HomeMy WebLinkAboutDEMO-20-0287 ` P �m,tNo Demo&20 0287.City of Arcadia, CA ky I* 1
Development Services Department 9 '* Permit Type aernolltlOrl.:
240 West Huntington Drive,Post Office Box 60021 a ray t
. Wor Class, cabo aDemo Pool
Arcadia,CA 91066-6021 at k
c,/,11 .11 (626)574-5416 *k�Ae k * k Perm.it$tatus Issued,E
ARCADIA 0 Issue"'Date 02/180.2020_ Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
2200 S EIGHTH AVE Arcadia,CA 91006-5433 5791026001
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Contacts
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RODERICK CHOW Owner KENNAH CONSTRUCTION INC* Contractor
2200 8th AVE 6251 Vatcher DR, Huntington Beach,CA 92647
(626)808-8337 (714)488-5615 613188
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Description:DEMO INGROUND POOL WITH COMPACTION Valuation: $ 0.00 t Tenant
REPORT.
Total Sq Feet: 0.00 t Plan Check# Plan#
m
Fees Amount Payments Amount Paid
Demolition Permit(Pool/Spa Backfill) $53.00 Total Fees $106.26
Demolition Permit Issuance Fee $47.01 Cash/Receipt#REC-03888-20 $106.26
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $106.26 -, r
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-•�;A LLS FOR INSPECTIONS
�T� Request for inspection'•,tIf-phone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
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This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
fr . February 18, 2020
Issued By: Date
February 18,2020 Page 1 of 1
NorCal Engineering
Soils and Geotechnical Consultants
10641 Humbolt Street Los Alamitos, CA 90720
(562) 799-9469 Fax(562) 799-9459
March 3, 2020 Project Number 21688-20
Kennah Construction
" 6251 Vatcher Drive
Huntington Beach, California 92647
Attn: Mr. Steve Espenschied
RE: Report of Geotechnical Observation and Testing of Swimming Pool
Backfill Operations — Located at 2200 South 8th Avenue, in the City of
Arcadia, California
Dear Mr. Espenschied:
Pursuant to your request, this firm has provided this geotechnical report to summarize
the observation and testing performed by this firm for the swimming pool backfill
operations at the above referenced project. Our geotechnical services pertaining to the
backfill of the excavation are summarized in the subsequent sections of this report.
Backfill Operations
The existing pool shell was completely removed. The exposed bottom was embedded
into undisturbed native soils and was observed and approved by a representative of this
firm. The fill area was approximately 34 feet by 15 feet with a maximum depth of 9 feet.
Fill material placed was compacted to a minimum of 90% of the laboratory standard in
lifts not in excess of eight inches in thickness. A rubber tire bobcat was utilized for
compaction control. A water hose provided moisture control.
ry
March 3, 2020 Project Number 21688-20
Page 2
Laboratory/Field Testing
The relative compaction was determined by Sand Cone Method (ASTM: D1556) and by
the Drive Tube Method (ASTM: D2937). The maximum density of the fill soils was
obtained by the laboratory standard (ASTM: D1557) and results are shown on Table I.
Tests were performed a minimum of every 500 cubic yards placed and every two feet in
depth of fill placed. A summary of the compaction tests of the backfill operations is given
in Table II with locations shown on the accompanying plan.
Limitations
It should be noted that our work does not warrant or guarantee that the contractor
responsible for each phase of the project has performed his work in accordance with the
project specifications.
We appreciate this opportunity to be of service to you. If you have any further questions,
please do not hesitate to contact the undersigned.
Respectfully submitted, SSQ
NORCAL ENGINEER ) Et- \,cND.TUo `ex,
2 It7?
XP• 2/31/2020
Keith D. Tucker * ,off P" * Mike A. Barone
Project Engineer s>94�T%C�1���' 0� Project Manager
R.G.E. 841 O CAt.WCP'
NorCal Engineering
March 3, 2020 Project Number 21688-20
` Page 3
TABLE I
MAXIMUM DENSITY TESTS
(ASTM: D1557)
Optimum Maximum Dry
Sample Classification Moisture Density (lbs./cu.ft.)
I Silty SAND 10.0 123.5
II Silty SAND 9.0 125.0
SUMMARY OF COMPACTION TEST RESULTS
Date of Test Percent Unit Wt. Relative Soil Test
Test No. Location Depth Moisture lbs./cu.ft. Compaction Type S/D
2/21/20 101 Pool Bottom 9.0-9.5 10.1 114.4 93 I D
2/21/20 102 Pool Bottom 4.0-4.5 10.7 116.5 94 I D
2/24/20 103 Pool Backfill 7.0-7.5 10.0 116.3 93 II D
2/24/20 104 Pool Backfill 6.0-6.5 9.5 118.1 94 If S
2/24/20 105 Pool Backfill 4.0-4.5 10.4 114.1 91 II D
2/26/20 106 Pool Backfill 2.0-2.5 9.8 118.9 95 II S
2/26/20 107 Pool Backfill 0.0-0.5 9.4 117.0 94 II D
2/26/20 108 Pool Backfill 2.0-2.5 10.1 119.7 96 II S
2/26/20 109 Pool Backfill 0.0-0.5 10.5 114.9 92 II D
S=Sand Cone Method
D=Drive Tube Method
NorCal Engineering
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NorCal Engineering
SOILS AND GEOTECITINICAL CONSULTANTS SITE PLAN
KENNAH
PROJECT 21688-20 1 DATE MARCH 2020