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HomeMy WebLinkAbout2014 CON (Encroachment Agreement) Restructure Petroleum Marketing Services - Monitoring Wells Palm AvenueDOC ## 2014-0519259 PLEASE COMPLETE THIS INFORMATION. RECORDING REQUESTED BY: City of National City AND WHEN RECORDED MAIL TO: " City of National City Attn: Mauro Nebreja Engineering Department 1243 National City Blvd. National City, CA 91950 11111111111111111111 iii iuI Hii iUI Uhi NOV 26, 2014 10:57 AM irni i OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFICE Ernest J. Dronenburg, Jr., COUNTY RECORDER FEES: 102.00 WAYS: 2 PAGES: 25 IIIIII lllll IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII I'll THIS SP CE FOR RECORDERS USE ONLY City of National City Monitoring Well Encroachment Permit and Agreement (Please fill in document title(s) on this line) Project Site Description Monitoring Well Installations within City of National City Rights -of -Way (3 locations) 1. Center Lane of Palm Ave., approx.. 50 feet south of Fourth Street; 2. Western shoulder of southbound Q. Ave., approx. 175 feet south of Fourth Street 3. Approx. 80 feet east of Q Ave. in alley located approx.. 100 feet south of Fourth Street Property Owner City of National City 1243 National City Blvd. National City, CA 91950 PREMITEE and Well Owner Restructure Petroleum Marketing Services of CA c/o Innovative Environmental Solutions 839 Second St., Suite 2 Encinitas, CA 92024 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) 9/95 Rcc.Form #R25 iii MONITORING WELL ENCROACHMENT PERMIT AND AGREEMENT The City of National City hereby grants an Encroachment Permit to the undersigned, Restructure Petroleum Marketing Services of California (RPMS-CA) (hereinafter referred to as "PERMITTEE") in accordance with and pursuant to the terms and conditions set forth in Chapter 13.12 of the National City Municipal Code to install monitoring wells. The term "PERMITTEE" includes all successors in interest and assigns of the PERMITTEE. The PERMITTEE, in consideration of this grant of permission by the City of National City (hereinafter referred to as "CITY") to install and maintain MONITORING WELLS (all hereafter designated from time to time as an "encroachment") within or upon a CITY easement, property, or right-of-way for the use and benefit of PERMITTEE'S property and adjacent lands, now covenants and agrees as follows: The site of installation and any description of PERMITTEE'S encroachment are described in EXHIBIT A, attached. The terms and conditions under which the encroachment is to be installed and maintained are as follows: 1. This Encroachment Permit and Agreement (collectively hereafter, AGREEMENT) is made for the direct benefit of PERMITTEE and PERMITTEE's property described above, and the covenants herein contained shall be binding on the PERMITTEE and its assigns and successors. This AGREEMENT is issued pursuant to Chapter 13.12 of the National City Municipal Code, the terms of which PERMITTEE hereby specifically acknowledges, accepts. and agrees to. PERMITTEE also acknowledges that those terms and conditions include, without limitation, the CITY's right to require the removal, relocation, or undergrounding of the encroachment when deemed necessary and feasible by and in the sole discretion of the City Engineer, at PERMITTEE's expense. The terms and conditions of Chapter 13.12 shall govern the interpretation and application of this Encroachment Permit, the maintenance of the encroachment, and the PERMITTEE' S duties and obligations. In the event of litigation to enforce any of the terms and conditions of this permit, the CITY shall be entitled to its attorney's fees and costs of enforcement. A copy of this Encroachment Agreement may be recorded against the PERMITTEE's real property that may be benefited by the installation and maintenance of the encroachment. Upon request by CITY, PERMITTEE shall record this Encroachment Agreement with the County of San Diego, County Recorder's Office, and upon recordation shall return the original to the CITY. 2. The encroachment shall be maintained in a safe and sanitary condition at all times at the sole cost, risk, and responsibility of PERMITTEE and all successors in interest, so long as the encroachment exists. 3. Upon notification in writing by CITY's City Engineer, the above described encroachment shall be abandoned, removed, or relocated by PERMITTEE at the PERMITTEE's sole expense. If PERMITTEE fails to remove or relocate the encroachment herein permitted within thirty (30) days after notice of removal or relocation from the CITY, CITY may cause such removal or relocation to be done at PERMITTEE's sole cost and expense, which cost shall be a lien upon the land benefited by the encroachment and the personal liability of the PERMITTEE. 4. PERMITTEE shall furnish the CITY with a faithful performance bond as security for the prompt completion of the installation, removal, abandonment, and all appurtenant operations, including any necessary subsequent street resurfacing or restriping required for installing or maintaining the encroachment, which bond shall be maintained so long as the encroachment exists. 5. CITY shall not at any time be liable for injury or damage occurring to any person or property from any cause whatsoever arising out of PERMITTEE's construction, installation, maintenance, repair, use, operation, condition, or dismantling of the monitoring wells or the encroachment except to the extent caused by CITY's sole negligence or willful misconduct. 6. PERMITTEE shall indemnify, defend, and hold harmless CITY and its officers, agents, and employees from all liability, loss, costs, claims, demands, suits, and defense costs, including attorneys' fees, arising out of PERMITTEE's entry upon and use of CITY's easement or right-of-way for the installation, maintenance, removal, and use of the PERMITTEE's encroachment. PERMITTEE shall indemnify, defend, and hold harmless CITY and its officers, agents, and employees from all liability, loss, costs, claims, demands, suits, clean-up costs, and defense costs, including attorneys' fees and expert witness fees, arising out of or related to PERMITTEE's monitoring wells subject to this Agreement, except for those claims which arise out of the sole negligence or willful misconduct of the CITY. 7. Insurance. PERMITTEE shall take out and maintain, during the time the encroachment remains on CITY's easement or right-of-way, commercial general liability insurance with minimum limits of Two Million Dollars ($2,000,000.00) per occurrence, and Four Million Dollars ($4,000,000) aggregate, covering all claims of bodily injury, including death, and property damage arising out of this Agreement. PERMITTEE shall take out and maintain, during the time the encroachment remains on CITY's easement or right-of-way, pollution liability coverage with minimum limits of Three Million Dollars ($3,000,000) per occurrence covering all claims of bodily injury, including death, and property damage arising out of this Agreement. PERMITTEE shall take out and maintain workers' compensation insurance covering all of PERMITTEE's employees, with limits sufficient to satisfy California statutory requirements. In addition, PERMITTEE shall take out and maintain employer's liability coverage with limits of not less then One Million Dollars ($1,000,000) per occurrence. The policy shall be endorsed with a waiver of subrogation as to the CITY. All policies required by this Agreement shall be written by insurers licensed to do business in the State of California, which are rated at least "A, VII" by the current A.M Best Ratings Guide and otherwise approved by CITY's Risk Manager. Coverage written by non -admitted, surplus lines carriers may be acceptable provided the insurer is included in the most recent California List of Eligible Surplus Lines Carriers (LESLI list) and otherwise meets CITY insurance requirements. Coverage shall be written on occurrence forms; in the event coverage is written on a claims made form, the retro date must be on or before commencement of this Agreement, and coverage must be maintained for a period of at least three (3) years following the termination of this Agreement. All deductibles and/or self -insured retentions must be disclosed on the certificate of insurance. These policies shall name CITY and its officers, agents, and employees as additional insureds, and shall constitute primary insurance as to CITY and its officers, agents, and employees, so that any other policies held by CITY shall not contribute to any loss under said insurance. Said policies shall provide for thirty (30) days prior written notice to CITY of cancellation or material change. Prior to commencement of this Agreement, PERMITTEE shall furnish CITY a certificate of insurance with all required endorsements evidencing the coverage required by this section. Should PERMITTEE fail to do so, CITY may elect to obtain such coverage at PERMITTEE'S expense or immediately terminate this Agreement, and require removal of the encroachment. 8. PERMITTEE is further responsible for obtaining any required construction, excavation, or building permits; for notification to Underground Service Alert, when applicable; and for the safe installation and maintenance of the encroachment at all times. 2 Encroachment Permit and Agreement Monitoring Well 9. This Encroachment Permit shall not be valid nor confer any rights to install and maintain an encroachment until it is approved by the CITY, and accepted and acknowledged by the PERMITTEE, and if determined necessary by the CITY, recorded. 10. PERMITTEE shall within 48 hours upon written notification by the CITY adjust, or cause to adjust the top of the well on any City right of way and easements, if and when such adjustment will become necessary as a result of CITY's street resurfacing, or other construction operations. 11. PERMITTEE shall provide and maintain adequate traffic control at the sole cost, risk and responsibility of PERMITTEE and successor in interest, during the course of the construction of the well, and the monitoring and sampling periods or any other operation within the CITY right-of-way. PERMITTEE shall hold CITY harmless with respect thereto. 12. PERMITTEE shall notify the CITY in writing of any proposed change in the location of the well prior to installation. PERMITTEE shall obtain additional permits for any such changes from the CITY prior to the commencement of work. 13. PERMITTEE shall apply to the City Engineer for a construction permit prior to the installation of the well on any City right of way and easement, and for subsequent adjustments. 14. All operations conducted by the PERMITTEE on the CITY premises, including monitoring and sampling of the well and running of equipment shall be limited to the hours set by the City Engineer, and there shall no deviations from these hours. 15. PERMITTEE shall notify all adjacent residential and commercial developments as to the intended construction, and shall post notices indicating the type and the hours of construction and all other subsequent work. The PERMITTEE shall diligently proceed to complete all work with a minimum of inconvenience to the public. 16. At least 48 hours prior to start of construction, PERMITTEE shall contact Underground Service Alert for all underground utility mark -out. It shall be the responsibility of the PERMITTEE to locate all substructures and protect them from damage. The expense or repair or replacement of said substructures shall be solely borne by the PERMITTEE, and the CITY shall be held harmless with respect thereto. 17. The PERMITTEE shall be responsible for the prevention of damage to the adjacent property. No person shall excavate on land so close to the property line as to endanger any adjoining public street, sidewalk, alley, or any other public or private property without supporting and protecting such property from settling, cracking, erosion, silting, scour, or the damage which might result from the PERMITTEE's operations. 18. The PERMITTEE shall design, construct, and maintain all safety devices, including shoring, and shall be solely responsible for conforming to all local, state, and federal safety and health standards, laws, and regulations. 