is liûited to the footing areas indicated above.
By:
Copies To:
BARRY AND ASSOCIATES
GEO TECHNICAL ENGINEERING
P.o. Box 348
Encinitas, CA 92024
(619) 753-9940
SUMMARY REPORT
Job No.: P-1143
Client: Mr. Tom Cope
Date: 9/12/90
Si te Loca tion:
47 McNeill Avenue
Encini tas, CA
Insp: M.B.
Summarize present job status, work completed
problems and their solutions, etc,
since last report,
Summary Report from (date):
to (date): 9/12/90
1.
The footing excavations for the northern retaining wall and
staircase enclosure (eastern portion of pad) have been
inspected and approved by this firm.
2.
Steel reinforcement is consistent with section 30-1,100-1,
170-1 of the ap9roved plans. The steel reinforcement is
also consistent with the preliminary geotechnical report.
3.
All loose debris should be removed from the base of the
excava tion pr ior to pour ing concrete.
By:
Copies To:
BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.o. Box 348
Encinitas, CA 92024
(619) 753-9940
SUMMARY REPORT
Job No.: P-1143 Client: Mr, Tom Cope Date: 9/27/90
Si te Location: 47 HcNe ill Avenue Insp: M.B.
Encinitas, CA
Summarize present job status, work completed
problems and their solutions, etc.
since last report,
Summary Report from (date):
to (date):
9/27/90
I ,
The footing excavations in the central portion of the garage
area section 5/D2 and column pads F-4 have been inspected
and approved by this firm. In addition the continuous wall
footings for the two garage sections have been inspected and
approved by this firm.
2.
The pad, utility line backfill in the eastern portion of the
basement areas has been inspected and approved by this firm.
Slab reinforcement is consistent with the approved plans and
soils repor t.
3.
Steel reinforcement in the footings is consistent with the
approved plans and soils report. However, section 5/D-I
indicates the slab area along the eastern and western sides
of the central footing are tied together (not a free
floating slab). Clarification by the structural engineer
may be necessary.
Copies To:
By:
BARRY AND ASSOCIATES
GEO TECHNICAL ENGINEERING
P.O. Box 348
Encinitas, CA 92024
(619) 753-9940
SUMMARY REPORT
Job No.: P-1143
Client:
Mr. Tom Cope
Date: 10/12/90
Si te Loca tioñ:
47 McNeill Avenue
Encini tas, CA
Insp: M.B.
Summarize present job status, work completed since last report,
problems and their solutions, etc.
Summary Report from (àate):
to (date): 10/12/90
1.
The footing excavation for the proposed retaining wall along
the eastern por~ion of the site, adjacent to basement wall,
has been inspecteà and approved by this firm.
2.
Steel reinforcement is consistent
and geotechnical report.
with
the
approved plans
By:
Copie s To:
BARRY AND ASSOCIATES
GEOTECHNICAL ENGINEERING
P.O. Box 348
Encinitas, CA 92024
(619) 753-9940
SUHMARY REPORT
Job No.: P-1143 Cl i e n t: Mr. Tom Cope Date: 10/25/90
Si te Loca tion: 4ï ~1cNe ill Avenue Ins p: M.B.
Encini tas, CA
Summarize present job status, work completed since last report,
problems and their solutions, etc.
Summary Report from (date):
to (date): 10/25/90
1.
The footing exc3vations along the northeast corner of the
residence and the front entry way have been inspected and
approved by this firm.
2.
Steel reinforcement is consistent
and geotechnical report.
with
the
appr oved plans
3.
The footings only, will be poured at this time, Utility
line backfill and the subgrade areas should be inspected by
this firm pr ior to pour ing concrete.
4.
All loose debris within the footing excavation should be
removed prior to pouring concrete.
By:
Copies To: