HomeMy WebLinkAbout2300 JAMBOREE741729- 3 Sao
(ONSTRUalON
Jack Douglas, Jr.
Senior Project Manager
3020 Old Ranch Parkway
Suite 250
Seal Beach, CA 90740-2751
(310) 594-5577
Licensek491751
ENVIRONMENTAL MANAGEMENT SERVICES
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LYNE HETHIRINGTON, REA, CHMM
PRINCIPAL. SR. ENVIRONMENTAL SCIENTIST
9582 HAMILTON AVENUE, SUITE 361
HUNTINGTON BEACH, CA 92646
PHONE,714.6427062
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Bulldng Department
P.O. Box 1768
Newport Beach, CA 92658.8915
Pemit Counter Phone No. V14) 644-39BW3289
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CITY Of NEWPORT BEACH
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A WGERAGHTY
A- V& NHLLER, INC.
"Environmental Services
July 18, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 4 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
L CONSTRUCTION
JUL 19 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 4 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994, pending resolution of the following
exception(s). Attached is the Building 4 asbestos abatement clearance documentation which is a
necessary prerequisite for general building demolition.
Exceptions, Building 4;
An area of concrete, approximately 150 square feet will be marked with high visibility
paint, after the general demolition of the building has taken place above the building
slab. During the removal of the building slab, under the supervision of Geraghty &
Miller and Environmental Management Services, the area of concrete within the
marked areas will be segregated and stockpiled with other asphalt which is to be
recycled at the site. The remaining portions of the building slab will be handled as
general building debris.
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 CA
X 0
41
City of Newport Beach
Building 15 Pre -Demolition Certification
CA0186.030.001
July 18, 1995
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
< � xg��
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur: dm�
Lyn ethrington 61
Principal
2
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, M
Dan Rogers, FNEDC, Anaheim CA
0:\APROJECITFORDWEWPOR11CA0186.0301AGENCY C1B4SIGN.DOC
Eric Pearson, FMLDC, Dearborn, M
Jack Douglas, Koll Construction, Seal Beach, CA
GERAGHTY & MILLER, INC. 0
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Hygienetics®
Environmental
4,gienetics Environmental Senses. Inc.
July 17, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
0
Suite 4 Phone: 1714) 955.0201
1920 Ees: Warner Avenue Fax::714) 955-0965
Santa Are. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 4
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #4, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 4 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
6 J W CDR
John Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
RQIaj\071795\4313005\B4
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Hygienetics(a
Environmental
Hygienetics Environmental Services. Inc. Suite A Phone: (714) 955-0201
1920 East Warner Avenue Fax:.714) 955.0965
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract No.4313 005
Address: I Ford Road
NSWort Beach California
Contractor: CST
Address: 2100 East Via Burton Street
Anaheim California
Owner/Operator:Ford Motor Land
Address: 1 Parklane Boulevard Suite 1500 E
DearbornMichigan
Consultant's Certification
The below consultant hereby certifies that be has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
Building 4
Air Clearance Test Results
Sampk ID No.
Date Collected
Analysis Method
Fiber Concentration
Vibes/a)
Comments
062695777-01
6/26/95
IN70SH 7400 "A"
0.004
Pass
062695777-02
6/26/95
NICSH 7400 "A"
0.004
Pass
062.695777-03
6/26/95
N10SH 7400 'A"
0.005
Pass
062695777.04
6/26/95
170SH 7400 'A"
0.003
Pass
062695777-05
6/26/95
NIOSH 7400 "A"
0.004
Pass
062695777-06
6/26/95
N105H 7400 4A"
0.004
Pass
062695777-07
6/26/95
'MOSH 7400 "A"
0.003
Pass
Background Readinp orStandard: --
EPA Clearance Level of 0010 fIce
JPC:Ia1\067135\4313o05\B4
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Budding Department
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A WGERAGHTY •
/•r& MILLER, INC.
)WEnvironmenial Services
July 18, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 12 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
KOLL CONSTRUCTION
JUL 19 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 12 at the former Ford
Aeronutronic Facility, in Newport Beach, CA. Based on our inspection, we conclude that the
removal of regulated building materials and building decontamination have been completed
consistent with the FML Demolition Specifications dated October 25, 1994 Attached is the
Building 12 asbestos abatement clearance documentation which is a necessary prerequisite for
general building demolition.
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
s.- A
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur:
Lyn ethrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI John Douglas, City of Newport Beach, NB, CA
Dan Rogers, FMLDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
Eric Pearson, FNIL.DC, Dearborn, MI
G:\APROIECTTORD�NEWPORI\CA0186.03041GENCY C\Bl2SIGN.DOC
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224
10
Hygienetics®
Environmental _
Hygienetics Environmental Services, Inc.
May 1, 1995
Mr. Jim Hubbard
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Suite A Phone: (7141 955-0201
1920 East Warner Avenue Far.: (714) 955.0965
Santa Ana, CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #12, were properly abated. The areas of asbestos
abatement were visually inspected and air tested by Hygienetics Environmental before
reoccupancy by any other working trades or visitors were allowed.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
0 surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
IK '
Jon Carey
Project Manag r
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
JPCkdh\050295\4313005\L0036JPC
JUL 18 '95 14:13 HYGIENETICS SRNTRRNAA P.3
.Oil0Iul l'f)I1Il mn
1117iba I, Ilrc I ma mVnrq it; `;,.I\•ir:n:., ll °hill.• A I'luntn; (i 14) Mr, 0:101
,ITT) Cant lWitno Avral,r- la'. ri l.h 95r, 00Rr.;
tnlilri Alin. I'M 9%r04
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract No.
Address: 1 Ford Road
NcMWort Beach. Wifornia
I
Contractor:
Address: Zj00'FUt Via Burton Street
Anabeim. California•
Owner/Operator-Ford Motor Lend
Address: 1 Parklane Boulevard. Suite 1500 B
Dbarborn. Michigan '
Consultant's CertlBcatlon
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site tobbe acceptable and in.compflance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
6
Air Clearance Test Results
Sampk ID No.
Data Collected
Analysis Method
Plber Cbnxatratioa
(fiblug/a)
Cotnmeau
031695777-01
March 16,1995
NIOSH 7400 "A"
0.004
Pan
031695777.02
March 16,1995
NIOSH 7400 "A"
0.002
Pan
031695777.03
Match 10, 1995
NIOSH 7400 "A"
0.004
Pan
B&Ckground Readinp or tanda
EPA.Clearanct Level or <_O.01f/m '
JPO:IoJ\os2495\4313005\9nal.8
Building DeparOngnt
P.O. Box Y7fi8
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BUILDING PERMIT
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JOB
ADDRESS'
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DESCRIPTION
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CONTRACTORS UCENSE LAW FOR THE FOLLOWING flEASON I5EC 70315. BUSINESS PNO_�__.__—__���-��I�Is-��--__-_
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YEAR OF COMPLkTWN, THE
i pI� �n
ADDRESS: 941=1_E-C1PI1DL-11IiLBSE-cV0
EVER-TILE BURRING OR WPROVEMEM IN SAD WNHIN ONE
.OpTiERBIIADEJi WILL INVEiHE BURDEN OFPROVWGTINT HE ORSI{E DID NOT BUILD OA
vEwRTHEPDRPDSEOF
—�-------
PHONE
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----408Izb2 4885
LEGAL
DESCRIPTION:
-------
- --
CIXi
I;ASRS
SipTE SS' NEWPORT
SSIONS
TOOMSTRUCTTOP EC (SEC 70ELYCONESS AND PROFESSIONS
THE OCO.NTRACTORS CUENSE LAPROJECT
W N(OT APPLY PTO AN OWNER OF A PROPERTY WHO
UC•'�:DYYERIBLDB . - BUS. U_C•
BIRDS OR IMPROVES THEREON. AND WHO CONTRACTS FOR SUCH PROTECTS WITH A COLL
ARCHITECT:
_[] IMA EXEMPT UNDER SEC. - PC FOR THIS PERSON
_
ADDRESS:
�_—_— _ -____ __ _----T_.a.e--_----_�f�_._��.
PHONE
SPEGAL ---- --- --- ---
coNDmONS• //.ei ,�j/�[ G.rNi+�n+Jls //P/I41iKL Ls-�fiLY�
LTC. NO.:
ENGINEER:
• / - ._ •. ��„q,, �
LICENSED CONiHACZfOFS' CLA�RA7� N.
\\
ADDRESS:
.'fIHLEH®YAFfIRMLNDEILPENALTY OF PERJURY THAT PM LICFNSm UNDER PROVISKKIS
:OF CHPPIF349(COMMENCING WI311 SECTOR 7�0) OF DNISIOM3 OFQJT1f,�aBUSNESS MID
WDE:MIDMYtICENSEISWFV(LPoRC�AAm , ti.
PHONE.
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PROCESSED BY:
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OTHER
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a iX'
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_ -LOLL COBSilIAC[--DOQGLAS-7$— —
1+Tt—
-/ /•'"e )WOHICE�RS„'COMPENSATION DECLARA 41
1
ADDRESS: '{OZD-OLD-PAQCB-PHSIYTSSE-2-SO---
FIRE
APPROVAL
PLAN CHECK
BY '
,••
rr-ffuNDOigENN.TYOFTRYONEO; niB \ ` DE4TI
PHONE
SIGNATUflE OF
GRADING
APPROVAL
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1 I!ii
-VEAND WILLMAINTAIN'ACEATfTCATE DFCONSENLT05 REFOR WORW
FOR
FRS'COMPENSAT ON ASPAONDm FOR BYSECTION 3T000F,THEIWBOQ CODE.
THEpEpfay<pNCEOFlHEY1JRKPoRp*I HTNLSpERMRISL55UEp p t
APPLICANT
APPROVAL
TOI
HAVEANDWILLMAINTAINWVR`0:(RS CCMPEN54TION INSU AS SECURED BY
SECTION SODS OF•THE LABOR -CODE. FOR,THE-PERFORMPNCE OF THEWORK FOR
- wNcH THIS PERMR•IS ISSUm`M rWORKER,yCOMPFNBA ON WSURNIC CARRIER
ANDPOLICYNUMBERARE r-- _ .,,. :YJ�
t JulDI Feuit Pees
,
CAPq ER\ !� %
EBi > Pieal Project valuation
BOIL➢IRB PERMIT PEE
989.50
200000 ; Papeete: 350:05
:Credit etteeded: 0.00
Mo R R POUCY
.-'• DLL1W{{LLLLSSSS(5E1C00T)IOONRNLEESEDSItN,OT"BE`jC'OMREimJIFT✓L
EPER!S
�-��"""-C
Total Ctedita: 3S0BSH
Subtotal DOILDIHO PERMIT PfifiS
989.50
1
CERTIFY THAT IN THE PERFOfiM(WCE OETHE•wOTLK FOR YrtAS THIS PERMR IN
ISSUm.I SHpM. NOT EMPLOY ANY PERSON IN ANY MANNER 50 AS TO BECOME SU6
—»----------------..------------
-• -_--.�_...-..
1 8alaeea 749.62
COMPENSATION AGREETINOF
.JHOIJUD TOWORKERS'COMPENSATION
-' 'BH
BIE qT�O �1 iKERF
BECOMESUBJECT
w
GIMPO➢➢II SEISMIC SIPETY PEE >
- 42.00
; Adjevteeets 0.00
OTBED PEE 1 lecoeetdeg Code
68.17 68.17
010-503 Ealucc dee 749:62
DATE APPMDAN
' WARNING FA STO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL, AND
SINLL SUBJECT AN EMPLOYER TO CRIMINAL PENALTES AND CIVIL FINES UP TO ME HUN-
:'DRED THOUSAND DOLLARS'15100A00).1NADDfTiON TO THE COST OF COMPENSATION.GALL
AGESASPRONUm PoR W SECTION 3JW OFTHE LABORCODE, IMENEST, AND ATTOMN
.-----=----�-- _'----�-�--
_
--------YC—.
LDS,
---____.»-.._._»»__�__�___•___-_
TOTAL BLDO BQILDIMB PERMIT PEES
--»�.___--�
1,099.67
-
CONSTRUCTION LENDING AGENCY
I HGENYPMRTEPER PRMANCOFPERNRVTINTTHEHIIS THISPERMITMUM
Pl0 AGENCY FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PEWAR IS
'
PAID
. 1810ERSADDREss
.
JUL �•
'I CERTIFY THAT I HAVE READ THIS APPUCATON AND STATE THAT THE ABOVE INFORMA-
•TliYl l9 CORRECt.I AGREETO COMRT WRHALLCItt ANTI Cg1NIYORONANCES ANTI STATE
,LIRE flELAT9IG TO BUILDING CIXJSRIUCIION. AND HEREBY AUTHOR�REPiiESEIJTATVES
.. OFTWSCOWTYTO FNTFA UPONTHE ABOVEMENTIONEO PROPEHiYFOR U6PECTKKI PUT-
.IPc c G,tAt 1e;
�
/
CITY OF NEWPORT BEACH
.
:a
. PE1W EIPWNT)
]-I R-
—
OFPERMRTEE DATE
A WGERAGHTY
Ar& NIILLER, INC.
AW Environmental Services
July 15, 1995
CA0186.030.001
• • KOLL CONSTRUCTION
JUL 171995
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 5 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 5 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994. The building is released for general
building demolition, including the building slab and any associated sub -surface improvements.
Attached is the Building 5 asbestos abatement clearance documentation which is a necessary
prerequisite for general building demolition.
Sincerely submitted,
Mark T. Kubota
Engineer
Geraghty/ VV . n
eth Matters
Associate
Geraghty &Miller, Inc.
Concur:
��_
Lyne ethrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FNEDC, Anaheim, CA
Eric Pearson, FMLDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
G:W'ROJECT\FORDINEWPOR*nCA0186.03041GENCY CO75[GN.DOC
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 0
•
HE_ygienetics®
nvironmental
• KOLL CONSTRUCTION
JUL 17 1995
Hypenetic:s Enwronmentai Sen+ces.:n:. Suite 4
1920 East Warner Avenue
Santa Ana. CA 92705
July 13, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barrauca, Suite 500
West Covina, California 91791-1600
Phone: •7141955.0201
Fax: :%4:955.0965
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 5
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #5, were properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site'Demolition.
Building 5 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
N�
J Care ?-- -
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas,
Mr. Ron Spencer,
Mr. Jim Hubbard,
JMtaA071395\4323005\B5
Koll Construction
Aman Environmental
Geraghty & Miller
.V lenetics(D •
Environmen#al
Hygienoacc Environmental Services, Inc.
Suite A
1920 East Warner Avenue
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract No. 013.005
Address: 1 Ford Road
N 'LEI ftach. California
Contractor:
Address: 2100 East Via Burton Street
Anaheim` California
Owner/Operator:Ford Motor Land
Address: 1 Parklane Boulevard Suite 15nn E
Dearhorn. Michioan
Phone: (714) 955.0201
Fax: (7141955.0965
Consultant's Certifleation
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the; asbestos project site and found the situ to be acceptable and in compliance with the contract specifications
and applicable regulatory standards c=pt as may be noted below.
Hygienetics Environmental Services, Inc.
1M East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sample M No.
Date collated
Analysis Method
Moir Coarratratlon
(ems/cc)
Comments
061695777-01
6/16/95
NIOSH 7400 "A•
01002
Pau
061695777-02
6/16/95
NOSH 7400 •A'
0.003
Pass
061695777-03
6/16/95
NIOSH 7400'A!
0,003
Pau
061695777-04
6/16/95
A40SII7400'A*
0.004
Pan
06169$77MS
6116195
NIOSH 7400 •A•
0.005
Pan
061695777.06
6/16/95
h10SH 7400 •A"
0.005
Pan
061695777.07
6/16/95
MOSF! 7400 'A•
0.002
Pat"
B grouncl Readings or tan ar :
EPA Clearance Level of s001f/cc
7P0iai\071395\4313005\W
Fe_D: "14—o 7 c_C,ncr , ..I p_9e nc;e F'M r_
BUILDING PERMIT
G
G Budding Department
P.O. Box 7768
., Newport Reach, CA 714)
Permlt Counter Phonea No. No. (714) 644.3280/3269
B9501190
Ins lion Requests Phone No. 14 644-3255
OWNER�9UILDER DECLARATKxi
JOB
INSP
DESCRIPTION
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY THAT I AM EXEMPT FROM THE
REASONAND
ADDRESS.
AREA:
OF WORK:
1/
PflOFEE.51 NS COOESAH CRY OR COUNTf MICH A PERRMTTO CONN
__ __—_
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ALTER. IMPROVE DETR OUSH. OR REPAIR ANY STRUCTURE PRIOR TO ITS ISSUANCE ALSO
flSEUWESTHE PPPLI('JNFFORSUCHPEAMITTOFKEASIGNEOSTATEMFIlTIHATHEORSHE
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—DIID—D➢IID-WGILCGGTI 'ALYO-�tr_. — _
ISl10ENSSEPURSUARTOTION 70 ISKKS OFTN 3 OFT HE BUSINESS ANDLAW (MRAP1Efi
9 (CgA1FNLwra WR11 EECRON ]OOF1 OF gVLSIQY 3 OF THE OUSINESG MND PflOFF %5 M
OWNER'
OFA-NOfOR-LdYD-DEYELOFUSYf
-
TYPEOF
CONSTRULTIQV.
NO.OF
GROUP: SFORIES___
—
CADO OH THAT HE OR GHE IS IXEMPT THEREFROM AND THE BASIS FOR`THE ALLEGED
ANY
ADDRESS.
ADDED /NEW
ADDED /NEW
T ACMLPQNLT•OFNOTTTMOREWNI4 HUNDRmRA RRS )CTS
❑LrOWNEROF11fEPROPEflTV, WPLEGISTHEIP1I5B5555IXIX0000EE11 COM,
ern o
341-A-S-CdPI-fOL-A9&�-�ttc-tD
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ORMV FMPIOYEE5W1}H
MTITHESTFLCWRE IS OR OFFENSE FOR----
1, PHONE
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SAIFXw.wIUBO]xEWORNL
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B IE (SEC. ]034, BUSINESS AND PROFESSIONS CODE THE CONTRACTORS LICENSE LAW
GOES NDT APPLY TORN INNER OF iYWHOBUMS OR
CONTRACTOR
-
LI p LO
.—PDRD'MOTOY-LAYD-BE9ELOPMEYPIF,—
SETBACKS
FRONT HEAR LEFT
RHERSEHEREON,ANp
WHO CUES SUCH WORK HIMSFIF OR HERSELF OR THflWGH HIS OR XEfl OWN EMPLOYEE
HERE
PR NOU)%VWIIN OR OFFERED FOfl
ADORE-----_
ADDRESS
PUETIOHCN
EVDL THE SISWwG Ofl IMPROVEMENT IS SOLO WRHIN ONE YEAR OF COMPLETION,THE
TH MWING ORIS
------
LEGAL
W TER8U0.0EA wM11 HAVE THE BURDEN OFPflOVwG ]FIAT NE OR SHE DID NOT m¢D OR
AMIXCLUSNELYUI]MMCIND
--
PHONE:
flILYlcsd 9S0?S -----
LEGCRIPTION:
RM W10NSDODE
TPACTORS To CONSTRULFTHE PROJECT (SEC ]OTA, BUSINESS AND PROFESSIONS CODE
STATE NEWPORT
UG NO: �•' R ( BUS. L1C •_
THE GJFMULTORS UCmEMWROES NO TAPPLYTOMOWNEROFAPROPEMYWHO
BLIBS CR LVPTIOVES THEflEIX{ ANO WHO CONTACTS FOR SUCH PHOIECTS WIM A COTi
TPOCIOFl(S)l10EM5m PURSUPMTOTNEfJJIMUC(ofl5l1CFMSE Uw.}
-yYBRMRLDR-_-
ARCHITECT:
- --
SUSTLIG-CIS
-------------------
DRESS:
------- --
❑ 1 AM EXEMPT UNDER SEC - -S& RT REASON
_
PHONE.
CONDITIONS,'
- o1YNEfi,{' •/• -
LIC NO:
- - -ifs-�•.
ENGINEER:
LICENSED CONTRACTOR ECUs,TON,
ADDRESS:
IHEAEBV AF}lfl1A UNDER PEfYLLTYOF PEANRY T AM tICENSED UNDER PROVISIONS
OFODPIERG(COMMFNGNG WRN OOf111OFBECfION]DIVISIONd OF TI1E BUSINESS ANp
--_—--------
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_-'} __--_-- --_- ---� -- ----
Pfl_FESSIONSCOOEANOMYUCENSEISW FULLFOflCEANDEFFECF l T i
PHONE:-
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ucDUEarss LID No -_ - e°n!�� vn��
C. NO:
APPUCANP.14
MOLL-GOYSf{JACB-DOIGLhS-FITt
ZONIN
App
OTHER
DEPARTMENT
t ''ww��
WOP�F`i,'COMPENSATION DECLMA ONIIY'
ADDRESS:
1p
pppppyAL
PLAN CHECK
IHBiEB1/ UNOERPEWZTYOFPEIUURYOVEOFTH�E DEC ARATION5:
t I
yDID_OLB_F,AYCH-PBYP-STR-ZSD-
I PHONE:
n -
I t
JHAVEAOWILLMNNFAWACERIIFICATEOFCOWENTTOSEWNSURET9RWOHK•
I
Y-'
APPROVAL
a FJRSCOMPFNSATION.AS PROVIDm FOR BY SECTION GII100FTHE lA008 CODE FOR
SIGNATUREOF
APPLICANT
GRADING
APPROVAL
TO ISSUE f .
�THE�mFORMANCEOFTFIEWOHKFOFRWACHTHIGPERMIM 7SS11EBr ) 7
eREWIR7SE
..
HAVE PNO WILL•MAIMAw WOPIQ:RS COMPENSATION INSU A CE A6 OY
SECTION WN OFTRKFOR
O- R CODE . F�ORrW
`•PERFRMEOF�We-WO
WCH THIS PERMITSEDRV H
AND PoUCY �ETTLIEB
YOILDIAG
Pe;4/it Feel }
t
EYTEW
BOILUIYG
Phil Project Taloatica
PERMIT FEE
989.50
200000 ; Pagaents: 418.22
,Credit erteaded: 0,00
=- a
`^: t �i ��
POLICYNIIMBEP
! .ry
SECTION NESENOT BEJCOMP'LITTSEIFTHEPEwvT�sME
-----------------
----------------
Total Credits: 418.22______________
'PR
SAbtotal
YUILDIYG FMIT FEES
989.50
'
_J CERTIFY THAT IN THE PERMRMAICE OF WE WORK FOR WHICH THIS PERMIT IS
JT�HOT OANY TIUFRSO ANGnEET1FJECI` OWEoCCOMPENSAON USON WS OF CAUFONA. AND AGREE THAT
_______________________-_
�-_____
____mow______
� Balaace 681.45
bSHOUW BECOME SUBJECT TO THE WORKERS COMPENSATION PROVISIONS OF
'OIA^a 3TDIOFTHELABORCOpE.ISHALLFORRNAiHCOMRYWITHTIgBEPflOVL
CALIPOEYIA SEISMIC SAPETT FEE >
k2.00
Adjastaeata O.00
_ APPUCAR
OTHER FEE
i AccoaatiAB Code
68.17 68.17
010 5003 ; Balaace die 68135
PLUCK ---- ------ —-------------- ---
WARNING- FNWRE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND
SIWLSUBJECT AN EMPLOYER TO CRIMWA PENALTIES AND CIVIL PINES UP TO ONE HUN.
BRED THOUSAND p0UAR5((S5IMIW). w ADDITION TO THE COST OF COMPENSATION. DARE
____________________-_____________
--__-C--------
AGESASPHOVIDED FORWSECIION 31p6OFTHEI.ABOfl COPE wTEfRFu"F, ANDATTORNEYS
-__-_______�___________________
EIRES
TOTAL BLDG BUILDING PERMIT FEES
1,099.67
CONSTRUCTION LENDING AGENCY
M WA UNDER OR AINCOF FWE WORK
AGENCY%Y E 5 A CONGE MIT IS ISSUEDPERFORMANCEIS
ME L
'
ate. A 6
r A II
IBDBfSADDRESS
I CERTIFY THAT I HAVE READ THIS MPUCADON AND STATE THAT THE ABOVE INFORMA•
IIOT ISCORRECT. I AGREETO C YWITH All CITY AND COJNTY ORDINANCES AND STATE
UM RaATNCI M MIMING f/JNSiRUCTION, AND HERESY AUTHORS REPRESENTATIVES
j
•.•
CFTI115CCUNIYTO ENTEq UPONTIEABOVEIAFNTIOVm PHOPERTYFOR INSPECTON PUN•
)`�/
1 '
v .
BEACH
PERAUTTE E RItJR
oR
CITY OF NEWPOR7
al
N DATE
AWGERAGHTY
I-Ir& MILLER, INC.