19. The proposed well may exist in the public right-of-way for a maximum of two years. The PERMITTEE shall inform the CITY if additional time will be required for groundwater monitoring, and shall obtain the CITY's written approval for any time extension. 20. PERMITTEE shall notify the CITY in writing at least 48 hours prior of any intended monitoring of the well to be conducted during the length of this encroachment. Such notification shall contain the time and date of the intended sampling, and shall be subject to the approval of the CITY. 3 Encroachment Permit and Agreement Monitoring Well 21. PERMITTEE shall deposit a sum equal to $2,000.00 in the CITY's account, to be used only for emergency purposes, prior to the approval of this Encroachment Agreement. 22. The well cap installed under this permit shall have information printed giving the name and phone number of the responsible entity in charge of the installation and maintenance of the well. 23. The PERMITTEE shall provide the CITY with a copy of the site assessment and remediation report; a copy of the Department of Health Services, County of San Diego response; and the site remediation completion report. The report shall show the extent of ground water and/or soil contamination, if any. Dated: CITY OF NATIONAL CITY PERMITTEE: Morrison, Mayor Restructure Petroleum Marketing Services of California (RPMS-CA) c/o Innovative Environmental Solutions (IES) Entity/Company Michael T. Davis / Owner Name & Title ATTACH NOTARY CERTIFICATION FOR THE NAME OF PERMITTEE SHOWN ABOVE. USE CALIFORNIA ALL PURPOSE ACKNOWLEDGEMENT NOTARY ONLY. PERMITTEE/APPLICANT INFORMATION: Michael T. Davis Mailing Address: Person in Responsible Charge 839 Second Street, Suite 2 (760) 846-2330 24/7 Phone Number Encinitas, CA 92024 Innovative Environmental Solution (IES) Firm Name PLAT SHOWING LOCATION OF WELL HEADS OR OTHER STRUCTURES, EASEMENT, OR RIGHT-OF- WAY, AND SEWER AND/OR DRAINAGE FACILITIES: SEE EXHIBIT "A", ATTACHED 4 Encroachment Permit and Agreement Monitoring Well MONITORING WELL INSTALLATION QUESTIONS 1) What is the time of completion of the djilling and well construction? Ailpx ,,,,,tAel,i I week. -#moo- -# c,e. -0,ece, (3) vue Us. 2) What is the time required to install each well? / dal 3) How long will the wells remain in the street? CiA I Sly_DEH JUc4 rK i t s: 4-e c toSu.-L (1 ("0S E. 444. s+.) 4) How long will the abandonment of the wells be? (time frame) 3 days 5) How often will the wells be monitored and sampled? cc?441.' - 4-rwi.C1 6) How long will it take to purge and sample each well? Air S lWG-(l 7) Who will be responsible for removing the wells from the public right-of- way and restoring the street? t2PM5 'CA C f'd ! 440.44 8) Who will be responsible for top of well head a justments? R PticS CA- c-/o lc t, LEGEND MW-11 MW-5EAB M W-5 MWf-3A e f Mil-3� ` SAS/VE-1 \\\\ c AS/VE-3 AS/VE— 241 M W— 7 MW-2A ��vL\, MW-6 n M W-6 \\A �, \ \\\ MW-6EAB + MW-2 MW-12 MW-16 MW-7A 9s MW-13 0 MW— 8 CD MW-17 4- PROPOSED MONITORING WELL RPMS-CA (FORMER E-Z SERVE) ® GROUNDWATER MONITORING WELL (I) ESTATE OF AGNES BARBER (EAB) '- GROUNDWATER MONITORING WELL DUAL VAPOR EXTRACTION WELL AND AIR SPARGE WELL (RPMS-CA WELLS) MW-18 APPROX SCALE 1" = 40' SITE PLAN (WITH PROPOSED MONITORING WELL LOCATIONS) FORMER RPMS (E-Z SERVE) LOCATION 781 1604 E. FOURTH STREET NATIONAL CITY, CA PROJECT NO. 100781-010 FILE NO. 1:Projects\RPMS781\well perm\Figs Innovative Environmental Solutions EXHIBIT A-1 DEPTH BELOW GROUND SURFACE (FOOT) 3' 8-INCH DIAMETER DRILLED BORING 90' 93' 95' 115' NOT TO SCALE / // // • // �'r• ♦ ♦ ♦ ♦ 4 , +• ♦ + + a♦♦♦♦+♦ 4+f ♦ ♦ ♦ F s. ♦ ♦ ♦ ♦ ▪ ♦ ♦ ♦ ♦ ♦+a + ♦ +•+•+•+• ♦ ♦ ♦ ♦ ♦ ♦ 4 ♦ ++++ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + + ! , ♦ ♦ ♦ f ♦ + +•+• f 4 + ♦ ♦ ♦ f ♦ f ♦4! •! ♦ ♦ •♦ r ♦ • ♦ ♦ f ! ♦♦ ♦♦♦ a ♦ 44♦+ ♦♦+♦♦+♦ ♦ + ♦ ♦ } + ♦ ♦ ♦ =• ♦ • 4 +i ♦ • ♦ ♦ ♦ ♦ ♦ ♦ �♦+ a ♦ f ♦ ♦ ♦ ♦ r f ♦ ♦ ♦ f + ♦ ♦`♦ • ♦ ♦ ♦ ♦ 4 ♦ +♦ f ♦ ♦ ♦ ♦ ♦ ♦ f ♦ ♦ ♦ ♦ ♦ ! ♦ +f♦♦♦♦— ♦f♦♦+4 ♦ 4 4 ♦ ♦ .•�♦4♦4+ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ , ♦ 4 �+♦+ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ f ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ f ♦ + ♦ , + �1 +4 ♦ ♦ + + ♦ ♦♦ f! r 4•4 f f f 4, ♦ 4 ♦ 4 4 ♦ •••-•— + 4 4 i ♦ ♦ , ♦ } 4 + ♦ ♦ 4 ♦ 4 ♦ i ♦ ♦ ♦ r ♦♦• ♦ ♦ + • ♦ ♦ ♦ ♦ , , ♦ ♦ ♦•44..• ♦♦♦!♦♦♦+♦f+s f ♦ 4 ▪ f ♦ f ♦ f ♦aG f + , , ♦ ♦ f ♦ ♦ ♦ 4 •k } f ♦ ♦ ♦ 4 f + f ♦ t++ ♦ ♦ f f ♦ + 4 f 4♦♦ t 4=f♦+♦♦ t f 4!!♦ s f f f ♦+♦ ♦ ♦++♦• -♦t ♦♦♦f♦+++♦+4 • ♦+4++f 44♦+4 ♦+f♦♦♦f♦♦+ ♦ ♦ ♦ 4 . • f f ♦ ♦ ♦ ♦ 4• ♦ 444 ♦ ♦ ♦ ▪ ♦ • ♦ + ♦ + ♦ ♦ 4a f 4 4 •♦ ♦f ♦ ,♦♦♦4 f f f r d t • • ♦ ♦• ♦ f r , ♦ ♦� ♦ t ♦ ♦ f f f♦♦ + ♦ + ♦ ♦ i ♦ ♦ ♦ ♦ f ♦ 4 + ♦ ♦ ♦ ♦ ♦ ♦ ♦ • GROUND SURFACE WATERPROOF VAULT, TRAFFIC RATED CONCRETE SEAL, 3 FEET 2-INCH LOCKING EXPANSION PLUG BENTONITE SLURRY, 87 FEET 2-INCH SCHEDULE 40 PVC,BLANK CASING, 95 FEET BENTONITE PELLET SEAL, 3 FEET 2-INCH SCHEDULE 40 PVC, 0.020-INCH SLOT SCREEN, 20 FEET APPROXIMATE DEPTH TO GROUNDWATER 101 FEET FILTER SAND, NO. 3 MONTEREY SAND, 22 FEET 2-INCH PVC END PLUG APPROXIMATE TOTAL DEPTH, 115 FEET PROPOSED MONITORING WELL CONSTRUCTION DETAILS (MW-16 THROUGH MW-18) FORMER RPMS (EZ-SERVE) LOCATION 100781 1605 EAST 4TH STREET NATIONAL CITY, CALIFORNIA 91950 PROJECT NO. 100781-010 FILE NO. is\Projects\RPMS\100781\Reports\Figs Innovative Environmental Solutions EXHIBIT A-2 Additional Attachments: • IES Agent Authorization Letter from Well Owner • CA All Purpose Acknowledgement • County of San Diego DEH Work Plan Approval Letter • IES Standard Operating Procedures Restructure Petroleum Marketing Services of California, Inc. Office: 3343 Kingfisher Drive Holiday, FL 34690 Telephone: 727-940-3630 October 16. 2014 City of National City Engineering Division 1243 National City Blvd. National City, CA 91950-4596 (619) 336-4380 RE: IES AUTHORIZED AGENT FOR ENCROACHMENT PERMITTING City Representatives, For your records, the name (and contact information) listed below is an authorized agent for Innovative Environmental Solutions (IES) and has the authority to discuss, submit and sign letters, reports, applications, and other documents on behalf of IES and Restructure Petroleum Marketing Services of California (RPMS-CA). Name: Michael T. Davis Title: Professional Geologist (P.G.) / Principal Company: Innovative Environmental Solutions (IES) Address: 839 Second Street, Suite 2 Encinitas, CA 92024 Phone: (760) 632-2330 Fax: (760) 632-2471 Email: mdaisies.ronsu1tantscom Respectfully, J nie Newman, Manager RPMS-CA RPMSCAIii;aol.com 727-741-3060 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT c�''�''�''�''�''�''�'�''�''�''�''`�'�''�'•L`�'�'�'•�r�'�`�'�ct'�'�'�'�^c��'�'�`•cY'•�'�'�,z�'•sic'.�c',�'.�',c<',�'c�'��r�•4<'-c`� State of Cal o is County of On (/ LDS / 14- before me, Da personally appeared ,> `/C/<'dC } Arthur P. Arquilla, Notary Public 1. Here Insert Name and Title of the Officer DrerOS Name(s) of Signer(s) ARTHURR P. ARQUILLA Commission No. 2051358 c) NOTARY PUBLIC- CALIFORNIA to SAN DIEGO COUNTY Commission Eiipires,January 7, 2018 Place Notary Seal Atove who proved to me on the basis sfactory evidence to be the person(s) whose name ) is/ e subscribed to the instrument and ackno ,imin- • • ed to me that e/they executed the o ii er/their authorized capacity(ies), and that .r -r/their signature(s) on the instrument the person(s , •r the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Cali ornia that the foregoing paragraph is true and correct. WITNESS m Signature OPTIONAL Though the information below is not required by law, it may prove valuable to perso • and could prevent fraudulent removal and reattachment of this form to an Description of Attached Ddc-.lment Title or Type of Document: Document Date: Number of Pages: • Signer(s) Other Than Named Above: d of al. the document ent. Capacity(ies) Claimed by Signer(s) Signer's Name: Individual Corporate Officer — Title(s): Partner — �' Limited _ General Attorney in Fact Trustee Guardian or Conservator Other: Signer Is Representing: Ire3 I ri ;I. CFSIGNER Top of Thumb here Signer's Name: C Individual Corporate Officer — Title(s): Partner — E Limited r General `i Attorney in Fact E Trustee Guardian or Conservator Other: Signer Is Representing: Top of thumb here .� Lc.�<, -: L<cu<t4t� �C�,C<���>� ��_'—.tc<.'� c�<.'�,� �4t• c cL(<<t-<t�ty-Cc(-Z ©2007 National Notary Association • 9350 De Soto Ave.. P.0 Box 2402 •Chatsworth. CA 91313.2402. w.r,v NationaINotaryorg Item .15907 Reorder: Call Telt•Free 1.800.876-6827 t.ego- JACK MILLER DEPARTMENT OF ENVIRONMENTAL HEALTH DIRECTOR LAND AND WATER QUALITY DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 619.336-2222/FAX 619-338-2315/1-800-253-9933 http://www.sdcdeh.org Toixzttg of can June 11, 2012 Ms. Jeannie Newman Restructure Petroleum Marketing Services of California 3343 Kingfisher Drive Holiday, Florida 34690 Dear Ms. Newman: GROUNDWATER MONITORING REPORT RESPONSE LETTER UNAUTHORIZED RELEASE #H12350-001 FORMER RPMS (E-Z SERVE) LOCATION 100781 1605 EAST FOURTH STREET NATIONAL CITY, CA ELIZABETH POZZEBON ASSISTANT DIRECTOR Staff of the Department of Environmental Health (DEH) reviewed the report titled Additional Site Assessment and Well Replacement Report, dated August 29, 2012 and received by DEH on September 4, 2012, prepared by Innovative Environmental Solutions (IES). After reviewing the report, DEH has the following comments: 1. The results of this phase of assessment initially indicate that the extent of contamination has been established to the west, north, and east of the site. There is still a need to establish the extent in the southerly, downgradient direction. Additional rounds of sampling will be needed to confirm that this is the case. 2. Please prepare a workplan for delineation in a southerly direction from the site and submit it by December 1, 2012. If you have any questions regarding this project, please do not hesitate to call me at (858) 505- 6802. TonyN. Sawyer, PG 4, CHg 40 Hy rogeologist Site Assessment and Mitigation Program cc: Michael T. Davis, Innovative Environmental Solutions "Environmental and public health through leadership, partnership and science" STANDARD OPERATING PROCEDURES - SOIL SAMPLING/DRILLING METHODS AND PROCEDURES (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) FIELD SOIL VAPOR MONITORING GROUNDWATER MONITORING AND SAMPLING PROCEDURES GEOTRACKERTM ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION Innovative Environmental Solutions STANDARD OPERATING PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 1 OF 3 - Utility Clearance and Drilling Equipment IES obtains all the required permits, unless otherwise contractually directed. 