HomeMy WebLinkAboutN2018-0260*tw%k1,1 City of Beach
1111111111111111111111111111111111111111111111111111 Permit No:N2018-02600'vcBach,CA92660
Permit Counter Phone (949)644-3311 Project No
ram, Online Inspection Request - www.newportbeachca.gov / Online
�• �` Services
'`�►�rri`° Inspection Requests Phone (949)644-3255
Job Address: 1 PUBLIC ROW NB Thomas:Guide:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within Bison/Macarthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park adjacent to Bison Avenue. Asphalt restoration per City
Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and Eastbluff. Asphalt restoration per City Standards.
Parcel # :
Legal Desc :
Owner: CITY OF NEWPORT BEACH
Phone :
Address
Applicant: KATHERINE HOWE
Phone: 949-574-7518
Address : 121 INNOVATION STREET
#200
Special Cond.: PRE JOB MEETING REQUIRED WITH PW
INSPECTOR
r� Contractor : INTERPHASE ENVIRONMENTAL
Phone : 323-278-7700
Address : 6200 PEACHTREE STREET
LOS ANGELES
Permit Processing Fee :
$257.00
Sewer Connection :
$0.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Traffic control Plan Check :
$560.00
Total Water Meters:
$0.00
Inspection Fee :
$2,816.00
Water Meter Connection :
$0.00
Refundable Deposit:
$0.00
Total Water Meter Box:
$0.00
Street Tree Fee :
$0.00
Adjustment :
$0.00
Processed By:
Utilities Approval
Traffic Approval :
General Services Approval
Contractor State Lic: 991624
License Expire: 03 31, 2020
Business License : BT30062840
Business Expire:
04 30, 2019
Workers' Compensation Insurance - -
Carrier :
OHIO SECURITY INSURANCE CO.
Policy No:
xws1857317929
W. C. Expire:
06 30, 2018
Total Fee $3,633.00
Paid : $3,633.00
Balance: $0.00
Receipt No:
> 1 CJ
Date : /_/ Other Department: —Date: —/ /
Date: / / Permit Denied Date: —/—/
Date: / / Issued Permit : ` 11. Z _Date:
Date
- It
LPROJECT ADDRESS: A"L Tow
AILED DESCRIPTION OF PROPOSED WORK:
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APPLICAN Pholte:
Email Address: MIA t2 to %I
ing Address- City/Stabe/Zip: '
ER: FOr' lPhonefarA
it Address:
ailin Address:
Istateop:
_:'� :k„=NCO RAC1rQR WFQWA1no" IS Ei
ONTRACTOR:�Q iceminyOffice
Phone:
y (If different): A)"J &Vilran@001_ g
rm ee_ 6v1v 0w%S,=Re.
Jobsite Phone: Niq
Other Phone:
Email Address: ee
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Mailing Address:
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City/Stat�p:
Las CA, diaegm
fate Ucense Number 3 Chrss:G 2 City BusirMs License Number.
C"upm res 3 E res
ORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 38t>D la or Code)
Com Pol' No. 1 resO...
........... ........ .
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FOR OFFICE USE ONLY
Special Conditions of Permit:
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
General Services:
Traffic: Fire:
Other:
Engineering Technician:
Public Works Specialist:
Date:
i2 q 8
Permit No.
20 �a-o2.�0
r6ftawkwMe ,fs
Public Works Departnwnt 949-644-3311
Permit Processing Fee: Inspection Fee:
Public Works Only $257.00 Public Works Field Inspection
Other Department $293.00[n Utilities Field Inspection
Agreement Fee: Water Quality/Artificial Turf Inspection
Preparation of Report/Agreement $871.00
Document Recordation Fee $204.00 Refundable Deposit:
Monitoring Wells $535.00 Improvements
Street/Alley/Walk Closure: $70.00Newspaper Rack Inspection
Traffic Control Plan Check
8-1/2" x 11" $70.00 Sewer Connection Fee
24" x 36" $152.00 4TT Box & Cover
Additional
THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE aAi
REVENUE DIVISION PRIOR TO PAYMENT OF FEES
Qty-
$176.00 15"1
$129.00
$115.00
TBD
TBD
$115.00 0
$ $64.00
1
64.00
venue Division — — — — i
provai•
Water Meter: _
Installation Charge
$563.001
13/4" Meter $50.25
11" Meter $121.50
Water Meter Boxes:
1
11 1 /2" Meter $285.00
1 e DFW Meter Box
$96.66 e
11 1/2" Turbine Meter $700.00
2" DFW Meter Box
$203.24 1
12" Meter $425.00
1
12" Turbine Meter $845.00
1
13" Meter $3,310.00
14" Meter $4,730.00
1
16" Meter $7,190.00
Budget Number
Development Services Fee (Plan check hourly)
$165.00
5200-5015
Final Tract Map Checking Fee
$2,653.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,653.00
5200-5027
Lot Line Adjustment Fee
$1,151.00
5200-5028
Park Dedication Fee Zone
TBD
405-470
Street EasementlVacation Fee (+100% of hrly over 4 hrs)
$1,089.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
Engineering Tech:
Total Amount Due:
For Finance Use Only
't I I b 0 -
Permit Specialist
Receipt No.
„t /�
? 1 V
f./users/Ipbw/shared/encroach/masters/ep front and hack masWs/
J[/tye Rev.9/13/2018
epfeeshWAs-revised9/13118
City of Newport Beach
Newport Beach Police Dispatch
Phone: 949-644-3717
Public Works Department
Phone:949-644-3311 Fax:949-644-3318
City of Newport Beach Munkipal Code f1.6ZO10 Permit for Temporary Street Closure
APPLICANT INFORMATION
Name: G(qe( I , +nn 11 i5
Company Name. _,A.iQ V�LQQimet'1 �'e mac-( ascr if C- zy're City o Newuon Beach Business LICen99 N0.
Address: 'AS(AC) 1wnA Vg4V,, 11
City/Zip: hone: Da Night
Exact Location of Encroachment: -Sam oecoo_ . Meer-upe-Pt Fet'd JU0
(Use street address or appmArnate number of Net from nearest Intersectior.
Reason for Encroachment: t1V j
Franchised Hauler or
Dumpster Company Name: MA Size: MA
Date Closure to Begin: I W19 Date Closure to End: III 11a�
Maximum 14 Days)
Time of Closure: I fam to Fina-
DIAGRAM LOCATION OF ENCROACHMENT BELOW:
SeG AEmtched -{T I✓`TJ I L t•o tTbro �lat�.s and �iguYe.
"Fowl 0-4 Jamboree l , and A a ca.lz--,ur �� bor`I h
Shall Vlot be Coviduckd CM&LrreV1-i1Y
Perrru4 Y11AA be aVW(6M-e 0hs1+e
CUYlti (4-or +V I` vVlow TL <,'r may / d eO CeS avid
VtStV K f v1 OnAa1 COI to th M S �y �� c+ o Work do"y
A M of this permit must be visible on the dash of each vehicle authorized to Eark in reserved parking sots.
The applicant is responsible for notifying Police Dispatch of any road closure, detour, or reserved parkin .
See reverse side of this permit for regulations covering use of this permit
ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS:
(Pernitee) hereby certify the information provided is true and correct, and I agree to comply with the terns and For F•�a-w
mditions on the front and back of this permit Pernitee guarantees to indemnity and hold the City of Newport Beach
rmle ainsl an claims, liability or judgments for damages arising out of perniteea ties.
x
Date:
Reviewed by: L Oate: p,
Approved by: 40Oate: �2 iq hJ
Permit Fee: $ N"M � - 024 0 Receipt No: _ -
='•L.ews` BW%Sn-WWAS-ERS•,STREET OL FE MASTERS4Te v Sired Ci wr Aapd=tlon.xWhed' '
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j SG-76-- SG-77 _ -
r•-SG-78
SG-70
SSG-61 —��•
C
or
0
0 400 1 �
S i I m Feet
Base map from 2010 Orthoimagery aerial photo provided by
j USGS and The National Map.