AWEnvironmental Services
June 15, 1995
CA0186.030.001
•
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 8 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
• 5q 501190
A Heldemil company
OLL CONSTRUCTION
JUN 191995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 8 at the former Ford Aeronutronic
Facility, in Newport Beach, CA Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994, pending resolution of the following
exceptions. Attached is the Building 8 asbestos abatement clearance documentation which is a
necessary prerequisite for general building demolition.
Exceptions, Building 8;
An area of concrete, approximately 50 square feet, located North of B-8 will be
marked with a high visibility paint. This concrete will be completely removed, down to
the native soil, under the direction of Geraghty & Miller, Inc., separately and prior to
the general demolition of the building slab. This material is released for recycling
along with the asphalt from the site. Analytical results indicating the absence of any
volatile organic compounds in the above referenced material is attached.
3700 State Street, Suite 350 • Santa Barbara, California 93105 • (805) 6877559 • FAX (805) 687-0838 10,
City of Newport Beach
Building 8 Pre -Demolition Certification
CA0186.030.001
June 14, 1995
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
<N-k9E:--
Seth Matters
Associate
Geraghty & Miller, Inc.
z
Environmental Management Services
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, W John Douglas, City of Newport Beach, NB, CA
Dan Rogers, FMLDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
Eric Pearson, FMLDC, Dearborn, MI
G.\APROJECT\FORD\NE WPORnCA0186.03049GENCY_C\DOUG0614.DOC
GERAGHTY & MILLER, INC. CAA
Aonoticso
ronmental
"snotlos Environmental Services, Inc. Suite A
1920 East Warner Avenue
Santa Ana, CA 92705
June 8, 1995
Mr. Jim Hubbard
Geraghty & Miller
100 North Barrance, Suite 500
West Covina, California 91791-1600
Phone: (•7g4) 955,0201
Fox;(7141955.0965
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc,, survey for Building #8, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3,17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 8 may now be safely accessed by other trades to perform demolition activities,
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygieneua Environmental Services, Inc.
Jo Carey
project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
JPCtW\tM$B 4313995\1 "JPC
Volatile Organic Compounds
Method 8240
Client Name: Geraghty & Miller, Inc.
Client ID: ISO-FRBCN (01001)
LAB ID: 111381.0004-8A
matrix: CONCRETE
Sampled: 25 APR 95
Authorised: 25 APR 95
Prepared: 05 MAY 95
Instrument: PTGC/M8
Dilution: 1.0
Parameter
Result Qualifier
Vinyl chloride
ND
Trichioroethene
ND
sensene
ND
Tatrachloroethens
ND
Toluene
ND
1,1,2-Trichloro-1,2,2-
trilluoroethane
3PD
surrogate
Recovery
1,2-Dichloroethane-d4
101 4
Toluene-d8
114 U
Branofiuorobensene
84 t
NO s Not Detected
p�Il'7'A
Saykw
Received: 25 APR 95
Analysed: 05 MAY 95
Ri, Units
20
ug/kg
S.0
ug/kg
510
ug/kq
S.0
ug/kg
5.0
ug/kq
10
ug/kg
Acceptable
Range
70 -
121
Si -
117
74 -
121
�y,�lenetless
nviironmental
+IaMtlaa Environmental 9ervmea, Inc. Suite A Phone: (714) 955.02o1
1920 East Warner Avenue Fax: (714) 956.0965
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
lrrr�llrr I�IIW�� -- IIr. rrrr�rlr�
Prgect Name: FML Site Demotitien Contract No,
Addresa: S Pord Road
n am= Beach. Glifornia
•. .., atiy
1.1 - I • .
17MIdnar,n
IrLI�r�I1.IrWY�lli��lr�111- laarlr�
Consultant's Certification
■u+ll�.��l ul�r.r�lr��urr�nrrr��r•
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the ubestos project site and found the site to be acceptable and is compliance with the contract speaificationa
and applicable regulatory standards eaaept as may be noted below.
FTygieoetim Environmental Services, Inc.
19M East Warner Avenue, Suite A
Santa Ana, California 92
Inspector's Name:
111*Mtue:
Ants & Time:
Comments:
Air Clasrance Test Results .
rlr��lirY�lII��Ir�l 1
o.
Date
Alabdu Me"
FFM Coacnnatioe
ec)
t7oME"M
M•y ss, IM
NIGSH 74M'A"
oA03
PusNo2i,
gfi!441
IM
NiOSH 7W0•A"WOM
May 25,1995
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FEES. PRONDED FORWSECTION 3TO60FTHE LABORCODE.IMEREST. ANOATTORNEY5
FEES.
CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERIURY THAT WERE IS A CONSTRUCTION UENO-
ING AGENCY FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED
(SSG S09),CN.C)
( OETYS NAME
LENDEFTSNxJRE55 _ _ _
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_-_-_ Total Credits:
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68.17 69.17 010-5003 Mataace due
PLAMCM— ------ —--- --
PAID
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418.22
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691.45
/rGERAGHTY 8q Sb119
�r� MILLER, INC.
��Environrnerrtal Services
A Heidemij company
June 15, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 11 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
K CONSTRUOTION
,SUN 191995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 11 at the former Ford
Aeronutronic Facility, in Newport Beach, CA. Based on our inspection, we conclude that the
removal of regulated building materials and building decontamination have been completed
consistent with the FML Demolition Specifications dated October 25, 1994. Attached is the
Building 11 asbestos abatement clearance documentation which is a necessary prerequisite for
general building demolition.
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & <ea
Miller, Inc �V�tUrs
Associate
Geraghty & Miller, Inc.
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI John Douglas, City of Newport Beach, NB, CA
Dan Rogers, FMLDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
E. Pearson, FkALDC, Dearborn, NH
0:IAPROJECTTORD\NEWPORnCA0186.030WGENCY 02DOUG614.1)OC
3700 State Street, Suite 350 • Santa Barbara, California 93105 • (805) 6877559 • FAX (805) 687-0838
Of
fironmentaall
wglendloe Envlronmentel Services, Ina.
State A
1920 test Warner Avenue
Santa Ana, CA 92705
June 8, 1995
Mr, Jim Hubbard
Geraghty & Miller
100 North Barratica, Suite 500
West Covina, California 91791.1600
Phone: 1714) 955.0201
Fax: (714) 955.0965
Re; Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
The majority of the asbestos -containing materials, identified in the Hygienetics
Environmental Services, Inc., survey for Building #11, were properly abated. The areas in
the building where asbestos abatement was completed were visually inspected by Hygienetics
prior to final air clearance testing, The results of final air clearance testing were below the
specified clearance criteria of 0,010 f/ce as detailed in Section 02085 Part 3.17 "Final
Inspection and Testing" of the Project Manual for FML Site Demolition,
Approximately 35 square feet of vinyl floor tile and mastic remains in place due to
Inaccessibility. The vinyl floor die and mastic is located in Cell 10 beneath a large oven.
These materials will be abated after the oven in Cell 10 has been removed. Also, there
could be asbestos -containing pipes found in the ground surrounding the building structure.
Building 11 may now be safely accessed by other trades to perform demolition activities.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
n s vir ntal Services, Inc.
Jo n Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93.1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
VQW\0liass\43twos\1M36J?c
A
EhIronmental _
Hyalonstics Environmental Ssrvlces, Inc. Suite A Phone: (714) 965.0201
1920 East Warner Avenue Fax: (714) OSS-0965
Santa Ana. CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICA`M
Project Name: OIL Sty Demolition „_Contract No
Address: 1 Ford Road _
J e�'Imrt Bit �lifauli� .
Contractor: GS'r
Address: 2100 East Via Burtnn gUeet
Anaheim. California _
Owner/Oporator:Ford Motor Land �� • ��_
Address: I Parklans Boulevard, quite ISM L
f2earbern. Michlaan
II�� 1��11 laaa��lll�r�ll��
Consultant's CeetI lcatlon
IIY�IIaW�1�Y�1111a��11 III �a01�•
The below consultant horeby certifies that he has eoadueted a visual inspection and the following air tests inside
the asbestos project Mto and found the site to be acceptable and in compliance with the contract spedr[Wons
and applicable regulatory standards except as may bo noted below,
Hygienstics Enviroamontal Services, Inc,
1920 Fast Warner Avenue, Suite A
Sanu Ana, California 92'
Itrspector/s Name:
Signature:
Date dt Time:
Celmments:
Air Clearance Test Results
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KOLL CONSTRUCTION
ArGERAGHTY
A- V& MILLER, INC.
AW Envirownenlal Services
June 29, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 7 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
JUL 0 6 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 7 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994. The building is released for general
building demolition, including the building slab and any associated sub -surface improvements.
Attached is the Building 7 asbestos abatement 'clearance documentation which is a necessary
prerequisite for general building demolition.
Sinc rely ubmitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
Se h Matters
Associate
Geraghty & Miller, Inc.j�
Concur:
Lyne F thrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FNEDC, Anaheim, CA
Eric Pearson, FNEDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
G:IAPROJECTTORDW EWPOR71CA0186.030WGENCY_CU37SIGN.DOC
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 0
( Hygienetics(M
Environmental
",itienelics Environmental Services. Inc.
June 8, 1995
•
���
,;.
1.Mr. Jim HubbardCy�1- �1g9
Geraghty & Miller s
100 North Barranca, Suite 500�
West Covina, California 91791-1600
• KOLL CONSTRUCTION
JUL 0 6 1995
Suite A Phone: 1714) 955.0201
1920 East Warner Avenue Fax: (714r 955 0955
Santa Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #7, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 7 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
Y��•
Joh Carey
i4
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
IPC:bdh\050295\4313005\1.0036.JPC
• KOLL CONSTRUCTION
Hygienetics® JUL 0 6 1995
Environmental
'enetics Environmental Services. Inc. Suite A Phone: i714r 955-0201
1920 East Warner Avenue Fax: (7141 955.0965
Santa Ana. CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FNC Site Demolition Contract No.
Address: t Ford Road
Nem ort Beach California
Contractor: CST
Address: 2100 East Via Burton Street
AnaheimCalifornia
Owner/Operator:Ford Motor Land
Address: 1 Parklane Boulevard Suite 1500 E f
Dearborn Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as1may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92'
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sample ID No.
Date Collected
Analysis Method
Fiber Coocentratioo
(6ben/a)
Comments
032795777-01
3/27/95
NIOSH 7400'A'
0.003
032795777-02
3/27/95
NIOSH 7400'A'
0.003
032795777-03
3/27/95
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032795777-04
3/27/95
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3/27/95
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3/27/95
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032795777-07
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13ackground Readings or Standard:
EPA Clearance Level of 001f/cc
JPC:bdh\052495\4313005\apracA
Cil1r of Newport Beach
Building Oepartrnent
P.O. Box 1768
Newport Beach, CA 92658-8915
Permit Counter Phone No. (714)
BUILDING PERMIT
IALTY OF PERJURY THAT I AM EXEMPT FROM THE AuutlCJJ' n AREA:
THEFOLLOWINGR N(SEC. TTOI5.BUBINEBGANO
COUNTY WHICH flEWIgES A PERNR TO CQVSTAUCT, - - - -- - -
PAW NJ'I STRUCTURE PRIOR TO ITS ISSUANCE ALSO BLDG: FLOOR: SUITE
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ADDRESS:
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INO AGENCY FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED
(SEC JU9T,CN,C).
LENDERS NPME
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TKKH HAVE
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OPTS COUNY TO ENTER UPON THE ABOVEWENRONED PROPERTY FOR INSPECTION PUR.
POSES
m
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BUILDING PERMIT FEE
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CITY OF NEWPOR T BEAC m
ArGERAGHTY
AV& NIILLER, INC.
AW Environmental Services
KOLL CONSTRUCTION
May 23,1995 MAY 2 31995
CA0186.030.001
Mr. Eric Pearson
Ford Motor Land Development Corporation
One Parklane Boulevard, Suite 1500 East
Dearborn, Michigan 48126
Subject: Clearance of Building 15
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Pearson:
At your request, Geraghty & Miller is hereby providing this notification of
inspection related to removal of regulated building materials and decontamination of
Building 15 at the Former Ford Aeronutronic Facility in Newport Beach California.
The demolition contractor (Aman Environmental) is responsible for the removal of
all regulated building materials, and building decontamination prior to general demolition
emol tion
of the building(s). This work is required to be performed per the $ML�ML _
gpeci� fications dated October 25, 1994, (Specifications) which served as the demolition
contract bid document.
Geraghty & Miller, Inc. and Environmental Management Services have performed
a general inspection of Building 15 to verify that the removal of regulated building
materials and building decontamination have been performed by Aman Environmental in
accordance with the Specifications. Geraghty & Miller and Environmental Management
Services recommend release of Building 15 for general building demolition of all
structures above the concrete slab. The concrete slab and any other sub -surface structures
will require a specific and separate release. Also attached is the Building 15 asbestos
abatement clearance documentation.
It is the understanding of Geraghty & Miller, Inc. that Aman Environmental will be
responsible for any and all liability arising from any and all future environmental or waste
characterization issues related to the demolition of the facility.
100 N. Bamnca Avenue, Suite 500 •West Covina, California 91791-1600 • (818) 332-8010 •FAX (818) 331-1224 4c
r
Clearance of Building 15
Former Ford Aeronutronic Facility
Newport Beach, California
May 23, 1995
Page 2
Geraghty & Miller is pleased to provide this service to the Ford Motor Land
Development Corporation. Fthe conditions listed above do not reflect the Ford Motor
Land Development Corporation's understanding, please immediately direct any questions
or comments to one of the undersigned Geraghty & Miller personnel at (818) 332-8010.
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
Seth Matters
Associate
Geraghty & Miller, Inc.
teH hrington
Environmental Management Services
cc: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FkAWC, Anaheim, CA
John Douglas, City of Newport Beach, Newport Beach, CA
Jack Douglas, Koll Construction, Seal Beach, CA
glcommonlford-newlsignBl5.doc
GERAGHTY & MILLER, INC.
004
1ygienetics(a
Environmental
H)pe-wl s EM,,Onnlentai Services. Inc.
May 1, 1995
Mr. Jim Hubbard
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Su.te A Phone: r7141 955 0201
1920 East Warner A%en,.e Fa. 171- 955.0965
Santa Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #7, were properly abated. The areas of asbestos
abatement were visually inspected and air tested by Hygienetics Environmental before
reoccupancy by any other working trades or visitors were allowed.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygil_enet'cs En
iJ'ronmental Services, Inc.
C�
n Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
JPC:bah\050295\4313005\IA036JPC
i
Poi foj)l�
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ArGERAGHTY
AV- & MILLER, INC.
)WEnvironn:ental Services
June 29, 1995
CA0186.030.001
�ln� l5 03=119
• • KOLL CONSTRUCTION
JUL 0 6 1995
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 15 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 15 at the former Ford
Aeronutronic Facility, in Newport Beach, CA. Based on our inspection, we conclude that the
removal of regulated building materials and building decontamination have been completed
consistent with the FML Demolition Specifications dated October 25, 1994, pending resolution of
the following exception(s). Attached is the Building 15 asbestos abatement clearance
documentation which is a necessary prerequisite for general building demolition.
Exceptions, Building 15;
• An area of concrete, approximately 800 square feet will be marked with high visibility
paint, after the general demolition of the building has taken place above the building
slab. During the removal of the building slab, under the supervision of Geraghty &
Miller and Environmental Management Services, the area of concrete within the
marked areas will be segregated and stockpiled with other asphalt which is to be
recycled at the site. The remaining portions of the building slab will be handled` as
general building debris.
n
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 CA
LJ
0
City of Newport Beach
Building 15 Pre -Demolition Certification
CA0186.030.001
June 29, 1995
Sincerely submitted,
4�e- -- -�A
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
S th Matters
Associate
Geraghty & Miller, Inc.
Concur: ei U
Lyn ethrington
Principal
Environmental Management Services/
2
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI Eric Pearson, FMLDC, Dearborn, MI
Dan Rogers, FMLDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
G:WPROJECTIFORDINEWPORT\CA0186.0301AGENCY C1Bl5SIGN.DOC
GERAGHTY & MILLER, INC.
`Hygienetics®
Environmental ;c4P;c4i�lk
�ienetics Environmental Services. Inc./U� f.Q
:,1�;Gyj�21995
• June 8, 1995 67
Mr. Jim Hubbard
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
• KOLL CONSTRUCTION
JUL 0 G 1995
Suite A Phone. (7141 955.0201
1920 East Warner Avenue Fax: (714, 955 0955
Santa Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #15, have been properly abated. The areas in the
building where asbestos abatement was completed were visually inspected by Hygienetics
prior to final air clearance testing. The results of final air clearance testing were below the
specified clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final
Inspection and Testing" of the Project Manual for FML Site Demolition.
Building 15 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hy.gienetics Environmental Services, Inc.
'lkl�q
iJohCarey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
JPC:bdh\050295\4313005\L0036.JPC
• • KOLL CONSTRUCTION
My6netics® JUL 0 6 1995
Environmental
Hygienetics Environmental Services. Inc. Suite A Phone. 1714. 955.0201
1920 East Warner Avenue Fah: 17141 955.0965
Santa Ana. CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract No.
Address: 1 Ford Road
Newport Beach. California
Contractor:
Address: 2100 East Via Burton Street
Anaheim California
Owner/Operator:Ford Motor Land
Address: 1 Parklane Boulevard Suite 1500 E
Dearborn Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92'
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sampk M No.
Date CoOccied
Aaalysic Method
Fiber Coaccirmtkm
(fibcm/a)
Oamments
032395777-01
3/23/95
NIOSH 7400 "A"
0.004
Pass
032395777-02
3/23/95
NIOSH 7400 "A'
0.003
Pass
032395777-03
3/23/95
NIOSH 7400 'A"
0.003
Pass
032395777-04
3/23/95
NIOSH 7400 "A"
0.002
Pass '
032395777-05
3/23/95
NIOSH 7400 'A"
0.002
Pass
032395777.OG
3/23/95
NIOSH 7400 "A'
0.004
Pass
032395777-07
3/23/95
NIOSH 7400 -A-
0004
Pass
BackgroundReadings or Standard*.
EPA Clearance Level of 50.01f/cc
JPCbd h\052495\4313005\apfac.2
P.Q. BOX 176E
Newport Beach, CA 92858.6916
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CITY Of NEWPORT BEACH g
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` A WGERAGHTY •
AV& MILLER, INC.
)WEnvironmental Services
May 23, 1995
CA0186.030.001
Mr. Eric Pearson
Ford Motor Land Development Corporation
One Parklane Boulevard, Suite 1500 East
Dearborn, Michigan 48126
Subject: Clearance of Building 7
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Pearson:
KOLL CONSTRUCTION
MAY 2 31995
At your request, Geraghty & Miller is hereby providing this notification of
inspection related to removal of regulated building materials and decontamination of
Building 7 at the Former Ford Aeronutronic Facility in Newport Beach California.
The demolition contractor (Aman Environmental) is responsible for the removal of
all regulated building materials, and building decontamination prior to general demolition
of the building(s). This work is required to be performed per the FML Demolition
,Specifications dated October 25, 1994, (Specifications) which served' as the demolition
contract bid document.
Geraghty & Miller, Inc. and Environmental Management Services have performed
a general inspection of Building 7 to verify that the removal of regulated building materials
and building decontamination have been performed by Aman Environmental in accordance
with the Specifications. Geraghty & Miller and Environmental Management Services
recommend release of Building 7 for general building demolition of all structures above
the concrete slab. The concrete slab and any other sub -surface structures will require a
specific and separate release. Also attached is the Building 7 asbestos abatement clearance
documentation.
It is the understanding of Geraghty & Miller, Inc. that Aman Environmental will be
responsible for any and all liability arising from any and all future environmental or waste
characterization issues related to the demolition of the facility.
100 N. Barranca Avenue, Suite 500 - West Covina, California 91791-1600 - (818) 332-8010 - FAX (818) 331-1224 0
0
Clearance of Building 7
Former Ford Aeronutronic Facility
Newport Beach, California
May 23, 1995
Page 2
Geraghty & Miller is pleased to provide this service to the Ford Motor Land
Development Corporation. If the conditions listed above do not reflect the Ford Motor
Land Development Corporation's understanding, please immediately direct any questions
or comments to one of the undersigned Geraghty & Miller personnel at (818) 332-8010.
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
K.i,�. Y wv,, -.'
Seth Matters
Associate
Geraghty & Miller, Inc.
L�L:n
Assoctate
Environmental Management Services
cx: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FMLDC, Anaheim, CA
John Douglas, City of Newport Beach, Newport Beach, CA
Jack Douglas, Koll Construction, Seal Beach, CA
glcommonVord-nc%OWgnB7.doc
GERAGHTY & NIILLER, INC. CJ
./gienetics®
,environmental
N_a•nc' -. Emoonmental Senices. Inc.
May 1, 1995
Mr. Jim Hubbard
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
11
Ss,Ir- A Pho•'e: � 71- 955 020:
1920 Eas; Wame, A.urue Fa, 7 is 9r 09
San•a Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance
Dear Mr. Hubbard:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #15, were properly abated. The areas of asbestos
abatement were visually inspected and air tested by Hygienetics Environmental before
reoccupancy by any other working trades or visitors were allowed.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics En ' nmental Services, Inc.
Y�
Jib rey
7
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
JPCbdh\050295\4313005\3.0036JPC
b
. SUCS.
ENVIRONMENTAL DEMENT SERVICES
9.58P HAMILTON AVLNUL. SUITE 36 1
I IUNTINGTON SFACH, t.A 92646
MEMORANDUM
TO: John H. Douglas, AICP
Principal Planner, Planning Department
City of Newport Beach
FROM: Lyne Hethrington, Principal - Sr. Environmental Scientist
Environmental Management Services
DATE: 19 May 1995
P HON F : 71.1 6.12.706:'1
I AY.. 71 4664 •910 1
SUBJECT: Pre -demolition Review of the Ford/Loral Project Demolition Manual
As you are aware, a Project Demolition Manual (Manual) was prepared by the Ford Motor Land
Development Corporation (FMLDC) to serve as a bid document for contractors, and as a
guidance document for demolition activities to be conducted at the Ford/Loral site. The
demolition activities are expected to include the removal of regulated building materials, the
demolition of the major buildings and associated appurtenances, the demolition of all associated
"outbuildings" and sire improvements, and the rough grading of the site. The Manual includes,
or includes by reference to separate documents, the following components:
• Procedures for the Removal of Hazardous Substances
0 Site -Specific Health & Safety Plan
• Demolition Sampling Plan
• Air Monitoring and Response Plan
The City of Newport Beach Building Department requested that, as one of the pre -demolition
conditions, the Manual and its associated components be reviewed by the City of Newport Beach
Fire Department personnel, and by myself in order to evaluate conformance of these documents
with requirements and mitigation measures stipulated in the Draft Environmental Impact Report
(DEIR) dated April 1995 that was prepared by the City of Newport Beach.
Based on the review conducted of the above -referenced documents by myself and personnel of
the City of Newport Beach Fire Department, we find that the provisions and procedures
specified in these documents adequately address the requirements and stipulated mitigation
measures contained in the DEIR.
NORTHERN CAUFORNIA: 2100 SMOAHCAOUSO, SUITE 201 • OAKLAND, C. 94606 • PHONE. 510-532.3305 � FAX' 51 CJ-437•1249
TOTAL P.02
May 12, 1995
TO: Faysal Jurdi, Building Dept.
FROM: Genia Garcia, Planning Dept.
SUBJECT: Loral/Ford Aero Demolition Permits
Per our meeting with the consultant, Lyne Hethrington, Mr. H. P. Singh from Geraghty &
Miller (Ford's Consultant), Jack Douglas from Koff Construction, John Douglas and
yourself, I would like to clarify our respective positions regarding the demolition of the
buildings that are located on this site.
1. The city's consultant, Lyne Hetherington, is to review and the approve the
demolition manual and submit a letter of approval to the Planning and Building
Department prior to issuance of any demolition, permit.
2. The consultant is to inspect the clean up operation of hazardous materials and
certify in writing for each building prior to the issuance of demolition permits.
3. A separate permit will be issued for each building to be demolished with a total of
14 permits for buildings, 1 grading permit at the beginning for specific site grading
and erosion control, and a final permits for subsurface structures.
4. A letter will be provided by Lyne Hethrington stating who the authorized
signatures will be, in the event that Lyne is unavailable to provide a letter for any
of the buildings to be demolished. The letter will also be signed by the consultant,
H.P. Singh, the consultant for Ford . A copy of each letter will be placed on file
in the Planning Department with copies to John Douglas and Faysal Jurdi.
5. Demolition Permits for Building #'s 7, 8,11, 12, and 15 may be issued prior to the
Certification of the EIR, which is expected to occur in July. Post Certification,
Building #'s 1,2,3,4,5,6,9,10, and 14 may be issued permits for demolition
provided that all other requirements of the Building and Planning Departments
have been met.