1ES prepares a site specific Site Safety Plan detailing site hazards, site safety and control, decontamination procedures, and emergency response procedures to be employed throughout the defined phase of work. At least 48 hours prior to drilling. Underground Service Alert (USA) or an equivalent agency is notified of the planned work. IES attempts to locate all underground and aboveground utilities by site inspection (in conjunction with its' subcontractors and knowledgeable site managers, if available), and review of site as -built drawings. iES may subcontract a private, professional utility locator to refine the site utility inspection. In addition, IES will utilize air knife technology to clear the upper five feet of the drilling interval at a diameter greater than the width of drilling equipment to be advanced. All soil borings are drilled using a truck -mounted hollow -stem auger drill rig, unless site conditions warrant a different drilling method. Subsurface conditions permitting, the first five feet of each boring is advanced using a hand -auger or post -hole digger. All drilling equipment is inspected daily by the operator and maintained in safe working condition. All down -hole drilling equipment is steam cleaned prior to arriving on site. Working components of the drill rig near the borehole, as well as augers and drill rods are thoroughly steam cleaned between each boring location. All [ES drilling and sampling methods are consistent with ASTM Method D- 1452-80 and local, stale and federal regulations. Soil Sampling and Litholoqic Description Whenever possible and approved by the appropriate regulatory agency, the first IES boring to be drilled at a site is continuously cored to obtain a complete lithologic description. Otherwise, soil samples are typically collected every 5 feet to the total depth explored, using brass or stainless steel tubes fitted in a California -modified split - spoon sampler. If copper or zinc contamination is the subject of the investigation, stainless steel liners are strictly used instead. Additional soil samples may be collected based upon significant changes in lithology, at the capillary fringe, or in areas of obvious soil contamination. During soil sample collection, the split spoon sampler is driven 18 to 24 inches past the lead auger by a 140-pound hammer falling a minimum of 30 inches. The number of blows necessary to drive the sampler and the amount of soil recovered is recorded on the Field Exploratory Soil Boring Log. The soil sampler and liners are cleaned with a Liquidnox® solution (or equivalent degreasing compound) and rinsed with tap water prior to each sampling event. New, clean liners are used whenever a soil sample may be retained for laboratory analysis. Soil samples selected for laboratory analysis are sealed on both ends with Teflon® tape and plastic end caps. The samples are labeled, documented on a chain -of -custody form and preserved on ice in a cooler for transport to a state -certified analytical laboratory. Soil contained in remaining liners is removed for lithologic descriptions (according to the Unified Soil Classification System). Additional soil is screened for organic vapors by placing approximately 30 grams of soil in a sealed plastic bag or a glass jar sealed with aluminum foil. The bag or jar is left undisturbed for approximately 15 minutes. The headspace in the bag is accessed in a manner to minimize entry of outside air, and is tested for total organic vapor using a calibrated photo -ionization detector (PID). The results of the field screening are noted with the lithologic descriptions on the Field Exploratory Soil Boring Log. On encountering an impermeable (clayey) layer three feet or more in thickness below a saturated permeable layer, where the impermeable layer is considered to be a possible confining layer for an underlying aquifer, drilling is halted until a decision to proceed is obtained from the project manager. This process minimizes the chance of introducing contamination to an underlying, clean aquifer. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsuttants.com ■ Innovative Environmental Solutions STANDARD OPERTATING PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 2 OF 3 - MONITORING WELL INSTALLATION Well Casing. Screen and Filter Pack Construction All well construction is performed in accordance with California Department of Water Resources Well Standards and all requirements of local oversight agencies. Soil borings to be converted into single -cased monitoring wells are a minimum of eight inches in diameter for 2-inch diameter wells, and a minimum of ten inches in diameter for 4-inch diameter wells. Monitoring wells are constructed with Schedule 40 threaded polyvinyl chloride (PVC) casing unless site geochemistry or contamination necessitates an alternative regulatory agency approved material. The wells are constructed with factory -slotted screen and threaded end caps. The screened interval is placed such that it extends approximately ten feet into the water bearing zone, and at least five feet above the expected maximum water level. The screened interval may extend less than five feet above the maximum water level, only to prevent intersection of the screened interval with the top of the confining layer of a confined aquifer, or where the water table is too shallow to allow this construction. A graded sand filter pack is placed in the annular space across the screened interval and extended approximately one to two feet above the screen, as site conditions permit, so as to prevent extension of the sand pack into an overlying water -bearing unit. A pre -cleaned surge block is inserted into the well casing to surge the well for a minimum of five minutes to settle the filter pack. Additional filter pack material is added, as necessary, to complete well construction according to permit specifications. The well screen slot size is the maximum size capable of retaining 90% of the filter pack. Typically, 0.010-inch screen is used where the formation is predominantly clay and/or silt or poorly - graded fine sand. 0.020-inch screen is used where the formation is predominantly well -graded or medium to coarse sand and/or gravel. The filter pack grade (mean grain size) is selected according to native sediment type as follows: a) for poorly graded fine sand or silt/clay - 4 times the 70% retained grain size of the formation b) for medium to coarse sand, gravel or well graded sediments - 6 times the 70% retained grain size. Since results of particle size analysis are not always available, IES often selects screen size and filter pack on the basis of general site stratigraphy, and specifically the finest significantly thick layer of sediment to be screened. Commonly selected grades are Lone Star® 3, 2/12 or 2/16 (or equivalent) with 0.020-inch slotted screen and Lone Star® 1/20 with 0.010-inch slotted screen. Well Seal and Completion A minimum two -foot seal of bentonite is placed above the sand pack. The bentonite seal is hydrated by either formation water or potable water. Neat cement or a cement/bentonite grout mixture seals the remaining annular space to the surface. If bentonite is used in the grout mixture, it does not exceed 5% by weight. The grout is placed using a tremie pipe, if the top of the bentonite is more than 20 feet below grade, or if water is present in the boring above the bentonite seal. A watertight locking cap and protective traffic -rated vault box is installed on top of each well. Well construction details are presented on the Field Exploratory Soil Boring Log. Fol lowing completion of a well, IES completes and submits, or ensures that the driller has sufficient information to complete and submit, the state -required Well Completion Report or equivalent document. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ Innovative Environmental Solutions STANDARD OPERTATING PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 3 OF 3 - Well Development All newly installed wells are developed prior to sampling to remove fine grained sediments from the well and stabilize the filter pack and the disturbed aquifer materials. Development takes place prior to or at least 24 hours after setting the seal on the well, unless otherwise directed by a local oversight agency. Well development consists of surging with a surge block and removing water from the well with a truck -mounted vacuum, PVC bailer, or submersible pump until the well is free of sediment, or until at least 10 well casing or 5 borehole volumes have been removed. Depth to bottom is measured to determine casing volume. If the well is sampled immediately following development, temperature, pH, specific conductance and turbidity (qualitative) are monitored during well development. All development equipment is cleaned prior to use and between wells with a Liquidnox® solution (or equivalent degreasing compound, then rinsed in potable water. All data collected during development are recorded and stored in the project file. Wellhead Surveying All well elevations are surveyed to the top of the well casing to the nearest 10.01 foot. The exact survey point (at the center of the survey rod or, if the casing stub is uneven, the point of contact between casing and rod) is clearly marked and maintained on the casing rim, preferably on the north side of the top of the well casing. Elevations are referenced to the Global Position System (GPS) or High Precision Geodetic Network (HPGN) and/or combined with triangulation, traverse, and/or trilateration. A licensed land surveyor is contracted to survey all monitoring wellheads, to the nearest ±0.01 feet above mean sea level. Soil Boring Abandonment Soil borings that are not converted into monitoring wells are sealed by appropriate sealing material (i.e. bentonite grout, neat cement, or sand -cement grout), using a tremie pipe or equivalent, proceeding upward from the bottom of the soil boring to approximately 5 feet below ground surface (bgs). After volume verification of borehole sealant, the borehole is filled with hydrated bentonite chips to 3 feet bgs, and capped with concrete or cement in accordance with local regulations. Soil and Decontamination Wash Water Waste Management Soil cuttings are stockpiled on and covered with plastic sheeting to control runoff, or contained in 55-gallon steel drums on site. Waste soil is sampled to chemically profile it for disposable and hauled by a licensed waste hauler to an appropriate landfill or certified treatment facility along with accumulated decontamination wash and rinse water. All waste stored on site is properly labeled at the commencement of accumulation. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ Innovative Environmental Solutions STANDARD OPERATING PROCEDURES Field Soil Vapor Monitoring A representative soil sample will be collected from each sample interval and placed in a Ziplock® plastic bag. The bag will be sealed and the soil disaggregated. At least ten minutes will be allowed for the soil to be heated by direct sunlight and for any VOC's in the soil to accumulate in the head space of the bag. Volatile gases will then be monitored by inserting the probe of a Photovac 2020 photo -ionization detector (PID). The PID is equipped with a 10.6 eV lamp which is capable of detecting VOC's at concentrations of 0.1 parts per million (ppm). The PID will be calibrated on -site using 100 ppn1V isobutylene-in-air span gas (equivalent to benzene) prior to drilling operations. PID readings will be recorded in the boring logs. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsuttants.com ■ Innovative environmental Solutions STANDARD OPERATING PROCEDURES GROUNDWATER MONITORING AND SAMPLING Groundwater Monitoring and Decontamination Method Prior to beginning, a decontamination area is established. Decontamination procedures consist of scrubbing down -well equipment in a Liquidnox® solution wash (or equivalent degreasing compound), and rinsing in potable water and a final rinse of de -ionized (or distilled) water before and after each well. Any non -dedicated down -well equipment is decontaminated prior to use on site. Prior to purging and sampling a well, the static water level is measured to the nearest 0.01 feet with an electronic interface probe and/or water level meter. Depth to bottom is typically measured every quarterly event. The water level meter and tape will be decontaminated between each well. If floating phase -separated hydrocarbons (PSH) are suspected or previously confirmed, an electronic interface probe is used to measure the well fluids to the nearest 0.01 feet. PSH may alternatively be measured using a clear, open-ended product bailer, and the thickness is measured to the nearest 0.01 feet in the bailer. Any monitoring well containing a measurable thickness of PSH before or during purging is not additionally purged and no sample is collected from that well. Wells containing hydrocarbon sheen are sampled unless otherwise specified by the project manager. Field observations such as well integrity as well as water level measurements and PSH thickness are recorded in the field. Well Purging When well purging is required, each monitoring well to be sampled is purged using, a polyvinyl chloride (PVC) bailer or a submersible pump. Typically, high -flow purging, at a rate of at least one liter per minute (lpm) or 0.26 gallons per minute (gpm), is conducted to evacuate water from a well. When this purging rate can not be sustained, resulting in dewatering to dryness, a low -flow purging methodologies will be applied. Dewatering of wells will be avoided. Physical parameters (pH, temperature, and conductivity) of the purge groundwater are monitored during purging activities to assess if the water sample collected is representative of the aquifer. If required, parameters such as dissolved oxygen, turbidity, salinity etc. are also measured. Samples are considered representative if parameter stability is achieved. Stability is defined as a change of less than 0.25 pH units, less than 10% change in conductivity in micro mhos, and less than 1.0 degree centigrade (1.8 degrees Fahrenheit) change in temperature. Parameters are measured in a discreet sample decanted from the bailer separately from the rest of the purge groundwater. Parameters are measured during purging; initially, and at volume intervals of one well or borehole volume (dependent on local regulations). Purging continues until the required well or borehole volumes have been removed, until the well completely dewaters, or until measured parameters stabilize as indicated above. Well purging information is recorded on the Purge Data sheet. All meters used to measure parameters are calibrated daily. Purge water is sealed, labeled, and stored on site in D.O.T.