Explanation BORING LOCATIONS TO BE INSTALLED
Soil gas probe location (pending access for IN THE NEWPORT BEACH RIGHT -of -WAY
installation and sampling) DECEMBER 2018/JANUARY 2019
_!Former Ford iProperty
Big Canyon Arroyo Area investigation boundary Beach, Californial Newport Beach, Cf
By: pah Project No. 8618397107.02.3A
wood.Date:12/11/2018
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Explanation
BtSOn A�en
SG-105A
i
4t-SG-101A
\ c3i
r_ 10
i
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400 \ \�
m Feet / \ Base map from 2010 Orthoimagery aerial photo provided Dy
USGS and The National Map.
1
1
1
1
Soil gas probe location (pending access for
EE installation and sampling)
`-I North Area investigation boundary
BORING LOCATIONS TO BE INSTALLED
IN THE NEWPORT BEACH RIGHT -of -WAY
DECEMBER 2018/JANUARY 2019
Former Ford Aeronutronic Property
Newport Beach, California
VVOOd• Datea12/11/2018
i � I
CONTRACTORS NOTES:
Q1 FLAGGERS W/ 2-WAY RADIOS SHALL ASSIST WITH
PEDESTRIANS THRU OR AROUND WORK AREA.
2. INSTALL TEMP. NO PARKING SIGNS 48 MRS. PRIOR
TO CONSTRUCTION. (IF REQUIRED)
3. CONTRACTOR TO COORDINATE WITH BUSINESSES k
RESIDENTS FOR DRIVEWAY CLOSURE.
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-
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GENERAL NOTES -TRAFFIC CONTROL
IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING
WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES
AS SHOWN HEREIN• AS WELL AS ANY SUCH ADDITIONAL TRAFFIC
CONTROL DEVICES AS MAY BE REWIRED TO INSURE THE SAFE
MCVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR
APOUNO THE WORK AREA AND PROVIDE MAXIMUM PROTECTION
AND SAFETY TO CONSTRUCTION WORKERS.
AL. TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER
POSITION AT ALL TIMES AND SHALL BE REPAIRED. REPLACED. OR
CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND
CONTINUITY.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST
EDITIONS OF: CALTRANS STANDARD SPECIFICATIONS AND
CAJFORNIA M.U.T.C.O., LATEST EDITION.
ALI. FLASHING ARROW SIGNS SHALL BE SOLAR POWERED.
CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE
ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY
UNSAFE CONDITIONS TO BE ENCOUNTERED.
CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION,
SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REOUIREO, AND
SHALL RESTORE AREAS TO ORIGINAL CONDITIONS.
CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY
CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING.
ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A
MINIMUM OF 5' FROM ANY OPERATING TRAFFIC LANES.
CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ANY
TEMPORARY TRAFFIC SIGNAL TIMING MODIFICATIONS.
ALL STRIPING AND MARKING SHALL CONFORM TO SECTION
310-5.6 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS
LEGEND
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2. - PROPERTY LINE
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3. -EXISTING CURBB dl GUTTER
4. _ U - - EXISTING STRIPING
O
S. — - CENTER LINE
6.T.-- - EXISTING DRIVE WAY
O
7- CENTER LINE FENCE
8. i1 - SIGNALIZED INTERSECTION
9. ® - PROPOSED WORK AREA
V
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10. - PROPOSED FLASHING ARROW SIGN
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11. _ PROPOSED PORTABLE MESSAGE SIGN
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12. -ARROW BOARD (CAUTION NODE)
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13. � - EXISTING SCE POLE TO BE REPLACED
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14. ® -EXISTING SCE POLE
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IS. - PROPOSED CHANNEUZATION DEVICE
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16. - PROPOSED SIGN & POST
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2
CONSTRUCTION. TEMPORARY REMOVABLE STRIPING TAPE (DETOUR 17. ] - PROPOSED TYPE II BARRICADE � `o
GRADE) MAY BE USED IN LIEU OF PAINTED STRIPING. WITH SIGN(S) Q W
18. ] -PROPOSED TYPE III BARRICADE < M
THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PATH SIGN(5)
PROIERTIES DURING WORK HOURS. CONSTRUCTION OPERATIONS 'Y. 7
SHALL BE CONOUCTED IN SUCH A MANNER AS TO CAUSE AS 19. - PROPOSED FLAGGERS O Z 'V ;
UTT-E INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY , J =
20. - DIRECTION Qi TRAVEL "L' < •• A
OWNERS/OPERATORS. � 3 x E
41 6 W
ALL SIGNS SHALL BE RETRO-REFLECTORIZED AND STANDARD SIZE. Q M
THE CONTRACTOR SHALL PROVIOE FOR SAFE PEDESTRIAN ACCESS u
_ - 30-75 AT ALL TIMES. y 1 O
9
SG-76 SG-77
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= SHARE giKE LANE CLI LAN
�! 7� CLO�E7 f. ROAC*ED � a
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1/ — — -- -- - -- - _ _ --- -- - ---- - —1 — - - ----- - - — - - --- -- — SCALE: 1'=40' PAGE
I OF 2 1 0-4093 1
SG-62
SG-61
o IC20-2 ---- -' ------------------------------------ - -
low
WORK 7.5 1 C30(CA)
30-70
.c.• - iQ0' WORK ARFAT2
- S'REM FAIR 1 C30(CA)
I1 ---_-.---_--._---___--- - -.--.
~.. -- ------ -------------- JAMBOREE RD. (55 MPH,
m/ 2
`h
CONTRACTORS NOTES:
�1 FLAGGERS W/ 2-WAY RADIOS SHALL ASSIST WITH
PEDESTRIANS THRU OR AROUND WORK AREA.
2. INSTALL TEMP. NO PARKING SIGNS 48 HRS. PRIOR
TO CONSTRUCTION. (IF REQUIRED)
3. CONTRACTOR TO COORDINATE WITH BUSINESSES h
RESIDENTS FOR DRIVEWAY CLOSURE.
GENERAL NOTES —TRAFFIC CONTROL
IT IS THE RESPONSIBIUTY OF THE CONTRACTOR PERFORMING
WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES
AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC
CONTROL DEVICES AS MAY BE REWIRED TO INSURE THE SAFE
MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR
AROUND THE WORK AREA AND PROVIOE MAXIMUM PROTECTION
AND SAFETY TO CONSTRUCTION WORKERS.
ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER
POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED. OR
CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND
CONTINUITY.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST
EDITIONS OF: CALTRANS STANDARD SPECIFICATIONS AND
CALIFORNIA M.U.T.C.O., LATEST EDITION.
ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED.
CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE
ADEOUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY
UNSAFE CONDITIONS TO BE ENCOUNTERED.
CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION,
I
SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REQUIRED. AND
SHALL RESTORE AREAS TO ORIGINAL CONDITIONS.
'N
/
CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY
CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING.
ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A
MINIMUM OF 5• FROM ANY OPERATING TRAFFIC LANES.!
CONTRACTOR SHALL COORDINATE WTH THE CITY FOR ANY
TEMPORARY TRAFFIC SIGNAL TIMING MOOIFICATIONS.
a
1
C
ALL STRIPING AND MARKING SHALL CONFORM TO SECTION
Q
310-5.6 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS
I
it
CONSTRUCTION. TEMPORARY REMOVABLE STRIPING TAPE (DETOUR
GRADE) MAY BE USED IN LIEU OF PAINTED STRIPING.
THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT
40
PROPERTIES DURING WORK HOURS. CONSTRUCTION OPERATIONS
vARIES 1"
SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS
VAR(ES
LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY
OWNERS/OPERATORS.