Please instruct the permit technicians to please see me before issuing any permits for this
site. Thank you for your assistance on this.
cc: John Douglas
7149337970
APR 2 '97 11:48 FROM 7148337970 TO 6443318 PAGE.001
r
Pacific Bay Homes
4041 MacArthur Boulevard
Suite 500
Newport Beach, California 92660
(714) 440-7200
V FACSIMILE COVER SHEET I
Date: q-d-97
No. of Pages (including this sheet): /
TO: Name: fYIAR.✓-'
Company:
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FAX: & c{ t4 - '33 ► % '
FROM: Name:
Company: Pacific Bay Homes
Telephone: 714/440-7200
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APR 2 '97 10:13
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FROM 714e337970
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PAGE.001
9
Pacific Bay Homes
4041 MacArthur Boulevard
Suite $$00
Newport Beach, California 92660
(714) 440-7200
FACSIMILE COVER SHEET
Date: -47
No. of Pages (including this sheet):
TO: Name: MAiZ>4, M"-r�s
Company: C 1�•t z iJfi ��
Telephone:
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FROM: Name:,J
Company: Pacific Bay Homes
Telephone: 714/440-7200•* = �Keo-7as4�
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Oct-22-96 10:46P ENV- SCS- CONSORTIUM, INC 310-SBB-0129 P.01
TELECOPY MESSAGE
ENVIRONMENTAL SERVICES CONSORTIUM, INC.
4401 Atlantic Avenue, Suite 200, Long Beach, California 90807
Phone: (310)984-2079 Fax: (310) 988-0-129
DATE: 18 October 1996
FAX NO: 714-644-3250
TO: Genia Garcia - Associate Planter
COMPANY: City of Newport Beach
FROM: Lyne Hethrington
SUBdECr: Draft Status Letter for the FordfLoral project
PAGES: 4 (including cover sheet)
As we discussed, please review and edit according to your needs. I will make the necessary
changes, add page numbers, place on letterhead, and forward to you on Wednesday before I
leave town. If you have any questions while you are reviewing this, please page me at 714-648-
4148. I will be leaving my office at 11:00 am for the Los Angeles airport.
Thanks so much for your patience and assistance, Genia.
Yours truly,
L•'NVIRONMENTAL SERVICES CONSORTIUM, INC.
Ly ethrington, RFJA, M
Principal Environmental SOntist
This message is intended only for the individual or eatity to which it is oddressed, It may contain privileged.
con ftdential, adorney-work product or trade secret igformation which is esempt firm disctosure under appliaab7a
laws. If you are not the intended reefpienl, or an agent or emptayee responsible for delivering the message to
the intended recipient, you are hereby noticed that any dissemination, distribution or copying of this message is
strictly prohibited. If you have received this message in error, please notify us immediately by telephone and
return the original message and all copies to us by mail at the above address. Thant You.
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
May 10, 1995
TO: Genia Garcia
FROM: John Douglas
SUBJECT: Demolition Permit for Ford/Loral Site (P/C #94G-95)
The following are the conditions than must be satisfied before issuance of the
demolition permit.
1. Demolition/GradinwBuildin Permit
ermits
No demolition, grading, or building work shall commence without proper demolition,
grading, or building pernuts as appropriate. All work shall be carried out in compliance
with the specifications and conditions contained in these permits. (EIR p. 3-171)
2. Commencement of Demolition
No demolition permits shall be issued for Buildings 1, 2, 3, 4, 5, 6, 9, 10, and 14
prior to certification of Final EIR No. 153. (EIR p. 3-161, Sec. 3.10.2.4.3)
!3 Pre -Demolition Building Certification
vPrior to issuance of a demolition permit for each building, the project proponent
shall demonstrate to the Building Department that all pre -demolition clean-up has
been completed in compliance with the Project Demolition Manual, including the
removal of hazardous substances. (EIR p. 3-172, #2)
4. Project Demolition
Prior to issuance of any demolition or grading permit a Project Demolition Manual
shall be submitted by the applicant and approved by the Building and Fire
Departments. All demolition plans and permits shall contain a note stating that all
work shall be done according to the requirements and specifications contained in
the manual. A copy of the approved manual shall be kept on site at all times and
shall be made available to City inspectors, contractors and employees upon
request. The manual shall include the following components:
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 2
a. Removal of Hazardous Substances
The manual shall describe the hazardous substances to be removed prior to
demolition of structures, the cleanup standards to be met, and the procedures to be
followed by the contractor.
b. Health and Safety Plan
The Health and Safety Plan shall be based on the potential presence of hazardous
substances in buildings, equipment and in subsurface soils, and shall outline proper
procedures and safe work practices to ensure the safety and protection of all
workers involved in the demolition, environmental clean-up and general site
activities, as well as residents of the surrounding area and the general public. The
plan shall meet all applicable federal, state and local requirements.
c. Demolition Sampling Plan
The Demolition Sampling Plan shall be based on the potential presence of
contaminated soils, and include procedures to be followed to identify contaminated
soil during the site demolition process.
d. Air Monitoring and Response Plan
The manual shall include a plan for on -site and perimeter air monitoring to be
conducted during demolition and grading, and a response plan describing remedial
actions to betaken in the event that unacceptable levels of air emissions are
detected. (EIRp. 3-171, #1)
OAccess and Haul Routes
Demolition and grading permits shall include a description of haul routes, access
routes, access points to the site, any proposed street closures, and a watering and
sweeping program designed to minimize impacts of haul operations for abatement,
demolition, excavation, and grading. (EIR p. 3-56, #2)
6. Construction Stasina
Prior to the issuance of 'any demolition, grading or building permits the project
applicant shall demonstrate that all construction staging shall be performed on -site
as far as feasible from occupied dwelling. (EIR p. 3-74, #2)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 3
City Monitoring of Closure Demolition and Remediation Activities
a. Prior to issuance of any demolition or grading permit the City shall select and
retain a qualified hazardous materials consultant to monitor and verify compliance
with all adopted mitigation measures related to site closure, demolition,
remediation and health risk assessment activities. The cost of this consultant shall
be paid by the applicant and shall not exceed $25,000. However, if new information
becomes available that results in additional work beyond that anticipated in this budget,
the City and the applicant shall negotiate a supplemental budget sufficient to
accomplish the required additional work.
b. The applicant shall provide to the City or its designee in a timely fashion copies
of all written correspondence with the OCHCA, RWQCB, and any other agency
involved in review and approval of soil and groundwater mediation of the site.
(EIR p.3-173)
The followin¢ conditions should be applied to the demolition permit in conformance
with the EIfR for this proiect.
Demolition Manual Compliance
a. All work shall be done according to the requirements and specifications
contained in the Project Demolition Manual, including the Health and Safety Plan, the
Demolition Sampling Plan and the Air Monitoring and Response Plan.
b. A copy of the Project Demolition Manual shall be kept on site at all times and
shall be made available to City inspectors, contractors, and employees upon
request. (EIRp.3-171,#1)
2. Dust/Dirt Suppression
a. To avoid spill -over impacts on neighboring roadways, construction vehicles
shall be hosed down before entering public roadways from any dirt road project
areas, or shall be limited to exiting the site from only paved roads. (EIR p. 3-57,
#3)
b. The project access to public roadways shall be washed/swept at regular
intervals to minimize dirt impacts on neighboring roadways. (EIR p. 3-57, #4)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 4
3. Construction Traffic
To minimize emissions by reducing interference of construction traffic with
regional non -project traffic movement, the following measures shall be
implemented where possible:
a. Routing construction traffic through areas of least impact sensitivity.
b. Providing ride -share incentives for contractors and subcontractor personnel.
(EIR p. 3-57, 92)
4. Construction Equipment Maintenance
Emissions from on -site construction equipment shall be controlled through a
routine mandatory maintenance program. (EIR p. 3-57, #5)
5. Hours of Operation
Demolition, site preparation and other construction activities shall be limited to the
hours of 7 a.m. to 6:30 p.m. Monday through Friday, and 8:00 a.m. to 6:00 p.m.
Saturdays, in accordance with Newport Beach Municipal Code Section 10.28.040.
(EIR p. 3-73, #la)
6. StationgU Equipment Noise
No stationary construction equipment shall be permitted to operate in a manner that
results in either:
a. An exterior noise level greater than 55 dBA Leq (daytime) or 50 dBA
(nighttime) at the property line of any occupied residence; or
b. An interior noise level greater than 45 dBA Leq in any occupied residence. (EIR p.
3-74, # 1)
7. Reeulated Buildiniz Materials Abatement
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding the removal of regulated building materials (e.g.,
asbestos, lead -based paint, etc. (EIR p. 3-170)
8. Employee Safety
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding employee safety, including the use of
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 5
HAZWOPER and/or AHERA-trained hazardous waste workers and appropriate
personal protective equipment. (EIR p. 3-170)
9. Hazardous Waste Handling Transport and Disposal
The applicant or its successors shall comply with all applicable federal, state and local
regulations regarding handling, transport and disposal of hazardous waste, including
use of hazardous waste manifests, DOT -approved containers, and licensed hazardous
waste haulers. (EIR p. 3-171)
Please call me at x3230 if you have any questions.
cc: Lyne Hethrington
F:\WINDOWSTLANNINGUGHN-D\FORD\DEMO\DEMO-MEM.DOC
May 12, 1995
TO: Faysal Jurdi, Building Dept.
FROM: Genia Garcia, Planning Dept.
SUBJECT: Loral/Ford Aero Demolition Permits
Per our meeting with the consultant, Lyne Hethrington, Mr. Garrety from Ford AM, Jack
Douglas from Koll Construction, John Douglas and yourself, I would like to clarify our
respective positions regarding the demolition ofthe buildings that are located on this site.
1. The consultant, Lyne Hetherington, is to review and the approve the demolition
manual and submit a letter of approval to the Planning and Building Department.
2. The consultant is to inspect the clean up operation of hazardous materials and
certify in writing for each building prior to the issuance of demolition permits.
3. A separate permit will be issued for each building to be demolished with a total of
14 permits for buildings, 1 grading permit at the beginning for specific site grading
and erosion control, and a final rough grading plan for clearing of all debris after
the demolition of each building.
4. A letter will be provided by Lyne Hethrington stating who the authorized
signatures will be, in the event that Lyne is unavailable to provide a letter for any
of the buildings to be demolished. The letter will also be signed by the consultant,
Mr. Garretty, the consultant for Ford Aero. A copy of each letter will be
placed on file in the Planning Department with copies to John Douglas and Faysal
Jurdi.
5. Demolition Permits for Building #'s 7, 8,11, 12, and 15 may be issued prior to the
Certification of the EIR in July. Post Certification, Building #'s 1,2,3,4,5,6,9,10,
and 14 may be issued permits for demolition provided that all other requirements
of the Building and Planning Departments have been met.
Please instruct the permit technicians to please see me before issuing any permits for this
site. Thank you for your assistance on this.
cc: John Douglas
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
May 2, 1995
TO: Lyne Hethrington
FROM: John Douglas
SUBJECT: Ford Demo Permit
Lyne, attached is a memo itemizing the Planning Department's requirements for the Ford
demolition permit. These are based on the discussion contained in the EIR. Could you
please review this list and give us a brief memo for the file stating whether all of the "prior
to issuance of demo permit" requirements (excluding the haul route and construction
staging requirements) have been satisfied?
Thanks
cc: Genia Garcia
F:\VnNDOWS\PLANNING\JOHN-D\FORD\DEMO\LYNEI.DOC
191
N
POP-
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
May 2, 1995
TO: Genia Garcia
FROM: John Douglas
SUBJECT: Demolition Permit for Ford/Loral Site (P/C #94G-95)
The followin2 are the conditions than must be satisfied before issuance of the
demolition permit.
1. Project Demolition
Prior to issuance of any demolition or grading permit a Project Demolition Manual
shall be submitted by the applicant and approved by the Building and Fire
-�� Departments. All demolition plans and permits shall contain a note stating that all
work shall be done according to the requirements and specifications contained in
the manual. A copy of the approved manual shall be kept on site at all times and
shall be made available to City inspectors, contractors and employees upon
request. The manual shall include the following components:
o a. Removal of Hazardous Substances
The manual shall describe the hazardous substances to be removed prior to
demolition of structures, the cleanup standards to be met, and the procedures to be
followed by the contractor.
b. Health and Safety Plan
The Health and Safety Plan shall be based on the potential presence of hazardous
substances in buildings, equipment and in subsurface soils, and shall outline proper
procedures and safe work practices to ensure the safety and protection of all
workers involved in the demolition, environmental clean-up and general site
activities, as well as residents of the surrounding area and the general public. The
plan shall meet all applicable federal, state and local requirements.
t
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 2
c. Demolition Sampling Plan
The Demolition Sampling Plan shall be based on the potential presence of
contaminated soils, and include procedures to be followed to identify contaminated
soil during the site demolition process.
d. Air Monitoring and Response Plan
The manual shall include a plan for on -site and perimeter air monitoring to be
conducted during demolition and grading, and a response plandescribing remedial
actions to be taken in the event that unacceptable levels of air emissions are
detected. (EIR p. 3-171, #1)
3. Access and Haul Routes
M
Demolition and grading permits shall include a description of haul routes, access
routes, access points to the site, any proposed street closures, and a watering and
sweeping program designed to minimize impacts of haul operations for abatement,
demolition, excavation, and grading. (EIR p. 3-56, #2)
4. Construction Staging
Prior to the issuance of any demolition, grading or building permits the project
applicant shall demonstrate that all construction staging shall be performed on -site
as far as feasible from occupied dwelling. (EIR p. 3-74, #2)
5. City Monitoring of Closure Demolition and Remediation Activities
a. Prior to issuance of any demolition or grading permit the City shall select and
retain a qualified hazardous materials consultant to monitor and verify compliance
¢C'O 0 with all adopted mitigation measures related to site closure, demolition,
remediation and health risk assessment activities. The cost of this consultant shall
be paid by the applicant and shall not exceed $25,000. However, if new information
becomes available that results in additional work beyond that anticipated in this budget,
the City and the applicant shall negotiate a supplemental budget sufficient to
accomplish the required additional work.
b. The applicant shall provide to the City or its designee in a timely fashion copies
of all written correspondence with the OCHCA, RWQCB, and any other agency
involved in review and approval of soil and groundwater mediation of the site.
(EIR p. 3-173)
Genic Garcia
Ford/Loral Demolition Permit Requirements
Page 3
The following conditions should be applied to the demolition permit in conformance
with the EIR for this project.
Commencement of Demolition
Demolition of Buildings 1, 2, 3, 4, 5, 6, 9, 10, and 14 shall not commence prior to
certification of Final EIR No. 153. (EIR p. 3-161, Sec. 3.10.2.4.3)
Demolition Manual Compliance
a. All work shall be done according to the requirements and specifications
contained in the Project Demolition Manual, including the Health and Safety Plan, the
Demolition Sampling Plan and the Air Monitoring and Response Plan.
b. A copy of the Project Demolition Manual shall be kept on site at all times and
shall be made available to City inspectors, contractors, and employees upon
request. (EIR p. 3-171, #1)
Pre -Demolition Building Certification
Prior to demolition of each building, the project proponent shall demonstrate to the
Building Department that all pre -demolition clean-up has been completed in
compliance with the Project Demolition Manual, including the removal of
hazardous substances. (EIR p. 3-172, #2)
4. Dust/Dirt Suppression
a. To avoid spill -over impacts on neighboring roadways, construction vehicles
shall be hosed down before entering public roadways from any dirt road project
areas, or shall be limited to exiting the site from only paved roads. (EIR p. 3-57,
#3)
b. The project access to public roadways shall be washed/swept at regular
intervals to minimize dirt impacts on neighboring roadways. (EIR p. 3-57, #4)
5. Construction Traffic
To minimize emissions by reducing interference of construction traffic with
regional non -project traffic movement, the following measures shall be
implemented where possible:
a. Routing construction traffic through areas of least impact sensitivity.
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 4
b. Providing ride -share incentives for contractors and subcontractor personnel.
(EIR p. 3-57, #2)
6. Construction Equipment Maintenance
Emissions from on -site construction equipment shall be controlled through a
routine mandatory maintenance program. (EIR p. 3-57, #5)
7. Hours of Operation
Demolition, site preparation and other construction activities shall be limited to the
hours of 7 a.m. to 6:30 p.m. Monday through Friday, and 8:00 a.m. to 6:00 p.m.
Saturdays, in accordance with Newport Beach Municipal Code Section 10.28.040.
(EIR p. 3-73, #la)
8. Stationary Equipment Noise
No stationary construction equipment shall be permitted to operate in a manner that
results in either:
a. An exterior noise level greater than 55 dBA Leq (daytime) or 50 dBA
(nighttime) at the property line of any occupied residence; or
b. An interior noise level greater than 45 dBA Leq in any occupied residence. (EIR p.
3-74, # 1)
9. Regulated Building Materials Abatement
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding the removal of regulated building materials (e.g.,
asbestos, lead -based paint, etc. (EIR p. 3-170)
10. Employee Safety
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding employee safety, including the use of
HAZWOPER and/or AHERA trained hazardous waste workers and appropriate
personal protective equipment. (EIR p. 3-170)
11. Hazardous Waste Handling, Transport and Disposal
The applicant or its successors shall comply with all applicable federal, state and local
regulations regarding handling, transport and disposal of hazardous waste, including
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 5
use of hazardous waste manifests, DOT -approved containers, and licensed hazardous
waste haulers. (EIR p. 3-171)
12. Demolition/Gradin uildin Permit
ermits
No demolition, grading, or building work shall commence without proper demolition,
grading, or building permits as appropriate. All work shall be tamed out in compliance
with the specifications and conditions contained in these permits. (EIR p. 3-171)
Please call me at x3230 if you have any questions.
cc; Lyne Hethrington
F:\WINDOWS\PLANNAIGUGHN-D\i ORD\DEMOIDEM0.MEM.DOC
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May 11, 1995
Subject: Loral/Ford Aero Site
Per a meeting with Faysal Jurdi of the Building Department, the following corrections are
needed prior to issuing a building permit for the demolition:
1. The consultant to review and approve the demolition manual, that it meets the
requirements for hazardous waste removal, in writing to the Building Department.
2. The consultant to inspect the clean up operation and certify in writing, prior to the
issuance of demolition permits.
3. A separate permit will be issued for each building, and only for Phase I, until the
certification of the EIR. For Phase II, separate permits will be issued.
GORDY LEWIS {�
JC C MGR. LAND ACQUISITIONS j
H� Eij
M
t
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
April 21,1995
TO: Jack Douglas, Koll Construction
Pat Brown, RGC
Bill Devine, Paone, Callahan
Lyne Hethrington, EMS
FROM: (Cy Iohn Douglas
SUBJECT: - Demolition Permit Conditions for the Ford/Loral Development
Attached for your review is a memo outlining the demo permit requirements as described
in the EIR. There may be additional requirements imposed by other departments. Please
call me at 644-3230 if you see any problems with this.
cc: B. Burnham, City Attorney
D. Lockard, Fire Department
F:\WINDOWS\PLANNINGUGHN-D\FORD\DEMO\MEM] .DOC
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
April 21, 1995 �7� , N
TO: Gehia Garcia
FROM: John Douglas
SUBJECT: Demolition Permit for Ford/Loral Site (P/C #94G-95)
The following are the conditions than must be satisfied before issuance of the
demolition permit.
Project Demolition
Prior to issuance of any demolition or grading permit a Project Demolition Manual
shall be submitted by the applicant and approved by the Building and Fire
Departments. All demolition plans and permits shall contain a note stating that all
work shall be done according to the requirements and specifications contained in
the manual. A copy of the approved manual shall be kept on site at all times and
shall be made available to City inspectors, contractors and employees upon
request. The manual shall include the following components:
a. Removal of Hazardous Substances
The manual shall describe the hazardous substances to be removed prior to
demolition of structures, the cleanup standards to be met, and the procedures to be
followed by the contractor.
b. Health and Safety Plan
The Health and Safety Plan shall be based on the potential presence of hazardous
substances in buildings, equipment and in subsurface soils, and shall outline proper
procedures and safe work practices to ensure the safety and protection of all
workers involved in the demolition, environmental clean-up and general site
activities, as well as residents of the surrounding area and the general public. The
plan shall meet all applicable federal, state and local requirements.
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 2
c. Demolition Sampling Plan
The Demolition Sampling Plan shall be based on the potential presence of
contaminated soils, and include procedures to be followed to identify contaminated
soil during the site demolition process.
d. Air Monitoring and Response Plan
The manual shall include a plan for on -site and perimeter air monitoring to be
conducted during demolition and grading, and a response plan describing remedial
actions to be taken in the event that unacceptable levels of air emissions are
detected. (EIR p.3-171, #1)
3. Access and Haul Routes
Demolition and grading permits shall include a description of haul routes, access
routes, access points to the site, any proposed street closures, and a watering and
sweeping program designed to minimize impacts of haul operations for abatement,
demolition, excavation, and grading. (EIR p. 3-56, #2)
4. Construction Staging
Prior to the issuance of any demolition, grading or building permits the project
applicant shall demonstrate that all construction staging shall be performed on -site
as far as feasible from occupied dwelling. (EIR p. 3-74, #2)
5. City Monitoring of Closure Demolition and Remediation Activities
a. Prior to issuance of any demolition or grading permit the City shall select and
retain a qualified hazardous materials consultant to monitor and verify compliance
with all adopted mitigation measures related to site closure, demolition,
remediation and health risk assessment activities. The cost of this consultant shall
be paid by the applicant and shall not exceed $25,000. However, if new infonnation
becomes available that results in additional work beyond that anticipated in this budget,
the City and the applicant shall negotiate a supplemental budget sufficient to
accomplish the required additional work.
b. The applicant shall provide to the City or its designee in a timely fashion copies
of all written correspondence with the OCHCA, RWQCB, and any other agency
involved in review and approval of soil and groundwater mediation of the site.
(EIR p. 3-173)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 3
The followins conditions should be applied to the demolition permit in conformance
with the EIR for this nroiect.
Commencement of Demolition
Demolition of Buildings 1, 2, 3, 4, 5, 6, 9, 10, and 14 shall not commence prior to
certification of Final EIR No. 153. (EIR p. 3-161, Sec. 3.10.2.4.3)
2. Demolition Manual Compliance
a. All work shall be done according to the requirements and specifications
contained in the Project Demolition Manual, including the Health and Safety Plan, the
Demolition Sampling Plan and the Air Monitoring and Response Plan.
b. A copy of the Project Demolition Manual shall be kept on site at all times and
shall be made available to City inspectors, contractors, and employees upon
request. (EIR p. 3-171, #1)
3. Pre -Demolition Building Certification
Prior to demolition of each building, the project proponent shall demonstrate to the
Building Department that all pre -demolition clean-up has been completed in
compliance with the Project Demolition Manual, including the removal of
hazardous substances. (EIR p. 3-172, #2)
4. Dust/Dirt Suppression
a. To avoid spill -over impacts on neighboring roadways, construction vehicles
shall be hosed down before entering public roadways from any dirt road project
areas, or shall be limited to exiting the site from only paved roads. (EIR p. 3-57,
93)
b. The project access to public roadways shall be washed/swept at regular
intervals to minimize dirt impacts on neighboring roadways. (EIR p. 3-57, #4)
5. Construction Traffic
To minimize emissions by reducing interference of construction traffic with
regional non -project traffic movement, the following measures shall be
implemented where possible:
a. Routing construction traffic through areas of least impact sensitivity.
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 4
b. Providing ride -share incentives for contractors and subcontractor personnel.
(EIR p. 3-57, #2)
6. Construction Equipment Maintenance
Emissions from on -site construction equipment shall be controlled through a
routine mandatory maintenance program. (EIR p. 3-57, #5)
7. Hours of Operation
Demolition, site preparation and other construction activities shall be limited to the
hours of 7 a.m. to 6:30 p.m. Monday through Friday, and 8:00 a.m. to 6:00 p.m.
Saturdays, in accordance with Newport Beach Municipal Code Section 10.28.040.
(EIR p. 3-73, #la)
StationaLy Equipment Noise
No stationary construction equipment shall be permitted to operate in a manner that
results in either:
a. An increase in ambient noise level of greater than 1 dB at the property line of any
occupied residence; or
b. An exterior noise level greater than 55 dBA Leq (daytime) or 50 dBA
(nighttime) at the property line of any occupied residence; or
c. An interior noise level greater than 45 dBA Leq in any occupied residence. (EIR p.
