HomeMy WebLinkAboutUntitled (2) City of Arcadia,CA Permit.No:Demo-18;1.
Developmen[ServicesDepartmentDl�f" Sr` f . ,i` Ma Permit Type•Demolition
240 West Huntington Drive,Post Office Boz 60021 t ,' 't d�'"/ �..- ! t "3{ , Work Classification:Demo/Pool
Arcadia,CA 91066-6021 J �,, („9 �- f,) F L.1 3Iii.
(626)574-5416 , ,; - PermitStatus:1s.sued
ARC.ADIA Issue Date:09/20/2018' Expiration: 03/19/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
246 W Lemon AVE Arcadia,CA 5785020029
Contacts
HAROLD HSU Owner Torres Demoliton Contractor Contractor
246 W LEMON AVE 5134 N Landis AVE,Baldwin Park,CA 91702
(626)476-7789 (626)960-1308
Description:DEMO INGROUND POOL AND SPA 18'X34' Valuation: S 0.00 Tenant
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount Payments Amount Paid
Demolition Permit(Pool/Spa Backfill) $50.00 Total Fees $100.60
Demolition Permit issuance Fee $44.35 Cash/Receipt#REC-002352-2018 $100.60
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: ' $100.60
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/ COMPJ1(E INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
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.
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September 20,2018
Issued By: Date
September 20,2018 Page 1 of 1
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11111.1
PERMIT/PLAN REVIEW APPLICATION
Development Services Department,240 West Huntington Drive,Post Office Box 60021
Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
ChaQter 9(commencing with Section 7000,of Division 3 of the Business and
Pr fessions Code,and my lice, e is in ful force and effect �f ❑ I have and will maintain a certificate of consent to self-insure for workers'
Li se Class i O Ice I - No. / ( Exp. Date a '.50'/' compensation, as provided for by Section 3700 of the Labor Code, for the
■' performance of the work for which this permit is issued.
Signature of Contractor v a_
OWNER-BUILDER DECL RATION
0 I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following mason(Section 7031.5,Business and Professions is issued.My workers'co�pensati insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Canner -ir:etc- =f"cJw-e(�
demolish,or repair any structure,prior to its issuance,also required the applicant .._ 7
( 7
for such permit to file a signed statement that he or she is licensed pursuant to the Po icy Number 7
`' is section need not be completed if the permit is for one hundred dollars or less)
provisions of the Contractors License Law(Chapter 9(commencing with Section
7000)of Division 3 of the Business and Professions Code)or that he or she is
❑ I certify that in the performance of the work for which this permit is issued,I shall
exempt there from and the basis for the alleged exemption. Any violation of
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Sec'on 00 o the Labor Code,I shall
❑I, as owner of the property, fonMvith comply with those provisions.
or my employees with wages as their sole P Y
compensation,will do the work,and the structure is not intended or offered for �/ �q cab.- i g y
sale(Section 7044,Business and Professions Code:The Contractors License ate SignaFm e>f
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however, the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909) 396-2000 for
further information. //
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Name 410.24-C-1 5 •
Title
' . ow A. 44 10 tc-4-.
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relatingbuildi
to ng construction. I hereby authorize representatives of the City of
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�cadia to enter n he ae entioned property for inspection purposes.
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ENVIRONMENTAL
:-'- GEOTECHNOLOGY
"" """ LABORATORY, INC.
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September 26, 2018
Torres Demolition Contractor
Mr. Javier Torres
5134 Landis Avenue
Baldwin Park, California 91706
Subject: Soils Compaction Report; Swimming Pool Backfill, 246 West Lemon Avenue,
Arcadia, California, EGL Project No.: 18-AA-073C.
Ladies and Gentlemen:
This report presents results of our field density tests performed on the swimming pool backfill at
the subject site. Swimming pool was backfilled for landscaping. Site conditions, field and
laboratory test results, and post-grading recommendations are presented as follows:
SITE CONDITION
Subject site is located on the south side of Lemon Avenue at a relatively short distance west of El
Monte Avenue in the City of Arcadia, California. Topographically, the subject site is relatively flat.
Existing residence and associated structures will remain. The swimming pool shell was partially
left in place; however, the top 3 feet of the shell was removed and hauled off site and holes were
punched into the bottom of the pool prior to backfilling.