-approved 55-gallon drums. After being chemically profiled, the water is transported to an appropriate disposal facility by a licensed waste hauler. Groundwater Sample Collection After purging, groundwater samples are collected after at least 80% of its static water level is recovered in the well. All groundwater samples are collected using polyethylene disposable bailers attached with new, clean string or rope. Groundwater samples being analyzed for compounds most sensitive to volatilization are collected first. Groundwater samples are placed in appropriate laboratory -supplied containers, labeled, place in zip -lock@ plastic bags, documented on a chain of custody form and preserved on ice in a cooler for transport to a state - certified analytical laboratory. After collection, all samples are stored in a chilled cooler and refrigerated to approximately four (4) degrees Celsius while a laboratory representative transports the samples to their facility. Analytical detection limits match or surpass standards required by relevant local or regional guidelines. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ Innovative Environmental Solutions QUALITY ASSURANCE / QUALITY CONTROL (QA/QC) PROCEDURES Field Procedures To prevent contamination of the samples and/or cross -contamination of monitoring wells IES personnel adhere to the following procedures in the field: • New, clean pair of appropriate disposable gloves is dawned prior to sampling each well. • Wells are gauged and purged in the expected order of increasing degree of contamination based on historical analytical results. • All purging equipment will be thoroughly decontaminated between each well using the procedures previously described at the beginning of this section. • During sample collection for volatile organic analysis, the amount of air passing through the sample is minimized. This helps prevent the air from stripping the volatiles from the groundwater. Sample bottles are filled by slowly running the sample down the side of the bottle until there is a convex meniscus over the mouth of the bottle. The lid is carefully screwed onto the bottle such that no air bubbles are present within the bottle. If a bubble is present, the cap is removed and additional water is added to the sample container. After resealing the sample container, if bubbles still are present inside, the sample container is discarded and the procedure is repeated with a new container. Sample Control Laboratory and field handling procedures may be monitored, if required by the client or local regulatory agency, by including quality control (QC) samples for analysis with the groundwater samples. Examples of different types of QC samples are as follows: • Trip blanks are prepared at the analytical laboratory, by laboratory personnel to check handling procedures while in the field, as required by site conditions and local regulations. Trip blanks are transported to the project site in the same manner as the laboratory -supplied sample containers to be filled. They are not opened, and are returned to the laboratory with the samples collected. Trip blanks are analyzed for purgable organic compounds. • Equipment blanks are prepared in the field to determine if decontamination of field sampling equipment has been effective, as required by site conditions and local regulations. The sampling equipment used to collect the groundwater samples is rinsed with distilled water that is then decanted into laboratory -supplied containers. The equipment blanks are transported to the laboratory, and are analyzed for the same chemical constituents as the samples collected at the site. • Duplicates (split samples) are collected at the same time that the standard groundwater samples are being collected and are analyzed for the same compounds in order to check the reproducibility of laboratory data. They are typically only collected from one well per sampling event, as required by site conditions and local regulations. The duplicate is assigned an identification number that will not associate it with the source well. Generally, trip blanks and field blanks check field handling and transportation procedures. Duplicates check laboratory procedures. The configuration of QC samples is determined by IES depending on site conditions and regulatory requirements. • 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ Innovative Environmental Solutions STANDARD OPERATING PROCEDURES GEOTRACKERTM ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION - PAGE 1 OF2- In accordance with the California State Water Regional Control Board (SWRCB) adopted emergency regulation AB 2886 (Article 12, Chapter 16, Division 3, Title 23 of the California code of Regulations), hard copy (paper formatted) reports submitted to the lead agency for Leaking Underground Storage Tank (LUST) site investigations and quarterly monitoring, requires electronic data deliverable (EDD) submittals over the Internet to the SWRCB GeoTrackerTM System (GTS). The GTS relies on relational database consisting of files related to one another through common key fields. The key field in one file record must be identical to the same fields in the linking file to relate the data records in both files. Generating Field Point Names After primary electronic reporting responsibilities (i.e., Responsible Party (RP) site claims and authorization of contractors) are completed, Field Names are created for data upload. Field Names are the location identifiers assigned to a specific location where field measurements or samples are collected. In order to generate acceptable EDD for GTS upload, a fixed or tab delimited format file with Field Names and Global Identifications (Global_[D) is created for the project site. Global_IDs are unique identifiers, generated by the SWRCB, for a regulated facility or site. Whenever a new borehole or well location is drilled, the new Field Na,ne is imported into the format file for uploaded to the GTS, prior to any field measurement and analytical data uploading. Uploading Field Data Field measurements (Le., depth to water and depth to free product) contained within a LUST report are required to be uploaded and imported into the GTS after every monitoring or sampling event. Prior to uploading field data into the GTS, field measurements need to be properly formatted for importing acceptance. Field measurements are manually entered or imported into a Microsoft® Excel spreadsheet. The spreadsheet is converted into a tab delimited format file and saved. The tab delimited format file is reopened and reformatted by deleting column headings associated with the Excel file, to comply with the fixed -length, tab delimited GTS acceptance protocols. Following tab -delimited formatting, the file is compressed into a "zip" file for uploading into the GTS. Subsequently, the field measurement data is uploaded to the proper facility within the GTS as a GEO_WELL file. Before the GTS is ready to upload the GEO_WELL file, the suitable report type is selected from one of several options and the report title is entered. After the GEO_WELL file is properly uploaded, a confirmation receipt is generated and printed for the project file. Uploading Laboratory Analytical Data Laboratory analytical reports are processed into an electronic deliverable format (EDF) for GTS submittal by the contracted laboratory. Prior to receiving the EDF, the laboratory processes the EDF for potential formatting problems utilizing an Electronic Deliverable Consistency Checker (EDCC). The checked EDF is sent as a "zip" file (via e-mail) from the laboratory to the IES office to upload into the GTS. Prior to GTS submittal, the analytical data within the EDF is checked and confirmed with the hard copy report by the respective Project Manager (PM). After the laboratory EDF has been approved by the PM, the EDF zip file is uploaded to the proper facility within the GTS. Prior to submittal into the GTS, the suitable report type is selected from one of several options and the report title is entered. After the EDF file is accepted into the GTS, a confirmation receipt is generated and printed for the project file. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 •760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ Innovative Environmental Solutions STANDARD OPERATING PROCEDURES GEOTRACKERTM ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION - PAGE 2OF' 2- Uploading Survey Data Coordinate and elevation measurement data (i.e., survey data point) for any groundwater monitoring well included in a LUST report must be uploaded into the GTS. Horizontal coordinate measurement data for import into the GTS are known as a GEOAT files and field elevation measurement data are known as GEO Z files. IES contracts a Professional Licensed Land Surveyor to conduct field surveying activities associated with LUST projects. Coordinate and elevation measurements, as well as required key fields, are manually entered or imported into a Microsoft® Excel spreadsheet. The spreadsheet is converted into a tab delimited format file and saved. The tab delimited format file is reopened and reformatted by deleting column headings associated with the Excel file, to comply with the fixed -length, tab delimited GTS acceptance protocols. Following tab -delimited formatting, the file is compressed into a "zip" file for uploading into the GTS. Subsequently, the field measurement data is uploaded to the proper facility within the GTS as GEO_XY and GEO_Z files. Before the GTS is ready to accept the GEO_XY and GEO_Z file, the Professional Land Surveyor name, license type, and license number are entered. After the GEO_Jt'Y and GEO_Z files are properly uploaded, confirmation receipts are generated and printed for the project file. Uploading Site Map An electronic site plan map (image) of each project site is required for uploading into the GTS. The electronic image of the site for import into the GTS is known as a GEO_MAP file. A generalized site plan displaying all well locations, underground storage tanks, and streets bordering the facility are edited and saved as a computer - aided design (CAD) file. The CAD file is converted and saved to a GTS accepted file format (i.e., .gif, .tiff, .jpeg, .pdf) for import into the GTS. After the GEO_MAP file is properly uploaded, a confirmation receipt is generated and printed for the project file. Uploading Submitted Reports An electronic image of the complete report being submitted for regulatory review is required for uploading into the GTS. The electronic image of the report into the GTS is known as GEO_REPORT file. A complete electronic image of the report, including text, graphs, diagrams, tables, maps and figures included in the paper report, is required as a single PDF file. The PDF file is derived from a scan of the paper report which requires the use of an electronic input device to convert analog information on paper into a digital format file usable by a computer. The PDF file is uploaded into the GTS. After the GEO_REPORT file is properly uploaded, a confirmation receipt is generated and printed for the project file. References GeoTrackerTM GEO_BORE, GEO_REPORT, and FIELD POOINT/WELL CONSTRUCTION Guidelines & Restrictions, (Electronic Deliverable Format and Data Dictionary), 2005, California State Water Resources Control Board (SWRCB). Version 2, April, 2005. GeoTrackerT"i Survey_XYZ Guidelines & Restrictions (Electronic Deliverable Format and Data Dictionary), 2002, California State Water Resources Control Board (SWRCB). Revision 3, April 25, 2002. The Electronic Deliverable Format (EDF) Guidelines & Restrictions, 2001, ArsenaultLegg, lncorporated.Version 1.2i, revised July 23, 2001. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com • INNOENV-01 MES "�,:""" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDlYYYY) 10/17/2014 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 'OW. .' THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED RESENTATIVE 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 CONTACT (858) 869-8300 Vanorsdale Insurance Services NAME; Alan Schaffer 6165 Greenwich Drive, Suite 200 San Diego, CA 92122 EAHO,N o, Exn:858-869-8337 r,a, No): 858-869-8301 ADDRESS: ASchaffer@Vanorsdale.com INSURER(S) AFFORDING COVERAGE NAIC # I INSURER A: Admiral Insurance Company 24856 INSURED Innovative Environmental Solutions INSURER Oak River Insurance Company 34630 839 2nd Street 2-B INSURERc:Golden Eagle Insurance Corporation 10836 Encinitas, CA 92024 INSURER D: INSURER E : INSURER F : IFICATE 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POUCY EFF MM DD/YYYY POLICY EXP MM/DD!YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X FEIECC1545901 5/27/2014 5/27/2015 EACH OCCURRENCE $ 4,000,000 CLAIMS -MADE X OCCUR DAMAGE IC/ NOV ItU PREMISES (Ea occurrence) $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 4,000,000 GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 4,000,000 PRODUCTS - COMP/OP AGG $ 4,000,000 $ A AUTOMOBILE _ X LIABILITY ANY AUTO ALL OWNED X - SCHEDULED FEIECC1545901 5/27/2014 5/27/2015 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident ) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below / N N / A X 2200015400141 10/10/2014 10/10/2015 PER OTH- X , STATUTE ER E.L. EACH ACCIDENT $ 1,000,00D E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 A C Pollution Liability Business Auto FEIECC1545901 BA6417847 5/27/2014 5/17/2014 5/27/2015 5/17/2015 Limit: $4,000,000 Per Occ / Agg All Owned Autos Limit: $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Re: Project- RPMS (E-Z Serve) Location 100781, Project NO. 100781-004. The City of National City and its officers, agents and employees is added as an additional insured in operations of the policyholder as respects to General Liability per form CG20261185 . Primary Wording applies per form ECC-548-0712. Waiver of Subrogation applies per form WC 99 04 10A regarding the Workers' Compensation. IFICATE HOLDER City of National City 1243 National City Blvd National City, CA 91950- I 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 c®<p A/ _-- am ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Innovative Environmental Solutions Endorsement Number: 26 Additional Insured — Designated Person or Organization This endorsement, effective 5/27/2014 attaches to and forms a part of Policy Number FEI-ECC-15459-01. This endorsement changes the Policy. Please read it carefully. CG 20 26 11 85 In consideration of an additional premium of $Applied. this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of National City 1243 National City Blvd National City, CA 91950 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule as an insured but only with respect to liability arising out of your operations or premises owned by or rented to you. Copyright, Insurance Services Office, Inc.. 1984 Innovative Environmental Solutions Endorsement Number: 15 Automatic Primary and Non -Contributory Insurance Endorsement Designated Work Or Project(s) This endorsement, effective 5/27/2014 attaches to and fonns a part of Policy Number FEI-ECC-15459-01. This endorsement changes the Policy. Please read it carefully. SCHEDULE Name of Person or Organization: Any person(s) or organization(s) whom the Named Insured agrees, in a written contract, to provide Primary and/or Non-contributory status of this insurance. However, this status exists only for the project specified in that contract. In consideration of an additional premium of $Applied and notwithstanding anything contained in this policy to the contrary, it is hereby agreed that this policy shall be considered primary to any similar insurance held by third parties in respect to work performed by you under any written contractual agreement with such third party. It is further agreed that any other insurance which the person(s) or organization(s) named in the schedule may have is excess and non- contributory to this insurance. ECC-548-0712 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 04 10A (Ed 07-07) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) The additional premium for this endorsement shall be 2.00 % of the total policy premium otherwise due on such remuneration. The minimum premium for this endorsement is $ 350 00 Schedule Person or Organization ALL ORGANIZATIONS FOR WHOM THE WAIVER OF SUBROGATION IS ISSUED Job Description ALL CALIFORNIA OPERATIONS This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 10/10/2014 Policy No. 2200015400-141 Endorsement No. 1 Insured INNOVATIVE ENVIRONMENTAL SOLUTIONS (A CORP) Premium $ surance Company Oak River Insurance Company WC 99 04 10A (Ed 07-07) Countersigned by RESOLUTION NO. 2014 — 156 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY APPROVING AND AUTHORIZING THE MAYOR TO EXECUTE AN ENCROACHMENT PERMIT AND AGREEMENT WITH RESTRUCTURE PETROLEUM MARKETING SERVICE OF CALIFORNIA, INC., FOR THE INSTALLATION OF THREE GROUNDWATER MONITORING WELLS IN THE PUBLIC RIGHT-OF-WAY ALONG PALM AVENUE AND "Q" AVENUE ADJACENT TO EAST 4" STREET AND IN THE ALLEY ADJACENT TO "Q" AVENUE BETWEEN EAST 4' STREET AND EAST 5' STREET, AS DIRECTED BY THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH WHEREAS, Restructure Petroleum Marketing Service of California, Inc., ("RPMS- CA), the owner of the property located at 1605 East 4th Street, has been directed by the County of San Diego Department of Environmental Health to install three new groundwater monitoring wells in the public right-of-way along Palm Avenue and "Q" Avenue adjacent to East 4th Street and in the alley adjacent to "Q" Avenue between East 4th Street and East 5th Street, for sampling and reporting of groundwater contaminants; and WHEREAS, RPMS-CA, has contracted with Innovative Environmental Solutions to install the monitoring wells and perform the sampling services. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby approves and authorizes the Mayor to execute an Encroachment Permit and Agreement with Restructure Petroleum Marketing Service of California, Inc., for the installation of three groundwater monitoring wells in the public right-of-way along Palm Avenue and "Q" Avenue adjacent to East 4th Street and in the alley adjacent to "Q" Avenue between East 4th Street and East 5th Street, for sampling and reporting of groundwater contaminants. The Encroachment Agreement is on file in the office of the City Clerk. PASSED and ADOPTED this 18th day of November, 2014. on Morrison, Mayor ATTEST: / Mic a.A;Zhifidi el R. Dalla, City Clerk AP'' ' OVED AS TO FORM: C11►: - Gacitua ' ilva City Attorney Passed and adopted by the Council of the City of National City, California, on November 18, 2014 by the following vote, to -wit: Ayes: Councilmembers Cano, Morrison, Natividad, Rios, Sotelo-Solis. Nays: None. Absent: None. Abstain: None. AUTHENTICATED BY: RON MORRISON Mayor of the City of National City, California City Clerk of the City f National City, California By: Deputy I HEREBY CERTIFY that the above and foregoing is a full, true and correct copy of RESOLUTION NO. 2014-156 of the City of National City, California, passed and adopted by the Council of said City on November 18, 2014. City Clerk of the City of National City, California By: Deputy CITY OF NATIONAL CITY, CALIFORNIA COUNCIL AGENDA STATEMENT MEETING DATE: November 18, 2014 AGENDA ITEM NO. TEM TITLE: Resolution of the City Council of National City approving and authorizing the Mayor to sign an Encroachment Agreement with Restructure Petroleum Marketing Services of California (RPMS-CA) for the installation of three ground water monitoring wells in the public right-of-way along Palm Avenue and "Q" Avenue adjacent to E. 4th Street, and in the alley adjacent to "Q" Avenue between E. 4th Street & E. 5th Street. PREPARED BY: Mauro Nebreja PHONE: 336-4395 EXPLANATION: See Attached Explanation. DEPARTMENT: Engineering & Public Works APPROVED BY: FINANCIAL STATEMENT: ACCOUNT NO. N/A ENVIRONMENTAL REVIEW: N/A ORDINANCE: INTRODUCTION: FINAL ADOPTION: APPROVED: APPROVED: Finance MIS STAFF RECOMMENDATION: Adopt the Resolution approving and authorizing the Mayor to sign an Encroachment Agreement with Petroleum Marketing services of California for the installation of three groundwater monitoring wells in the public right-of-way. BOARD / COMMISSION RECOMMENDATION: N/A ATTACHMENTS: 1. Explanation 5. Letter of Authorization form IES 2. Encroachment Agreement 6. Letter of County of San Diego directing RPMS, CA to install 3. Site Plan additional monitoring wells 4. Construction Detail 7. Insurance Liability 8. Resolution EXPLANATION: Restructure Petroleum Marketing Services of California (RPMS-CA) Inc., the owner of former E-Z Serve at 1605 E. 4th Street, has been directed by the County of San Diego Department of Environmental Health to install three new groundwater monitoring wells in the public right-of-way for sampling and reporting of groundwater contaminants along Palm Avenue & "Q" Avenue, and in the alley adjacent to "Q" Avenue. These locations are between E. 4th Street and E. 5th Street. RPMS-CA Inc. has contracted with Innovative Environmental Solutions to install the monitoring wells and perform the sampling services. The proposed wells shall not exceed one hundred fifteen feet in total depth and shall have an eight inch boring, two inch PVC casing, a sand filter pack, bentonite pellet seal material chips and a three foot diameter radial concrete surface seal with a twelve inch traffic rated protective casing. Staff recommends approval of the Encroachment Agreement based on the following findings, consistent with Section 13.12.060 "Encroachment Permits" of the National City Municipal Code: 1. There is a compelling need to use the public right-of-way or property for the applicant's proposed use; 2. The issuance of a permit will not be detrimental to public safety or welfare, nor interfere with access required under the Americans with Disabilities Act (ADA); 3. The applicant can comply with all the terms, conditions and restrictions incorporated in the permit and this ordinance; 4. The applicant has complied or will comply with all applicable state and federal laws and has obtained other applicable permits and certifications required under state and federal law; and 5. The applicant has reviewed city and other public records pertaining to existing and proposed encroachments and has coordinated, to the maximum extent reasonably practicable, the details of its proposed facility installation with existing and previously approved proposed facilities and permittees." -1- MONITORING WELL ENCROACHMENT PERMIT AND AGREEMENT The City of National City hereby grants an Encroachment Permit to the undersigned, Restructure Petroleum Marketing Services of California (RPMS-CA) (hereinafter referred to as "PERMITTEE") in accordance with and pursuant to the terms and conditions set forth in Chapter 13.12 of the National City Municipal Code to install monitoring wells. The term "PERMITTEE" includes all successors in interest and assigns of the PERMITTEE. The PERMITTEE, in consideration of this grant of permission by the City of National City (hereinafter referred to as "CITY") to install and maintain MONITORING WELLS (all hereafter designated from time to time as an "encroachment") within or upon a CITY easement, property, or right-of-way for the use and benefit of PERMITTEE' S property and adjacent lands, now covenants and agrees as follows: The site of installation and any description of PERMITTEE' S encroachment are described in EXHIBIT A, attached. The terms and conditions under which the encroachment is to be installed and maintained are as follows: 1. This Encroachment Permit and Agreement (collectively hereafter, AGREEMENT) is made for the direct benefit of PERMIII bE and PERMITTEE's property described above, and the covenants herein contained shall be binding on the PERMITTEE and its assigns and successors. This AGREEMENT is issued pursuant to Chapter 13.12 of the National City Municipal Code, the terms of which PERMITTEE hereby specifically acknowledges, accepts. and agrees to. PERMITTEE also acknowledges that those terms and conditions include, without limitation, the CITY's right to require the removal, relocation, or undergrounding of the encroachment when deemed necessary and feasible by and in the sole discretion of the City Engineer, at PERMITTEE's expense. The terms and conditions of Chapter 13.12 shall govern the interpretation and application of this Encroachment Permit, the maintenance of the encroachment, and the PERMITTEE'S duties and obligations. In the event of litigation to enforce any of the terms and conditions of this permit, the CITY shall be entitled to its attomey's fees and costs of enforcement. A copy of this Encroachment Agreement may be recorded against the PERMITTEE's real property that may be benefited by the installation and maintenance of the encroachment. Upon request by CITY, PERMITTEE shall record this Encroachment Agreement with the County of San Diego, County Recorder's Office, and upon recordation shall return the original to the CITY. 2. The encroachment shall be maintained in a safe and sanitary condition at all times at the sole cost, risk, and responsibility of PERMITTEE and all successors in interest, so long as the encroachment exists. 