ALL SIGNS SHALL BE RETRO-REFLECTORIZED AND STANDARD SIZE
THE CONTRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS
AT ALL TIMES.
l ANC CLQJIAIRES
9: oom„ 3:ooeM
LANE ® ■' I UCL SEO ROAD ENO
ClOSEO WORK RCAO WORK
CLOSED u.EAo AiEAO
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LEGENO:
I. - - - - BOUNDARY LINES
2. - PROPERTY LINE
3. R C - EXISTING CURB k GUTTER
4. _ b - EXISTING STRIPING
5. — - CENTER LINE
6. - EXISTING DRIVE WAY
7. — - CENTER LINE FENCE
SIGNALIZED INTERSECTION
PROPOSED WORK AREA
10.
- PROPOSED FLASHING ARROW SIGN
11.
PROPOSED PORTABLE MESSAGE SIGN
12.
- ARROW BOARD (CAUTION MODE)
13. 1*
- EXISTING SCE POLE TO BE REPLACED
14. ®
- EXISTING SCE POLE
15.
- PROPOSED CHANNEUZATION DEVICE
16. .
- PROPOSED SIGN h POST
17 ]
- P TYPE II BARRICADE
OPOSED
18.
- PROPOSED TYPE III BARRICADE
W TH SIGN(S)
19. IIE
- PROPOSED FLAGGERS
20. - ) - DIRECTION OF TRAVEL
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CALIFORNIA TR 'F
3S19 WALNUT AVENUE LONG BEACH CA, 908t37
PH: S62-SIIS-7S75 • FAX: S62-S9S-7797
Email. www.californiatraffictontral.com
License • 9SB371 Class 31
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Pan 0-go" by Plan Checked by
WOOC�.
NEWPORTBEACH
DEPARTMENT OF PUBLIC WORKS
visum.o
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---
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TEMPORARY TRAFFIC CONTROL
MONITORING WELLS
MCARTHUR BLVD
AND BISON ST
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City of Newport Beach
r
11111111111111111111111111111111111111111111111111111
Permit No: N 2018 0260
100 Civic Center Drive, Newport Beach, CA 92660
Permit Counter Phone (949)644-3311
Project No
wt-t Online Inspection Request - www.newportbeachca.gov / Online
c• "`"` Services
,
Inspection Requests Phone (949)644-3255
Job Address: 1 PUBLIC ROW NB
Thomas:Guide:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud
ROW. One boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within Bison/Macarthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park adjacent to Bison
Avenue. Asphalt restoration per City
Standards.
Parcel # :
Legal Desc :
Owner: CITY OF NEWPORT BEACH
Contractor: INTERPHASE ENVIRONMENTAL
Phone :
Phone: 323-278-7700
Address :
Address : 6200 PEACHTREE STREET
LOS ANGELES
Contractor State Lic: 991624
Applicant: KATHERINE HOWE
License Expire: 03 31, 2020
Phone : 949-574-7518 [
Address : 121 INNOVATION STREET
#200
Business License : BT30062840
Business Expire: 04 30, 2019
Special Cond.:
Workers' Compensation Insurance - -
Carrier : OHIO SECURITY INSURANCE CO.
Policy No: xws1857317929
W. C. Expire: 06 30, 2018
Permit Processing Fee : $241.00 Sewer Connection:
$0.00
Total Fee $2,316.00
Agreement Fee: $0.00 4TT Box Cover:
$0.00
Paid : $2,316.00
Traffic control Plan Check : $260.00 Total Water Meters:
$0.00
Balance : $0.00
Inspection Fee : $1,815.00 Water Meter Connection :
$0.00
Receipt No
Refundable Deposit: $0.00 Total Water Meter Box:
$0.00
Street Tree Fee : $0.00 Adjustment :
$0.00
Processed By: Date : _/_/
Other Department : Date
Utilities Approval : Date: _/_/
Permit Denied Date
Traffic Approval : Date : _/_/
Issued Permit: Date
General Services Approval : Date: _/_/
• VIIOi�iE
' x Y t
COMPLETE THE BELOW INFORMATION
PROJECT ADDRESS: ��yi, 'Row
DETAILED DESCRIPTION OF ROPOSED WORK:
i l b ri
APPLICANT: JR.,he M4,05 Phone: CL76f Lf2-0aLF5
Email Address: he , WU k evA
Mailing Address: kel'ovat o.\. gk-
ity/State2ip:
OWNER: r r rvt Phone: 2N
Email Address: t k c
Mailing Address:
.24 n ' vtAe r
City/Stet /Zip:
t1Mz 49124
ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE
CONTRACTOR:=A-k-r it
Office Phone: - 71:30
C mpany (if different): r,"
Ai- UJOO0YV MCAt, +- rtka 1 -file
Jobsite Phone:
Other Phone:
Email Address: r hv'\c n0'V0`Ia \
Mailing Address:
City/State/Zip:
State License Number & ClassG S;k*Qq
Ex Tres:
City Business License Number: f f r-w NO a
Expires:
WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 La� ode)
Company: 0"10 Sec r; res: j
Municipal Oerations: 949-644-3055
Utilities: 949-644-3011
Urban Forestry: 949-644-3083
FOR OFFICE USE ONLY
Special Conditions of Permit:
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
Municipal Operations
Traffic: Fire: l�
Other:
Engineering Technician:
Permit Specialist
Date:
Permit No.
1142018-
','USeCW;Jbwishared/errroachimastersiepworksneet As
Public Works Department 949-644-3311
100 Civic Center Drive, Newport Beach, CA 92660
till
I
AM Fees Are Non -Refundable
PROJECT ADDRESS:
PERMIT
Permit Processing Fee:
Public Works Only
Other Department
Agreement Fee:
Preparation of Report/Agreement
Document Recordation Fee
Monitoring Wells
Q
Inspection Fee:
$241.00
Public Works Field Inspection
$275.00
Utilities Field Inspection
General Services Inspection
Water Quality/Artificial Turf Inspection
$817.00
$192.00
Refundable Deposit:
$502.00
Improvements
$165.00 Z
$121.00
$165.00
$108.00
TBD
TBD
Street/AlleylWalk Closure: $65.00= Newspaper Rack Inspection $108.00
Traffic Control Plan Check
8-1/2" x 11" $65.00 Sewer Connection Fee $250.00
24" x 36" $143-01= 4TT Box & Cover $64.00
Additional
I THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division I
I REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: 1
1
QtIf•
aht•
jWater Meter:
. .
Installation Charge $528.00 1
13/4" Meter
$50.25
11" Meter
$121.50
Water Meter Boxes:
11 1/2" Meter
$285.00
1" DFW Meter Box $96.66
11 1/2" Turbine Meter
$700.00
2" DFW Meter Box $203.24
12" Meter
$425.00
1
12" Turbine Meter
$845.00
1
13" Meter
$3,310.00
14" Meter
$4,730.00
1
16" Meter
$7,190.00
Certificate of Compliance Fee (+100% of hrly over 3 hrs)
$288.00
5200-5029
Development Services Fee (Plan check hourly)
$155.00
5200-5015
Final Tract Map Checking Fee
$2.488.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,488.00
5200-5027
Lot Line Adjustment Fee
$1,079.00
5200-5028
Park Dedication Fee Zone
TBD
405-470
Street Easement/Vacation Fee (+100% of hrly over 4 hrs)
$1,022.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
Engineering Tech:
Total Amount Due:
For Finance Use Only
s
Permit Specialist
Receipt No.
�'` �'
,'
flusersrptnv/sharedlencroach/mastersleo front and back mastersr
Rev. 12/1812017
epteesheet.xls+evised 11/all7
GGW-10 Proposed Location
Write a description for your map.
