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HomeMy WebLinkAboutN2017-0206U 1, Wt. �,� o 10t= p% y of Newport Be e��ggp11111111111111111111111111ill Permit No: N2017-0206 ruDNewportBach CA 92660 N1111111i Pett Cocnter Phone (949)644-3311 Project No: 0 Online Inspection Request - www.newportbeachca.gov / Online Services Inspection Requests Phone (949)644-3255 Job Address: 1 PUBLIC ROW NB Thomas:Guide: Description : Install new groundwater monitoring well on Heliotrope Avenue and alley south of East Coast Highway. Pavement restoration per City Standards. Parcel # : Legal Desc : SCANNED Owner: CITY OF NEWPORT BEACH Contractor : ENVIRONMENTAL MANAGEMENT STRATEGIES Phone : Phone : 949-679-9500 Address : Ortum Address : 16510 ASTON ST IRVINE, CA Applicant: ENVIRONMENTAL MANAGEMENT STRATEGIES, INC Phone : 949-679-9500 [ Address : 8 GOODYEAR, SUITE 125 IRVINE, CA 92618 Special Cond.: Pre -job inspection required Traffic control per WATCH Permit Processing Fee: $241.00 Sewer Connection : $0.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Traffic control Plan Check : $130.00 Total Water Meters: $0.00 Inspection Fee : $330.00 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: 920248 License Expire: 08 31, 2018 Business License: BT30053040 Business Expire: 11 30, 2017 Workers' Compensation Insurance - - Carrier : CHUBB INDEMNITY INSURANCE CO Policy No: 0044727404 W. C. Expire: 10 01, 2017 Total Fee Paid . Balance Receipt No: $701.00 $701.00 $0.00 +� —1753? Other Department: Date : _/ / Permit Denied Date : / / Issued Permit: Date : ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 f-ncroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed r,onlractor must provide a I offer of Authonzation to allow another party to pull a permit An approved copy of the permit and consltuc Lion plan shall be kept at the lob site at all tunes Work, which has been done prior to issuance of a permit is subject to relection'fino city reserves the right to void permit if work does not commence within 30 days after date of issuaw e 2 f he Permitlee agrees to defend indemnify and hold the City, its authonred agent officers representatives and employees harmless from iriv responsibility liability suit or action of any description arising out of any accident loss or damage to persons or property occurring as a result of work undertaken under this permit 3 All work shal! be done in accordance with the approved plans Slandat(I Spe(.ial Ptovrsion.s umd Sland(no' Dtowimis of the City of Newport Beach and in compliance with all applicable State laws and City ordinances 4 Permittee guarantees all work performed under this permit to be free of hidden and latent defects Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5 A valid State licensed contractor must perform all construction within the public nght-of-way unless waived by the Public Works Director A valid Slate Contractor License Class A can perform any work in the public right-of-way For construction or connection to water lines a valid Slate Contractor License Class C-34 is required For construction or connection to sewer lines a valid State Contractor License Class C-42 is required 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-I_, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means Trenches less than 5 feel in depth shall be guarded when hazardous ground movement may be expected 7 The Public Works Department Inspectors must inspect all work in the Public right-of-way Forms and subgrade must be inspected and approved before concrete is ordered/poured Sewer pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed 8 All trench restoration most be inspected by the Public Works Department No utility rnstallationls) shall be allowed over or within 5 feet of any City utilities unless appioved by the Public Works Department Locate and pothole existing City -owned utilities ne water sewer or street lighting conduits) to verify locations Maintain a one -foot clearance over or cinder existing City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a 4 TT hok over the riser 9 Properly lighted barricades nui f he provided and m,iintained around all trenches excavations and obstructions All signs flags lights and other warning and safety devices shall conform to the requirements of the cuuent "Manual of Warning Signs Sights and Other Devices for the Use in Performance of Work Upon Highways , issued by the California Department of transportation If needed narricades c.an be obtained from the City at a charge of $10 00 per barricade per claw with a nnnirnum charge of S35 00 It is the responsibility of the applicant to place barricades to protect the general public Access to fire hydrants must be maintained at all times 10 Work within or near beach sensitive areas will not be allowed during City holidays sprang break Memorial Day weekend summer between June 1') and September 15 and during the holiday season from December 19 to January 1 unless approved by the Public Works Department 11 Any work that extends into traffic or parking lanes and impedes the normal flow of lreffic requires the applicant to acquire a leniporary Street Closure Permit from the Public Works Departnieni Access for trip police and emergency vehicles must be maintained at all times traffic Control niust be per Work Area traffic Control Handbook (�VAf CH ) No nighttime ttaffic lane closures unless [)nor approval has been granted Any lane(s) closure on a major street will only be allowed between 9 00 a m. and 3-00 p.m. (Monday thru Friday) unless approved by the Public Works Department Any work affecting the State Highway s traffic or within the Slate Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked 12 This permit does not ,authors; o the i lObure of sidewall,s streets or alleys for construction access storage of materials or parking of r,onstniction vehicles unless detailed on an attached Temporary Street Closure 13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction Applicant roust notify all affected residents 24 hours in advance of restricted access and any inconveniences 14 Refuse or unused mafeuals shall he removed within 24 hours after cornpletion of the work If riot removed, the City may remove and bill the applicant Coordinate alley c losures with City s refuse pick-up days by calling 94U-644-3066 for the collection schedule so service is not intenupted to place a dumpstei or materials in the public right-of-way a Temporary Street `losure Permit most be obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure, Certificate of Worker's Compensati n Insurance, or a Certified Copy thereof Date: I i Signature CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked Date: Signature CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way Date: Signature HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature. 24-hour notice for Encroachment Permit Inspection is required by calling Public Works at 949-644-3311. 15 Any above ground utihly facilities will require (to, uniented approval from lhi ,idl,i( wil affected property ownerlsl 16 Horneownem, contractors and subcontmcolrs may ear,h be liahk for viol,itious of „'awi Quality Laws Hest Management Practices will be enforced it 15 againl the 0,,v to discharge construction debris into the: gutter and storm drain Felony v1oJZ1hoo,, of i'V,arpr Quality Laws are punishable by fines up to 525 000 and/or rip I" ihn— ye<arti in `,(ate prison plus the full cost to clean up an illegal discharge or Spill 17 If a refundable deposit was paid applicant rrnist ,uhmit a soils C,onipar tre-1 Certificate or Evidence of a Slurried Backfill and request a final inspection iron, I Public Works Department Monies may be held for six months after final in`,pe,,tiwi before a refund will be processed 18 No trees in the public right-of-way shall be planted removed trnnmed nr 1-1w,ited without approval from the General Services Department 