The swimming pool was a maximum depth of 8 feet below the existing grade after the pool shell
was partially removed and hauled off site. The holes in the bottom of the pool were created to
allow drainage and exposed natural soil.
Prior to all backfill, the holes and exposed soil within the pool were inspected and approved by the
city inspector to ensure clearance of non-acceptable debris. Import soils were used as fill
materials. Import soils consisted of brown base material (CMB; Soil Type A) and light olive brown
silty sand (SM, Soil Type B).
LABORATORY TESTING
Laboratory maximum dry density and optimum moisture content for the import soils were
determined according to laboratory standard ASTM D-1557-12. Following table presents the test
results of representative soil samples collected from the subject site:
11819 Goldring Road, Suite A,Arcadia,California 91006 Phone: (626)263-3588; Fax: (626)263-3599
Torres Demolition Contractor Page 2 of 3
EGL Project Number: 18-AA-073C September 26, 2018
TABLE I
LABORATORY TEST RESULTS
Soil Type Maximum Dry r Optimum Moisture
Density (pcf) Content (%)
A- Import base material (CMB) 127.0 10.0
B - Import light olive brown silty sand (SM) 135.0 7.5
FIELD DENSITY TEST
1. Field density tests were performed using the Nuclear Gauge Method (ASTM D-2922-01
and D-3017-01) and/or Sand Cone Method (ASTM D-1556-04). Field density test results
are presented below in Table II. Approximate locations of the tests are shown on the
enclosed Site Plan (Figure 1).
TABLE II
FIELD DENSITY TEST SUMMARY
Test Test Depth Moisture � Dry Relative Soil
Test Date Below FG Content Density Compaction
No. Location (ft) (%) (pcf) (%) Type
X-1 9/21/18 Pool 5.0 12.5 119.6 94.2 A
X-2 9/22/18 Pool 3.0 10.6 114.9 90.5 A
X-3 9/24/18 Pool 1.0 9.9 115.4 _ 90.9 A
X-4 9/24/18 Pool 1.0 10.7 116.9 92.1 A
X-5 9/24/18 Pool FG 10.0 121.7 90.2 B
X-6 9/24/18 Pool FG 10.7 121.5 90.0 B
FG = Finish Grade
2. Field density tests were performed at random locations to check compaction effort
provided by the contractor. Test results exceeded minimum required relative compaction
of 90 percent. Test results herein are considered representative of the compacted area.
3. Import soils consisted of brown base material (CMB; Soil Type A) and light olive brown
silty sand (SM, Soil Type B). Soil samples were verified to match with the laboratory
tested samples.
4. Compacted fill is considered adequate for its intended use.
POST-GRADING RECOMMENDATIONS
1. All utility backfill should be brought to near optimum moisture content and then compacted to
obtain a minimum relative compaction of 90 percent of the laboratory standard.
2. All trench excavations should conform to CAL-OSHA and local safety codes.
11819 Goldring Road, Suite A,Arcadia, California 91006 Phone: (626)263-3588; Fax: (626)263-3599
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Environmental
Geotechnology
Laboratory
LEGEND Site Plan
Of This Report DRAWN HY RJ
Limits Under Purview Z SCALE: 1'= 20 REVISED:
Test �� Q DATE 9/26/18
Approximate Location of Field Density "� Project Address 246 West Lemon Avenue
X—� —� Arcadia, California
`_` JOB NO.
Maximum FIR Depth = 3.0 feet
`�+ Figure 1 18-AA-073
Torres Demolition Contractor Page 3 of 3
EGL Project Number 18-AA-073C September 26, 2018
REGULATORY COMPLIANCE
Cuts, fills or processing of original ground under the purview of this report have been completed
under the observation of and with selective testing by EGL, and are found to be in compliance
with the Grading Code of the City of Arcadia, California. EGL's findings were made and
recommendations prepared in conformance with generally accepted professional engineering
practices and no warranty is expressed or implied. This report is subject to review by the
controlling authorities for this project.
This opportunity to be of service is appreciated. If you should have any questions, please call the,
undersigned.
Respectfully submitted,
Environmental Geotechnology Laboratory Inc. (EGL)
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11819 Goldring Road, Suite A,Arcadia, California 91006 Phone: (626)263-3588; Fax: (626)263-3599