3-74, # 1)
9. Reeulated Building Materials Abatement
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding the removal of regulated building materials (e.g.,
asbestos, lead -based paint, etc. (EIR p. 3-170)
10. Employee Safety
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding employee safety, including -the use of
HAZWOPER and/or AHERA-trained hazardous waste workers and appropriate
personal protective equipment. (EIR p. 3-170)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 5
11. Hazardous Waste Handling, Transport and Disposal
The applicant or its successors shall comply with all applicable federal, state and local
regulations regarding handling, transport and disposal of hazardous waste, including
use of hazardous waste manifests, DOT -approved containers, and licensed hazardous
waste haulers. (EIR p. 3-171)
12, Demolition/Grading/Building Permits
No demolition, grading, or building work shall continence without proper demolition,
grading, or building permits as appropriate. All work shall be carried out in compliance
with the specifications and conditions contained in these permits. (EIR p. 3-171)
Please call me at x3230 if you have any questions.
cc: Lyne Hetltiington
F.\WINDOWS\PLANNINGUOIAN-D\FORD\DEMO\DEMO-MEM.DOC
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
April 21, 1995
TO: Jack Douglas, Koll Construction
Pat Brown, RGC
Bill Devine, Paone, Callahan
Lyne Hethrington, EMS
FROM: •p `ohn Douglas
SUBJECT: ( Demolition Permit Conditions for the Ford/Loral Development
Attached for your review is a memo outlining the demo permit requirements as described
in the EIR. There may be additional requirements imposed by other departments. Please
call me at 644-3230 if you see any problems with this.
cc: B. Burnham, City Attorney
D. Lockard, Fire Department
F:\WINDOWS\PLANNINGUOIAN-D\PORD\DFMO\MEMI .DOC
7x�L�lt�st-�7
CITY OF NEWPORT BEACH
PLANNING DEPARTMENT
April21, 1995
TO: Genia Garcia @,J
FROM: John Douglas
SUBJECT: Demolition Permit for Ford/Loral Site (P/C 994G-95)
The following are the conditions than must be satisfied before issuance of the
demolition permit.
Project Demolition
Prior to issuance of any demolition or grading permit a Project Demolition Manual
shall be submitted by the applicant and approved by the Building and Fire
Departments. All demolition plans and permits shall contain a note stating that all
work shall be done according to the requirements and specifications contained in
the manual. A copy of the approved manual shall be kept on site at all times and
shall be made available to City inspectors, contractors and employees upon
request. The manual shall include the following components:
2. a. Removal of Hazardous Substances
The manual shall describe the hazardous substances to be removed prior to
demolition of structures, the cleanup standards to be met, and the procedures to be
followed by the contractor,
b. Health and Safety Plan
The Health and Safety Plan shall be based on the potential presence of hazardous
substances in buildings, equipment and in subsurface soils, and shall outline proper
procedures and safe work practices to ensure the safety and protection of all
workers involved in the demolition, environmental clean-up and general site
activities, as well as residents of the surrounding area and the general public. The
plan shall meet all applicable federal, state and local requirements.
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 2
c. Demolition Sampling Plan
The Demolition Sampling Plan shall be based on the potential presence of
contaminated soils, and include procedures to be followed to identify contaminated
soil during the site demolition process.
d. Air Monitoring and Response Plan
The manual shall include a plan for on -site and perimeter air monitoring to be
conducted during demolition and grading, and a response plan describing remedial
actions to be taken in the event that unacceptable levels of air emissions are
detected. (EIR p. 3-171, #1)
3. Access and Haul Routes
Demolition and grading permits shall include a description of haul routes, access
routes, access points to the site, any proposed street closures, and a watering and
sweeping program designed to minimize impacts of haul operations for abatement,
demolition, excavation, and grading. (EIR p. 3-56, #2)
4. Construction Staging
Prior to the issuance of any demolition, grading or building permits the project
applicant shall demonstrate that all construction staging shall be performed on -site
as far as feasible from occupied dwelling. (EIR p. 3-74, #2)
5. City Monitoring of Closure. Demolition and Remediation Activities
a. Prior to issuance of any demolition or grading permit the City shall select and
retain a qualified hazardous materials consultant to monitor and verify compliance
with all adopted mitigation measures related to site closure, demolition,
remediation and health risk assessment activities. The cost of this consultant shall
be paid by the applicant and shall not exceed $25,000. However, if new information
becomes available that results in additional work beyond that anticipated in this budget,
the City and the applicant shall negotiate a supplemental budget sufficient to
accomplish the required additional work.
b. The applicant shall provide to the City or its designee in a timely fashion copies
of all written correspondence with the OCHCA, RWQCB, and any other agency
involved in review and approval of soil and groundwater mediation of the site.
(EIR p. 3-173)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 3
The following conditions should be applied to the demolition permit in conformance
with the EIR for this project.
1. Commencement of Demolition
Demolition of Buildings 1, 2, 3, 4, 5, 6, 9, 10, and 14 shall not commence prior to
certification of Final EIR No. 153. (EIR p. 3-161, Sec. 3.10.2.4.3)
2. Demolition Manual Compliance
a. All work shall be done according to the requirements and specifications
contained in the Project Demolition Manual, including the Health and Safety Plan, the
Demolition Sampling Plan and the Air Monitoring and Response Plan.
b. A copy of the Project Demolition Manual shall be kept on site at all times and
shall be made available to City inspectors, contractors, and employees upon
request. (EIR p. 3-171, #1)
3. Pre -Demolition Building Certification
Prior to demolition of each building, the project proponent shall demonstrate to the
Building Department that all pre -demolition clean-up has been completed in
compliance with the Project Demolition Manual, including the removal of
hazardous substances. (EIR p. 3-172, #2)
4. Dust/Dirt Suppression
a. To avoid spill -over impacts on neighboring roadways, construction vehicles
shall be hosed down before entering public roadways from any dirt road project
areas, or shall be limited to exiting the site from only paved roads. (EIR p. 3-57,
#3)
b. The project access to public roadways shall be washed/swept at regular
intervals to minimize dirt impacts on neighboring roadways. (EIR p. 3-57, #4)
5. Construction Traffic
To minimize emissions by reducing interference of construction traffic with
regional non -project traffic movement, the following measures shall be
implemented where possible:
a. Routing construction traffic through areas of least impact sensitivity.
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 4
b. Providing ride -share incentives for contractors and subcontractor personnel.
(EIR p. 3-57, #2)
6. Construction Equipment Maintenance
Emissions from on -site construction equipment shall be controlled through a
routine mandatory maintenance program. (EIR p. 3-57, #5)
Hours of Operation
Demolition, site preparation and other construction activities shall be limited to the
hours of 7 a.m. to 6:30 p.m. Monday through Friday, and 8:00 a.m. to 6:00 p.m.
Saturdays, in accordance with Newport Beach Municipal Code Section 10.28.040.
(FIR p. 3-73, #la)
8. Stationary Equipment Noise
No stationary construction equipment shall be permitted to operate in a manner that
results in either:
a. An increase in ambient noise level of greater than I dB at the property line of any
occupied residence, or
b. An exterior noise level greater than 55 dBA Leq (daytime) or 50 dBA
(nighttime) at the property line of any occupied residence; or
c. An interior noise level greater than 45 dBA Leq in any occupied residence. (EIR p.
3-74, # 1)
9. Regulated Building Materials Abatement
The applicant or its successors will be required to comply with all applicable federal,
state and local regulations regarding the removal of regulated building materials (e.g.,
asbestos, lead -based paint, etc. (EIR p. 3-170)
10. Employee Safety
The applicant or its successors will be required to comply with an applicable federal,
state and local regulations regarding employee safety, including the use of
HAZWOPER and/or AHERA-trained hazardous waste workers and appropriate
personal protective equipment. (EIR p. 3-170)
Genia Garcia
Ford/Loral Demolition Permit Requirements
Page 5
11. Hazardous Waste Handling, Transport and Disposal
The applicant or its successors shall comply with all applicable federal, state and local
regulations regarding handling, transport and disposal of hazardous waste, including
use of hazardous waste manifests, DOT -approved containers, and licensed hazardous
waste haulers. (EIR p. 3-171)
12. Demolition/GradingBuilding Permits
No demolition, grading, or building work shall commence without proper demolition,
grading, or building permits as appropriate. All work shall be carried out in compliance
with the specifications and conditions contained in these permits. (EIR p. 3-171)
Please call me at x3230 if you have any questions.
cc: Lyne Hetluington
F:1WA1D0 W S\PLANNINGUGHN-D1F012D\DEMO\DEMO-MEM.DOC
Oct-�22-96 lq:46P ENV. SCS- CONSORTIUM, INC 310-988-0129 P.02
r
DRAFT: FOR DISCUSSION PURPOSES ONLY
22 October 1996
ESC196-ADMICNB-04
City of Newport Beach
P.O. Box 1768
Newport Beach, CA. 92658-8915
Attention: Ms. Genia Garoia
Associate Planner
SUBJECT: ANN UAL REVIEW OF DEVE LOPMENT AGREEME NTRFTWEEN
THE CITY OF NEWPORT BEACH AND PACIFIC BAY HOMES
(FORD MOTOR LAND DEVELOPMENT)
Dear Ms. Garcia:
In accordance with your request, this letter has been prepared to provide you with an update of
the status of environmental activities associated with the redesignation and redevelopment of the
former Ford Aemnutronic/Loral property (Site) from use as an industrial to a residential site_
BACKGROUND
As you are aware, tine Site was historically used for aerospace and defense -related activities that
included the use of a variety of hazardous substances. The use of these chemicals resulted in soil
and groundwater contamination at the Site. Ford Motor Land Corporation (FMLC) retained an
environmental consulting firm, Geraghty & Miller, Inc. (CC&M) to investigate the extent of the
soil and groundwater contamination, conduct health risk assessments to evaluate whether such
contamination posed public health issues, and develop and implement a soil and groundwater
remediation plan. These activities have been conducted under the authority andrequirements of
state and local environmental regulatory agencies, primarily the Santa Ana Regional Water
Quality Control Board (RWQCB) and the Orange County Health Care Agency (OCHCA).
The City of Newport Beach retained Environmental Services Consortium, Inc. (ESC:1- formerly
Environmental Management Services [EMS]) to act as a monitor for the project on behalf of the
City. As the City monitor, ESCI initially reviewed the research related to Site usage and the
resulting identification of "Areas of Potential Environmental Concern" (APECs) and the
associated soil and groundwater investigation activities that had been conducted by G&M,
participated in the preparation of the Environmental impact Report, and attended meetings with
Oct-22-96 10:46P ENV- SCS_ CONSORTIUM, INC 310-988-0129 P.03
k
the involved regulatory agencies. ESCI reviewed, and continues to review and evaluate all
associated project reports and agency communication, and provides recommendations on behalf
of the City, where appropriate. This included the review and reevaluation of the health risk
assessments that had been prepared for the Bayridge and Belcourt areas, current residential areas
that had formerly been part of the Site. in addition, ESCJ participated in the onsitc building
decontamination activities that were performed as part of the pre -demolition phase ofthe project.
CURRENT PROJECT STATUS
Demolition Activities
Facility decommissioning activities included pre -demolition building decontamination of regulated
materials. This has been completed. This activity comprised the removal of building components
that constituted hazardous waste, or that were environmentally regulated in some manner, and the
decontamination of building surfaces_ This activity was conducted in accordance with procedures
specified in a Project Demolition Manual submitted to the City by FMLC. ESCI participated in
the onsite building decontamination activities, and co -signed the Pre -Demolition Building
Certifications issued for each of the buildings at the Site.
Soil and Groundwater Remedhifion Aefivides
Soil remediation activities at the Site are essentially completed. This activity was conducted
under the oversight of the RWQCB and OCHCA, and in accordance with health -based cleanup
levels (HBCI,$) (levels evaluated to be protective of human health) that were developed by Ford
and G&M, reviewed by LSCi on behalf' of the City of Newport Beach, and approved by the
OCHC:A. Isolated areas of shallow soil contamination, comprising primarily petroleum
hydrocarbon contamination, were encountered during the Site demolition activities and most
recently during the grading process. These areas were identified in accordance with procedures
specified in the Demolition Sampling Plan, and remediated in accordance with the previously
ret'ercnced HBCLs. Additional areas of contaminated soil that may possibly be encountered
during the final grading and Site preparation activities will be managed in the saute marmer.
Onsite groundwater remediation has been conducted under the authority of the RWQCB, and in
accordance with a Groundwater Remedial Action Plan (RAP) approved by the RWQCB. The
RAP addresses groundwater impacts in the main area or the northern portion of the Site, and in
the southern area of the Site, formerly known as the "A'1'C" area. Based on recent data prepared
by G&M and reviewed by ESCI, groundwater remediation conducted in the northern area of the
Site appears to be complete and the remediation system has been temporarily shut down pending
a letter of concurrence from the RWQCB. The RWQCB has indicated that it may require
ongoing monitoring even if groundwater remediation is deemed to be completed for this area.
The response from the RWQCB is anticipated within two to three weeks from the date of this
letter. Contaminated soil that was the source of groundwater contamination in the southern, or
former ATC area at the Site was removed, and ongoing groundwater monitoring for this area is
currently required by the RWQCB.
Oct-,?2-96 10:46P ENV. SCS. CONSORTIUM, INC 310-988-0129
Offsite groundwater contamination found to be present to the north of the Site is being addressed
as a separate issue by FMLC and the RWQCB- G&M, on behall' of FMI.C., will be conducting
a feasibility study over the next few months regarding this issue.
fFfeallh-Risk Assessments
1Tuman health risk assessments tier the Releourt and Bayridge areas were prepared by CT&M,
reevaluated by ESCT, and reissued by G&M on behalf of FMLC. Soil and groundwater
contamination in these areas were found to pose no risk to human health_ The risk assessment
reports were submitted to the OCHCA, who concurred with the conclusions of these studies.
Post-remediation health risk assessments were recently prepared by G&M for the main or
northern area, and the ATC or southern area of the Site, and indicate no risk to human health.
These assessments arc currently under evaluation by ESCT, and upon completion, will be
submitted to the OCHCA for review.
OnealLne Environmental MOOOd'19 On behal{Of the Cit��f Newport Berrcli
LSCI, on behalf of the City of Newport Beach, continues to review all project documentation and
regulatory agency responses, attend City and agency meetings, and act as project liaison. In
addition and as previously referenced, ESCT is currently in the process of reevaluating the most
recent health risk assessments prepared by G&M f'or the northern and southern areas of the Site.
Should you have further questions regarding the status of this project or if you require additional
information, please feel fl-ee to contact me at your convenience.
Yours truly,
ENVIRONMENTAL SERVICE'S CONSORTIUM, INC.
Lyne Hethrington, REA, CTIMM
Principal Environmental Scientist
mm e'�) f 1
,- �WGERAGHTY
AVK& MILLER, INC.
)WBnvironmental Services
January 5, 1996
CA0186.031.008
Mr. John Douglas
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659
Subject: Acoustical Analysis for Remediation Equipment
for the Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
Geraghty & Miller, Inc. (Geraghty & Miller) on behalf of Ford Motor Land
Development Corporation (Ford) is pleased to submit the results of an acoustical analysis
completed for remediation equipment located at the Ford Newport Beach Facility, in
Newport Beach, California. The analysis (report attached) was completed by Davy &
Associates, Consultants in Acoustics (Davy). This analysis was completed as a
requirement of the Environmental Impact Report (No. 153 For Ford Land/Newport SCH
994011022) for noise generated by remediation equipment and states:
Prior to issuance of any building permit for remediation equipment, the applicant
shall submit to the Building Department a report prepared by a licensed acoustical
engineer certifying that operation of the equipment will not cause an increase in
ambient noise of greater than 1 dBA nor exceed an exterior noise level of 55 dBA
Leq (daytime) or 50 dBA Leq (night time), or an interior level of 45 dBA Leq, or
as set forth in the City's Noise Ordinance.
The results of the analysis indicate that a five -sided box will result in an increase of
minimum ambient noise levels of no more than 1 dB. The five -sided box will be
constructed around the skid -mounted vapor extraction system as described in the attached
report.
100 N. Ban-anca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 04
City of Newport Beach
Acoustical Analysis for Remediation Equipment
CA0186.031.008
January 5, 1996
It is anticipated that the remediation equipment will be in operation on or before
February 1, 1996. If you have any questions, please contact us at (818) 332-8010.
Sincerely,
GERAGIJTY & MIULEP, INC.
Gary Boettcher
Senior Engineer
Evan K. Nyer
Project Officer/ Vice President
Attachment
cc w/attachment: Eric Pearson, FMLDC, Dearborn, MI
Brian Bussa, Ford EQO, Dearborn, MI
Lyne Hethrington, EMS, Huntington Beach, CA
cc w/o attachment: Dan Rogers, FMLDC, Anaheim, CA
Jack Douglas, Koll, Newport Beach, CA
0..IAPROJEC7TPORDINEW POR'ACA0186.0311D0000102.DOC
GERAGHTY & MILLER, INC. co
Davy
Associates, Inc.
Consultants in Acoustics
865 Manhattan Beach Boulevard, Suite 202 - Manhattan Beach, CA 90266 4955 - Telephone: (310) 546-3387 - FAX. • (310) 546-3009
January 8, 1996 JN 95085
Mr. Gary Boettcher
Geraghty & Miller, Inc.
c/o FML Site Demolition Field Office
2300 Jamboree Road
Newport Beach, California 92660
SUBJECT: ACOUSTICAL ANALYSIS AND AMBIENT NOISE MONITORING
Former Ford Aeronutronic Facility, 2300 Jamboree Road
Newport Beach
Dear Gary:
Enclosed are copies of our report summarizing our acoustical analysis of the Positive
Displacement Blower and measured ambient noise levels at the north property line over
a 72-hour period.
An automatic monitoring unit was located near the site to collect data in 1-hour
increments from 10 a.m. on Saturday, December 16, 1995 to 10 a.m. on Tuesday,
December 19, 1995.
The minimum ambient noise level that was recorded at the north property line was 42
dBA. The requirement in the EIR is that the Blower not cause in increase in ambient
noise level of more than 1 dB. This means that noise from the Blower cannot exceed
36 dBA. Noise levels add logarithmically so that 36 dBA from the Blower added to the
minimum ambient of 42 dBA will result in a total noise level of 43 dBA.
The analysis we completed indicates that a five -sided 'Box" over the Blower Pad Site
will satisfy this requirement. The construction of the box is described in Section 5.0 of
this report.
Mr. Gary Boettcher
Geraghty & Miller, Inc.
If y
a�
Sir
D1
(G
Bn
Pn
BE
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January 8, 1996
Page Two
Davy
& Associates, Inc.
Consultants In Acoustics
863 Manhattan Beads Boulevard, Suite 202 • Manhattan Beach, CA 90266-4955 • Telephone: (310) 546-3387 • FAX (310) 546-3009
JN 95085
ACOUSTICAL ANALYSIS
Former Ford Aeronutronic Facility
Newport Beach, California
FOR
Geraghty & Miller, Inc.
West Covina, California
January 1996
1.0 Introduction
At the direction of Geraghty & Miller, Inc., Davy & Associates, Inc. has been directed to
conduct an acoustical analysis of a Positive Displacement Blower located near the
north property line of the Former Ford Aeronutronic Facility at 2300 Jamboree Road in
Newport Beach, California.
Section 2.0 of this report discusses octave band source levels measured for the
operating Positive Displacement Blower.
Section 3.0 of this report discusses ambient noise levels at the east property line. A 72-
hour ambient noise survey was conducted at the north property line to determine
minimum ambient noise levels.
Section 4.0 of this report discusses the criteria for this analysis based on information
contained in the Environmental Impact Report for the site.
Section 5.0 of this report discusses the analysis of noise levels from the Positive
Displacement Blower along with recommended mitigation measures necessary to meet
the criteria discussed in Section 4.0.
2.0 Positive Displacement Blower Source Noise Levels
Octave band noise levels were measured during operation of the Positive Displacement
Blower at the site on December 6, 1995. The noise levels were measured at a distance
of 50' to the north of the Blower location. The exhaust was fitted to the settlement tanks
so that the blower was operating under normal operating conditions. The following
source levels were measured.
63
125
250
500
1000
2000
4000
8000
A
Blower SPL @ 50' 67
66
65
64
59
55
54
49
67
3.0 Ambient Noise Measurements
The site is located on the east side of Jamboree Road just south of Bison in Newport
Beach. There are residential buildings immediately to the north of the site in an area on
the south side of Bison.
Ambient noise data was collected between the hours of 10 a.m. on Saturday,
December 16, 1995 to 10 a.m. on Tuesday, December 19, 1995 utilizing a Larson
Davis Model 700 sound level meter. The sound level meter was installed in a security
enclosure that was chained to the bottom of a utility pole on the north property line.
The receiving microphone was mounted on a microphone boom approximately 12'
above grade.
The Larson Davis sound level meter was programmed to collect data in 1-hour
increments. The Larson Davis Model 700 has its own internal clock, and the clock was
set to the correct time and the run times were then programmed.
Following the monitoring, the Larson Davis meter was collected and the data was down
loaded to an IBM computer. The results of the ambient measurements are summarized
on the computer printouts in Appendix A. A 24-hour graphic of the first 24 hours of data
is also included in Appendix A.
The second column in the tabular printout is titled, "LVL". This is the average noise
level (LEQ) in each measurement hour. The LEQ is the energy averaged noise level
during the measurement period. This is the noise level that would have the same
acoustic energy as the time varying noise during the measurement interval.
The minimum noise level (LMIN) and the maximum noise level (LMAX) are listed in the
fourth and fifth columns. The last four columns give the L02, L08, L25, and L50 noise
levels. These are the noise levels that are exceeded during each measurement hour
for 2%, 8%, 25%, and 50% of the time. These statistical levels correspond to the noise
levels exceeded for 1 minute, 5 minutes, 15 minutes, and 30 minutes in each
measurement hour.
The results of the ambient monitoring indicate the following minimum ambient noise
levels at the north property line.
Date
Time
LEQ Ambient
12/17
4 a.m.
42.5 dBA
12/18
3'a.m.
42.5
12/19
2 a.m.
41.5
Based on the results of this ambient noise monitoring, a minimum ambient noise level
of 42 dBA was recorded at the north property line.
2
4.0 Criteria
The basic criteria for the project is that equipment located at the site comply with the
following paragraph as presented in the Environmental Impact Report (letter dated
November 9, 1995 from Gary J. Boettcher).
The applicant shall submit to the Building Department a report prepared by a
licensed acoustical engineer certifying that operation of the equipment will not
cause an increase in ambient noise greater than 1 dBA nor exceed an exterior
noise level of 55 dBA LEQ (daytime) or 50 dBA LEQ (nighttime), or an interior
level of 45 dBA LEQ, or as set forth in the City's Noise Ordinance.
Based on the measured ambient noise levels at the site, the requirement that the
equipment will not cause an increase in ambient noise greater than 1 dBA is the criteria
for the project. Since the minimum ambient is 42 dBA, the maximum noise level that
can be generated by the equipment at the north property line is 36 dBA. Sound levels
add logarithmically so that 36 dBA and 42 dBA will sum to 43 dBA which is a level 1
dBA greater than the existing minimum ambient noise level.
5.0 Noise Mitigation Analysis
An analysis was completed based on the use of a five -sided "Box" over the Positive
Displacement Blower Pad Site. The walls and roof of the "Box" should be solid 3/4"
exterior grade plywood. There should be no openings, gaps, or cracks on the north or
south sides of the "Box". Required ventilation air should be taken in through IAC Model
H Quiet Vent Silencers on the east and west sides.
The inside surface of the five -sided "Box" should be covered with a V or 1-1/2"
thickness of Tectum mounted on furring strips or hat channels to hold the Tectum away
from the walls and ceilings by a minimum of 3/4". The Tectum should not extend below
12" above grade.
The analysis was completed based on the measured source levels described in Section
2.0. A standard engineering calculation was completed indicating that with the five -
sided "Box" as described above, noise levels at north property line of the site will be
32 dBA. This calculation is contained in Appendix B.
3
The five -sided "Box" was assumed to be approximately 25' by 20' by 8' high. It was
also assumed that approximately 1100 sq. ft. of 1" or 1-1/2" of Tectum would be
installed inside the "Box" on furring strips. The ventilation openings on the east and
west sides will be fitted with IAC Type H Quiet Vent Silencers and the required entrance
door should be on the south side as well. The entrance door should be 1-3/4" solid
core with weather stripping seals on all four sides. Information on Tectum and IAC
Quiet Vent Silencers is contained in Appendix C.
6.0 Summary of Results
The results of the noise mitigation analysis described in Section 5.0 above indicate that
with the five -sided "Box" in place, noise levels at the north property line will be 32 dBA.
This means that the minimum ambient noise levels at the north property line of 42 dBA
will not increase due to operation of the Positive Displacement Blower. Therefore, the
analysis indicates that the criteria discussed in Section 4.0 of this report will be
satisfied.
Iu
Davy
Associates, Inc.
Consultants In ACOUSIICs
865 Manhattan Beach Bordevard, State 202 • Manhattan Beach, CA 50266--4955 • Telephone: (310) 546-3387 • FAX. (310) 546-3009
JN 95085
APPENDIX A
T LF.: JP195,".85
i-ML SITE
,N113TENT NOISE MEASUREMENTS
START TIME. .10:00 A.M.
STOP TTME: 10:00 A.M.