19 All work in the public right-of-way must meet the approval of the Public Department or corrections will be required (i e removals exposuf q connrrc,b, a5 etc 1 Additional inspection fees may be required 20 Permit is for standard materials in the public right-of-way only, unle"S plevioLi"ly approved by Public Works and an Encroachment Agreement has been pio(,­,secl 21 Permit is valid for "description' of work noted on front only Additional work performed may require Issuance of a separate permit and/or additional fees No work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Agplicant hereby acknowledges he/she has read and understands the terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days a" e. Permit fees are nonrefundable. Date: ' ' I I I('), Signature: �/P FEE WORKSHEET FOR FHCROACHUF1�tT ITY -PERMIT COF RT PUBLic WdAK, Pe' : w All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: Pobtic ROW PERMIT N2017- 02p10 NUMBER: APPLICANT: an v � ro,nm<,r►� aOj 9 • es Permit Processing Fee: Q Public Works Only $241.00 I Other Department $275.00 Agreement Fee: Preparation of Report/Agreement $817.00 Document Recordation Fee $192 00 Monitoring Wells $502.00 Inspection Fee: Public Works Field Inspection Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Qty. $165.00 2- $121.00 $165.00 $108.00 TBD1ITBD Street/Alley/Walk Closure: $65.00© Newspaper Rack Inspection $108.00 FI Traffic Control Plan Check 8-1/2" x 11" $65.00 1 Sewer Connection Fee $250.00 24" x 36" $143.001 1 4TT Box & Cover $64 00 Additional 1 THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1 REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval: 1 Qty. , Q . (Water Meter: Installation Charge $528 00 11 13/4" Meter $50.25 Water Meter Boxes: 11 " Meter $121 50 For Parkway & Sidewalk Area (Box + Cover = Cost) 11 1/2" Meter $285.00 1" Meter: 13.00 + 37 00 $50.00 1 11 1/2" Turbine Meter $700 00 2- Meter: 27.00 + 61.25 $88.25 12" Meter $425.00 12" Turbine Meter 13" Meter $845.00 $3,310.00 For Traffic & Alley Areas (Box + Cover = Cost) 1 1" Meter: 13.00 + 38 00 $51 OOB 14" Meter $4,730.00 2" Meter 27.00 + 162.00 $189.00 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 r2odti -701. -� Permit Specialist Receipt No. • f /users/pbw/shared/encroach/masters/ep front and back masters/ Rev 1 /5/201 7 _ lepfeeslieet xts-revised 10/21/2016 City of Newport Beach Public Works Department Phone: 949-644-3311 Fax: 949-644-3318 TEMPORARY STREET, ALLEY, OR SIDEWALK CLOSURE IN CONJUNCTION WITH AN ENCROACHMENT PERMIT 3ROJECT ADDRESS: 2939 East Coast Highway, Corona Del Mar (Newport Beach), Ca 92625 %PPLICANT: Environmental Management Strategies, Inc )ate Closure to Begin: 5/31/2017 Date Closure to End: 5/31/2017 Time of Closure: 7.00 AM to 4-00 PM DIAGRAM LOCATION OF ENCROACHMENT BELOW: ��------- t�1d�b.-- ---- - (7j VA( ct b f r 2 We- << � � �� . far t.� -- j'� I .- J Z n X 12 9�gH5 LI Note, Street and sidewalks will not be closed, This application is for posting of No Parking signs on both sides of Heliotrope Ave. for the installation of a groundwater monitoring well in the south parking margin as shown above Map showing area of no parking is attached. TRAFFIC ENGINEERING CONDITIONS OF APPROVAL: 1. 2 3. 4. 5 1 hereby certify the foregoing statements are true and correct and the permittee guarantees to indemnify and hold the City of Newport Beach harmless against any claims, liability, or judgments for damages arising out of the permitee's activities. Applicant Signature: Date: ,. Approved by: Date: ENCROACHMENT PERMIT NUMBER: e^crcochvrasterslformslstreetclosure zls ENVIRONMENTAL MANAGEMENT STRATEGIES, INC. Financially Based, Environmental Solutions April 26, 2017 Mr. Rodi Almendralo City of Newport Beach Public Works Department 100 Civic Center Drive Newport Beach, California 92660 Re: Summary Plan for Installation of a Groundwater Quality Monitoring Well within the City of Newport Beach Right of Way on Heliotrope Avenue in Corona