3. Upon notification in writing by CITY's City Engineer, the above described encroachment shall be abandoned, removed, or relocated by PERMITTEE at the PERMITTEE's sole expense. If PERMITTEE fails to remove or relocate the encroachment herein permitted within thirty (30) days after notice of removal or relocation from the CITY, CITY may cause such removal or relocation to be done at PERMITTEE's sole cost and expense, which cost shall be a lien upon the land benefited by the encroachment and the personal liability of the PERMITTEE. 4. PERMITTEE shall furnish the CITY with a faithful performance bond as security for the prompt completion of the installation, removal, abandonment, and all appurtenant operations, including any necessary subsequent street resurfacing or restriping required for installing or maintaining the encroachment, which bond shall be maintained so long as the encroachment exists. -2- 5. CITY shall not at any time be liable for injury or damage occurring to any person or property from any cause whatsoever arising out of PERMITTEE's construction, installation, maintenance, repair, use, operation, condition, or dismantling of the monitoring wells or the encroachment except to the extent caused by CITY's sole negligence or willful misconduct. 6. PERMITTEE shall indemnify, defend, and hold harmless CITY and its officers, agents, and employees from all liability, loss, costs, claims, demands, suits, and defense costs, including attorneys' fees, arising out of PERMITTEE's entry upon and use of CITY's easement or right-of-way for the installation, maintenance, removal, and use of the PERMITTEE's encroachment. PERMI 1' I'EE shall indemnify, defend, and hold harmless CITY and its officers, agents, and employees from all liability, loss, costs, claims, demands, suits, clean-up costs, and defense costs, including attorneys' fees and expert witness fees, arising out of or related to PERMITTEE's monitoring wells subject to this Agreement, except for those claims which arise out of the sole negligence or willful misconduct of the CITY. 7. Insurance. PERMITTEE shall take out and maintain, during the time the encroachment remains on CITY's easement or right-of-way, commercial general liability insurance with minimum limits of Two Million Dollars ($2,000,000.00) per occurrence, and Four Million Dollars ($4,000,000) aggregate, covering all claims of bodily injury, including death, and property damage arising out of this Agreement. PERMITTEE shall take out and maintain, during the time the encroachment remains on CITY's easement or right-of-way, pollution liability coverage with minimum limits of Three Million Dollars ($3,000,000) per occurrence covering all claims of bodily injury, including death, and property damage arising out of this Agreement. PERMITTEE shall take out and maintain workers' compensation insurance covering all of PERMITTEE's employees, with limits sufficient to satisfy California statutory requirements. In addition, PERMITTEE shall take out and maintain employer's liability coverage with limits of not less then One Million Dollars ($1,000,000) per occurrence. The policy shall be endorsed with a waiver of subrogation as to the CITY. All policies required by this Agreement shall be written by insurers licensed to do business in the State of California, which are rated at least "A, VII" by the current A.M Best Ratings Guide and otherwise approved by CITY's Risk Manager. Coverage written by non -admitted, surplus lines carriers may be acceptable provided the insurer is included in the most recent California List of Eligible Surplus Lines Carriers (LESLI list) and otherwise meets CITY insurance requirements. Coverage shall be written on occurrence forms; in the event coverage is written on a claims made form, the retro date must be on or before commencement of this Agreement, and coverage must be maintained for a period of at least three (3) years following the termination of this Agreement. All deductibles and/or self -insured retentions must be disclosed on the certificate of insurance. These policies shall name CITY and its officers, agents, and employees as additional insureds, and shall constitute primary insurance as to CITY and its officers, agents, and employees, so that any other policies held by CITY shall not contribute to any loss under said insurance. Said policies shall provide for thirty (30) days prior written notice to CITY of cancellation or material change. Prior to commencement of this Agreement, PERMITTEE shall furnish CITY a certificate of insurance with all required endorsements evidencing the coverage required by this section. Should PERMITTEE fail to do so, CITY may elect to obtain such coverage at PERMITTEE'S expense or immediately terminate this Agreement, and require removal of the encroachment. 8. PERMITTEE is further responsible for obtaining any required construction, excavation, or building permits; for notification to Underground Service Alert, when applicable; and for the safe installation and maintenance of the encroachment at all times. 2 Encroachment Permit and Agreement Monitoring Well -3- 9. This Encroachment Permit shall not be valid nor confer any rights to install and maintain an encroachment until it is approved by the CITY, and accepted and acknowledged by the PERMITTEE, and if determined necessary by the CITY, recorded. 10. PERMITTEE shall within 48 hours upon written notification by the CITY adjust, or cause to adjust the top of the well on any City right of way and easements, if and when such adjustment will become necessary as a result of CITY's street resurfacing, or other construction operations. 11. PERMITTEE shall provide and maintain adequate traffic control at the sole cost, risk and responsibility of PERMITTEE and successor in interest, during the course of the construction of the well, and the monitoring and sampling periods or any other operation within the CITY right-of-way. PERMITTEE shall hold CITY harmless with respect thereto. 12. PERMITTEE shall notify the CITY in writing of any proposed change in the location of the well prior to installation. PERMITTEE shall obtain additional permits for any such changes from the CITY prior to the commencement of work. 13. PERMITTEE shall apply to the City Engineer for a construction permit prior to the installation of the well on any City right of way and easement, and for subsequent adjustments. 14. All operations conducted by the PERMITTEE on the CITY premises, including monitoring and sampling of the well and running of equipment shall be limited to the hours set by the City Engineer, and there shall no deviations from these hours. 15. PERMITTEE shall notify all adjacent residential and commercial developments as to the intended construction, and shall post notices indicating the type and the hours of construction and all other subsequent work. The PERMITTEE shall diligently proceed to complete all work with a minimum of inconvenience to the public. 16. At least 48 hours prior to start of construction, PERMI I"1bE shall contact Underground Service Alert for all underground utility mark -out. It shall be the responsibility of the PERMITTEE to locate all substructures and protect them from damage. The expense or repair or replacement of said substructures shall be solely borne by the PERMITTEE, and the CITY shall be held harmless with respect thereto. 17. The PERMITTEE shall be responsible for the prevention of damage to the adjacent property. No person shall excavate on land so close to the property line as to endanger any adjoining public street, sidewalk, alley, or any other public or private property without supporting and protecting such property from settling, cracking, erosion, silting, scour, or the damage which might result from the PERMITTEE's operations. 18. The PERMITTEE shall design, construct, and maintain all safety devices, including shoring, and shall be solely responsible for conforming to all local, state, and federal safety and health standards, laws, and regulations. 19. The proposed well may exist in the public right-of-way for a maximum of two years. The PERMITTEE shall inform the CITY if additional time will be required for groundwater monitoring, and shall obtain the CITY's written approval for any time extension. 20. PERMITTEE shall notify the CITY in writing at least 48 hours prior of any intended monitoring of the well to be conducted during the length of this encroachment. Such notification shall contain the time and date of the intended sampling, and shall be subject to the approval of the CITY. 3 Encroachment Permit and Agreement Monitoring Well -4- 21. PERMITTEE shall deposit a sum equal to $2,000.00 in the CITY's account, to be used only for emergency purposes, prior to the approval of this Encroachment Agreement. 22. The well cap installed under this permit shall have information printed giving the name and phone number of the responsible entity in charge of the installation and maintenance of the well. 23. The PERMITTEE shall provide the CITY with a copy of the site assessment and remediation report; a copy of the Department of Health Services, County of San Diego response; and the site remediation completion report. The report shall show the extent of ground water and/or soil contamination, if any. Dated: CITY OF NATIONAL CITY Ron Morrison, Mayor PERMITTEE: Restructure Petroleum Marketing Services of California (RPMS-CA) c/o Innovative Environmental Solutions (IES) Michael T. Davis / Owner Name & Title ATTACH NOTARY CERTIFICATION FOR THE NAME OF PERMITTEE SHOWN ABOVE. USE CALIFORNIA ALL PURPOSE ACKNOWLEDGEMENT NOTARY ONLY. PERMITTEE/APPLICANT INFORMATION: Michael T. Davis Mailing Address: Person in Responsible Charge 839 Second Street, Suite 2 (760) 846-2330 24/7 Phone Number Encinitas, CA 92024 Innovative Environmental Solution (IES) Firm Name PLAT SHOWING LOCATION OF WELL HEADS OR OTHER STRUCTURES, EASEMENT, OR RIGHT-OF- WAY, AND SEWER AND/OR DRAINAGE FACILITIES: SEE EXHIBIT "A", ATTACHED 4 -5- Encroachment Permit and Agreement Monitoring Well MONITORING WELL INSTALLATION QUESTIONS 1) What is the time of completion of the drilling and well construction? week -tof -1e,e #tircc (3) �Nttf 2) What is the time required to install each well?o' ' 1 c/ 3) How long will the wells remain in the street? (i 411 S Dt+4 J1u.i_P S-A-e c lo5ue-C C IboS E. Litt 'S+.) 4) How long will the abandonment of the wells be? (time frame) 3 det,fs 5) How often will the wells be monitored and sampled? cc?m.-„•+u-� 6) How long will it take to purge and:sample each well? ram cs S /wci/ 7) Who will be responsible for removing the wells from the public right-of- way and restoring the street? r2PMS —CA Cie /ne - -1,-c E,n✓.:r .>-+ *. 