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KNT City `�� oo a�ofic �NeWenter �pOYt Be8 NewportBhach, CA 92660 IIIIrIIIIIIIIIIIIIIIIIIIIIII�III�llllllllllllllllllllJill Permit No: N2018-0260
h % Permit Counter Phone (949)644-3311 Project No
> i Online Inspection Request - www.newportbeachca.gov / Online
e• Services
411110µ1 Inspection Requests Phone (949)644-3255
Job Address:
1 PUBLIC ROW NB Thomas:Guide:
Description :
Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One boring location along
La Salud
WANNER
REVISED 06/25/18 - include one additional location on Camelback and one within Bison/Macarthur intersection
Parcel # :
Legal Desc :
Owner :
KATHERINE HOWE Contractor :
INTERPHASE ENVIRONMENTAL
Phone:
Phone:
323-278-7700
Address :
Address :
6200 PEACHTREE STREET
LOS ANGELES
Applicant: KATHERINE HOWE
Phone : 949-574-7518 [
Address : 121 INNOVATION STREET
#200
Special Cond. :
Permit Processing Fee :
$241.00
Sewer Connection :
$0.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Traffic control Plan Check :
$260.00
Total Water Meters :
$0.00
Inspection Fee :
$1,485.00
Water Meter Connection :
$0.00
Refundable Deposit:
$0.00
Total Water Meter Box:
$0.00
Street Tree Fee :
$0.00
Adjustment :
$0.00
Processed By:
Utilities Approval :
Traffic Approval :
General Services Approval
Date:
Date
Date
Date
Contractor State Lic: 991624
License Expire : 03 31, 2020
Business License: BT30062840
Business Expire:
04 30, 2019
Workers' Compensation Insurance - -
Carrier :
OHIO SECURITY INSURANCE CO.
Policy No:
xws1857317929
W. C. Expire:
06 30, 2018
Total Fee $1,986.00
Paid : $1,986.00
Balance : $0.00
Receipt No:
Other Department: Date:
Permit Denied Date :
Issued Permit: Date: (4� / LS% 1 Y;
o 00 Civic center NewDrive, NewportPOrt Beach
City Beach, CA 92660 IIIIfIIIIIIIIIIIIIIIIIIIIIIIfIIIIYIII�III�llllllll�llll
1% Permit Counter Phone (949)644-3311
We'll- Online Inspection Request - www.newportbeachca.gov / Online
Services
t,Jt�►-uvr��
Permit No: N2018-0260
Project No
Inspection Requests Phone (949)644-3255
Job Address: 1 PUBLIC ROW NB Thomas:Guide:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One boring location along La Salud
Parcel # :
Legal Desc :
Owner: KATHERINE HOWE
Phone :
Address
Applicant: KATHERINE HOWE
Phone : 949-574-7518 [
Address : 121 INNOVATION STREET
#200
Special Cond. :
9CANNEU
Contractor: INTERPHASE ENVIRONMENTAL
Phone : 323-278-7700
Address : 6200 PEACHTREE STREET
LOS ANGELES
Contractor State Lic: 991624
License Expire : 03 31, 2020
Business License: BT30062840
Business Expire:
04 30, 2019
Workers' Compensation
Insurance - -
Carrier :
OHIO SECURITY INSURANCE CO.
Policy No:
xws1857317929
W. C. Expire:
06 30, 2018
Permit Processing Fee :
$241.00
Sewer Connection :
$0.00
Total Fee $1,821.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Paid : $1,821.00
Traffic control Plan Check :
$260.00
Total Water Meters :
$0.00
Balance: $0.00
Inspection Fee :
$1,320.00
Water Meter Connection :
$0.00
Receipt No:
Refundable Deposit:
$0.00
Total Water Meter Box:
$0.00
7
Street Tree Fee :
$0.00
Adjustment:
$0.00
Processed By: Date : _/_/ Other Department: Date: _/ !
Utilities Approval : Date: _/_/ Permit Denied Date:
Traffic Approval : Date : _/ / Issued Permit Date
General Services Approval : Date
WORKSHEET FORE CROACHMENT PERMIT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
COMPLETE L INFORMATION _.
PROJECT ADDRESS: Bison Avenue, Camelback Street, and La Salud (see attached map)
DETAILED DESCRIPTION OF PROPOSED WORK:
See attached transmittal.
,,;-� �.'J�,� ��; .,'���,;r �,or�o5 �.rtii:� 't�e �:,<,:,., k�� .�Itii�lb:;�:k �i✓�:,+ _,,
n � 1 711V1 1 1
APPLICANT: Katherine Howe ,� +t't' %t' lt•. '�'.:'Phone: 949-574-7518
Email Address: katherine.howe@woodplc.com
Mailing Address:
121 Innovation Street #200
City/State/Zip:
Irvine, CA 92617
OWNER: Ford Motor Company Phone: 313-248-7552
Email Address: Itucke33@ford.com
Mailing Address:
290 Town Center Drive
City/State/Zip:
Dearborn, MI 48126
ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE
CONTRACTOR: Interphase Environmental
Office Phone: 323-278-7700
Company (if different):
Jobsite Phone:
Other Phone:
Email Address: office@interphaseenvironmental.com
Mailing Address:
6200 Peachtree Street
City/State/Zip:
Los Angeles. CA 90040
State License Number & Class: G57#991624
' Expires: 03/31/2020
City Business License Number: BT30062840 411� Iq
Expires: 4/9r2ev49
WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code)
Company: Ohio Security Insurance Co. Policy No: XWS1857317929 Expires:06/30/2018
........ ........................................ ................. ......................... ..... ................. ..
REFUNDABLE:D.EPOSIT INFORMATION.(If.Applicable) .
Refund Payable To: .
Mail Refund To
FOR OFFICE USE ONLY
Special Conditions of Permit:
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
General Services:
Traffic: Fire:
Other:
Engineering Technician:
Public Works Specialist:
Date:
Permit No.
11,rsersiFG:'r/shared/encroaChlnasterS/erworkSheet x1S
Public Works Department 949-644-3311
Permit Processing Fee:
Q
Inspection Fee:
Public Works Only
$241.00
Public Works Field Inspection
Other Department
$275.00
Utilities Field Inspection
General Services Inspection
Agreement Fee:
Water Quality/Artificial Turf Inspection
Preparation of Report/Agreement
$817.00
Document Recordation Fee
$192.001
Refundable Deposit:
Monitoring Wells
$502.001
Improvements
StreeVAlley/Walk Closure:
$65.00
Newspaper Rack Inspection
Traffic Control Plan Check
8-1/2" x 11" $65.00 Sewer Connection Fee
24" x 36" $143.00 4TT Box & Cover
_ _ _ Additional —i
TTHE FOLLOWING ITEMS REQUIRE APPROVALFROM THE REVENUE DIVISION PRIOR TO PAYMENT OF FEES
$165.00
$121.00
$165.00
$108.00
TBDBTBD
$108.00 0
$250.00
$64.00
venue Division
I
Qty-
. I
IWater Meter:
Installation Charge $528.00
13/4" Meter
$50.25
11" Meter
$121.50
Water Meter Boxes:
11 1/2" Meter
$285.00
1" DFW Meter Box $96.66
11 1/2" Turbine Meter
$700.00
2" DFW Meter Box $203.24
12" Meter
$425.00
12" Turbine Meter
$845.00
13" Meter
$3,310.00
4" Meter
$4,730.00
6" Meter
$7,190.00
IFM
Certificate of Compliance Fee (+100% or hrly over 3 hrs)
$288.00
5200-5029
Development Services Fee (Plan check hourly)
$155.00
5200-5015
Final Tract Map Checking Fee
$2,488.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,488.00
5200-5027
Lot Line Adjustment Fee
$1,079.00
5200-5028
Park Dedication Fee Zone
TBD
405-470
Street Easement/Vacation Fee (+100% or hrly over 4 hrs)
$1,022.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
Engineering Tech:
Total Amount Due:
For Finance Use Only
iv
�I�ZI
Permit Specialist
Receipt No.