Del Mar Dear Mr. Almendralo: Environmental Management Strategies, Inc. (EMS) has prepared this plan describing the proposed installation of an off -site groundwater quality monitoring well related to environmental investigation for Mr. Best Cleaners located at 2939 East Coast Highway in Corona Del Mar (Newport Beach), California. The proposed well location is shown on Figure 1 attached. The well is being required by the California Department of Toxic Substances Control (DTSC). A copy of the DTSC request and approval are attached.. Additional assessment is required by the DTSC to investigate the possible off -site lateral extent of volatile organic compounds in groundwater. Provided herein is a plan for the installation, sampling and removal of the groundwater monitoring well. The well will be removed and the pavement restored to City of Newport Beach specifications once completion of environmental corrective action has been approved by the DTSC. It is anticipate that the well will be in -place for one to two years. Scope of Work Provided below is a description of the general scope of work EMS proposes for installation of the off -site groundwater monitoring well as required by the DTSC. EMS is a California General Engineering Contractor (License 920248). Well installation will be scheduled for a day when street sweeping will not be performed on either side of the Heliotrope Avenue. Pre -Field Activities • Obtain necessary drilling permits from the County of Orange Health Care Agency. • Obtain encroachment permits from the City of Newport Beach (applications attached) • Review, previously established sampling and health and safety protocols. • Secure access to proposed sampling locations. • Mark well location for Underground Service Alert Notification. • Provide written notice of construction dates to nearby residences and businesses. • Notify City of Newport Beach of field work as required by the encroachment permit. 8 Goodyear, Suite 125 Tel (949) 679-9500 Irvine, CA 92618 Fax (949) 679-9501 April 26, 2017 Page 2 of 3 Traffic Control The street and sidewalks will not be closed for construction of the well. EMS will secure a permit to place no parking signs supplied by the City of Newport Beach on both sides of Heliotrope Avenue for a distance of approximately 170 feet northeast and southwest of the well location. No parking signes will be place the day before drilling to warn residence no to park within the designated area during the specified work hours. Traffic control will be performed according to the WATCH manual. Traffic safety cones, "Construction Ahead" warning signs and flag -men will be utilized for this project. Groundwater Monitoring Well Installation The surface of Heliotrope Avenue where the groundwater monitoring well is to be installed is paved with asphalt (Figure 1). An 18-inch diameter core will be removed from the asphalt pavement for installation of the well and an 8-inch diameter traffic -rated steel man -way cover. A truck -mounted hollow -stem drill rig equipped with 8-inch diameter hollow -stem aurger will be used to drill the boring for well installation. Plastic sheeting will be placed in the work area to prevent soil from contacting pavement. Based on previous drilling at the site, groundwater is anticipated to be encountered between 55 and 60 feet bgs. The hollow -stem auger will be advanced to approximately 10 feet into groundwater at each boring location. A two-inch diameter Sch. 40 PVC groundwater monitoring well will be installed in the boring. The screen section of the well will extend at least 10 feet into groundwater. A diagram of a proposed combined soil vapor and groundwater monitoring well is provided as Figure 2. An 8-inch diameter steel man -way (well cover) will be installed at the surface for safety and access for sampling (Figure 2). The cover will be set in a minimum of 8-inches of Rapid -Set concrete and installed flush with the surface of surrounding pavement. Delineators and caution tape will be placed around the well for a 24 hour period to allow the Rapid -Set concrete to cure to 5,000 psi compression strength. Groundwater Monitoring Well Removal The groundwater monitoring well will be removed under permit from the Orange County Health Care Agency once closure of the environmental case has been granted by the over sight agency (DTSC). The surface at the well location will be re -paved according the City of Newport Beach specifications. 