DATE: DECEMBER 16-19. 1995
LOCATION: EAST PROPERTY LINE:
INTERVAL REPOF,T LARSON-DAVT.S LABOROTORIES MODEL 700 SN B32oCl
DATA FROM: JN95085 12/18/95 1902:20
Date 15 DEC Period 01:00 h:m
Time
LVL
SEL
Lmin
Lmax
LDk
Ex
Pk
Ov
L02
LOS
L25
L50
10 00:0.1
46.5
84.5
3.1.0
70„0
87.5
0
0
0
56.0
50.0
47.5
45.0
1.1:00:01
48.5
84.0
40.5
68.5
85.5
0
0
0
57.5
51.0
47.5
45.0
12:00:,}l
52.0
87.5
42.0
75.0
88.5
0
0
0
60.0
55.5
51.5
48.5
1000:01
52.5
96.5
42.0
77.5
92.5
0
0
0
60.5
54.5
50.5
48.5
14:00:01
49.0
85.0
40.0
79.0
92.0
0
0
0
55.0
50.0
47.5
46.0
15.00:01
A7.5
83.0
40.0
72.5
65.0
0
0
0
54.0
48.5
46.0
44.5
.16200:01
50.5
86.0
41.0
72.0
90.5
0
0
0
57.5
51.5
48.5
46.5
17:00sOl
60.0
95.5
42.5
86.5
100.5
0
0
0
63.0
52.0
46.5
47.0
16:00:01
49.0
84.5
42.0
68.5
79.5
0
0
0
57.0
51.0
47.5
46.0
19:C}0:pl
46.5
82.0
41.5
67.0
77.5
0
0
0
51.5
A9.0
17.0
45.5
20:00:01
48.5
84.0
41.5
70.5
8A.0
0
0
0
53.0
49.0
46.5
45.0
21:00:01
47.5
63.0
42.0
66.0
78.0
0
0
0
54.0
48.0
46.5
45.0
2 2:00:0:1
4.7.0
82.5
43.0
59.5
75.0
0
0
0
51.5
48.5
47.0
46.0
23:00:01
47.5
83.0
43.0
58.0
72.0
0
0
0
52.0
50.0
49.0
46.5
0:00:01
46.5
82.5
42.0
54.5
71.5
0
0
0
51.0
49.0
47.5
46.0
1.:00:01
47.0
82.5
12.0
68.5
82.0
0
0
0
51.5
48.0
46.0
45.0
2:00:01
45.0
80.5
42.0
59.0
73.0
0
0
0
50.0
17.5
43.5
44.0
3:00:01
43.5
79.0
41.5
56.0
73.5
0
0
0
47.5
44.5
13.0
42.5
4:00401
42.5
78.0
41.5
W .0
68.5
0
0
0
45.0
43.5
43.0
42.5
5:00:0.1
44.0
79.5
A1.5
59.0
76.5
0
0
0
48.0
45.5
4.3.5
43.0
6:OO:Oi
44.0
80.0
42.0
56.0
72.0
0
0
0
47.5
46.0
44.5
43.5
7:00A 01
48.0
8.3.5
A2.5
73.0
85.0
0
0
0
50.5
48.0
46.5
45.5
8:00:01
53.0
88.5
42.0
77.5
88.5
0
0
0
61.0
54.0
49.0
47.0
9:00wO .
49.5
85.0
41.5
79.0
93.0
0
0
0
56.5
51.0
47.5
46.0
10:00:01
46.0
81.5
39.5
72.0
87.5
0
0
0
52.5
46.5
45.5
A3.5
ll:00:O1
A8.0
83.5
38.5
70.5
85.0
0
0
0
55.5
51.0
4.7.0
44.0
12:00:01
51.0
86.5
39.5
77.5
90.0
0
0
0
59.0
54.0
49.5
46.5
13gp0:of
55.Q
90.5
A1.5
76.5
90.0
0
0
0
63.5
59.0
54.0
50.0
14:00:01
53.0
89.0.
41.0
75.5
67.5
0
0
0
61.0
56.5
52.0
A9.0
15:00:02
54.0
89.5
41.5
80.0
90.0
0
0
0
61.0
56.0
51.0
48.5
1000:02
51.5
87.0
41.0
74.0
86.0
0
0
0
60.0
55.0
50.0
4.7.0
17:00:02
50.5
86.0
41.0
73.0
85.5
0
0
it
59.5
51.5
16.0
44.5
100002
48.0
84.0
41.0
69.0
86.0
0
0
0
56.0
50.5
A6.5
45.0
1900:02
51.5
87.5
41.0
74.0
96.5
0
0
0
59.5
52.0
46.5
45.0
20:00:02
48.5
84.0
41.5
67.5
75.5
0
0.
0
57.5
50.5
47.0
45.5
21:00:02
A9.0
64.5
42.0
65.0
77.5
0
0
0
58.0
51.5
48.0
46.5
22:00:02
45.0
61.0
41.5
55.5
71.0
0
0
0
49.0
47.5
45.5
44.5
23:00:02
44.0
79.5
41.0
54.0
70.5
0
0
0
47.5
46.0
44.5
4.3.5
0 : 00 : 02
46.0
81.5
41.5
69.0
81.0
0
0
0
49.0
A6.0
14.5
4;3. 0
Is I L.j 2t I.
3:oo:02
I.:..1
A2.5
,,
78.0
1I1.t:
41.0
'. .1."
W.C.
-,,
67.!x1
')
to
U
.I
46.0
,..
GIA n0
42n5
. ..
42n",l
4:00:02
43.0
78.5
41.0
54.5
68.5
0
0
0
46.5
44.5
43.5
42.5
5:00 M
47.0
82.5
42.0
58.0
7-.0
0
to
0
52.0
t19.5
55.0
47.5
52.5
46.0
50.5
6:00:02
51.5
97.0
A4.5
62.0
76.5
:)
0
0
0
56.5
65.5
62.0
59.0
56.0
7gOO:O2
59.0
94.5
49.5
83.5
1.05.0
0
0
73.0
68.0
61.5
59.5
800302
64.0
99.5
47.5
82.0
104.0
C)
0
0
0
0
0
74.5
70.5
66.0
61.5
%00M
66„0
1.01..5
47.0
82.0
109.5
69.5
66.5
62.3
57.5
10:0002
62.0
97.5
46.0
80.5
105.5
0
0
to
0
71.5
67.'.5
62.5
57.5
1000:02
63.0
98.5
4A.0
82.5
109.0
0
0
0
0
70.5
67.0
63.0
58.5
12 : 00 02
62.5
98.0
47.5
83.5
107.0
0
0
70.0
66.5
62.0
57.5
13:00:02
62.0
97.5
48.5
86.0
102.5
0
0
0
70.5
66.5
61.5
57.0
0:00402
62.0
97.5
47.0
80.0
107.5
0
0
0
66.5
61.0
56.5
53.5
15400:02
58.0
93.5
13.0
79.5
103.5
0
0
0
0
62.0
56.5
51.5
47.0
16:00:02
53.0
88.5
42.0
78.5
96.0
0
0
0
59.5
53.5
48.5
4615
1.700:02
51..0
86.5
42.5
74.5
95.5
O
0
0
0
57.0
51.0
46.5
45.5
18:00:02
49.0
84.5
42.0
74.5
91.0
0
0
O
60.0
55.0
A9.5
47.0
1900:02
51.5
87.0
42.5
72.0
65.5
84.0
78.5
0
0
0
55.5
5.1.0
47.5
45.5
M OON=
21:00:02
48.0
47.5
83.5
83.5
42.0
42.0
66.0
78.0
0
0
0
57.0
A9.5
45.5
44.5
220003
46.0
81..5
41.0
65.0
77.0
0
0
0
51.0
46.0
A4.5
43.5
23:00403
44.5
80.0
41.0
59.5
73.0
0
0
0
A8.5
46.5
44.5
43.5
0:00:0.1
44.0
79.5
40.5
61.0
74.0
0
0
0
49.5
46.0
44.0
42.5
1:0003
43.5
79.0
40.5
62.5
87.5
:a
0
0
A8.0
46.0
AA.0
42.5
200303
41.5
77.0
40.5
52.5
78.0
C)
0
0
43.5
42.5
41.5
A1.5
00:03
42.5
78.5
41.0
60.0
74.0
0
0
0
45.5
43.0
42.5
42.0
4:00:03
W.0
79.0
42.0
56.0
73.0
0
0
0
46.5
44.5
43.5
42.5
5:00:03
46.5
82.5
42.0
57.0
71.0
0
0
0
51.5
49.5
47.5
46.0
6:00:03
50.5
86.5
43.5
63.0
83.0
0
0
0
55.5
500
52.0
49.5
7:00303
59.5
95.0
A8.0
77.5
101.0
0
0
0
66.5
63.0
60.0
57.0
8:00:Oti•S
63.0
98.5
46.5
82.0
103.0
ti
0
0
7.1.5
68.0
61.0
500
9:00:03
61.5
07.0
43.0
92.5
108.5
0
0
0
72.5
66.0
56.0
50.5
18259:19
71.0
70.5
71.0
71.5
84.0
0
0
0
7.1.5
71.5
71.5
71.0
18:59:29
71.5
67.0
71.0
71.5
83.5
0
0
0
71.5
71..5
71.5
71.5
M OO :=
71.5
68.0
71.5
71.5
83.5
0
0
0
71.5
71.5
71.5
71.5
1.9:00:38
71.5
67.0
71.5
71.5
83.5
Ca
0
0
71.5
71.5
71.5
71.5
19:00:44
7.1.5
67.5
71.5
71.5
83.5
0
0
0
71.5
71..5
71.5
71.5
QVERALL L.EO: 60.9
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13Y:
I)AVY Rs (-)SSOCI(•)TE5
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FII_.Eo,,
JN95085
L.MAX
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EAST PROPERTY LINE
L E
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(24)=
50.4
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SAMPLES
,
5
6
7
s 9 Od
TIME
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0
-
10am
1
0
iiam
1
0
NOON
1
°
1 orn
1
°
om
I
0
T urn
1
0
4 om
I
°
5 om
1
0
om
1
°
7 om
I
°
8 om
1
0
q om
1
0
l0r)m
1
0
11om
1
°
MIDNI 1
0
1 am
1
°
2 am
1
°
= am
I
0
4 am
1
0
5 am
1
0
6 am
I
0
7 am
1
°
S am
1
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9 am
0
E_.______._._�._•---_.____..�.__-----__..
4 5
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Davy
Associates, Inc.
Consultants In Acoustics
865 Manhattan Beach Boidevmd, Suite 202 • Manhattan Beach, CA 90266--4955 • Telephone: (310) 546-3387 • FAX- (310) 546-3009
JN 95085
APPENDIX B
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42-383
navy
O CiLL
JOB NO. / v 4_- ' �---PROJECT F
SHEET NO.. I - .OF
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Associates, Inc. CALCULATED BY �. DATE r
Consulting Acoustical Engineers
(213) 546-3387 i
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Davy
Associates, Inc.
Consultants in Acoustics
865 Manhattan Beach Boulevard, Snite 202 • Manhattan Beach, CA 902664955 • Telephone. (310) 546-3387 • FAX.- (310) 546-3009
JN 95085
APPENDIX C
TECTUM (NC.
F.O. sox 920
Newark, Ohio 43055
T-63 I TECTUM* INTERIOR WALL PANELS FOR SWIMMING POOLS
JUNE, 1993
TECTUM interior wall panels have been used successfully on walls
to control the noise in swimming pool areas. There are a few
simple rules that need to be followed.
The panels titust be furred out front the wall using vertical
furring. The spacing of the furring when running in the panel
direction is shown in Technical Hulletiri T-60. The area between
the panels and the wall must- perillit free airflow. This is needed
to reduce or eliminate any condensation within the systent. A
veined moulding has been successfully used to allow airflow.
Fiberglass insuiaLion can be used behind the TECTUM walls. If
fiberglass is used, it is to be installed against the back side
of the TECTUM panels and area between the ilisulation must permit
free airflow. This can be accomplished by first installing vertical furring and installing horizontal furring directly over
the vertical furring.
The use Of corrosive resistance fasteners such as stainless steel
are recoiitillended. The panels must be either factory or field
painted for enhanced appearance and protection.
*Trademark of Tectunt Inc.
SINCE (213) 634.6560
(213)774.1050
FAX (213) 774.1510
RES (714)526'1966
VH A.02LIES'G. tiAp'" INC.
BUILDING MATERIALS DISTRIBUTOR
W. J. (Slim) SOMERVILLE
7757 E. ALONDRA BLVD.- PARAMOUNT, CA 90723.5094
Please file in Section 2 of your interior manual.
ACOUSTICAL WALLS/TECTUM®
TECTUM INTERIOR
WALL PANELS
UAMSES, APPLICATIONS
Interior Wall Panels are tough, durable,
acoustical material, with NRC's Of up to 1.00.
They are available in various thicknesses,
widths, and lengths.
PP/PRODUCT PRESENTATION
Interior Well Panels are available in 1" 1112"
and 2" thickness (nominal) with square
edges or long edge beveled. Widths of
23314", 313m" or 473/4" (actual) are available.
1t2" and 2" Is also available with T&G
edges for interlocking continuous
paneling. (Widths of 22 t211, 30 3/4" or 4612"
(actual) only for T&G sides). Panels that are
to be butted must be beveled and may require
field fitting. Tectum Inc. recommends using an
ashlar (staggered) pattern when applicable.
For vertical installation studs should be spaced
233/4" O.C. for 2' material, 237re" O.C. for 4'
material.
LIGHT REFLECTANCE
Typical range: LR 4 (natural .60), LR 2
(painted .70).
dad Edge Tectum
Panel
MTG. A - Lab directly
against wall surface
TECTUM INTERIOR WALL
PANEL DIMENSIONS*
Thick-
cross
Width
Length
APProx,
WL plI
Bevel or
1'
23110
6'-12' in
1.53,
square long -,
tta"
31sn'
one foot
253,
edgeswith
2'
473re
Incremen
3.5,
square ends
''�
'Tolerance width end length, plus zero, minus lie': over 4'
length is+Ire', J14. Thickness: Plus 11W. minus 10, average
thickness eno'.
SOUND ABSORPTION WALLS
TECTUM INSTALLATION
RECOMMENDATIONS
Tectum' wall panels are easy to install either in
new construction or over existing walls.
Furring strips are recommended and should
be a maximum of 24" o.c. when using 1" thick
panels. Furring strips should be installed
horizontally when installing vertical panels.
Thickness
Mountin
Test No.
125
250
500
20DO
4000
NRC
1"
A
RAL-AB6.43
.06
.13
.24
.82
.64
.40
1"
D-20
RAL-A86-44
.07
.15
.36
.71
.81
.45
1"
C-20
RAL-A86-49
.16
.43
1.00
.79
.98
.80
1"
C-40
RAL-A86-50
.32
.70
1.09
F45
.76
.94
.85
1t2"
A
RAL-A86-42
.07
.22
.48
.64
.96
.55
tt2"
D-20
RAL-A86.45
.15
.26
.62
.70
.91
.60
tile
C-20
RAL-A66.48
.24
.57
1.17
.93
.87
.90
112"
C-40
RAL-A86.51
.40
.84
1.18
.8
.94
.88
.95
2"
A
RAL-A86-41
.15
.26
.62
.94
.64
.92
.60
2"
D-20
RAL-A86-46
.15
.36
.74
.82
.82
.92
.70
2"
0-20
RAIL-A86-47
.24
.67
1.14
.87
1.06
.96
.95
P.
C40,
RAL-AB6-52
.42
.89
1.19
.85
1.08
.94
1.00
SOUND ABSORPTION/MOUNTING DETAILS
Mountings may vary due to a number of circumstances and requirements. For additional fastening
details, write to Tectum Inc., P.O. Box 920, Newark, OH 43055.
OCF 1" 703 Fiberglas
.1 x Furring Strips Zr O.C.
L Beveled Edge Tectum
Wall Panel
MTG. C-20 - Laid on y4"
tuning stops
TECTUM SOUND BLOCK DETAILS
Developed to control reverberant sound.
Not recommended for installation where they
will come In contact with water.
PP/PRODUCT PRESENTATION
Dimensions are 3"x15t2" X 1512" (nominal)
with beveled edges.
Sound blocks are not designed to be butted.
Recommended spacing of 24" or 32" o.c.
OCF 21/a" (R-8) Noise bander batta
2 x Furring strips 24' O.C.Z
led Edge Teotum
Panel
MTG. 0-40 - Laid on 1'he
tuning strips
24" O.C.
4 a a s4nrr4 wl> ~101
SOUND ABSORPTION TABLE
TECTUM SOUND BLOCKS
1 x Furring strips .
LBeveled Edge Tectum
Wall Panel
MTG. D-20-Laid on 3/4"
tuning stops
Descrl tlon
Thickness
Test No.
125
250
50D
1000
2000
4000
24"
RAL-AB6.89
.36
.63
1.81
2.65
2.75
2.73
32" O C
3"
RAL-AB6-88
.45
'.71
1.87
2.94
2.9D
2.91
For fastening 23 3/4"
wide TECTUM pan-
els, a minimum of
two screws per fur-
ring strip are
required. The screws
should be located
within 2-inches of
the edge.
For 31 3/4" or 47
3/4" wide TECTUM
panels, three screws
should be used per
furring strip with the
third screw located
In the center of the
panel.
TBCTUM* wall panels are easy to install either innewcon-
struction or over existing walls. Furring strips are recom-
mended and should be a maximum of 24" o. c. when using 1"
thick panels. Furring strips should be installed horizontally
when installing vertical panels.
Wood Furring strips of 1"x2"/2"x2"/1"x3" are commonly
used. Twenty-four or 26 gauge resilient steel/furring channel
can also be used -
Sound absorption and NRC's vary from AS to .70 depending
upon the thickness of the TECTUM panel used. (Mounting
A).
Continuous support is required along the bottom of the pan-
e1c.
Sound absorption and NBC's can be increased'by adding
fiberglass insulation between the furring strips. NRC's from
.s0 to 1.00 can be obtained depending
thickness the fiber.
upon
the
thickness
r
the TECTUM panel and the type and
glass insulation used (mountings C-20 or C40).
• a�Rt?
�.;;, ;Zde u.e of palnh
•t;,ea dry wall
•:' ;, ',, :' lazWiation.IThe
.g4with wall Page,
�• 5•r' %•.•..••-4nnisb and no
addafoul am and labor is requked In touch•
ins up otthe screw beads.
0189
TECTUMINC* 105S.Sixth St. •p.0.Box 920-Newark, OH43OSS-(614)345-%91
POOR,"
QUALITY
0Rli-'Gl:NAL (S)
1
9ULLE:IIN IADU64
noise control for air handling systems
QuoletnVENTO Sileneers
for air transfer systems
n ,• �.�
is
QUIET -VENT SILENCERS solve a
common problem in air -handling — the passage of
noise from one space to another through vents pro-
vided for the passage of air. These modern, low
cost units are easy to install, permit circulation of
air in either direction, yet effectively stop noise in
both directions. They provide full ventilation plus
quiet.and privacy. Quiet -VENT Silencers are made
in standard types which cover most applications —
such as offices, conference rooms, consultation
rooms, rest rooms, music rooms, hotel guest rooms
and apartment house kitchens and bathrooms.
Quiet -VENTS of types other than those shown are available for special needs. Write or telephone IAC, outlining your problem.
for Multi -Purpose: Types C, H, and W
Type C for ceiling In.
stallation
Type H for exposed
Installation on wail
or door
Type W for installa•
tion in wall
These versatile units may be mounted on or in walls, oh doors, in ceiling ... wherever air
must pass but noise must be blocked. They meet most architectural'needs in the standard
models available... but where special designs are needed, we invite your inquiry. The
elbows are removable from the body of the units.
�
M
®
a
IN CEILING —Type C ON WALL & ON DOOR —Type H IN WALL —Type W
for Tile Ceilings: Type CT
This type is designed to replace a ceiling tile over
movable walls or fixed partitions. It is sized to
Type CT over a mov. replace a 24" x 24" or 12" x 24" ceiling tile, and fits
able partition into all standard ceiling suspension systems. Type
CT can be easily moved when it is necessary to relo-
cate walls or partitions to accommodate new needs.
for Vent Shafts: Type S
Im Application of Type S
in multiple installa•
tion involving a com-
mon shaft.
This new silencer is designed specifically for vent
shaft installations in apartment buildings, hotels
or similar structures to silence the noise from
kitchens, bathrooms or lavatories. Stale, noxious
air• passes through the Quiet -VENT from each
room served by the common shaft, and is vented
outside the building.
The acoustical construction of the Type S unit
blocks noise from passing into the shaft and areas
connected to it; however, it permits passage of
exhaust air. This silencer also prevents exhaust
fan noise from entering the rooms served by the
vent shaft. Type S thus stops undesired cross-
talk and "intercom" effects.
This unit provides extra economies and benefits
by eliminating the need for fire dampers. Verifica-
tion of this capability of the Type S is shown in
National Fire Protection Association Bulletin 90A,
Para. 3-3.3 and Fig.3-3(C) (1978 Ed.).
Type S Quiet -VENTS are designed for new con-
struction. Special types are available for use in
existing buildings.
O Copynght 1975, revised October 1990, last printed May 1992 by INDUSTRIAL ACOUSTICS COMPANY, INC.
1'
A WGERAGHTY
• AV& NIILLER, INC.
)W Environmental Services
September 21, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 1 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
KOLLCONSTRUCTION
SEP 2 21995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 1 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994, pending resolution of the following
exception(s). Attached is the Building 1 asbestos abatement clearance documentation which is a
necessary prerequisite for general building demolition.
Exceptions, Building 1;
The fire protection system pump house, located to the North of Building 1 is currently
still in operation and is to remain intact until such time that the pump equipment is
decommissioned. A Geraghty & Miller representative will inspect the pumphouse
building and assure all environmental related items have been addressed prior to its
demolition.
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 - FAX (818) 331-1224 �.�iZ
, 0
City of Newport Beach
Building 1 Pre -Demolition Certification
CA0186.030.001
September 21, 1995
Sincerely submitted,
1; �
James mubbara
Project Engineer
Geraghty & Miller, Inc.
S*hMatteAOZ—
Associate
Geraghty & Miller, Inc.
Concur:
Lyrae ethrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FMLDC, Anaheim, CA
G:IAPROJECTV-ORDW E WPOR'nCA0186.0301AGENCY_C1BI SIGN.DOC
Eric Pearson, FMLDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
GERAGHTY & MILLER, INC.
0
1
Hygienetics®
Environmental
Hygienetics Env"onmentai Se vices. Inc.
September 6, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Suite A
'920 East Warner Avenue
Santa Ana CA 92705
Phone: (714) 955-0201
Fax: (714) 955-0965
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 1
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #1, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 1 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
lAl�
Jo Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas,
Mr. Ron Spencer,
Mr. Jim Hubbard,
JPQIo1\O83195\4313005\I31
Koll Construction
Aman Environmental
Geraghty & Miller
H' 0ienetics®
a Environmental
nyglenetics Environmental Services. Inc. Suite A Phone: (714) 955-0201
1920 East Warner Avenue Fax: (714) 955.0965
Santa Ana. CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Sile Demolition Contract No 4313 005
Address: 1 Ford Road
Newport Beach California —
Contractor: CST
Address: 2100 East Via Burton Street
Anaheim. California
Owner/Operator:Ford Motor Land
Address: 1 P rklane Boulevard Suite 1500,E
Dearborn Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue Rnire A
Santa Ana, California 9Z
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sample ID No.
Date Collected
Analysis Method
I ibcr Conccntntioa
(fibcrs/cc)
Comments
082895777-01
8/28/95
NIOSH 7400 "A"
0=5
Pau
082895777-02
8/28/95
NIOSH 7400 "A"
0.003
Pass
082895777-03
8/28/95
NIOSH 7400 'A'
0.006
Pass
082895777-04
8/28/95
NIOSII 7400 'A'
0.004
Pass
082895777-05
8/26/95
NIOSII 7400 "A"
0.006
Pass
082895777-06
8/28/95
NIOSH 7400 "A"
0.005
Pass
082895777-07
8/28/95
NIOSII 7400 "A"
0.005
Pass
082995777-08
8/28/95
NIOSII 7400 'A"
0.005
Pass
082895777-09
8/28/95
NIOSI 17400 "A"
0.006
Pass
082895777"10
8/28/95
NIOSI1 7400 'A'
0.003
Pass
ck¢rnund teadmes or Standard:
EPA Clearance Level of 50010 f/cc - -
JPC:Iaj\083195\431
KOLL CONSTRUCTION
A WGERAGHTY
AW-'& MILLER, INC.
�Environmental Services
September 22, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 2 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
SEP 2 5 1995
A Heidemil company
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has.conducted an inspection of Building 2 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994, pending resolution of the following
exception(s). Attached is the Building 2 asbestos abatement clearance documentation which is a
necessary prerequisite for general building demolition.