( -1
f /users/pbw/shared/encroach/masters/ep front and back masters/
Rev. 12/18/2017
1` ' ' 1 7
epfeesheetAs-revised 1118117
City of Newport Beach
Newport Beach Police Dispatch Public Works Department
Phone:949-644-3717 Phone:949-644-3311 Fax:949-644-3318
APPLICATION FOR TEMPORARY STREET / SIDEWALK USE OR DUMPSTER PLACEMENT
City of Newport Beach Municipal Code 12.62.010 Permit for Temporary Street Closure
APPLICANT INFORMATION
Name: Rose Williams ;n a Q,
Inter phase Environmental, Inc. i
Company Name: P � W 0�
City of Newport Beach Business Licens]No.
BT30062840
Address: 6200 Peachtree Street
City/Zip: Los Angeles, CA 90040 Phone: 800-457-3300
email: officeCaD_interphase-inc.com
Exact Location of Encroachment: Various: see figure ^ ; ,'. A61a I 01
` �* f �i � 1 ')a
(Use street address or approximate number of feel from nearest intersection)
Reason for Encroachment: Installation of Soil Vapor Probes and Boring for Groundwater Sampling
Franchised Hauler or
Dumpster Company Name: NA
Size: NA
Date Use to Begin:
May 22, 2018 Date Use to End: May 24, 2018
(Maximum 14 Days) q +0
Time of Closure: 8:00 AM to 4:00 PM i 3 oA.
DIAGRAM LOCATION OF ENCROACHMENT BELOW: Newport Beach Police Department t;949) 644-3717 '�D
Please see attached figure.
A cop of this permit must be visible on the dash of each vehicle authorized to ark in reserved parkingsots.
The applicant is responsible for notifying Police Dispatch of an road closure, detour, or reserved parking,
See reverse side of this permit for regulations coveringuse of this permit.
ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS:
CITY RESERVES THE RIGHT TO REVOKE OR MODIFY CONDITIONS AT ANY TIME
(Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and For Fina
:onditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beach
larmless a%aaiinnsst�any claims, li ilit , or judgments for damages arising out of permitee's activities.
X G� .�( �1 .� __ty Date: ! i 7 7 1
Reviewed by:
Date:
Approved by: Date: '
Permit Fee: $ — Receipt No:—
AN'A
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------
Bison
Avenue
Hartford Dr. _
t U
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Explanation
Proposed nested soil vapor probe
location
6 Proposed grab groundwater sampling
location
SG-5
NEWPORT BEACH PERMIT MAP
Former Ford Aeronutronic Property
Newport Beach, California
By M8 protect No 861539
160 wood.
® Feet Date 34/30/2018 1'9— /\
MONITORING WELLS - BISON AVE
WORK HOURS 9:00AM 3:00PM
El
CIA
soN, BI
AV
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atf
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BOUNDARY LINES
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3: z 2. PROPERT" LINE (a LU
LU LU
0 3. EXISTING CURB & GUTTER z 3: 0
0
A 7_-, - EXISTING STRIPING 0: CL
7 1
4 2 LU
O 5 - CENTER LINE D. i LIJ M
- EXISTING DRIVE WAY a
6
7 -CENTER LINE FENCE
--g
B. SIGNALIZED INTERSECTION
W
9 PROPOSED WORK AREA
10, PROPOSED FLASHING ARROW SIGN
11 PROPOSED PORTABLE MESSAGE SIGN
12.
ARROW BOARD (CAJTION MODE)
A 13, EXISTING SCE POLE TO BE REPLACED
-_ 0c
14
EXISTING SCE POLE
15 PROPOSED CHANNELIZATION DEVICE
Ic
16 PROPOSED SIGN & POST
17. PROPOSED TYPE 11 BARRICADE
L;r
-cps WITH SIGN(S)
Ik PROPOSED TYPE III BARRICADE
WITH SIGN(S)
C
19
PROPOSED FLAGGERS
L6
OF TRAVEL ;.6
20 DIRECTION
GENERAL NOTES -TRAFFIC CONTROL
z
ING IT 15 THE RESPONSIBILITY OF THE CONTRACTOR PERFORM 4
WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES 1;
AS SHOWN HEREIN. AS WELL AS ANY SUCH ADDITIONAL TRAFFIC 3
CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE
MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR
AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION
0
%s NO SAFETY TO CONSTRUCTION WORKERS IE
J A
ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER
POSITION AT ALL TIMES AND SHALL BE REPAIRED. REPLACED. OR
CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND
CONTINUITY
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST
EDITIONS OF: CALTRANS STANDARD SPECIFICATIONS AND
CALIFORNIA M.U.T.C.D.. LATEST EDITION
ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED
CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE
ADEGUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY
7. ss /Z�
S, UNSAFE CONDITIONS TO BE ENCOUNTERED
Al I. "p"
CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION .,j SIGNAGE. AND OTHER DEVICES BUT NO LATER THAN THE ENO OF
THE WORK DAY, AND SHALL RESTORE AREAS TC ORIGINAL
CONTRACTORS NOTES, 23
4, CONDITIONS
w
1. FLAGGERS W/ 2-WAY RADIOS SHALL ASSISTS WIT�-
so CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY
PEDESTRIANS T4RU OR AROUND WORK AREA CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING
2. INSTALL TEMP. T.A.N.S.A.T 48 HRS. PRIOR TO -4 ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A
CONSTRUCTION (IF REOUIRED) MINIMUM OF 5' FROM ANY OPERATING TRAFFIC LANES
3. CONTRACTOR TO COORDINATE WITH BUSINESSES &
ON CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ANY
RESIDENTS FOR DRIVEWAY CLOSURE. TEMPORARY TRAFFIC SIGNAL TIMING MODIFICATIONS.
CONTRACTOR TO COORDINATE WITH BUS AGENCY FOR
BUS STOP RELOCATION. TO SECTION
M NOTE ON PRIVATE ROADWAYS, CONTRACTOR MUST ALL STRIPING AND MARKING SHALL CONFORM
310-56 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS
COORDINATE WITH H.O.A. OR OWNER TO PLACE ------ N CONSTRUCTION. TEMPORARY REMOVABLE STRIPING TAPE (DETOUR
E--
N
SIGNS. GRADE) MAY BE USED IN UEU OF PAINTED STRIPING.
THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENTcl
PROPERTIES DURING WORK HOURS CONSTRUCTION OPERATIONS
LITTLE INCONVENIENCE AS POSSIBLE
,F Nor CNC 1 _ SHALL BE CONOUC7ED IN SUCH A MANNER AS TO CAUSE A$
SCALE: 1"=40* RATORS
W091 OWNERS/OpE
"I TO ABUTTING PROPERTY
A Ic"',
ALL SIGNS SHALL BE RETARD-REFLECTORIZED AND STANDARD SIZE K cl AT THE ALL CONTIMES. OF 1 TRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS 1) NZ
36 61
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Transmittal
Sent Via:
❑ Messenger
Date: 4/18/2018
To: Public Works Department
100 Civic Drive
Newport Beach, CA 92660
949-644-3309
Project Number: 8618397107
Project Name: Ford Newport Beach
Item Description
1 Encroachment Permit
Remarks
❑ U.S. Mail
•
amec
foster
wheeler
❑ Overnight Mail
From: Katherine Howe
cc:
Amec Foster Wheeler is submitting the attached encroachment permit application to install 7
dual nested soil vapor probes (SG-2 through SG-8) within the public right-of-way (within Bison
Avenue, Camelback Street, and La Salud) as shown on the attached Figure A. The dual nested
soil vapor probes will be installed at approximately 5 and 15 feet in one approximately 2-inch
diameter boring at each location using direct -push drilling methods. The probes will consist of
Teflon tubing fitted with a polyethylene or stainless steel filter at the bottom of each probe.
Approximately 6 inches of filter pack of sand will be installed around each screen. Above the
filter pack sand at each probe, approximately 6 inches of dry granular bentonite will be placed
followed by neat cement grout emplaced using a tremie pipe. At the ground surface, each dual
nested soil vapor probe will be completed using a 6-inch diameter traffic -rated well box. A
schematic of the soil vapor probes is attached (Figure B2). The soil vapor probes are planned
to be within the public right-of-way for approximately one year.