8 Goodyear, Suite 125 Tel (949) 679-9500 Irvine, CA 92618 Fax (949) 679-9501 April 26, 2017 Page 3 of 3 Please contact me at (949) 679-9500 ex. 104 if you have any questions or require may additional information or documents. You can also e-mail me at mike.mllarellongoemsinc.com. Sincerely, Environmental Management Strategies, Inc. 1 . I Michael Marello, P.G., C.HG. Senior Hydrogeologist Attachments. P4.'We'AlAEDoEExp of`�Or CAL cc: Gary Long, Sibling Associates, LLC 8 Goodyear, Suite 125 Tel (949) 679-9500 Irvine, CA 92618 Fax (949) 679-9501 Figure 1 Aerial Image Showing Proposed Groundwater Quality Monitoring Well Location Mr. Best Cleaners 2939 E. Pacific Coast Highway Corona Del Mar, California Environmental Management Strategies, Inc. Symbols Proposed groundwater monitoring well location in public right-of-way t Scale o so toa a Image Source: Google Earth Pro , , Curb I Sidewalk Sidewalk PLAN VIEW Aspahlt Street Pavement 18 in. 10 8 in. 01 Cutter water IN DO Not Fill ft -2 I.-_ 18-inch diameter core cut Conctete skirt 8-inch vertical thickness 3,600 PSI in 3 Hours, 5,000 PSI in 24 Hours, ASTM C39 (Mod 8-inch dram. traffic -rated locking steel man -way (well cover). Top flush to street pavement level. CROSS-SECTION VIEW 8-inch dram. traffic -rated locking steel Curb man -way (well cover). Top elevation flush to street pavement level (Approx. 33 ft. AMSL) Gutter Conctete skirt 8-inch vertical thickness. 3,101 PSI in 3 Hours, 5,000 PSI in 24 Hours, ASTM C39 (Mod Heliotrope Avenue .... .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Gravel Base 'YX Soil Approx 2 ft. 2 inch locking well cap 1/4 in. Nylaflow tube soil vapor probe. Intake set at 20 ft BGS 2 inch dram. Sch 40 PVC blank casing 0.5 to 32 ft. BGS Bore -hole diameter 8-inches Grannular bentonire clay annual seal (hydrated) 4 No 3 sand filter pack (1 ft thick) - 1/41n Nylaflow tube soil vapor probe. Intake set at 40 ft. BGS No. 3 sand filter pack (I ft thick) Groundwater anticipated at approx 58 ft. 2 in. claim. Sch. 40 PVC well screen 0.020 in slots 55 to 70 ft. BGS No 2 / 12 silica sand filter pack approx 54 to 70 ft. BGS Flush -thread PVC bottom plug Figure 2 Groundwater Monitoring Well Diagram Mr. Best Cleaners/James Square Corona Del Mar, California Total Depth Approx 70 ft. Scale as Labeled Environmental Management Strategies, Inc. �'.IilllllNlt�t�a���3i�,�il►�, � �, i a' Proposed Groundwater Monitoring Well Location 4m z Heliotrope Ave. Ir ENVIR-5 OP ID: W2 CERTIFICATE OF LIABILITY INSURANCE D 1010 //10/2016Y) 016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Kaercher Campbell & Associates 600 Corporate Pointe, Ste 1010 Culver City, CA 90230 Wendi Carpenter INSURED Environmental Mgmt. Strategies Inc. dba: Environmental Support Technologies 8 Goodyear, Suite 125 Irvine, CA 92618 wXW" Gary Lutz x PRrA,cJfit1"310-556-4775 NE a/c mot: 310-551-4702 E-MAX ADDRESS: 9utzl_ kcaib.com �__ __ INSUREFi(SI AFFORDING COVERAGE _ N_AIC M____ INSURER Starr Indemnity & Liability Co INSURERS Chubb Group of Ins. Companies 10052 INSURER Philadelphia Indemnity Ins. Co INSURER D INSURER E COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS TIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, USIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS L -- -- — -- - - TAISDL'SU9Rj -- - - -- POLICYEFFPOLICY EXP TYPE OF INSURANCE iNsp wyn POLICY NUMBER MWDDIYYYY) IMMIDDIYYYYJ ----1-- LIMITS ---- GENERAL LIABILITY - -_ EACH CCCURRENCE ; 1,000,00 