8) Who will be responsible for top of well head a lustments? CA- c. C -6- NOTES: 1. Project Site base mep and surveyed field points surveyed by Profesabnsl Land Surveyor. 2. Former UST System configuration and off -site features are projected and approxhMe. MW-4 • LEGEND 4- PROPOSED MONITORING WELL RPMS-CA(FORMEREZSE CF GROUNDWATER MONITORING WELL ESTATE OF AGNES BARBER (EAB) GROUNDWATER MONITORING WELL DUAL VAPOR EXTRACTION WEU-AND AIR SPARGE WELL (RPMS-CA WELLS) L J FORMER UST SYTEM FEATURE APPROX SCALE 1' = 60' SITE PLAN (WITH PROPOSED MONITORING WELL LOCATIONS) FORMER RPMS (E-Z SERVE) LOCATION 100781 1604 E. FOURTH STREET NATIONAL CITY, CALIFORNIA 91950 PROJECT NO. 100781-015 FILE NO. 111ProjedsIRPM811007811RepodnlFlpe Innovative En.vlronmental Solutions FIGURE 1 DEPTH BELOW GROUND SURFACE (FOOT) 3' 8-INCH DIAMETER DRILLED BORING 90' 93' 95' 115' NOT TO SCALE // // 7/ 7/ ♦ •♦ •4 ••• ♦ `♦ '• ♦ + ♦ ♦ + ♦4 ♦ 4 ♦ ♦ 4 ♦ ♦ ♦ ♦ a ♦ ♦ ♦ 4 ♦ ♦ ♦ ♦ f ♦ ♦ + k ♦ ♦ ♦ 4 ♦ ♦ 4 f + ♦ ♦ T ♦ } ♦ ♦ ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 4 # ♦ + i 4 +f+ ♦ ♦'♦ '♦ • ♦.4 • ',+f •• 4 • ♦ 4♦ 4' ♦4+f 4 1 ♦4♦ ♦ f 4'f`4 •'f ♦ 4 4 4 4 f ♦ ♦ f 4 f f • ♦`♦' ♦'♦' • ♦'♦'4 • ♦ ♦ ♦ ♦ ♦ 1 ♦ ♦ ♦ P. ♦ 1 • f 4 a f f 44 ♦ + 4 ♦ r 1♦•' •+ ♦♦4 f ♦ 4 • ♦ f 4 ♦ + f f ♦ 4 f 4 ♦ 4 + ♦ 1 ♦ ♦ ♦♦`♦♦ {•♦• ++•+•+ 4 ♦ 4 4 • ♦ 1 f « ♦`a ✓ ♦ a ♦ r ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ 1 4 + ♦ ♦ + ♦ • ♦ +'+ ♦ i + f +•'•'•' • ♦ ♦♦++ ' ♦ ♦ + + ♦ +♦ + 4 ♦ ♦ f T + 4 f + f 44 ♦ ♦ # i ♦ ♦ ' • f f ♦ • ♦ ♦ ♦ ♦ ♦� OFF+♦+♦♦4 GROUND SURFACE WATERPROOF VAULT, TRAFFIC RATED CONCRETE SEAL, 3 FEET 2-INCH LOCKING EXPANSION PLUG BENTONITE SLURRY, 87 FEET 2-INCH SCHEDULE 40 PVC,BLANK CASING, 95 FEET BENTONITE PELLET SEAL, 3 FEET 2-INCH SCHEDULE 40 PVC, 0.020-INCH SLOT SCREEN, 20 FEET APPROXIMATE DEPTH TO GROUNDWATER 101 FEET FILTER SAND, NO. 3 MONTEREY SAND, 22 FEET 2-INCH PVC END PLUG APPROXIMATE TOTAL DEPTH, 115 FEET PROPOSED MONITORING WELL CONSTRUCTION DETAILS (MW-16 THROUGH MW-18) FORMER RPMS (EZ-SERVE) LOCATION 100781 1605 EAST 4TH STREET NATIONAL CITY, CALIFORNIA 91950 PROJECT NO. 100781-015 FILE NO. is\Projects1RPMS\100781\Reports\Figs Innovative rr Environmental Solutions FIGURE 2 -8- Restructure Petroleum Marketing Services of California, Inc. Office: 3343 Kingfisher Drive Holiday, FL 34690 Telephone: 727-940-3630 October 16, 2014 City of National City Engineering Division 1243 National City Blvd. National City, CA 91950-4596 (619) 336-4380 RE: IES AUTHORIZED AGENT FOR ENCROACHMENT PERMITTING City Representatives, For your records, the name (and contact information) listed below is an authorized agent for Innovative Environmental Solutions (IES) and has the authority to discuss, submit and sign letters, reports, applications, and other documents an behalf of IES and Restructure Petroleum Marketing Services of California (RPMS-CA). Name: Michael T. Davis Title: Professional Geologist (P.G.) / Principal Company: Innovative Environmental Solutions (IES) Address: 839 Second Street, Suite 2 Encinitas, CA 92024 Phone: (760) 632-2330 Fax: (760) 632-2471 Email: nndav°is`aies.consultants.crn rRekpectfully, 1 Jeaf(nie Newman, Manager RP/AS-CA RPMSCA(14aol.com 727-741-3060 -9- JACK MILLER DIRECTOR June 11, 2012 Craurctg- rr£ i$ttxc iega DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 619-339-2222/FAX 619-336-2316/1-600.263.9933 http:Nwww.sdcdeh.org Ms. Jeannie Newman Restructure Petroleum Marketing Services of California 3343 Kingfisher Drive Holiday, Florida 34690 Dear Ms. Newman: GROUNDWATER MONITORING REPORT RESPONSE LETTER .UNAUTHORIZED RELEASE #H12350-001 FORMER RPMS (E-Z SERVE) LOCATION 100781 1605 EAST FOURTH STREET NATIONAL CITY, CA ELIZABETH POZZEBON ASSISTANT DIRECTOR Staff of the Department of Environmental Health (DEH) reviewed the report titled Additional Site Assessment and Well Replacement Report, dated August 29, 2012 and received by DEH on September 4, 2012, prepared by Innovative Environmental Solutions (IES). After reviewing the report, DEH has the following comments: 1. The results of this phase of assessment initially indicate that the extent of contamination has been established to the west, north, and east of the site. There is still a need to establish the extent in the southerly, downgradient direction. Additional rounds of sampling will be needed to confirm that this is the case. 2. Please prepare a workplan for delineation in a southerly direction from the site and submit it by December 1, 2012. If you have any questions regarding this project, please do not hesitate to call me at (858) 505- 6802. Sincerely, 2 Tony/1/. Sawyer, PG 4; CHg 40 Hy rogeologist Site Assessment and Mitigation Program cc: Michael T. Davis, Innovative Environmental Solutions "Environmental and public health through leadership, partnership and science" -10- APPENDIX B STANDARD OPERATING PROCEDURES - SOIL SAMPLING/DRILLING METHODS AND PROCEDURES (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) FIELD SOIL VAPOR MONITORING GROUNDWATER MONITORING AND SAMPLING PROCEDURES GEOTRACKERTM ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION Innovative Environmental Solutions STANDARD OPERATING PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 1 OF 3 - Utility Clearance and Drilling Equipment 1ES obtains all the required permits, unless otherwise contractually directed. IES prepares a site specific Site Safety Plan detailing site hazards, site safety and control, decontamination procedures, and emergency response procedures to be employed throughout the defined phase of work. At least 48 hours prior to drilling. Underground Service Alert (USA) or an equivalent agency is notified of the planned work. IES attempts to locate all underground and aboveground utilities by site inspection (in conjunction with its' subcontractors and knowledgeable site managers, if available), and review of site as -built drawings. IES may subcontract a private, professional utility locator to refine the site utility inspection. In addition, IES will utilize air knife technology to clear the upper five feet of the drilling interval at a diameter greater than the width of drilling equipment to be advanced. All soil borings are drilled using a truck -mounted hollow -stem auger drill rig, unless site conditions warrant a different drilling method. Subsurface conditions permitting, the first five feet of each boring is advanced using a hand -auger or post -hole digger. All drilling equipment is inspected daily by the operator and maintained in safe working condition. All down -hole drilling equipment is steam cleaned prior to arriving on site. Working components of the drill rig near the borehole, as well as augers and drill rods are thoroughly steam cleaned between each boring location. All 1ES drilling and sampling methods are consistent with ASTM Method D- 1452-80 and local, stale and federal regulations. Soil Sampling and Lithologic Description Whenever possible and approved by the appropriate regulatory agency, the first IES boring to be drilled at a site is continuously cored to obtain a complete Lithologic description. Otherwise, soil samples are typically collected every 5 feet to the total depth explored, using brass or stainless steel tubes fitted in a California -modified split - spoon sampler. If copper or zinc contamination is the subject of the investigation, stainless steel liners are strictly used instead. Additional soil samples may be collected based upon significant changes in lithology, at the capillary fringe, or in areas of obvious soil contamination. During soil sample collection, the split spoon sampler is driven 18 to 24 inches past the lead auger by a 140-pound hammer falling a minimum of 30 inches. The number of blows necessary to drive the sampler and the amount of soil recovered is recorded on the Field Exploratory Soil Boring Log. The soil sampler and liners are cleaned with a Liquidnox® solution (or equivalent degreasing compound) and rinsed with tap water prior to each sampling event. New, clean liners are used whenever a soil sample may be retained for laboratory analysis. Soil samples selected for laboratory analysis are sealed on both ends with Teflon® tape and plastic end caps. The samples are labeled, documented on a chain -of -custody form and preserved on ice in a cooler for transport to a state -certified analytical laboratory. Soil contained in remaining liners is removed for Lithologic descriptions (according to the Unified Soil Classification System). Additional soil is screened for organic vapors by placing approximately 30 grams of soil in a sealed plastic bag or a glass jar sealed with aluminum foil. The bag or jar is left undisturbed for approximately 15 minutes. The headspace in the bag is accessed in a manner to minimize entry of outside air, and is tested for total organic vapor using a calibrated photo -ionization detector (PID). The results of the field screening are noted with the lithologic descriptions on the Field Exploratory Soil Boring Log. On encountering an impermeable (clayey) layer three feet or more in thickness below a saturated permeable layer, where the impermeable layer is considered to be a possible confining layer for an underlying aquifer, drilling is halted until a decision to proceed is obtained from the project manager. This process minimizes the chance of introducing contamination to an underlying, clean aquifer. a 839 Second Street, Suite 2, Encinitas, Ca 92024 •760.632.2330 FAX 760.632.2471 • www.iesconsultants.com ■ -12- Innovative Environmental Solutions STANDARD OPERTATiNG PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 2OF3- MONITORING WELL INSTALLATION Well Casing. Screen and Filter Pack Construction All well construction is performed in accordance with California Department of Water Resources Well Standards and all requirements of local oversight agencies. Soil borings to be converted into single -cased monitoring wells are a minimum of eight inches in diameter for 2-inch diameter wells, and a minimum of ten inches in diameter for 4-inch diameter wells. Monitoring wells are constructed with Schedule 40 threaded polyvinyl chloride (PVC) casing unless site geochemistry or contamination necessitates an alternative regulatory agency approved material. The wells are constructed with factory -slotted screen and threaded end caps. The screened interval is placed such that it extends approximately ten feet into the water bearing zone, and at least five feet above the expected maximum water level. The screened interval may extend less than five feet above the maximum water level, only to prevent intersection of the screened interval with the top of the confining layer of a confined aquifer, or where the water table is too shallow to allow this construction. A graded sand filter pack is placed in the annular space across the screened interval and extended approximately one to two feet above the screen, as site conditions permit, so as to prevent extension of the sand pack into an overlying water -bearing unit. A pre -cleaned surge block is inserted into the well casing to surge the well for a minimum of five minutes to settle the filter pack. Additional filter pack material is added, as necessary, to complete well construction according to permit specifications. The well screen slot size is the maximum size capable of retaining 90% of the filter pack. Typically, 0.010-inch screen is used where the formation is predominantly clay and/or silt or poorly - graded fine sand. 0.020-inch screen is used where the formation is predominantly well -graded or medium to coarse sand and/or gravel. The filter pack grade (mean grain size) is selected according to native sediment type as follows: a) for poorly graded fine sand or silt/clay - 4 times the 70% retained grain size of the formation b) for medium to coarse sand, gravel or well graded sediments - 6 times the 70% retained grain size. Since results of particle size analysis are not always available, IES often selects screen size and filter pack on the basis of general site stratigraphy, and specifically the finest significantly thick layer of sediment to be screened. Commonly selected grades are Lone Star® 3, 2112 or 2/16 (or equivalent) with 0.020-inch slotted screen and Lone Star® 1/20 with 0.010-inch slotted screen. Well Seal and Completion A minimum two -foot seal of bentonite is placed above the sand pack. The bentonite seal is hydrated by either formation water or potable water. Neat cement or a cement/bentonite grout mixture seals the remaining annular space to the surface. If bentonite is used in the grout mixture, it does not exceed 5% by weight. The grout is placed using a tremie pipe, if the top of the bentonite is more than 20 feet below grade, or if water is present in the boring above the bentonite seal. A watertight locking cap and protective traffic -rated vault box is installed on top of each well. Well construction details are presented on the Field Exploratory Soil Boring Log. Fol lowing completion of a well, JES completes and submits, or ensures that the driller has sufficient information to complete and submit, the state -required Well Completion Report or equivalent document. 