In addition, one boring (GGW-4) will be advanced at one location within La Salud using direct
push drilling methods as shown on the attached Figure A. Discrete groundwater samples will be
collected using temporary well methods (i.e. Hydropunch methods or equivalent). It is
anticipated that groundwater will be encountered at depths ranging from 25 to 40 feet. Following
K:'3971\2018\Encroachment permit application 2018\Transmittal Newport Beach 041818.docx
Amec Foster Wheeler Environment & Infrastructure. Inc.
121 Innovation Drive, Suite 200
Irvine. CA
USA 92617-3094
Tel (949) 642-0245
Fax (949) 642-4474
www.amecfw.com
a
amec
foster
wheeler
groundwater sampling activities, the boring will be destroyed by placing neat cement from the
total depth of the boring to the surface using a tremie pipe. The surface will be repaired with
concrete dyed to match the surrounding street surface. We plan to begin fieldwork in the next
couple weeks. All work is being performed at the request of the Santa Ana Regional Water
Quality Control Board (letter requiring work is attached).
Thank you very much for your assistance.
Sincerely,
Katherine Howe
Amec Foster Wheeler
Enclosures
K: 3971\2018\Encroachment permit application 2018Jransmittal Newport Beach 041818.docx
Amec Foster Wheeler Environment & Infrastructure. Inc.
121 Innovation Drive, Suite 200
Irvine. CA
USA 92617-3094
Tel (949) 642-0245
Fax (949) 642-4474
www.amecfw.com
00 "� ft �*- 0
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Water Boards
Santa Ana Regional Water Quality Control Board
October 12, 2017
Ms. Lynn Tucker
Ford Motor Company
290 Town Center Drive, Suite 800
Dearborn, MI 48126
(Itucke33Ca)-ford.com)
COMMENTS ON "CONCEPTUAL SITE MODEL" FOR FORMER FORD
AERONUTRONICS PROPERTY AT 1000 FORD ROAD, NEWPORT BEACH,
CALIFORNIA (GLOBAL ID# SL188023848; PCA # 1880200)
Dear Ms. Tucker:
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We have reviewed the "Conceptual Site Model' (CSM) for the Former Ford Aeronutronics
facility, located at 1000 Ford Road in Newport Beach (Site). The CSM was submitted on
August 4, 2017 by your consultant, Amec Foster Wheeler & Infrastructure, Inc. (AMEC).
This letter provides our comments to the CSM and the data gaps presented within.
Conceptual Site Model
The CSM was divided into four distinct areas for environmental characterization purposes
as described below:
• Main Area — The 90-acre active operations portion of the former Site.
• AeroThermal Chemical (ATC) Building — The 8-acres on the southern portion of the
former Site.
• The North Area — The groundwater impacted area located north of the former Site.
The groundwater plume originates from the Main Area and extends in a northerly
direction. The principal contaminant of concern (COC) for the North Area is
trichloroethylene (TCE).
• The Big Canyon Arroyo (BCA) Area — The groundwater impacted area located
south of the former Site. The groundwater plume originates from the ATC and
extends in a southerly direction. The COCs for the BCA Area include TCE and its
daughter products.
The CSM addressed the following items:
• Site background;
WILLlAM RUN, CHAIR I HOPE A. SMY714E, ENECUTNE OFFICER
3737 Main St.. Sude 500. Riverside. CA 9250- 1 w Wale.taard5.ca qav/saataana
4i RECYCLE. PAPER
Ms. Lynn Tucker - 2 - October 12, 2017
• Site geology and hydrogeology, including cross sections for the North Area and the
BCA Area;
• A summary of previous assessments and remedial efforts at the Site;
• Distribution and delineation of contaminants in affected media (i.e. soil, soil gas,
and groundwater);
• Pathway -receptor network;
• Discussion of groundwater trends with supporting data;
• Identify any existing data gaps; and
• Decision criteria and completion strategy.
The CSM identified the following data gaps:
• Need for an updated well -radius survey.
• Further assessment of the down -gradient extent of the North Area groundwater
plume, including surface water sampling in Bonita Creek and the potential role of
phytoremediation along the creek.
• Further assessment of potential hydrogeological connections between the BCA
groundwater plume and the creek in Big Canyon and focused sampling of the
creek down -gradient of the plume.
• Further assessment of fate and transport/attenuation parameters in the BCA Area.
• Assessment of the VI pathway and the potential equilibrium between COCs in soil
gas and groundwater in the North Area.
The completion strategy for the North and BCA Areas will be refined pending data gap
evaluations. The CSM presented the following completion strategy for the North and BCA
Areas:
• Continue monitored natural attenuation (MNA) for the North Area.
• Statistical modeling using a generally accepted software package (e.g., MAROS)
to demonstrate plume stability for the North Area.
• Continue MNA for the BCA Area until a statistically significant number of sampling
events have been conducted in the down -gradient monitoring wells and a more
reliable evaluation of plume stability/fate and transport can be completed.
Discussion
From 1990 through 1996, the source areas (the Main Area and ATC Area) were assessed
and remediated which was acknowledged by the Regional Board and Orange County
Health Care Agency (OCHCA) in correspondences from 1996 and 1997, respectively.
Closure was granted of the source area with the requirement to continue the assessment
and remediation of the groundwater plumes that migrated off -site.
Groundwater
The current groundwater monitoring network does not sufficiently delineate the
groundwater plume in the North Area nor does it show if the groundwater is hydraulically
connected with surface water in Bonita Creek. Amec proposes to collect grab
groundwater samples along the west bank of Bonita Creek and collect surface water
Ms. Lynn Tucker - 3 - October 12, 2017
samples from Bonita Creek. The analytical results from these samples would be used to
evaluate the need for placement of an additional down -gradient monitoring well(s). Amec
also discussed the installation of a monitoring well to the east of Bonita Creek; however,
the development of Highway 73, which has significantly modified the topography and
surface water runoff in the area, has potentially modified near surface hydrogeologic
conditions of the area. We agree that there are uncertainties regarding the groundwater
plume migration patterns in this area. It would prudent to collect groundwater grab
samples from several locations on the west side of Bonita Creek, from P-32 to abandoned
well P-18, as well as from the east side of Bonita Creek to ensure the plume has not
migrated to the east of Bonita Creek. Additionally, we recommend the installation of
sentinel wells to monitor the migration of the COC plume, regardless of the results from
groundwater grab sampling. Amec prepared and submitted a work plan on April 28, 2017
to address the down -gradient delineation of the plume which was approved by us on May
15, 2017. Since that work plan has not been implemented yet due to the preparation of
this CSM and to consolidate permitting efforts for this area, an addendum to that work
plan would be acceptable to address data gaps for this area.
The CSM discusses that all of the wells within the North Area show stable to decreasing
trends with the exception of well P-32, the furthest down -gradient well, which has
increasing trends since it was installed. The CSM states that "it appears that the
increasing trends of well P-32 has begun to stabilize and may also begin to exhibit
declining concentration trends". Based on the most recent groundwater monitoring data, it
appears that TCE concentrations have not stabilized yet and additional monitoring events
will need to be evaluated to determine if a change in trend is actually occurring.
Currently, based on the existing data from the groundwater monitoring well network in the
BCA Area, the plume is sufficiently delineated. However, COCs for the BCA Area remain
persistent, which may be associated with sorbed mass in the formation matrix or the
transportation of a slug that was released during demolition activities in the ATC Area.