A X COMMERCIAL GENERAL LIABILITY 1000065920161 10/01/2016 10/01/2017' ,. _ I _ _ DAMAGE TO RENTED PREMISES LEa occurrence) b - 100,00 _ CLAIMS -MADE. X I OCCUR `E MED EXP (Any one persow 3 6,0 X & O-Pollution _ PERSONAL & ACV INJURY 1,000,00 $1_M_M_per _ 1000065920161 10/01/2016 10/01/2017 -$ GENERALAGGREGATE $ 2,000,00( GEN'-AGGREGATE LIMIT APPLIES PER PRODUCTS -COMPIOP AGG 5 2,000,00 Poucv X �O" Loc �Ded 52500 I $ AUTOMOBILE UABILITY COMBINED SINGLE LIMIT 1,000,00 La acc+Uennt —r$ C X ANY AUTO PHPK1515018 06/29/2016 06/29/2017 BODILY INJURY (Per person) S -- ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED ,�—-7 AUTOS PROPERTY DAMAGE (PER ACCIDENTL__ __ Coll/Comp Deduc 3 1,00 UMBRELLA LIAB X_ OCCUR EACH OCCURRENCE 2,000,00 A X EXCESS LIAR C-AIMS-MADE 1000065920161 10/01/2016 10/01/2017 'RETENTION `3 AGGREGATE $ 2,000,00 DED X $ 0 3 WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS' LIABILITY Y-� __ TORY LIMITS . ER Y B ANY PROPRIETOR!PARTNER,E,(ECUrIVE 004472740404 10/01/2016 10/01/2017 E L EACH ACCIDENT 3 1,000,oO CFFICER/MEMBER =XCL JDED1 �� NIA -------- - - -- - — -- . — -- -- (Mandatory in NH) E L DISEASE - EA EMPLOYEE' $ 1,000,00 If yes describe unber — — -- -- DESCRIPTION OF CPERATIONS below E L DISEASE - POLICY LIMIT $ 1,000,00 A Professional 1000065920161 10/01/2016 10/01/2017 $1MIL Per $2MIL Ag Liability I DESCRIPTION OF OPERATIONS! LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION For Proof of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Department of Toxic Substances Control Matthew Rodriquez Secretary for Environmental Protection January 25, 2017 Barbara A. Lee, Director 5796 Corporate Avenue Cypress, California 90630 Mr. Michael Marello, PG, CHG Environmental Management Strategies, Inc. 8 Goodyear, Suite 125 Irvine, California 92618 ADDITIONAL SUBSURFACE INVESTIGATION AND REMOVAL ACTION CONFIRMATION TESTING REPORT, MR. BEST CLEANERS SITE, 2939 EAST COAST HIGHWAY, CORONA DEL MAR, ORANGE COUNTY Dear Mr. Marello: Edmund G. Brown Jr. Governor The California Department of Toxic Substances Control (DTSC) received the above report (Report), dated October 11, 2016, on December 1, 2016. Upon review of the Report, DTSC has the following comments: Geological Services Branch: Additional soil vapor sampling is necessary in the soil vapor probes adjacent to the residential area. Both shallow and deep sampling will give a better prospective on whether concentrations that are from residual soil vapor or from concentrations in groundwater. After review of the preliminary groundwater data, it can be established that the groundwater flow direction is to the northwest, thus supporting that concentrations reported in groundwater are not from the dry cleaner across Pacific Coast Highway (northeast) or from the other dry cleaner across Isis (southwest). It appears that perch loroethylene (PCE) in groundwater reported in GMW-1 is from the Mr. Best Dry Cleaner site (the Site). The concentrations reported in GMW-2 and GMW-3 reflect attenuation due to being down- and cross -gradient from the primary source. We recommend the installation of two additional groundwater monitoring wells: one up -gradient well to determine up -gradient conditions and to confirm that there are no off -site sources contributing to the observed PCE in groundwater, and one well approximately 50 feet down -gradient from GMW-1 to determine concentrations at the edge of the Site and to assist in determining the rate of attenuation. 