Exceptions, Building 2;
An area of concrete, approximately 500 square feet, has been marked with high
visibility paint, in the buildings mechanical room. During the removal of the building
slab, and under the supervision of Geraghty & Miller and Environmental Management
Services, the area of concrete within the marked area will be segregated and stockpiled
with other concrete and asphalt which is to be recycled at the site. The remaining
portions of the building slab will be handled as general building debris.
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 10
City of Newport Beach
Building 2 Pre -Demolition Certification
CA0186.030.001
September 22, 1995
Sincerely submitted,
James Hubbard
Project Engineer
Geraghty & Miller, Inc.
A
A��-
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur: 646e--J
Lyn ethrington
Principal
2
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI
Dan Rogers, FMLDC, Anaheim, CA
G:\APROJECIVORDMWPORTNCA0186.030\AGENCY-C\131SIGN.DOC
Eric Pearson, FMLDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
GERAGHTY & MILLER, INC. 0
Hygienetics®
EEnvironmental
FWgma¢uco Enviroon r,-nia! SmAces. Inc
September 18, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Butte A Phone: (714) 955-0201
1920 Cast Warner Avenue rax: (714) 955.0965
Santa Ana, CA 9270
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building #2
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #2, have been properly abated. The areas in the building
where asbestos abatement was completed were visualJy inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building #2 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
lg
ienetics Environmental Services, Inc.
on Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr, Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
JV01,0\091895\4313005\132
,j Ny1•11:11JIM iS 5aI131.13I9AH C0:9T S6. ST d3S
Hygienetics(9
Environmental
HygfenCtics Environmental Services. Plc. Suite A Phone: (714) 955.0201
1920 East Warner Avenue Fax: (714) 9 55.0905
Santa Ana. CA 02705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: EML Sir D1MQk&l Contract N04313005
Address: 1 Ford R ad
_.-
Nenort Beach. California
Contractor: CST
Address: 2100 East Via Burton Street -
Anaheim. ra ffiornla
Owner/Operator.Ford Motor Land -
Address: + Dart.+___ B_..t,.yard Suite 45nn E
Dearborn, Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Namc:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sample ID No.
Date Colletled
Anslyeis Method
Comntrltts
O91I95T7'/-01
9/11/95
NIOSH 74g0'A'
Puss
1N1195777-02
9/11/95
NIOS147400'A"
60.00il
Pass091195777-03
(1/11/95
NIOSH 7400 "A'
Pa15091195777-04
9/11/95
NIOSH 7400 "A"
Pau
n9ll95777-05
9/11/95
NIOSH 7400 "A'
Pass
1195777-%
9/11/95
N10SH 7400 "A'
Pass
09)195777-07
9/11/95
NIOSH 7400 "A"
0.004
Pass
091195777-08
9111195
NIOSH 7400 "A'
0.007
Pass
091195777-09
9/h1/95
NIOSH 7400 "A'
0.005
Past
091195777.30
9/11/95
NIOS14 7400 "A'
0.005
Pass
KC3UMSS or blaeoaru:
HNIJNNlIdHS S"U3143I )AH h13:9T SE. 81 d3S
KOLL CONSTRUCTION
A WGERAGHTY
AWK& MILLER, INC.
AWEnvirontnentalServices
July 27, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 3 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
JUL 27 1995
G
� LX
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 3 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994, pending resolution of the following
exception(s). Attached is the Building 3 asbestos abatement clearance documentation which is a
necessary prerequisite for general building demolition.
Exceptions, Building 3,
An area of concrete in the building mechanical room, approximately 300 square feet,
will be marked with high visibility paint. During the removal of the building slab,
under the supervision of Geraghty & Miller and Environmental Management Services,
the area of concrete within the marked areas will be segregated and stockpiled with
other asphalt which is to be recycled at the site. The remaining portions of the
building slab will be handled as general building debris.
Approximately 120 square feet of concrete in the elevator equipment room at the
basement level will be scarified after removal of the first floor above. The concrete
will be scarified, sampled, and collected per the procedures outlined in section 02083
of the FAIL Demolition Specifications and submittal 018. This concrete scarification
and sampling will be performed under the direct supervision of a Geraghty & Miller
and/or an Environmental Management Services representative.
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 04
City of Newport Beach
Building 3 Pre -Demolition Certification
CA0186.030.001
July 27, 1995
2
The hydraulic oil elevator tank located in the basement will be removed from the
basement level after the removal of the first floor above. The tank will be taken to an
area away from the building where it will undergo decontamination and collection of
rinsate per the procedures outlined in Section 02083 of the FML Demolition
Specifications and submittal 006.
Sincerely submitted,
Mark Kubota
Engineer
Geraghty & Miller Inc.
iVicePyresident
�D
Geraghty & Miller, Inc.
Concur:
Lyn thrington
Pnnci al
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI Eric Pearson, FMLDC, Dearborn, MI
Dan Rogers, FN%DC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
0:WPROJL•C1TPORDNEWPOR11CA0186.030\AGENCY C1B3SIGN.DOG
GERAGHTY & MILLER, INC.
0
Hygienetics®
Environmental
1,Yglu-m-tics Fov ronmental Sev,ces, loc.
July 24, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
KOLL CONSTRUCTION
JUL 27 1995
Sune, A Phone:(714)955-0201
1920 East Warner Avenue Fax: (714) 955-0955
Santa Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 3
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #3, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 3 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
o�
John Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman r?nvironmental
Mr. Jim Hubbard, Geraghty & Miller
.TPC:1al\072595\4313 WS\B3
{LOLL CONSTRUCTION
Hygienetics®
JUL 27 7995
Environmental Suite A Phone. t71.4! 955-0201
hygienetics Envirumnen:al 501wce., Inc 1920 East Warner Avenue Fa*: t114) 955 0965
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FM 2i'_ n^ nlition Contract No 43130b5
Address: Lar R
N rtBead, ali r i
Contractor:
Address: 2100Eg Via r n Strt
Anaheim. California
Owner/Operator•F r Motor L nd
Address: 1 P rkl I v r i l E
Dearborn- Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Enviroiunental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 9Z
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
JPCaaj\072535\43t3005\B3
KOLL CONSTRUCTION
ArGERAGHTY
A- O-K& MILLER, INC.
)W Environmental Services
July 15, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 5 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
JUL 17 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 5 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994. The building is released for general
building demolition, including the building slab and any associated sub -surface improvements.
Attached is the Building 5 asbestos abatement clearance documentation which is a necessary
prerequisite for general building demolition.
Sincerely submitted,
Mark T. Kubota
Engineer
Geraghty
VV . n
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur:
Lyne ethrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, M
Dan Rogers, FMLDC, Anaheim, CA
0.\APROJECYTORD\NEWPORnCA0186.03041GENCY C\B75IGN.DOC
Eric Pearson, FNEDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
I�
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 0
Hyglenetics®
Environmental
HY916Metlu Environmental Sen+ces. inc.
July 13, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Ban-mca, Suite 500
West Covina, California 91791-1600
KOLL CONSTRUCTION
JUL 17 1995
Suiie A ?.".one: •-141955.0201
1920 East Warner Avenue Fax::%4: 955-0955
Santa Ana. CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 5
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #5, were properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 5 may now be safely accessed by other trades to perform demolition activities
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us. ,
Sincerely,
Hyga1c
ienedcs Environmental Services, Inc.
ar -
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
JM1*J\071NA4312Wk1\W
HEn
y ienetics�
Environmental
Hy$ianotca Emironmental Services, Inc. Y�
Suite A
1920 East Warner Avenue
Santa Ana, CA 92705
Phone; (714) 955.0201
Fax: (714)955.0965
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Dernnlitinn Contract No. 4511,00.5
Address: 1 Ford Road
h[MoTt Sgach, California - - -
Contractor: CST
Address: 2100 East Vie Burton Street ---
Anaheim, California
Owner/Operator:Ford Mntor Land
Address: 1 Parklane Bonlevard Suite 1500 E
Dearborn. Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the situ to be acceptable and in compliance with the contract apecifuations
and applicable regulatory standards cxcept as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Auabysit Method
fiber Coaceatrati06
(fibers ce
Cammoatt
Sampie ID Nb.
1)aa Cx+bicetea
061695777-01
6136/95
NIOSH 7400 'AN
0.002
Past
061695777Q
6116195
Nl0$H 7400 *A"
0.003
Pus
061695777.03
6/16/95
NIOSH 7400 'A"
0,003
Past
062695777.04
6/16/95
NIOSII 7400 'A"
0.004
Past
77.05
6/16/95
MUSH 7400 °A•
0.00S
Pars
77-06
6/16195
A10SH 7"'A'
Q.
Patc
•07
&Ioroluna
b/16/95
NIOSH 7400'A•
0.002
Pats
Readings or Standard*
SPA Clearance Levrl of s001f/cC
i?QW\071395\43M)S\B5
P'c.C:: CE:2^ FM s,.e
1
AWGERAGHTY
AW_ & MILLER, INC.
W Environmental Services
July 18, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 6 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
KOLL CONSTRUCTION
JUL 311995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 6 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994. The building is released for general
building demolition, including the building slab and any associated sub -surface improvements.
Attached is the Building 6 asbestos abatement clearance documentation which is a necessary
prerequisite for general building demolition.
Sincerely submitted,
Mark T. Kubota
Engineer
Geraghty & Miller, Inc.
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur:
Lyn ethrington
Principal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, M
Dan Rogers, FNEDC, Anaheim, CA
G:UPROJECTTORDINEWPORZ1CA0186.03041GENCY C136SIGN.DOC
Eric Pearson, FhEDC, Dearborn, MI
Jack Douglas, Koll Construction, Seal Beach, CA
100 N. Banana Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 10
JUL 1
SRNTRRNRR
M,
Hygieneticso)
Environmental
Hyglenetles Environmental Services, Inc.
July 13, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Suite A
1920 East Warner Avenue
Santa Ana, CA 9270$
Phone: (714)955.0201`
Fax: (714)955.0905
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 6
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #6, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0,010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 6 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
John Carey 43'iozb
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
7PC:1&j\071395\4313=\86
FROM 714-95E-09E5
'7-.n-95 0E:"r:7 PM
PO4
P.5
H gienetics(9
Environmental _--
Hygienetics Environmental Serweas, Inc.
Sulto A Phone: (714) 955.0201
1920 East Warner Avenue Fax: (714) 955.0965
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: PML Site Demolition Contract No-4313.00S
Address: 1 Ford Road
NsnortBeach California
Contractor: CST
Address: 2100 East Via Burton Street
Anaheim California
Owner/Operator-Ford Motor Land
Address: 1 Parklane Boulevard, Suite 1500 F.
Dearhorn Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienctics Environmental Scrvic:cs, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
a
Air Clearance Test Results
Stmpk M No,
Date Colketed
Analysio Method
Fiber Cooctntratiea
(fibtn/a)
Comments
06229SM-01
6/22/95
NtOSH 7400'A"
0.005
Pau
062V$777-02
6/22/95
NIOSH 7400 "A'
0.003
Pau
062295777-03
6/22/95
N10.SH 7400 "A"
0.002
Pus
0=9577744
6/22/95
N10SH 7400'A"
U.M3 _
Pus
06229577743
6/22/95
N10SH 7400 "A"
0,004
Pau
062295777-06
5/22/9S
N10s2 7400'A'
0.003
Past
0=95777-07
6/22/95
MOS117400'A'
0.004
Pia
Background inp or tan ar :
RAC Clearance Lavet of <UOIf/rn
JPC:1aJ\067135\4313005\66
FROM 714-955-0965
07-13-95 06:V PM
PC5
A '
H gienetics(B
Eriv1ronmental
Hyglenetica Environmental WWOOS, Inn.
July 26,1995
Mr. HA Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Re: Removal of Transite from Building 6
Dear Mr. Singh:
Suite A -
1920 Ea>t Warner Avenue
Santa Ana, CA 92705
Phone: (714)955.0201
Fax: (%4) 966,0965
All of the asbestos -containing transite panels located at tho roof perimeter and the four exterior corners of
Building 6 have been removed. The transite material was removed in accordance with the document titled
"Scope of WorIcTroccdtres for the Removal of Transite", dated Judy 20,1995.
All of the asbestos -containing transite was wrapped in two layers of &mil polyethylene sheeting and disposed
of in accordance with the Project Specifications for the Ford Motor Land Demolition Prof ect.
If you have any questions or concerns, please call me at (714) 95540201.
Sincerely,
Services, Inc.
mt
Certification No. 93-1118
JPCAxth\07Z705\4323005\L0050]PC
FROM 714-955-0965 07-27-95 04:39 PM P03
A WGERAGHTY
AV& HULLER, INC.
AWEnviromnental Services
September 19, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 9 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
A Heidemij company
KOLL CONSTRUCTION
SEP 18 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 9 at the former Ford Aeronutronic
Facility, in Newport Beach, CA. Based on our inspection, we conclude that the removal of
regulated building materials and building decontamination have been completed consistent with
the FML Demolition Specifications dated October 25, 1994. The building is released for general
building demolition, including the building slab and any associated sub -surface improvements.
Attached is the Building 9 asbestos abatement clearance documentation which is a necessary
prerequisite for general building demolition.
Sincerely submitted,
�James ��a-�.rHubbard
Project Engineer
Geraghty & Miller, Inc.
eeih�--
Matters
Associate
Geraghty & Miller, Inc.
Concur: sc,
Lrinethrington
Pcipal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, M Eric Pearson, FMLDC, Dearborn, W
Dan Rogers, FMLDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
O:WPROIECIPORD\NE W POR`nCA0186.03041GENCY_C1B9SIGN.DOC
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224
10
Hygienetics®
Environmental
Hygienetics Environmental Services. Inc.
August 22, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Suite A Phone: (714) 955.0201
1920 East Warner Avenue Fax: (714) 955.0965
Santa Ana, CA 92705
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 9
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #9, have been properly abated. The areas in the building
where asbestos abatement was completed were visually inspected by Hygienetics prior to
final air clearance testing. The results of final air clearance testing were below the specified
clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final Inspection and
Testing" of the Project Manual for FML Site Demolition.
Building 9 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
qJo
Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
JPCIaJ\082295\4313005\I39
-4
Hygienetics®
Environmental
Hygienetics Environmental Services. Inc. Suite A Phone: (714) 955-0201
1920 East Warner Avenue Fax: (714) 955-0965
Santa Ana, CA 92105
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract
Address: 1 Ford Road
Ne-wort Beach California
Contractor.
Address: 2100 East Via Burton Street
Anaheim California
Owner/Operator•Ford Motor Land
Address: 1 Parklane Boulevard Suite 1500 E
DearbornMichigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air, tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sample H) No.
Date Collected
Analysis Metbod
P'ber Concentration
(Mbms/ce)
Comments
073195777-01
7/31/95
NIOSH 7400 "A"
0.005
Pass
073195777-02
7/31/95
NIOSH 7400 "A"
0.005
Pass
073195777-03
7/31/95
NIOSH 7400 "A"
0.004
Pass
073195777-04
7/31/95
NIOSH 7400 "A"
0.005
Pass
073195777-05
7/31/95
NIOSH 7400 "A"
0.003
Pass
1950
7/31/95
NIOSH 7400 A"
Pass
0319
/31/95
MOSH 7400 "A"
0.004
Pass
Ylackground Readines or Standard:
EPA Clearance Level of goi rice -
JPC:IaJ\082295\4313005\E19
A WGERAGHTY
AW- & HULLER, INC.
AWitbironmental Services
August 7, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 10 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
A Heidemil company
KOLL CONSTRUCTION
AUG 0 7 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services has conducted an inspection of Building 10 at the former Ford
Aeronutronic Facility, in Newport Beach, CA. Based on our inspection, we conclude that the
removal of regulated building materials and building decontamination have been completed
consistent with the FML Demolition Specifications dated October 25, 1994 Attached is the
Building 10 asbestos abatement clearance documentation which is a necessary prerequisite for
general building demolition.
Exceptions, Building 10,
Approximately 150 square feet of concrete in the elevator equipment room at the
basement level will be scarified after removal of the first floor above. The concrete
will be scarified, sampled, and collected per the procedures outlined in section 02083
of the'FML Demolition Specifications and Submittal 018. This concrete scarification
and sampling will be performed under the direct supervision of a Geraghty & Miller
and/or and Environmental Management Services representative.
The hydraulic oil elevator tanks located in the basement will be removed from the
basement level prior to general demolition of the building. The tank will be taken to
an area away from the building where it will undergo decontamination and collection
of rinsate per the procedures outlined in Section 02083 of the FAIL Demolition
Specifications and submittal 006. Underneath each tank is a sump, which contains
hydraulic oil. After removal of the hydraulic tank, the sump will be drained of all free
flowing oil and cleaned using a high pressure wash. The rinsate will be collected and
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224 Q*
City of Newport Beach
Building 10 Pre -Demolition Certification
CA0186.030.001
August 7, 1995
`a
containerized for proper disposal per the procedures outlined in Section 02083 of the
FML Demolition Specifications.
An area of concrete, approximately 225 square feet, located in the basement level, will
be marked with a high visibility paint. This concrete will be completely removed,
down to the native soil, under the direction of Geraghty &Miller, Inc., separately and
during the general demolition of the building slab. This material is released for
recycling along with other asphalt from the site.
Sincerely submitted,
f--/z � (�`(V
Mark T. Kubota
Engineer
Geraghty & Miller, Inc.
Seth Matters
Associate
Geraghty & Miller, Inc.
Concur:
L ethrington
Prin ipal
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, MI John Douglas, City of Newport Beach, NB, CA
Dan Rogers, FMIDC, Anaheim, CA Jack Douglas, Koll Construction, Seal Beach, CA
Eric Pearson, FNMDC, Dearborn, M
O.WROJEC1TFORD\IEWPORINCA0186.030WGENCY CU310SIGN.➢OC
GERAGHTY & MILLER, INC. co,
_11 KOLL CONSTRUCTION
Hygienetics(a AUG 0 7 1995
Environmental
Hygienetics Enwronmentai Services, Inc. Suite A Phone: 1714) 955.0201
1920 East Warner Avenue Fax: (714) 955-0965
Santa Ana, CA 92705
August 3, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 10
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #10, have been properly abated. The areas in the
building where asbestos abatement was completed were visually inspected by Hygienetics
prior to final air clearance testing. The results of final air clearance testing were -below the
specified clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part'3.17 "Final
Inspection and Testing" of the Project Manual for FML Site Demolition.
Building 10 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
Hygienetics Environmental Services, Inc.
oN�
J n Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & Miller
JPQIaj\071395\4313005\B10
-ram
�Hygienetics®
Environmental
H,gienetics Environmental Services, Inc. Suite A Phone: (714) 955-0201
1920 East Warner Avenue Fax: (714) 955.0965
Santa Ana, CA 92705
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: FML Site Demolition Contract No.4313.005
Address: 1 Ford Road
Newport Beach. California
Contractor: CST
Address: 2100 East Via Burton Street
Anaheim, California
Owner/Operator:Ford Motor Land
Address: 1 Parklane Boulevard, Suite 1500 E
Dearborn, Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetirs Environmental Services, Inc.
1920 East Warner Avenue, Suite A
Santa Ana, California 92705
Inspector's Name:
Signature:
Date & Time:
Comments:
Air Clearance Test Results
Sampic ID No.
Date Collected
Analysis Mctbod
Fiber concentration
(Sbca/oc)
comments
072795777-01
7/27/95
N10SH 7400 "A"
0.005
Pass
072795777-02
7/27/95
I\90SH 7400 "A"
0.005
Pass
072795777-03
7/27/95
N10SH 7400 "A"
0.003
Pass
072795777.04
7/27/95
NIOSH 7400 "A"
0.004
Pass
072795777-05
7/27/95
NTIOSH 7400 "A"
0.005
Pass
072795777-06
7/27/95
NICISH 7400 'A'
0.004
Pass
072795777-07
7/27/95
NIOSH 7400 "A"
0.004
Pass di
background Readings or Standard:
EPA Clearance Level of 5001f/ec
JPC:Iaj\067135\4313005\810
A WGERAGHTY
/-1'& NHLLER, INC.
)W Environmental Services
November 9, 1995
CA0186.030.001
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, California 92659-1768
Attention: Mr. John Douglas
Subject: Building 14 Pre -Demolition Certification
Former Ford Aeronutronic Facility
Newport Beach, California
Dear Mr. Douglas:
KOLL CONSTRUCTION
NOV 10 1995
At the request of the City of Newport Beach, Geraghty & Miller and Environmental
Management Services have conducted an inspection of Building 14 at the former Ford
Aeronutronic Facility, in Newport Beach, CA. Based on our inspection, we conclude that the
removal of regulated building materials and building decontamination have been completed
consistent with the FML Demolition Specifications dated October 25, 1994 Attached is the
Building 14 asbestos abatement clearance documentation which is a necessary prerequisite for
general building demolition.
Sincerely submitted,
James Hubbard
Project Engineer
`ch�ty�&r, In .
EvanNye 40sr
Vice President
Geraghty & Miller, Inc.
Concur:
Lyn�aethring�ton
Princip
'
Environmental Management Services/
Environmental Monitor for the City of Newport Beach
cc: Brian Bussa, Ford EQO, Dearborn, W John Douglas, City of Newport Beach, NB, CA
Dan Rogers, FNEDC, Anaheim, CA Jack Douglas, Kell Construction, Seal Beach, CA
Eric Pearson, FNMDC, Dearborn, M
G-.WROJECTTORDINEWPORT1CA0186.030WGENCY C1B14SIGN.DOC
100 N. Barranca Avenue, Suite 500 • West Covina, California 91791-1600 • (818) 332-8010 • FAX (818) 331-1224
0
KOLL CONSTRUCTION
NOV 10 1995
September 7, 1995
Mr. H.P. Singh
Geraghty & Miller
100 North Barranca, Suite 500
West Covina, California 91791-1600
Re: Ford Motor Land Site Demolition Project - Building Asbestos Abatement Clearance,
Building 14
Dear Mr. Singh:
All of the asbestos -containing materials, identified in the Hygienetics Environmental
Services, Inc., survey for Building #14, have been properly abated. The areas in the
building where asbestos abatement was completed were visually inspected by Hygienetics
prior to final air clearance testing, The results of final air clearance testing were below the
specified clearance criteria of 0.010 f/cc, as detailed in Section 02085, Part 3.17 "Final
Inspection and Testing" of the Project Manual for FML Site Demolition.
Building 14 may now be safely accessed by other trades to perform demolition activities.
All of the asbestos -containing materials in or on the building structure were properly
removed. However, there could be asbestos -containing pipes found in the ground
surrounding the building structure.
Should you have any questions regarding this letter, or require further information, please
feel free to contact us.
Sincerely,
H gienetics Environmental Services, Inc.
Jol n Carey
Project Manager
Certified Asbestos Consultant
Certification No. 93-1118
cc: Mr. Jack Douglas, Koll Construction
Mr. Ron Spencer, Aman Environmental
Mr. Jim Hubbard, Geraghty & 'Miller
mc::al\W95\4313W5\a14
ASBESTOS PROJECT FINAL APPROVAL CERTIFICATE
Project Name: BML Site Demolition Contract No.4313.,005
Address: 7 Ford Road
Newport Beach, California
Contractor: CST
Address: 21M Eact Via Burton Street
Anaheim, -California
Owner/Operator:Ford Motor Land
Address: 1 Parldane Boulevard, Suite 1500 E
Dearborn, Michigan
Consultant's Certification
The below consultant hereby certifies that he has conducted a visual inspection and -the following air tests inside
the asbestos project site and found the site to be acceptable and in compliance with the contract specifications
and applicable regulatory standards except as may be noted below.
Hygienetics Environmental' Services, Inc,
1920 East Warner Avenue, Suitt A
Santa Ana, California 92705
Inspector's Name: Sohn P. Carey, Jr. CAC #93-1115
Signature:
Date &'lime:
Comments: Buildine 14
Air Clearance Test Results
Sampk ID No.
Date Calketod
Analysis Method
Fiber Cdntaatratioa
(kn/a)
Ccnwueats
083095777.03
8/30/95
N10SH 7400 W
0.003
Pais
083095777.04
8/30195
NIOStd 7400 tA"
0,004
Pass
083095777•o5
8/30195
NIOS13 7400 tAt
0.002
Pass
BackStandard:
EPACnoo60.010 flee
JPC:IaJ\090795\4313005\l314
UP -DATE
Suspected kidnapper
headed to court today
to save program
■ Library trustees close their eyes to public input,
moving to write off valuable literacy program.
About a month ago, Kevin
Starr, the state hbrarian,
came to Newport Beach
and praised the city's lit-
eracy program as one of the best
in California.
A few weeks later, Newport's,
library trustees axed the innova-
tive program in almost total
secrecy.
The "special meeting" of the
library Board of Trustees on April
21— hastily called to decide how
to cut $110,000 from the library's
budget — complied with the pro-
visions in the Brown Act, but if
sure didn't follow the spirit of the
law. No one involved in the liter-
acy effort had a clue the program
was even in jeopardy, much less
doomed.