TCE contamination peaks in groundwater were observed in down -gradient monitoring
wells P-16 in 2012 and P-46 in 2013 suggesting migration of an apparent slug. The CSM
also states that since there is a relative absence of TCE in groundwater• sampled from the
well network along Ford Road, this would support the hypothesis that a slug is migrating
through the BCA Area. However, uncertainties related to migration of the down -gradient
slug and the hydrogeologic relationship between the creek in Big Canyon and the toe of
the down -gradient plume remain. To address these uncertainties, Amec proposes to
sample the stream near/down-gradient of the toe of the plume; and monitor the chemistry,
temperature, and water levels in shallow groundwater where surface water may have
hydraulic connection with the groundwater.
Soil Vapor
The vapor intrusion evaluation conducted in 2006 and 2008 in the North Area identified
concentrations that may be of potential concern and should be re -assessed and
evaluated with current guidance. Amec proposes to reevaluate soil gas in the North Area
by installing nested semi -permanent soil gas wells adjacent to wells W2C3 and P-34 and
sampling them during the semiannual groundwater sampling events for a period of one
year. Based on current groundwater data, the next logical step would be to install nested
Ms. Lynn Tucker - 4 - October 12, 2017
semi -permanent soil gas wells, adjacent to wells P-40 and P-41 in the North Area as well,
to evaluate the extent of potential vapor intrusion risk from the groundwater plume.
Vapor intrusion was conducted in 2006 and 2012 in the BCA Area. The CSM states that
the results confirmed that COC volatilization from groundwater to soil gas is limited and
that the fine grained nature of the substrate results in upward vertical attenuation of soil
gas. This statement was based on the 2012 vapor intrusion assessment conducted in the
Sea Island Community; however, communities to the northeast and southeast were not
part of this evaluation. The 2006 vapor intrusion assessment was limited (two sample
locations),.and breakthrough occurred in one of the two samples collected. Based on the
current groundwater concentrations and the lack of vapor intrusion assessment for these
areas, potential risk of vapor intrusion from current concentrations may exist.
Completion Strategy
No active remediation has been conducted to date for the North Area. Amec suggests
natural attenuation is occurring in the North Area by chemical and physical means and
potentially by phytoremediation. However, increasing trends for COCs have been
observed in the furthest down -gradient groundwater monitoring well. If, after the
completion of plume delineation, it appears that phytoremediation is partially responsible
for plume control, it should be substantiated with data and other evidence.
Groundwater remediation for the BCA Area has consisted of in -situ reactive zone (IRZ)
injections at three locations. The injections appear to have reduced the primary source of
COC concentrations in and near the source area and along Ford Road. However,
complete breakdown of TCE byproducts have not occurred based on the persistence of
vinyl chloride in groundwater and the absence of ethane and ethane in groundwater. The
persistence of vinyl chloride further warrants the necessity of vapor intrusion assessment.
A slug of COCs that was presumably released from the site during ATC Area demolition
activities, may have stifled the effectiveness of the down -gradient IRZ injections over
time.
The completion strategy for the North and BCA Areas will be refined pending data gap
evaluations. Amec recommends continued MNA for the North Area if the groundwater
plume can be accurately defined down -gradient, shown to not pose a risk to beneficial
use of surface water, and the relationship between soil gas and groundwater
concentrations can be evaluated and found to be below acceptable risks. Amec also
recommends statistical modeling using a generally accepted software package (e.g., .
MAROS) to demonstrate plume stability for the North Area. For the BCA Area, Amec
recommends MNA until a statistically significant number of sampling events have been
conducted to allow for a more reliable evaluation of plume stability/fate and transport can
be completed. In order to substantiate the effectiveness of natural attenuation, a network
of monitoring wells is necessary to provide updates on the plume migration and to
demonstrate decreasing trends of COCs in groundwater through obtaining general water
chemistry and geochemical parameters in addition to the COCs data. When the
groundwater plume has been adequately delineated, a MNA plan should be prepared and
submitted for our review in accordance with EPA's "Framework for Site Characterization
Ms. Lynn Tucker - 5 - October 12, 2017
for Monitored Natural Attenuation of Volatile Organic Compounds in Ground Water" dated
December, 2012.
There are several uncertainties that may potentially redefine the completion strategy.
Some of the uncertainties include:
• Surface water impacts
• Vapor intrusion
• Groundwater plume delineation
The completion strategy for the Site should include a decision tree of if/then scenarios to
outline the exit strategy.
Comments
1. We concur with Amec's recommendation to provide an updated well -radius survey.
The updated well survey map should incorporate a 3-mile radius around the Site.
Please present the updated well -radius surrey with the CSM addendum.
2. Please submit a revised completion strategy for the Site in a CSM addendum that
includes a decision tree of if/then scenarios for the North and BCA Areas to outline the
exit strategy, no later than November 30, 2017.
3. We concur with the identified data gaps presented within the CSM provided that you
address the following comments:
a. To delineate the toe of the North Area plume, we recommend collecting several
groundwater grab samples to the northwest, north, and northeast of P-32 to
delineate the down -gradient extent of COCs in the North Area. Following
analysis of the groundwater and surface water grab samples, a minimum of
three sentinel groundwater monitoring wells should be installed to check any
further downgradient migration of the plume.
b. Amec recommends collecting surface water samples from Bonita Creek in the
North Area and from the stream at the toe of the plume in the BCA Area. At a
minimum, samples should be analyzed for VOCs using U.S. EPA Method
8260E and for 1,4-dioxane using U.S.EPA Method 8270 SIM.
c. In addition to the recommended soil gas probe locations for the North Area,
vapor intrusion assessment near groundwater monitoring wells P-40 and P-41
should be conducted as well.
d. Based on groundwater concentrations of COCs in the BCA Area, vapor
intrusion assessment should be conducted in the residential areas to the
northeast and southeast of P-16.
e. Please submit an addendum to the April 28, 2017 work plan to address the
above data gaps no later than November 30, 2017.
Ms. Lynn Tucker - 6 - October 12, 2017
If you have any questions, please contact me at (951) 782-4381, or you may email at
Jessica.lawCD-waterboards.ca.aov, or you may contact our Chief of Site Cleanup Program,
Nick Amini, at (951) 782-7958 or by e-mail: nick.amini _waterboards.ca.gov.
Sincerely,
Jessica M. Law, P.G.
Engineering Geologist
Site Cleanup Program
cc: Mike Barnes — Amec (mike.barnesa-amecfw.com)
Leonard Mankowski — Amec (Ieonard.mankowski65,amecfw.com)
Caryn Kelly — Amec (caryn.kelly(Mamecfw.com)
HALaw/Ford Aeronutronics/Ford Aeronutronics Comments CSM_101217
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Traffic rated well box
Ground Surface or
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Hydrated Bentonite Crumbles
Dry granular bentonite
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Dry granular bentonite
Hydrated Bentonite Crumbles
Dry granular bentonite
#2/12 Filter Pack Sand (6 inches Above and 6
Inches Below Middle of Probe Tip)
NESTED SOIL VAPOR PROBE
CONSTRUCTION DIAGRAM
Former Ford Aeronutronic Property
- -
Newport Beach, California
Figure
B-2
Date 11.09,20' 7
Project No 8615397106 02 2E
CITY OF NEWPORT BEACH
ENCROACHMENT PERMIT
CONDITIONS OF APPROVAL
\FOR%
TO:
Katherine Howe
(949)-574-7518
FROM:
Abby Cooke
(949) 644-3323
acookeO)-newportbeachca.gov
DATE:
May 15, 2018
SUBJECT:
Encroachment Permit N2018-0260
The following is the Encroachment Permit N2018-0260 additional conditions of
approval:
• The soil vapor probes are expected to be in the public right-of-way
approximately one (1) year. The Contractor shall obtain a separate
Temporary Street Closure Permit to destroy soil vapor probes and boring
within the public right-of-way.
• The roadway shall be opened by the end of the work day as stated on the
Traffic Control Plans. Normal roadway operations shall be restored outside
normal work hours.