9 Mr. Michael Marello, PG, CHG January 25, 2017 Page 2 Human and Ecological Risk Office (HERO) The report is well prepared and the descriptions of the potential risks based on the data collected and the risk assessment are acceptable. The risk assessment examines potential risks to commercial workers on -Site as well as existing neighboring residences and hypothetical future residents on -Site. HERO has the following comments and recommendations: 1) HERO notes that the largest risks predicted are to commercial workers due to the residual sub -slab soil -gas samples and the use of default assumptions on attenuation (as high as 1.8 x 10"5). However, HERO concurs with the additional assessments looking at the indoor air sampled in the two vacant units prior to and after cleanup that do not support the risk estimates based upon the default attenuation factors and support alternative maximum risk estimates. Residual risks for commercial workers based upon modeling deeper soil vapor probes (5- 40 ft bgs) are less than 1 x 10-6 or a non -cancer hazard level of 1. Indoor air levels of PCE in the two vacant units following completion of remediation were less than measured outdoor air (see Comment 2). Indoor air was not sampled in the dry cleaners and the restaurants. However, the post remedial levels of PCE in shallow soil vapor below the buildings in the different units appear to be similarly low and are unlikely to impact the dry cleaners at a level greatly different than the two empty units. 2) HERO notes that PCE in outdoor air is relatively high near the dry cleaners and is currently higher than what was measured indoors, suggesting that there may be a source of PCE emissions nearby. The Report describes other dry cleaners located close by which may be actively using PCE. The additional lifetime cancer risk from the PCE in outdoor air is between 2 to 3 x 10-6 for a resident. 3) HERO concurs with the risk estimates for future residents on the Site, which are low, ranging from less than 1 x 10-6 to as high as 3 x 10-6 in the different vapor probes with the highest PCE concentrations generally found in the deeper probes closer to groundwater. However, HERO wishes to note a potential uncertainty in the risk assessment of future risk to the Site for possible residential reuse. The assessment of potential risks for a future resident on -Site do not include the sub - slab measurements and the approximately 10x higher estimates of indoor air levels which are predicted when using the default empirical attenuation factors required by DTSC guidance for evaluating sub -slab vapor probes. Residential reuse of the Site would entail significant redevelopment and changes to the site, which makes the current indoor air and sub -slab measurements used in evaluating the commercial risk scenario unlikely to be representative of future conditions for future residents. Therefore, in order to reduce uncertainty on potential risks for future residents, HERO recommends restricting the site to commercial uses or requiring additional vapor intrusion evaluation or mitigation to be included as part of a future redevelopment. Mr. Michael Marello, PG, CHG January 25, 2017 Page 3 4) HERO concurs with the current assessment of risks to the neighboring residents of a maximum of 1 x 10"6 based on the vapor probes closets to the residential buildings at 5 and 15-ft bgs and 2 x 10-6 based upon the levels measured in deeper soil -gas (at SG-31) associated with the source in groundwater (which was highest in concentration at GMW-1). HERO notes that the DTSC Project Geologist has recommended two additional groundwater wells up and down gradient of GMW-1. HERO recommends installing two additional multi -depth vapor probes at 10, 20, and 40-ft co -located with these two new wells. When sampling groundwater, HERO recommends sampling the two recommended vapor probes in addition to sampling vapor probes SG-28, SG-31, SG-18, SG-20, SG-33 and SG-34 to better establish vapor intrusion risks to the off -Site residents. DTSC would like to schedule a meeting with you to discuss how to proceed further regarding remediation of hazardous substances at the Site. If you have any questions, please contact me at (714) 484-5473 or e-mail joseph.cully@dtsc.ca.gov. Sincerely, ?z4 Joseph Cully Project Manager Brownfields and Environmental Restoration Program cc: Gary Long Sibling Associates, LLC 4667 MacArthur Boulevard, Suite 420 