Literacy supporter and Trustee
Nancy Jones said she was so
dazed at her colleagues' lighten-
0 SEE LOBDELL PAGE 6
Environmental report
details development
of Loral housing site
A Removal of fluorescent
lighting, asbestos neces-
sary before construction of
500 homes can begin.
By Evan Henerson, Staff Writer
NEWPORT BEACH — After
two years of planning and testing
by Ford developers, residents of
Belcourt, Bay Ridge and sur-
rounding communities have a
picture of what will be built•on
the former Ford/Loral site on
Jamboree Road.
Ford Motor Land Development
Corp, and the city of Newport
Beach have released a draft envi-
ronmental impact report, or EIR,
for a proposed 500-home residen-
tial community on the site of the
former Loral Aeronutronic manu-
facturing plant. The 100-acre site
is located on Jamboree between
Ford and Bison roads.
Once public review of the EIR
is complete, Ford and its develop-
ers are hoping the project will
move forward quickly. If all goes
according to plan, the city Plan-
ning Commission will review the
EIR in June and City Council
review will follow in July. Project
officials expect residents to occu-
py the first homes in September,
1996.
As the project moves through
the review phase, Ford and con-
struction company officials will
meet with their future "neigh-
bors" to let them know what to
expect during demolition and
construction,
Several meetings have already
taken place and a May 13 open
house at the former Loral admm-
4stration building could draw as
many as 300 residents, according
to Hal Lynch, president of Recre-
■ SEE LORAL PAGE 6
TUESDAY, MAY 2, 1995
CITY art iN
Cuttin g liter
Tutors and students among those
a IDITOR'S NOi6 We asked readers theiriL
thoughts about the Newport Beach Library
Boardof Trustees' plan to shut down the liter-acy program Here are some of your responses
C'ntting the htpracy prnyutm wouldbe d terrible tried, We need to do more
to encourage people to use their poten-hdl, so that their literary ran help thembe aware of what'% going on aroundthem.
BETTY ORBAC1
Newport Beach
I wish to protest the threatened shut-
down of the literacy program dt the
library. I've been working in this pro-
gram for years and it doe~ d lot of good.
It's not lust for people outside Newport
Beach. Both of my students have been
hnm Newport Beach in the past few
years Sri it serves d great need rind I
hope that we, will be dhle to retain it.
DEAN REAVIE
Newport Beach
I have been d tutor for about 10
years and I didn't think wr re supposed
to lust service Newport Beach people,
Aren't we trying to help people all
over? 1 mean I've enjoyed the experl-
enre dnrd they've been happy, 1 don't
see dny reason to discontinue it
The Lteracy Center
RICH APPLEBY
Newport Beach
"ray and disapproval of
en regarding the liters
I believe we should continuing hav-
pnxgram has been out
ing d literacy program in the Newport
helped hundreds of st
Beach Library system So 1 don't think
dedicated volunteers
they should discontinue the bterdry
slowly and econumicall
piacpam.
abandoned for the pea
ROSSELLA BERSTEIN
dre involved in the sup
Newport Beach
gram is an evil thing to
ANNE
1 am totally shocked that they would
even consider disrontinuing the litmd-
cy program. I can't think of anything
I am a tutor and I am
more important. In fad, I have taken
wondertttl student It is
the tmimnq for the program and I'm
to see how far she has
just now ready to take no a student I
or seven months I hav,
can't think of anything more important
her It Is d very importa
that f could be doing for someone of the
the people who are le
city is a whole. Again, I am thunder-
and learning the English
struck that they would consider discon-
it's also important for is
tinning it,
opportunity to help thes
MAVIS O'BR1EN
H
Corond del Mar
N
I wish to -` %ter my complete chs- I 1 am involved in the idc
LORAL
CONTINUED FROM 1
Actions Group of Companies
development company.
"We're trying to be proactive,
to make the information as public
as possible," Lynch said during, an
interview at his Newport Center
offices Friday. "This project really
is an exciting opportunity."
The project will require the city
to pass a general plan amendment
and to rezone the land from indus-
trial to residential. Demolition of
the Loral buildings, which the
company vacated in February,
will require the removal of haz-
ardous material including
asbestos, fluorescent lighting and
mercury thermostats. Contami-
nated ground water and soil will
also have to be mitigated.
But site tests and environmen-
tal documents have indicated the
problem areas can be cleaned up,
say Ford officials. The EIR states
that "with the exception of rela-
tively minor traffic impacts, the
Prop
project will not result in
any significant will unpacts,
which cannot be mitigated to a
less than significant level."
The Orange County Health
Care Agency and the Regional
Newport Beacb/Costa Mesa Daily'Pilot
Water Quality Control board will
have jurisdiction over mitigation
of soil and ground water.
Considering that the location
was used to manufacture missiles
and guidance systems for 25
years, the necessary mitigation
will not be nearly as onerous as
Ford officials expected.
"We've done an extensive
amount of testing on the site,"
said Timothy Ridner, Ford devel-
opment and operations manager.
"I thought we'd find more than
we actually did find."
Once the project is complete,
Belcourt residents will see homes
which are — economically speak-
ing — very similar to their own.
The homes will likely sell from
$400,000 to as much as $5 million
or $6 million for custom lots.
To date, the city has received
no responses to the EIR. City Plan-
ner John Douglas said he could
not gauge community interest.
"We've been working on this
for over a year, cranking away in
our offices," Douglas said. "You
never know how much. public
interest there will be."
Copies of the EIR are available
at the Newport Beach Central
Library and at the city Planning
Department in City Hall. Written
comments, on the EIR should be
submitted to the city by June 1,
Newpo" Beat lilU,tia Meta Unity Pd,a
*TODAY
ESTATE PLANNING
Merrill Lyric h is hosting a com ll-
mentary Fstdte planning & Tax
tAdvantageci Investments Semi-
nar at 7 pm at its Conference
Center, 4695 MacArthur Court,
still(- 1500, Newport Beach.
Refreshments will be served
Space Is limited, reservations are
suggested Call John Welker at
955-6000 for details
RECREATION COMMISSION
The Newport Bear h parks,
Beaches and Recreation Com.
mission will meet at 7 p m. in
Council Chambers, 3300 New-
port Blvd
ALL A000T AROMATHERAPY
The public is invited to a free
noon program titled, "Aro-
moatherapy- in the Friends'
Meeting Room of the Newport
Beach Central Library. The pro-
gram will focus on the ancient
holistic art of using herbal oils as
a healing medium For more
information, call 717-3800.
*WEDNESDAY
MAP OF THE FUTURE
Kevin Reeds of 7Hmble Naviga-
tion will speak at the Newport
Harbor Area Chamber of Com-
merce Marine Division breakfast
meeting at the Bdlbod Bay Club.
Reeds Will discuss how eventually
electronic maps will enable any-
one to find their way anywhere in
the world. The meeting is open to
The Artists Association bl
Coastline Community Col-
lege hosts its loth annual All
Media Pine Arts Show, from
10 a.m. to 6 p.m., Friday at
Coastline's Newport Beach
Center, 2627 Vista Del Oro,
The show wiH continue Satur-
day, May 6 from 10 a.m. to 4
p.m. Artwork by former and
current students and faculty of
the college will be displayed.
There will also be a "bargain
room" where artwork will be
sale for under SSO. Admission
Is tree. For more Information,
call 7S1.9740.
BECOME MATH CONFIDENT
This two-part workshop at OCC
continues Wednesday, May 10, at
the same time - 5.30 to 7 30 P in
The free workshop is geared for
those who need to build skills in
math and is one of the college Re -
Entry Center classes designed to
help individuals who wish to
return to school after being away
for some time Call 432.5162.
NEWPORT-COLORFUL COAST
Rosalind Williams, executive
director of the Newport Beach
Conference and Visitors Bureau,
-uall i ak nn marknHnu the city
GENERAL NOTES:I 1UN,t'.LAIV
" GRADING „
... � �; FOR.
i 1.'' ALL:WORK SHALL CONFORM TO CHAPTER,15 OF'THE NEWPORT'BEACH
MUNICIPAL CODE (NBMC), THE, PROJECT SOILS REPORT AND, SPECIAL)
{ REQUIREMENTS OF THE PERMIT.:
2.DUST SHALL.BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.'
3. SANITARY FACILITIES SHALL BE MAINTAINED, ON.THE SITE DURING THE
CONSTRUCTION PERIOD. _ ,•. a:;',
'I 4, WORK HOURS ARE LIMITED FROM 7:00 A.M. TO 6:30 P.M. MONDAY THROUGH_ "
FRIDAY; 8:00 A.M. TO 6:00 P.M. SATURDAYS; AND NO WORK ON SUNDAYS ,
AND HOLIDAYS PER SECTION 10-28 OF THE-NBMC. 'EWP O RT: 1. E AC H CA
',: .•' .. v{ ..- :.. .� " .-.. _ -'- ... - _ ., _.. _,,1- t "i''''-'k"'- � A,. .. k�: big --.', }` .., - ,•i. .. 1 • -
5. NOISE, EXCAVATION; DELIVERY AND REMOVAL .SHALL BE CONTROLLED PER
SECTION 10-28 OF THE NBMC. s r
A.r
> NOTICE TO CONTRACTORS
6.`.'THESTAMPEbSETOFAPPROVEDPLANSSHALLBEONTHEJOBSITEATALL:. :`7,,..ANY-EXISTING IRRIGATION LINES�AND"CISTERNS,,SHALL•BEREMOV,ED-'OR.;,�I. ,•„ _f:`•, •Yw" - "_--•w_, --• _ ._ DRAW�NG INDEX -
CRUSHED IN PLACE AND BACKFILLED AND APPROVED,BY THE; SOILS ENGINEER = ,
TIMES,
" • - . ' ERGROUND UTILITIES 0R STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE s. }
A tLS ENGINEER SHALL 'AFT , CLEARING ;; .' , t, ALL�IND
7. "'PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND 8. THE ENGINEERINGGEOLOGfST Nb,50 SHOWN ON .•','I.';
_. , .
PROTECTING UTILITIES.. :. _AND PRIOR TO THE PLACEMENT OF F►LL IN CANYONS,, INSPECT EACH CANYON : } ; ;. ;,;: ; EXTENT: ,THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ' _ "- ` ;. SHEET NO: DESCRIPTION
ti•. "- : FOR AREAS OF ADVERSE STABILITY.AND_ OETERMINE ,THE.PRESENCE OF,
PURSUANTTHERETD, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR
F F T REACCUMUCATION OF :SUBSURFgtrE WA ER OR$PR1NG' is t ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES
APPROVED DRAINAGE PROVISIONS AND,PROTECTIVEMEASURES MUST BE `, „ POSSIBILITYO U U T ,,",
FL W. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIORTO'THE : ;._.NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON•THE PUBLIC RECORDS EXAMINED,'
USED TO PROTECT ADJOINING PROPERTIES pURiNG THE GRADING OPERATION 0 E S EXAMINED. THE
PLACEMENT OF FILL 1N EACH RESPECTIVE CANYON „r .; . • kOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORD TITLE SHEET '
- - ,, , _ ,' „I IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTEGE THE UTILITIES
9. ', CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH r.+};" , , UCTURESFOUNDATTHESIM. IT SHALL'- •; -SECURITY. AND FENCING PLAN
T' 8 .,:. THE EXACT LOCATTON OF 7HE SUBDRAINS SHALL BE SURVEYED IN TFIE FIELD r:" i,pRSTRUCTURE$SHOWNAND.ANYOTHERUTIUTIESORSTR C 2
THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. BE' •THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES .DR -
t FOR LINE AND GRADE. ' :'t n . . ,;: .' L. .
"'": y,:,:; :.gam
;... x'.,
ES CONCERNED BEFORE STARTING WORK` , '- C-3 TEMPORARY GRADMGAND EROSION CONTROL PLAN
1 HA ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY
0 HAUL O R L, 4.. r..-. EPLA
HOUTTO A MINIMUM OF... - , ,. ,.. ,. "� C-4 I•
,t THE CITY TRAFFIC ENGINEER -AND PROCEDURES SHALL CONFORM WITH 10. .ALL TRENCHBACKEILLSSHALLBECOMPAGTEDTHROUG : 7tiEEXiSTENCEANDLOCATIONOFANYUNDERGROUNDU7ILITYPIPESORSTRUCTURESSHOWNON
90 PERCENT RELATIVE'COMPACTION; AND APPROVED BY THE SOILS ENGINEER.. • ::"' ." TO THE. BEST OF OUR PIL rt STOCK
CHAPTER 15 OF THE NBMC. p THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS
KN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS'. THE
a . , ,THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETFI AT E WORK' ., OWLEDGETHERE ARE. NO
11. POSITIVE DRAINAGE SHALL BE MAINTAINED`AWAY FROM ALL, BUILDING AND
PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING' CONTRACTOR IS.REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTTHE UTILITIES
SLOPE AREAS.
'. ''-: St�WN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS,
AP OVER' v,TH cTY. , , . , ,_". <..: SUMMARY ESTIMATED ,
11. ° THE STOCKPILtNCa_OF EXCESS MATERIAL SHALL 8E - ,�RB. EI : ° _ -
1-. , •• ALL CONTRALTO S AND SUBCONTRACTORS PER WpRK SHQWN ON OR RELATED TO THESE
12: FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION GRADING ENGINEER:. ,, `. "" "'
R
ti
SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
_ D
CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALLRESULT, IN _ - ' ' t ; PLACE TO WORK AND THE PUIBU P S PROTECTED. ALL CONTRACTORS -AND SUBCONTRACTORS
..
- •.; -. � EARTHWORK QUANTITIES •
FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 12.- '.11\NDSCAPING OF ALL.SLOPES AND ,PADS SHALL: BE IN ACCOROANCErWiTH" -' . 7, i SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATION- OF THE U.S.' ]' . ; " ,
CHAPTER 15 OF THE NBMC. '• DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL FOR PERMIT PURPOSES ONLY
.'. q
' ° R TioNs.^CONSTRUCTK)N SAFETYORDERS.�--.:: _., UNADJUSTED VOLUMES
t
• "> ': -13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND F1A , ;
- 1 " 13. , -:' ALL CUT SLOPES BE.INVESTIGATEP BOTH DURING AND AFTER GRADING
EITHER ASTM 2751, ASTM D1527; ASTM D3034 OR ASTM D 785 , .. - .-
I- ' Y ENGINEERING GEOLOGIST T .D.ETERMI E IF ANY ISTABILITY:'PROBLEM THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAYfOR THE CONTRACTORS' AND SUB
-
BY AN O a
ANY G COGlGAG HA7ARD5 OR CONTRACTORS' COMPLIANCE WITH THE"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF +` 1'. i CUT FILL
14. NO PAINT PLASTER, CEMENT SOIL' MORTAR OR OTHER RESIDUE.SHALL BE EXISTS. SHOULD. EXCAVATlON.DISGLOSE EO _
T 1 A -HAZARDS .THE ENGINEERING`GEOLi1G1ST SHAL.1``:=; `, r THEU.S. DEPARTMENT OrLABOR ORWITH THE STATE OFCALIFORNIA DEPARTMENT OFINDUSTRIF�
ALLOWED'TO ENTER, STREETS, CURBS, GUTTERS OR.STORM DR AINS.:,'ALL < ,- POTENTIAL GEOLOG C L
I .:GRADING RELATIONS,^CONSTRUCTIOtJSAFETYORDERS." -- BUILDING PAD5 10,376 C.Y' , , 5,170 C.Y_: .
MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE: NBMC 17.32.020 ,`_RECOMMEND AND SUBMIT' NECESSARY.TREAT.MENT_ -TREATMENT-TO THE C TY a „_ -
:"
FOR APPROVAL
ENGINEERO SIBlUTY
- _ - -� < • i ; � �--<'. #" • "CONTRACTOR FURTHER AGREES SHALL ASSUMES AND COMPLETE RESPON '
r , •. ''' _ - -... _ .. ' ' +' FOOTINGS/BASEMENTS--r—T _--- . - :10,385 C.Y:.�,
15 .,' --THE. GRADING INSPECTOR IS TO BE CONTACTED TO SCHEDULE A SITE PRE = "-"i ""`; "`' "`" ' FOR JOB SITEOONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
=9,tt :14: INHERE-SUPPORT'OR.:BUTTRESSING OF,CUT_'AND NATURAL>,$LOPESJS g
GRADING MEETING 48-HOURS PRIOR TO START OF GRADING. 'SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS. RE_ QUIREMENT SHALL-APPLYCONTIN000 LY .` "10 370 G.Y.- 15 555 C.Y.'-
_ 5 3 S D THAT THE CONTRACTOR SHALL DEFEND. ' DETERMINED TO BE NECESSARY BY,THE ENGINEERING GEOLOGIST AND SOIL :AND'NOTBE LIMITED TO NORMAL WORKIN HOUR , AN TOTALS
P VAL OF DESIGN LOCATION - - , .
r`... ENGINEER, THE SOILS ENGINEER WILL OBTAIN.AP RO INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY; - 10,370 C.Y.`
16. SEE "PROJECT MANUAL, FMCSITE DEMOLITION" DATED OCTOBER 25,-1994 FOR ; 'a , .'v
3 AND CALCULATIONS.. FROM THE ,CITY GRADING: ENGINEER 'PRIOR. TO' ,,.; :- .,-; -REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK"ON TH1S PROJECT,:;
'SPECIFICS OF NOISE DUST AND VIBRATION MONITORING. SEE PAGE iX "NOISE,:: .. -- _
^'1 '" =' r aY EXCEPTING FO -LIABILITY-ARISING FROM THE SOLE NEGLIGENCE OF;.THE,OWNER OR THE'
:' Ili 10T AAIM VIDDATInKI \AnKIIYnDlki _" CCl+TI/lAl MGCl1 ^'fCAAD�ID ADV !`(1AfTDl1F C". _ - Lt -. '-, CONSTRUCTION. ?.�? - :: `-�_1 �'„ •' �„ '' • ... _..._,- � ,.r „�cp EXCEP _ R .. - _. . �-.-........ , .. - - .
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WEARE SENDING YOU:— 9 Attached
❑ Prints ❑ Shop drawings
❑ Change order g Copy of letter
CONSTRUCTION
LETTER OF TRANSMITTAL
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❑ under separate cover via _
Plans CK Specifications
the following items:
❑ Samples
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X for approval ❑ Approved as submitted
❑ for your use ❑ Approved as noted
J, As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE
REMARKS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
19 ❑ PRINTS RETURNED AFTER LOAN TO US
COPYTO 30441A DQUOL&S- C-N53-kfAtild" DEPt-
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if enclosures are not as noted kindly notify us at once.
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,- [0- PACIFIC SOILS ENGINEERING, INC.
3002 DOW AVENUE, SUITE 514, TUSTIN, CALIFORNIA 92680
TELEPHONE: (714) 730.2122, FAX: (714) 730-5191
KOLL CONSTRUCTION
3020 Old Ranch Parkway
Suite 250 March 13 1995
Seal Beach, CA 90740-2751 Work Order 500250
Attention: Mr. Jack Douglas
Subject: Geotechnical Review of Demolition Plan for F.M.L.
Site, 2300 Jamboree Road, City of Newport Beach, California
Reference: Preliminary Geotechnical Investigation, Former Ford Aeronutronic Facility,
City of Newport Beach, County of Orange, California by Pacific Soils
Engineering, Inc., dated January 11, 1994 (W.O.500250)
Gentlemen:
Pacific Soils Engineering, Inc., has reviewed the Demolition Plan for the F.M.L. Site, 2300
Jamboree Road, City of Newport Beach, California, dated March 10, 1995, and prepared by
Williamson and Schmid. The plan consists of four sheets, C-i through C-4. Sheet C-i is a title
sheet with general construction notes. Sheet C-2 shows the design for security and fencing.
Sheet C-3 is the temporary erosion control plans and sheet C-4 is the stockpile plan.
The plans are suitable for their intended use from a geotechnical viewpoint provided that the
recommendations presented in the reference report are adhered to during site demolition. The
general notes that relate to geotechnical issues are appropriate and consistent with the referenced
report and should be adhered to during site demolition. All foundation systems and associated
existing artificial fills will require total removal and replacement with compacted fill per project
standards during site demolition. Additionally, all utilities to be abandoned and associated
artificial fills will require total removal and replacement with compacted fill per project
standards. All excavations should conform with Cal -OSHA safety standards.
CORPORATE HEADQUARTERS LOS ANGELES COUNTY RIVERSIDE COUNTY
TEL: (714) 220.0770 TEL• (213) 325.7272 or 775.6771 TEL: (714) 358-0154
FAX: (714)220.9589 FAX:(213) 325.8854 FAX: (714) 358.0592
SAN DIEGO COUNTY
TEL: (619) 560.1713
FAX: (619) 560-0380
F
Work Order 500250
March 13, 1995
If you have any questions regarding the above, please contact the undersigned.
Respectfully submitted,
SOILS ENGINEERING, INC.
"'�j eg�
DEAN C.
Vice Preside tt5%G�
�No.
EXP-
RALPH . RABUS,
Geotechnical Engineer
GE 2222
Dist: (2) Addressee
(5) Williamson and Schmid, Attn: George Madsen
3-For Submittal to City of Newport Beach
(1) Adams -Streeter Civil Engineers - Attn: Mr. Stephen Volk
(1) RGC, Attn: Mr. Pat Brown
DCA:RWR/rd-12
Page 2
.. �:
e rrr
PACIFIC SCILB ENGINEERING, INC.
CONSTRUCTION
To: Bid Documentation File
From: KOLL CONSTRUCTION
Date: 1I-23-94
Page 1 of 1
Attention: DOCUMENTATION• Bid Onto: 200EC94 Time: 12:00 PST
Project•: FML SITE DEMOLITION ID:-Ooc--60000
Location: NEWPORT BEACH CA
Estimator: JACK DOUGLAS Phone: 310-594-5577 Fax: 310-799-8337
BID BATE..........................BID BATE IS DECEMBER 20, 1994
THIS ADDENDUM IS BEING FAXED TO PRIME CONTRACTORS ONLY....PLEASE COMMUNICATE
DIRECTLY WITH YOUR SUBCONTRACTORS.
THIS ADDENDUM ONE CONSISTS OF SIX (6) PAGES PLUS THIS. COVER PAGE FOR A TOTAL
OF SEVEN (7) PAGES: PLEASE INDICATE YOUR RECEIPT OF THIS ADDENDUM ON YOUR
BID.
3020 OLD RANCH PARKWAY SUITE 250 SEAL BEACH CA 90740-2751
11
1.0
2.0
FML. SHE DEMOLITION
Newport Beach, California
Revised Bid Date
1.1 Reference page i of Instructions to Bidders:
Bid Date: Tuesday
December 20, 1994
3:00 PM Eastern Standard Time
(12:00 NOON Pacific Standard Time)
1.2 Reference page ii of Instructions to Bidders:
Bids may be sent via telephone facsimile to arrive prior to the bid time noted
above but must be confirmed by original signed bid documents post marked no
later than December 20, 1994.
Revised Pre -Approved Bidders
2.1 Reference Attachment W-1:
Add the following firm to list of Prime Contractors:
Best Group, Inc.
Attn: Charles G. Mardigian
601 Beaufait Avenue
Detroit, MI 48207
Tel: 3131259-3900
Fax: 3131259-9069
2.2 Reference Attachment W-2:
Delete Best Group, Inc. from List of Subcontractors.
November 23,1994 AcldertiomOm
Page 1
FML SITE DEMOIMON
Newport Beach, California
ADDENDUM ONE
6.3 Reference 3.5/A, Vibration Control:
Ground Vibration will be monitored daily on -site by the Contractor and
monitoring records shall be submitted to the Construction Manager on a
monthly basis. Daily monitoring records are subject to daily review by
the Construction Manager.
7.0 Revisions to Specification Section #01600 - Waste Management
7.1 Reference 1.8/A Scheduling:
Delete "GENERAL CONTRACTORS" and insert "CONTRACTOR'S" in
the second line of this paragraph.
8.0 Revisions to Specification Section #01620 - Decontamination Procedures
8.1 Reference 1.8/A Scheduling:
Delete 'GENERAL CONTRACTORS" and insert "CONTRACTOR'S" in
the second line of this paragraph.
9.0 Revisions to Specification Section #02061- Piping Decommissioning
9.1 Reference 1.7/A Scheduling:
Delete "GENERAL Contractors" and insert 'CONTRACTOR'S" in the
second line of this paragraph.
10.0 Revisions to Specification Section #02062 - Clarifier Removal
10.1 Reference 1.8/A Scheduling:
Delete "GENERAL CONTRACTORS" and insert "CONTRACTOR'S" in
the second line of this paragraph.