• Residents and businesses shall be notified at least five working days prior
to starting work. The Contractor shall deliver a construction notice to all
impacted residents and businesses. The notice shall describe the project,
indicate the limits of construction and dates, describe disruptions that may
occur, and include a 24-hour contact phone number. Provide a copy of this
notice to the City prior to notifying residents and businesses. An interruption
of work at any location in excess of 14 calendar days shall require re -
notification.
5/21/2018 City of Newport Beach Page 21 of 22
6:34:09AM INSP150 - Daily Inspection Request Report
Requested Inspection Date: 05/21/2018
Inspection Type: ENCROACH
Inspection Area: PW
Site Address : 1 PUBLIC ROW
AMID Information:
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodpic.co
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
Requested Inspection(s)
Item: 10200 PRE JOB - PW
Requested Time: 5/21/2018 12:00:OOAM Requestor: WEBUSER
949-574-7518
Entered By: WEBUSER
Comments: PM -Please Contact Katherine Howe
Assigned to: zzzzzzzuzz`
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• 6/27/2018
4:30:51 PM
City of Newport Beach
INSP150 - Daily Inspection Request Report
Requested Inspection Date:
06/28/2018
Inspection Type:
ENCROACH
Inspection Area:
PW
Site Address:
1 PUBLIC ROW
AMID Information:
Page 2 of 16
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodplc.co
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/Macarthur intersection
Requested Inspection(s)
Item: 10210 PUBLIC WORKS
Requested Time: 6/28/2018 12:00:OOAM Requestor: NBIVR
9496786597
Entered By: NBIVR
Comments: NP
Assigned to:
Cj Mf 1-e 1--e W e
•
8/6/2018 City of Newport Beach Page 2 of 19
4:30:12pM INSP1 SO - Daily Inspection Request Report
Requested Inspection Date:
08/07/2018
Inspection Type:
ENCROACH
Inspection Area:
PW
Site Address:
1 PUBLIC ROW
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodpic.co
OWNER: CITY OF NEWPORT BEACH Phone:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/Macarthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adiacent to Bison Avenue. Asphalt restoration per City Standards.
Item: 10020 PERMANENT PAVING- PW
Requested Time: 8/7/2018 12:00:OOAM Re uestor:
Inspeclor:Ent" — ""'d S' Z VA - Date: g
ComrAWents: AM
NBIVR
TirRS?6786597 A PM
Assigned to: t/J "t
vie O0i n GVeY-
>✓ 1 -
i ►N
F-.\Users\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc\MASTERS\FORMS\InspectorSheet.doc
REPT131 Run Id: 4018
1/3/2019 City of Newport Beach . Page 4 of 16
4:30:46PM INSP150 - Daily Inspection Request Report
Requested Inspection Date: 01/04/2019
Inspection Type: ENCROACH
Inspection Area: PW
Site Address: 1 PUBLIC ROW
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone 949-574-7518
katherine.howe@woodplc.co
OWNER: CITY OF NEWPORT BEACH Phone
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/MacArthur intersection
f Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards. (5
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
East lull. Asphalt restoration per CitX Standards. &10-1
r
Z
Item: - P '�J4—A V'o1'P
Requested Time: 1/4/2019 12:00:OOAM Requestor: NBIVR
9496786597
Entered By: NBIVR
Comments: NP
Assigned to : ,A\/
V4�PeP-- P " 66�
L"-0
w
Lo99ed
Reflle
1/7/2019 City of Newport Beach Page 2 of 12
6:30:19AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 01/07/2019
Inspection Type: ENCROACH
Inspection Area: PW
Site Address : 1 PUBLIC ROW
NP/D Infbmudm:
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodplc.co
OWNER: CITY OF NEWPORT BEACH Phone:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/Macarthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
Eastbluff. Asphalt restoration per City Standards.
� �8) 5 c>
Item: Nr:'Gii✓
Requested Time: 1/7/2019 12:00:OOAM Requestor: NBIVR
Entered By: NBIVR
Comments: AM
Assigned to: ' �..
Refile
• -�g�ed
Reffle
4L
1/712019
City of Newport Beach Page 7 of 21
4:30:47PM
INSP150 - Daily Inspection Request Report
Requested Inspection Date: 01/08/2019
Inspection Type: ENCROACH
Inspection Area: PW
Site Address: 1 PUBLIC ROW
,s�;:
•�
tom.
.� .�',
Activity:
N2018-0260
SubType :
Status :
APPROVED
APPLICANT:
KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodplc.co
OWNER:
CITY OF NEWPORT BEACH Phone:
Description :
Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/MacArthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
Eastbluff. Asphalt restoration er CityStandards.
_
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.. _ .,. ., . la;�t.,..
s.sa�.� w.�++o.ua.�..u.-•�n.+..a.t
Item:
10205 GENERAL SERVICE
Requested Time:
1/8/2019 12:00:OOAM Requestor: WEBUSER
Entered By: WEBUSER
Comments: AM -Ford Road Locations
Assigned to:
TGT .
77777777777* J V
Logger!
Refile
(949) 241-7658
1/8/2019 City of Newport Beach Page 5 of 20
4:30:29PM INSPI60 - Daily Inspection Request Report
Requested Inspection Date: 01/09/2019
Inspection Type: ENCROACH
Inspection Area: PW
Site Address: 1 PUBLIC ROW y�
Y' C�.' •'Fj
?'k�a�.idir!4'7',+.
`f
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT:
OWNER:
Description :
KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodpic.co
CITY OF NEWPORT BEACH Phone :
Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/MacArthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
Eastbluff. Asphalt restoration per City Standards.
Item: 10000 EXCAVATION & PIPE INSTALL-UTIL
Requested Time: 1/9/2019 12:00:OOAM Requestor:
Entered By: WEBUSER
Comments: AM- Jamboree locations
Assigned to: 7777777777 -1-3
C-OIV,T-
O/L)
WEBUSER
(949) 241-7658
T-C-P� .
1/9/2019 City of Newport Beach Page 9 of 19
4:30:09PM INSP1 SO - Daily Inspection Request Report
Requested Inspection Date: 01/10/2019
Inspection Type : ENCROACH
Inspection Area: PW
Site Address: 1 PUBLIC ROW
Activity : N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodpic.co
OWNER: CITY OF NEWPORT BEACH Phone :
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/MacArthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
Eastbluff. Asphalt restoration per City Standards.
uesisd Ins
x x
Item: 10050 EXCAVATION- PW
Requested Time: 1/10/2019 12:00:OOAM Requestor: WEBUSER
9492027680
Entered By: WEBUSER
Comments: AM -Jamboree or Ford locations
Assigned to: 77777777777*. 1
Logged
Rene
1/10/2019 City of Newport Beach Page 5 of 12
4:30:07PM INSP150 - Daily Inspection Request Report
Requested Inspection Date: 01/11/2019
Inspection Type: ENCROACH
Inspection Area: PW
Site Address: 1 PUBLIC ROW
Activity: N2018-0260
SubType :
Status : APPROVED
APPLICANT: KATHERINE HOWE Phone : 949-574-7518
katherine.howe@woodpic.co
OWNER: CITY OF NEWPORT BEACH Phone:
Description : Install 7 soil vapor probes within the Bison Ave, Camelback, and La Salud ROW. One
boring location along La Salud
REVISED 06/25/18 - include one additional location on Camelback and one within
Bison/MacArthur intersection
Updated 07-31-18 - An additional boring location on AC pathway at Bonita Creek Park
adjacent to Bison Avenue. Asphalt restoration per City Standards.
Updated 12/19/18 - 10 additional boring locations along Jamboree, MacArthur, Ford and
Eastbluff. Asphalt restoration per City Standards.
'i_.
Item: 10250 FINAL - PW
Requested Time: 1/11/2019 12:00:OOAM Requestor: WEBUSER
9492027680
Entered By: WEBUSER
Comments: AM -Jamboree
-or\Ford locations �4N Z `� / — 74 5
Assigned to: 77777777777" V V \ C) e j iff�
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i
COIvApLEED