Irvine, California 92660 Matthew Rodriquez Secretary for Environmental Protection March 27, 2017 Department of Toxic Substances Control Barbara A. Lee, Director 5796 Corporate Avenue Cypress, California 90630 Mr. Michael Marello, PG, CHG Environmental Management Strategies, Inc. 8 Goodyear, Suite 125 Irvine, California 92618 Edmund G. Brown Jr. Governor ADDITIONAL RISK CONFIRMATION TESTING AND SUBSURFACE INVESTIGATION TECHNICAL MEMORANDUM 005, MR. BEST CLEANERS SITE, 2939 EAST COAST HIGHWAY, CORONA DEL MAR, ORANGE COUNTY Dear Mr. Marello: The California Department of Toxic Substances Control (DTSC) received the document entitled Technical Memorandum 005 (Workplan), a workplan for additional risk confirmation testing and subsurface investigation for the above site, dated February 23, 2017 and transmitted by e-mail to DTSC on February 27, 2017. Upon review of the Workplan, DTSC hereby approves it. On March 15, 2017, DTSC sent an e-mail to you, approving the Workplan. We understand that you have already begun field work. Please notify us at least seven (7) days in advance of any type of field activity so that we may observe it. If you have any questions, please contact me at (714) 484-5473 or e-mail me at joseph.cully@dtsc.ca.gov. Sincerely, Joseph Cully Project Manager Brownfields and Environmental Restoration Program cc: See Next Page. W WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMPLETE BELOW INFORMATION PROJECT ADDRESS: 2939 East Coast Highway, Corona Del Mar (Newport Beach), California 92625 DETAILED DESCRIPTION OF PROPOSED WORK: Installation of a groundwater quality monitoring well within the parking margin of the south side of Heliotrope Avenue near the southwest corner of the intersection of Heliotrope and an alleyway approximately 260 feet west of E. Pacific Coast Hwy (see attached figures). Well required the California Department of Toxic Substances Control. APPLICANT: Environmental Management Strategies, Inc. Phone: 949 679-9500 Email Address: mike.marello@goemsinc.com Mailing Address: 8 Goodyear, Suite 125 City/State/Zip: Irvine, CA 92618 OWNER: Sibling Associates LLC jPhone: 949 222-5775 Email Address: glong@sjrd.com Mailing Address4667 MacArthur Blvd., Ste. 420 City/State/Zip: Newport Beach, Ca 92660 ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOREnvironmental Management Stategies, Inc. Office Phone: 949 679-9500 Company (if different): Jobsite Phone: (949) 338-3096 Other Phone: Email Address: mike. marello oemsinc.com Mailing Address: 8 Goodyear, Suite 125 Y City/State/Zip: Irvine, Ca 92618 State License Number & Class: 920248 Expires: 6/31 /2018 City Business License Number: BT30053040 Expires: 11 /30/17 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Chubb Group of Ins. Companies Policy No: 004472740404 Expires: 10/01/17 REFUNDABLE DEPOSIT INFORMATION (ff A00fi6ab1 ):"' Refund Payable To: Mail Refund To: FOR OFFICE USE ONLY Special Conditions of Permit:—?rt-�ob ;nsput•,>A r vlr" . --Tr*; ''G C0A+VV1 'Pee *47rcli_ ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: Other: Engineering Technician: +Zod: Public Works Specialist: I Ro Date.. d-1 - 2'1 - 1 , Permit No. N20 ►-1 — 020tp f /users/pb�v/sharedlencroachimosters/epworksheet As Public Works Department 949-644-3311 1/10/2022 City of Newport Beach Page 4 of 20 6:30:45AM INSP150 - Daily Inspection Request Report Requested Inspection Date : 01/10/2022 Inspection Type: ENCROACH Inspection Area : PW Site Address: 1 PUBLIC ROW A/P/D Information: Activity : N2017-0206 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: ENVIRONMENTAL MANAGEMENT STRATEGIES, Phone : 949-679-9500 Description : Install new groundwater monitoring well on Heliotrope Avenue and alley south of East Coas Highway. Pavement restoration per City Standards Requested Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/10/2022 12:00-00AM Requestor: WEBUSER Entered By: WEBUSER Comments: 'ANY-' Assigned to zzzzzzzzzzz* , 4*0 AwIleol WOPAIC oweew#40T