11.0 Revisions to Specification Section #02080 - Hazardous Material Abatement
11.1 Reference 1.6/A Scheduling:
Delete "GENERAL Contractors" and insert "CONTRACTOR'S" in the
second line of this paragraph.
November 23,1994 Addarkm 0m
Page 4
FML SHE DEMOLITION
Newport Beach, California
ADDENDUM ONE
12.0 Revisions to Specification Section #02082 - Regulated Building Materials
Abatement
12.1 Reference 1.7/A Scheduling:
Delete 'GENERAL CONTRACTORS" and insert 'CONTRACTOR'S" in
the second line of this paragraph.
13.0 Revisions to Specification Section #02083 - Hydraulic Elevator Decommissioning
13.1 Reference 1.81A Scheduling:
Delete "GENERAL CONTRACTORS" and insert "CONTRACTOR'S" in
the second line of this paragraph.
14.0 Revisions to Specification Section #02084 - Recycling of Chlorofluorocarbons
(CFC's)
14.1 Reference 1.8/A Scheduling:
Delete "GENERAL CONTRACTORS" and insert "CONTRACTOR'S' in
the second line of this paragraph.
15.0 Modifications to Ford Motor Company; Sales Agreement
15.1 Reference sample document at end of Specification Section #02090 -
Recycling/Resale of Materials:
The following language willbe added to the face of the Sales Agreement:
'Ir 114 J•• 1 "I •" • •• JJ •'
Y. 'J 1 'J I11 • " • • 11 I • I I 1 • 1
`J III J II �1 Y 1 1:" Till T To IY. M I I 1 I I J
_J �'J 11 •'J ' 1 1 11 Y. • J1 1 1 "I JII
• JI 1 1 Y. 1 II •
Attachment I is enclosed to this Addendum.
November 23,1994 AddwdumOrn
Page 5
FML SITE DEMOLHION
Newport Beach, California
ADDENDUM ONE
16.0 Revisions to Specification Section #02200 - Earthwork and Storm Drainage
16.1 Reference 1.7IA Scheduling:
Delete 'General Contractor's' andinsert'Contractor's' inthe secondline
of this paragraph.
17.0 Revisions to Specification Section #02900 - Landscaping
17.1 Reference 1.51A; Guarantees and Replacements:
Modify the first sentence to read as follows:
Relocated existing specimen trees: All trees that are boxed shall be
guaranteed to be actively growing and healthy for a period of one year
after replanting.
17.2 Reference 3.1113; Relocating Existing Specimen Trees/Boxing:
Add the following language to Item B/5:
Contractor shall provide appropriate shoring of all excavations in
accordance with CAL -OSHA requirements. In addition, Contractor shall
provide a chainlink fence barricade around all open excavations during
the 90 to 120 day root healing period. Access to trees for maintenance
purposes must be provided.
18.0 A list of firms which attended the November 17,1994 Site Tour is included with
this Addendum.
19.0 A complete copy of the Asbestos Survey is located in the East Gate Guard House
for reviewing purposes; additional copies can be purchased form Consolidated
Reprographics.
20.0 Loral Aeronutronic will be auctioning off several items currently on -site. The
auction will be held in January, 1995 and a list of items is included with this
Addendum.
20.0 The cut-off date for Contractor submittal of written questions shall be:
Monday '
December 12, 1994
5:00 PM Pacific Standard Time
November 23,1994 Addwd mOne
Page 6
To: Bid Oorumentation File From: KOLL CONSTRUCTION 12-13-94 3:29pm p. 1 of 1
CONSTRUCTION
To: Bid Documentation File
From: KULL CONSTRUCTION
Attention: DOCUMENTATION
Project: FML SITE DEMOLITION
Location: NEWPORT BEACH CA
P o
I
Date: 12-13-94
Page 1 of 1
Bid Date: 20BEC94 Time: 12:00 PST
ID: -Doc--00000
Estimator: JACK DOUGLAS Phone: 310-594-5577 Fax: 310-799-8337
BID DATE REMAINS UNCHANGED..... BID DATE IS DECEMBER 20, 1994
THIS ADDENDUM IS BEING FAXED TO PRIME CONTRACTORS ONLY... PLEASE COMMUNICATE
DIRECTLY WITH YOUR SUBCONTRACTORS.
THIS ADDENDUM TWO CONSISTS OF SIX (61 PAGES PLUS THIS COVER PAGE FOR A TOTAL
OF SEVEN (7) PAGES; PLEASE INDICATE YOUR RECEIPT OF THIS ADDENDUM ON YOUR
BID.
3020 OLD RANCH PARKWAY SUITE 250 SEAL BEACH CA 90740-2751
FML S1TE DEMOLITION
Newport Beach, California
1.0 Cesspool Removal
1.1 Reference attached Figure 1, "ATC Boring and Piezometer Locations":
Located outside of Building 11 are (2) cinder block lined cesspools.
Approximately 20 feet to the east of Building 11, is located one of the cesspools.
The Contractor shall provide the necessary materials, equipment and labor for
complete removal of the sub -surface cesspool. The Contractor shall, as required,
over excavate the extent of the cesspool and completely remove all of the walls
and floor of the cesspool. The Contractor shall provide clean backfill from
import or from excess on another part of the site for proper backfilling per
Section 02200.
The second cesspool is located near the north end of the east parking lot, off of
the north east corner of the machine shop building. This cesspool has been
abandoned and pumped full of concrete slurry. The Contractor shall provide the
necessary materials, equipment and labor for complete removal of the cesspool.
The Contractor shall, as required, over excavate the extent of the cesspool and
completely remove all of the walls, floor and any slurry material from the
previous abandonment of the cesspool. The Contractor shall provide clean
backfill from import or from excess on another part of the site for proper
backfilling per Section 02200.
hi the event that contaminated soils are encountered associated with the
cesspools, the Contractor shall provide impacted soil removal, backfill and
compaction, in excess of the basic removal of the cesspools at unit pricing costs.
The cinder block and slurry material that is removed from the cesspools shall be
stockpiled by the Contractor separately from general building debris. The
Environmental Consultant will sample the block and slurry materials and
disposition of it depends on the results of analysis. The Contractor shall be
responsible for the handling of the excavated materials as either general concrete
debris or as hazardous waste until it is loaded by the Contractor on the
appropriate Owner supplied transportation for disposal of Contractor supplied
transportation for recycling.
December 12,1994 AddeadumnTwo
Page 1
ME SHE DEMOLITION
Newport Beach, California
ADDENDUM TWO
1.2 Existing Cesspool Construction:
The construction consists of a hole, approximately 17 feet deep, approximately
3.5 feet in diameter, lined with standard cinder blocks, without any mortar or
joint material between the individual blocks. Included in the total depth is a
metal 6 inch diameter riser which extends from approximately 6 inches above
ground surface down to approximately 2.5 feet below ground surface where it
ties into the 3.5 foot diameter section of the cesspool. The construction of the
floor of the cesspool is the native soil.
2.0 Storm Drain Clarifications
Reference Storm Drain Improvements Plans prepared by Adams -Streeter Civil
Engineers, Inc. and included with the Original Bid Package:
2.1 For clarification, storm drains to be built to serve the rough graded site are those
portions shown with an adjacent construction note (construction notes 80
through 94). Other portions of future storm drain which are not a part of this
plan are shown for reference only (see erosion control plans for further
clarification of extent of storm drain).
2.2 For finished depth of storm drains, all storm drains will have approximately 6
to 8 feet of cover to finished surface, except Line B (sheets 3 and 4 of 10), which
will have approximately 10 feet of cover over storm drain to finish surface.
2.3 On sheet 4 of 10, construction of storm drain callout should be deleted for the
approximately 210 feet from End of Construction callout fronting lot 165,
northerly to the terminus of storm drain fronting lot 163.
2.4 On sheet 8 of 10, Lin B-14 the actual Bed Construction should be
approximately 20 feet easterly than shown, which is "off -site' from the project
boundary.
3.0 Rough Grading and Erosion Control Clarifications
Reference Rough Grading Plan (sheet 1 of 9 through 7 of 9) and Erosion Control Plan
(sheet 8 of 9 and 9 of 9), both prepared by Adams -Streeter Civil Engineers, Inc. and
included with the Original Bid Package.
r• "a
AddaxkuaTwo
Page 2
FML SUE DEM01MON
Newport Beach, California
ADDENDUM TWO
3.1 For the Engineer's Estimate of Earthwork Quantities sheet 1 of 9, item #11,
B W in& Concrete Reprocessing, the estimated quantity has been revised to
30,000 cubic yards in lieu of 100,000 cubic yards, per revised estimate by
Williamson and Schmid.
3.2 On the Erosion Control Plan, sheet 8 of 9, there should be a construction note
M24 awtat112" P.V.C. drain pipe) on the desilting basin outlet pipes at desilting
basins located in the northeast corners of lots 222 and 226. The outlet pipe from
the lot 226 desilting basin will tie into an existing catch basin at that location.
3.3 On the Erosion Control Plan, sheet 9 of 9, the desilting basin shown on the site
entry road (approximately 150 feet north of Ford Road), should be relocated
westerly approximately 70 feet to tie into the proposed catch basin lateral stub
at that location.
4.0 Response to questions from bidders:
4.1 Additional Subcontractors will _nQt be added to the 'Pre -approved List of
Subcontractors". Prime Contractors are encouraged to submit alternate pricing
from Subcontractors not indicated as 'pre -approved'. Owner may elect to
accept alternate pricing contingent upon the qualifications of the proposed
Subcontractor. Base Bid mustinclude Subcontractor pricing from firms indicated
on the "Pre -approved List of Subcontractors"; EXCEPT for storm drain related
work.
4.2 Depth of the storm drain piping is addressed in section 2.0 of this Addendum.
4.3 The trees listed in specification section 02900, page 6, paragraph 3.111) and
indicated on the Specimen Tree Preservation Plan are the only trees to be boxed
and moved for the Owner. The Specimen Tree Preservation Plan also indicates
areas where existing trees are to be protected in place.
4A The asphalt access roads at the entry points are to be protected in place in
accordance with sheet C-1, Security and Fencing Plan prepared by Williamson
and Schmid.
4.5 All existing underground utilities will be removed prior to rough grading.
December 12,1994 AddendumTwo
Page 3
FML SITE DEMOLITION
Newport Beach, California
ADDENDUM TWO
4.6 The following landscaping Subcontractors have been pre -approved to perform
work on this project:
The Landscape Center
Mark Barrett
9091949-4269
Tracy & Ryder
Jim Tracy
714/858-7002
Valley Crest Tree Co.
John Motte
818/899-1100
4.7 The sewer line will need to be de -contaminated to the project property line if
it is found to be contaminated to that extent.
4.8 The cost of hazardous materials removal relating to site utilities exclusively, and
not to any particular building, should be included with other costs associated
with site utility demolition and indicated on the Bid Sheet in the line noted
"Underground Demolition". The Owner reserves the right to request additional
cost breakdown information prior to award.
4.9 The Contractor shall containerize, transport, and recycle all hydraulic fluid in
accordance with Specification Section 02083/3.2.2/A and include all associated
costs in the Base Bid.
4.10 Non -asbestos containing roofing material shall be removed and disposed of as
construction debris in accordance with Specification Section 02060, Building
Demolition.
4.11 The nitrogen tanks, both liquid and gas, will be removed by the Owner's
vendor, Air -Products, all associated piping shall be removed by the Prime
Contractor.
4.12 The thermal storage, eutectic salt ("salt tanks underground") are located in Phase
11 and have been de -commissioned. The tanks were accessible and reviewed
during the November 17,1994 Site Tour. Plans are available for review only by
contacting the Construction Manager.
December 12,1994 AddaxbanTwo
Page 4
FML SrM DEMOIHION
Newport Beach, California
ADDENDUM TWO
4.13 Contractor is responsible for all rinsate water storage. All rinsate water shall be
handled in accordance with specification section 01600, Waste Management.
4.14 The Prime Contractor will accept the respons1ility of maintaining fire protection
for all buildings in accordance with direction from the City of Newport Beach
Fire Department. This will require the on -going maintenance and repair, if
necessary, of the existing underground fire line unless alternative methods of
fire protection are submitted to and approved by the City of Newport Beach Fire
Department.
4.15 Prime Contractor shall assume over -excavation and recompaction of site in
accordance with Note 3 of Sheet 1 of the Rough Grading Plan prepared by
Adams -Streeter Civil Engineers.
December 12,1994 Adders umTwo
Page 5
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ECONSTRUCTION
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To: Bid Documentation File
From: KOLL CONSTRUCTION
Attention: DOCUMENTATION
Date: 12-16-94
Page 1 of 1
Bid Date: 20BEC94 Time: 12:00 PST
Project: FML SITE DEMOLITION ID: -Doc--00000
Location: NEWPORT BEACH CA
Estimator: JACK DOUGLAS Phone: 310-594-5577 Fax: 310-799-8337
*BID DATE IS UNCHANGED; BIOS DUE TUESDAY, DECEMBER 20, 1994.E
ADDENDUM THREEx*FML SITE DEMOLITION*******DECEMBER 16, 1994*-
1.0 Bidders please be advised that recent investiyyation at the site
indicates that existing underground sewer and/or storm drain lines are
impacted by tree roots. Any required clearing of roots or other debris
necessary to properly clean these lines in accordance with Specificatio
Section 2061 or for use of existing systems by Contractor shall be at
Prime Contractor's expense and included in the Base Bid.
2.0 Base Bid shall include replanting of all specimen trees on the Project
site as directed by the Construction Manager. Tree planting must be
coordinated with rough grading and some trees will not be replanted
until rough grading is complete. Please provide alternate Pricing on a
per tree. Per month basis to maintain trees in boxes through
June 30, 1996.
3020 OLD RANCH PARKWAY SUITE 250 SEAL BEACH CA 90740-2751
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
REMEDIATION AND DEMOLITION CONTRACTORS
NOISE, DUST AND VIBRATION
MONITORING PROGRAM
forthe
FML Site Demolition
2300 Jamboree Road
Newport Beach, California 92660
Prepared for:
Ford Motor Land Services Corporation
One Parkland Boulevard
Suite 1500 East
Dearborn, Michigan 48126
Submitted to:
Ford Motor Land Services Corporation
and
Koll Construction Inc.
Prepared by:
Dames 8, Moore
and
Aman Environmental Construction Inc.
614 East Edna Place
Covina, California 91723
March 15,1995
I A
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
REMEDIATION AND DEMOLITION CONTRACTORS
TABLE OF CONTENTS
Section
1.0 Program Description
2.0 Fugitive Dust Monitoring
2.1 Wind Frequency Distribution
2.2 Sampling
2.3 Analysis
3.0 Noise and Vibration Monitoring
3.1 Capabilities
3.2 Noise and Vibration Program
3.3 Equipment Specifications
4.0 Quality Assurance
4.1 Calibrations
A. Dust
B. Noise and Vibration
4.2 Laboratory Analysis for Dust Monitoring
4.3 Performance Audits for Dust Monitoring
5.0 Monitoring Reporting
Figures
Figure 1 Project Facilities Map
Figure 2 Wind Frequency Distribution Plot
EL
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
RfMRDIATION AND DUMOUTION CONTRACTORS
FML Site Demolition
Monitoring Plan
g,Q PROGRAM DESCRIPTION
A noise, dust and vibration program will be implemented during demolition activities at the
former Ford Aeronutronic facility in Newport Beach. Three monitoring stations will be installed
on the perimeter of the project site and operated during working hours throughout the duration
of the project.
A project facilities map is shown in Figure 1 depicting the property boundary around the site.
Residential areas are situated adjacent to the site on the southwest (Belcourt Hill), north and
northeast (Bayridge and Belcourt), and to the east (Belcourt). To ensure that dust impacts to
the community do not occur, the monitoring stations will be located on the southwest, north-
northeast, and eastern property boundaries. Noise and Vibration will also be monitored during
normal working hours in close proximity to the dust monitoring units.
2.4. FI GITIVF nuST MONITORIN
2.1 Wind Frequency Distribution
A wind frequency distribution plot (wind rose) for the Newport Beach area is shown in Figure 2.
This plot is based on the South Coast Air Quality Management District (SCAQMD)
meteorological data for daylight hours during the base reference year (1981). As shown, the
winds blow predominantly from the southwest quadrant the majority of the time, although winds
from the northeast occur approximately 10 percent of the time. Because of the proximity of
SCAQMD monitoring stations and Orange County's John Wayne Airport, representative
meteorological date will be available if needed during the dust monitoring program.
2.2 Sampling
Sampling for total suspended particulate (TSP) matter will be conducted in accordance with the
EPA referenced method found in 40CRF50, Appendix B. The high volume samplers that will be
used for this program are Graseby Andersen Model SAUV 2360 flow -controlled hi-vols with 7-
day mechanical timers and elapsed time indicators. These samplers meet all equipment
specifications for the reference method.
As previously mentioned, the TSP samplers will generally be located withing the property fence
line on the northern, southern and eastern property boundaries. Each sampler requires 110
VAC, which may be provided through the use of portable generators. If generators are utilized,
they will be situated approximately 100 feet from the sampler in the direction of least wind
performance (downwind).
The hi-vol samplers are free-standing shelters with air inlets close to the breathing zone
approximately 4 feet above ground. They will be sited as far away from buildings and trees as
EL
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
REMEDIATION AND DEMOLITION CONTRACTORS
FML Site Demolition
Monitoring Plan
feasible following TSP siting guidelines. Such criteria includes placement at least 25 meters
from roadways, a distance from buildings or other obstacles that is twice the height of the
obstacle, and in a location where there is unrestricted airflow in a minimum of a 270 degree arc
around the sampler.
Dust samples are collected on 8-inch x 10-inch glass fiber filters. The filters are placed in
removable fitter holder assemblies so that actual filter handling may take place in the laboratory
or other controlled environment. Prior to each day's demolition activities, the pre -weighed filters
will be placed in each sampler and the starting time on the elapsed time indicator will be noted.
The sampler will be turned on, warmed up for five minutes, and the flow rate adjusted to
approximately 40 cubic feet per minute using the sampler's calibration curve and the initial
rotameter setting recorded on the data sheet. At the conclusion of sampling at the end of the
day, the final flow rate rotameter reading will be recorded, as well as the final elapsed time
Indicator reading when the unit is turned off. The filter holder will be covered, removed from the
unit, and transferred to the laboratory for sample recovery. During sample recovery, the filters
are folded in half, sample sides together, to avoid any sample loss.
2.3 Analysis
The glass fiber filters are uniquely numbered and the weight gain for each sample is determined
from weighing the filter before and after sampling. Filters are desiccated for at least 24 hours
prior to weighing, both for take weights and final sample weights. All weights will be determined
to the nearest 0.1 milligram on an analytical balance in Dames & Moore's laboratory in Santa
Ana, California. The Sartorius analytical balance is equipped with a an extra large weighing
chamber and special filter support pan as required to weight hi-vol filters.
,U NOISE AND VIBRATION MONITORING
3.1 Capabilities
Noise and Vibration will be monitored using the GeoSonics SSU 2000DK Seismograph. The
seismographs will measure both vibration and noise levels created by the demolition and
grading activities. This seismograph measures four components, a three -axis transducer for
ground motion plus a fourth channel for the measurement of sound. The 2000DK possesses
three recording modes, trigger, continuous monitor and A -weighted sound. The unit houses a
3.5 inch internal disk drive which stores recordings for future analysis. A weather proof
"pelican"case seals the unit from environmental elements.
3.2 Noise and Vibration Program
Three units will be placed in three strategic locations in closed proximity of the dust monitoring
equipment. In a continuous monitor mode, the SSU 2000DK will record the peak ground
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
REMEDIATION AND DEMOLITION CONTRACTORS
FML Site Demolition
Monitoring Plan
vibration and noise levels every 60 seconds. This data will be stored as a hard copy record on
the internal thermal paper, or on the internal disk drive system. Storage intervals can be
programmed at 5 minute increments ranging from 1 to 228 intervals.
Aman will set each unit several days before the beginning of demolition to gather ambient, or
background, levels for both vibration and noise. Each unit has an internal clock system that
allows alarm programming for wake and sleep monitoring scheduling. During the demolition
activities, each unit will record from 7:30 a.m. to 3:30 p.m. weekdays. At the end of every day or
after 11 days, the internal 3.5" disk will be retrieved from each monitor and brought back to the
office computer for storage, print out and review or the days recording levels. All day's recorded
files contain the following information; date, time, machine serial number, name of project,
seismograph location, distance to source, name of operator, vibration maximum level PPV
In/sec., noise level in both decibels and psi. One recording disk will store up to 11 days of
continuous monitor records. All printouts are in an 8.5" x 11" format for easy report compilation.
3.3 Equipment Specifications
SS i 2000DK Seismograph
Triggered Mode
i mic
Trigger Level:
Programmable in steps 0.1 in/sec from .02 to 1.27 in/sec
Resolution:
.01 in/sec
Measuring Range:
10 in/see (6 in/sec below 20Hz); 5 auto -range scales
Frequency Range:
2 - 200 Hz (+/- 3 %)
Sample Rate:
1000, 500, or 33 per second
Recording Time:
5, 10, or 15 seconds
Pratrigger Data:
.5, 1, or 1.5 seconds
Internal Memory:
1 full waveform and 20 summary events
Internal
Calibration:
Dynamic response of geophone
Sound
Trigger Level 106 -140 dB
Measuring Range 106 -142 dB linear
Frequency Range: 2 - 200 Hz (-3 dB points) linear
Internal
Calibration: Electronic calibrated pulse is injected at microphone element
through all amplifiers and components
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
RSMSDIATION AND DEMOLITION CONTRACTORS
FML Site Demolition
Monitoring Plan
Continuous Mode
Seismic
Printout: Highest peak particle velocity in/see which occurs during each one
minute period
Ranges: 1.28, 2.56, 5.12, 10.24 in/sec
Resolution: .01 in/sec
Sound
Printout: Maximum over pressure which occurs during each on minute
Period
Resolution: 1 dB at 112 dB and above
"A" Weighted Sound Monitor
Printout: Highest "A" weighted slow response SPL in dB which occurs
during each one minute period
Measuring Range: 50 -101 dB
Resolution: • 2 dB
Frequency Response: ANSI Type 2, "A' weighted
In a 5 second recording mode, machine will record, analyze, and produce a permanent hard
copy record with an FFT in about 1 minute 40 seconds.
4.0 QUALITY ASSURANCE
4.1 Calibrations
A. Dust
The hi-vol samplers will be initially calibrated prior to field use with an NIST-traceable
calibration orifice. Scheduled calibrations will occur quarterly thereafter. The certified
orifice will be used to develop a curve for each sampler correlating referenced flow in
standard cubic meters per minute versus rotameter indication. The flow controller will be
disabled during the calibration and orifice plates will be utilized to develop five different
flow rate points. Upon completion of this calibration, the flow controller will be
reconnected and verified for proper operation by placing first one filter, then two filters or
one plus an orifice plate in line, to ascertain if the sampler maintains constant flow. The
flow must not decrease by more that 10 percent.
ML
AMAN ENVIRONMENTAL CONSTRUCTION, INC.
RtM[DIATION AND DEMOLITION CONTRACTORS
FML Site Demolition
Monitoring Plan
B. Noise and Vibration
Seismograph provided will have documentation certifying that the seismograph has
been calibrated by GeoSonics Inc. according to specifications traceable to the National
Institute of Standards and Technology (formerly the National Bureau of Standards).
GeoSonics will also provide the function check record which is performed before the unit
is released to ensure proper working condition -of the electronics, printer, traducer and
microphone. An example of this documentation will be provided upon request.
4.2 Laboratory Analysis for Dust Monitoring
Prior to weighing any batch of filters, the calibration -of the analytical balance will be checked with
Class S weights. All filters will be handled only with forceps and transferred in polyethylene
bags to avoid containment.
As standard QC verification of the weighing procedure, approximately 5 percent of all filters will
be reweighed. The reweighing value must agree within 10 percent of the initial weight or the
entire affected batch must be reweighed. In addition, one field blank filter will b processed for
each five days of sampling. This filter will be tare weighed, packaged, carried to the field,
returned and final weighed the same as an actual sample. The final weight of the field blank
must agree within 10 percent of the initial weight.
4.3 Performance Audits for Dust Monitoring
As specified under PSD monitoring guidelines, each sampler will undergo a flow rate
performance audit once per quarter. A different NIST-traceable calibration orifice from that used
for calibrations will be utilized for the audits. The audited flow rate should match the reported
flow rate within 10 percent.
U MONITORING REPORTING
Per the Project Manual, monthly reports will be submitted for review. At the request of the
Construction Manager, daily results will be provided. A monthly report for Dust, Noise and
Vibration will be compiled utilizing the daily, weekly information. On a quarterly basis,
performance audit results and QC data will be prepared and included with the quarterly data
report.
•
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FIGURE 2
WIND FREQUENCY DISTRIBUTION
(PERCENT)
SCAGMD NEWPORT BEACH DATA
(6 A.M. TO 6 P.M.)
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