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsuftants.com ■ -13- Innovative Environmental Solutions STANDARD OPERTATING PROCEDURES SOIL SAMPLING AND DRILLING (INCLUDES WELL INSTALLATION, DEVELOPMENT, AND SURVEYING) - PAGE 3 OF 3 - Well Development All newly installed wells are developed prior to sampling to remove fine grained sediments from the well and stabilize the filter pack and the disturbed aquifer materials. Development takes place prior to or at least 24 hours after setting the seal on the well, unless otherwise directed by a local oversight agency. Well development consists of surging with a surge block and removing water from the well with a truck -mounted vacuum, PVC bailer, or submersible pump until the well is free of sediment, or until at least 10 well casing or 5 borehole volumes have been removed. Depth to bottom is measured to determine casing volume. If the well is sampled immediately following development, temperature, pH, specific conductance and turbidity (qualitative) are monitored during well development. All development equipment is cleaned prior to use and between wells with a Liquidnox® solution (or equivalent degreasing compound, then rinsed in potable water. All data collected during development are recorded and stored in the project file. Wellhead Surveying All well elevations are surveyed to the top of the well casing to the nearest ±0.01 foot. The exact survey point (at the center of the survey rod or, if the casing stub is uneven, the point of contact between casing and rod) is clearly marked and maintained on the casing rim, preferably on the north side of the top of the well casing. Elevations are referenced to the Global Position System (GPS) or High Precision Geodetic Network (HPGN) and/or combined with triangulation, traverse, and/or trilateration. A licensed land surveyor is contracted to survey all monitoring wellheads, to the nearest ±0.01 feet above mean sea level. Soil Boring Abandonment Soil borings that are not converted into monitoring wells are sealed by appropriate sealing material (i.e. bentonite grout, neat cement, or sand -cement grout), using a tremie pipe or equivalent, proceeding upward from the bottom of the soil boring to approximately 5 feet below ground surface (bgs). After volume verification of borehole sealant, the borehole is filled with hydrated bentonite chips to 3 feet bgs, and capped with concrete or cement in accordance with local regulations. Soil and Decontamination Wash Water Waste Management Soil cuttings are stockpiled on and covered with plastic sheeting to control runoff, or contained in 55-gallon steel drums on site. Waste soil is sampled to chemically profile it for disposable and hauled by a licensed waste hauler to an appropriate landfill or certified treatment facility along with accumulated decontamination wash and rinse water. All waste stored on site is properly labeled at the commencement of accumulation. c 839 Second Street, Suite 2, Encinitas, Ca 92024 •760.632.2330 FAX 760.632.2471 • www.iesconsultants.com . -14- Innovative Environmental Solutions STANDARD OPERATING PROCEDURES Field Soil Vapor Monitoring A representative soil sample will be collected from each sample interval and placed in a Ziploch® plastic bag. The bag will be sealed and the soil disaggregated. - At least ten minutes will be allowed for the soil to be heated by direct sunlight and for any VOC's in the soil to accumulate in the head space of the bag. Volatile gases will then be monitored by inserting the probe of a Photovac 2020 photo -ionization detector (PID). The PID is equipped with a 10.6 eV lamp which is capable of detecting VOC's at concentrations of 0.1 parts per million (ppm). The PID will be calibrated on -site using 100 ppmV isobutylene-in-air span gas (equivalent to benzene) prior to drilling operations. PID readings will be recorded in the boring logs. s 839 Second Street, Suite 2, Encinitas. Ca 92024 •760.632.2330 FAX 760.632.2471 • www.iesconsultants.com t -15- Innovallve Environmentol Soluflons STANDARD OPERATING PROCEDURES GROUNDWATER MONITORING AND SAMPLING Groundwater Monitoring and Decontamination Method Prior to beginning, a decontamination area is established. Decontamination procedures consist of scrubbing down -well equipment in a Liquidnox® solution wash (or equivalent degreasing compound), and rinsing in potable water and a final rinse of de -ionized (or distilled) water before and after each well. Any non -dedicated down -well equipment is decontaminated prior to use on site. Prior to purging and sampling a well, the static water level is measured to the nearest 0.01 feet with an electronic interface probe and/or water level meter. Depth to bottom is typically measured every quarterly event. The water level meter and tape will be decontaminated between each well. If floating phase -separated hydrocarbons (PSH) are suspected or previously confirmed, an electronic interface probe is used to measure the well fluids to the nearest 0.01 feet. PSH may alternatively be measured using a clear, open-ended product bailer, and the thickness is measured to the nearest 0.01 feet in the bailer. Any monitoring well containing a measurable thickness of PSH before or during purging is not additionally purged and no sample is collected from that well. Wells containing hydrocarbon sheen are sampled unless otherwise specified by the project manager. Field observations such as well integrity as well as water level measurements and PSH thickness are recorded in the field. Well Purging When well purging is required, each monitoring well to be sampled is purged using, a polyvinyl chloride (PVC) bailer or a submersible pump. Typically, high -flow purging, at a rate of at least one liter per minute (lpm) or 0.26 gallons per minute (gpm), is conducted to evacuate water from a well. When this purging rate can not be sustained, resulting in dewatering to dryness, a low -flow purging methodologies will be applied. Dewatering of wells will be avoided. Physical parameters (pH, temperature, and conductivity) of the purge groundwater are monitored during purging activities to assess if the water sample collected is representative of the aquifer. If required, parameters such as dissolved oxygen, turbidity, salinity etc. are also measured. Samples are considered representative if parameter stability is achieved. Stability is defined as a change of less than 0.25 pH units, less than 10% change in conductivity in micro mhos, and less than 1.0 degree centigrade (1.8 degrees Fahrenheit) change in temperature. Parameters are measured in a discreet sample decanted from the bailer separately from the rest of the purge groundwater. Parameters are measured during purging; initially, and at volume intervals of one well or borehole volume (dependent on local regulations). Purging continues until the required well or borehole volumes have been removed, until the well completely dewaters, or until measured parameters stabilize as indicated above. Well purging information is recorded on the Purge Data sheet. All meters used to measure parameters are calibrated daily. Purge water is sealed, labeled, and stored on site in D.O.T.-approved 55-gallon drums. After being chemically profiled, the water is transported to an appropriate disposal facility by a licensed waste hauler. Groundwater Sample Collection After purging, groundwater samples are collected after at least 80% of its static water level is recovered in the well. All groundwater samples are collected using polyethylene disposable bailers attached with new, clean string or rope. Groundwater samples being analyzed for compounds most sensitive to volatilization are collected first. Groundwater samples are placed in appropriate laboratory -supplied containers, labeled, place in zip -lock® plastic bags, documented on a chain of custody form and preserved on ice in a cooler for transport to a state - certified analytical laboratory. After collection, all samples are stored in a chilled cooler and refrigerated to approximately four (4) degrees Celsius while a laboratory representative transports the samples to their facility. Analytical detection limits match or surpass standards required by relevant: local or regional guidelines. a 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com se -16- Innovative Environmental Solutions QUALITY ASSURANCE / QUALITY CONTROL (QA/QC) PROCEDURES Field Procedures To prevent contamination of the samples and/or cross -contamination of monitoring wells IES personnel adhere to the following procedures in the field: New, clean pair of appropriate disposable gloves is dawned prior to sampling each well. • Wells are gauged and purged in the expected order of increasing degree of contamination based on historical analytical results. • All purging equipment will be thoroughly decontaminated between each well using the procedures previously described at the beginning of this section. • During sample collection for volatile organic analysis, the amount of air passing through the sample is minimized. This helps prevent the air from stripping the volatiles from the groundwater. Sample bottles are filled by slowly running the sample down the side of the bottle until there is a convex meniscus over the mouth of the bottle. The lid is carefully screwed onto the bottle such that no air bubbles are present within the bottle. If a bubble is present, the cap is removed and additional water is added to the sample container. After resealing the sample container, if bubbles still are present inside, the sample container is discarded and the procedure is repeated with a new container. Sample Control Laboratory and field handling procedures may be monitored, if required by the client or local regulatory agency, by including quality control (QC) samples for analysis with the groundwater samples. Examples of different types of QC samples are as follows: • Trip blanks are prepared at the analytical laboratory, by laboratory personnel to check handling procedures while in the field, as required by site conditions and local regulations. Trip blanks are transported to the project site in the same manner as the laboratory -supplied sample containers to be filled. They are not opened, and are returned to the laboratory with the samples collected. Trip blanks are analyzed for purgable organic compounds. • Equipment blanks are prepared in the field to determine if decontamination of field sampling equipment has been effective, as required by site conditions and local regulations. The sampling equipment used to collect the groundwater samples is rinsed with distilled water that is then decanted into laboratory -supplied containers. The equipment blanks are transported to the laboratory, and are analyzed for the same chemical constituents as the samples collected at the site. • Duplicates (split samples) are collected at the same time that the standard groundwater samples are being collected and are analyzed for the same compounds in order to check the reproducibility of laboratory data. They are typically only collected from one well per sampling event, as required by site conditions and local regulations. The duplicate is assigned an identification number that will not associate it with the source well. Generally, trip blanks and field blanks check field handling and transportation procedures. Duplicates check laboratory procedures. The configuration of QC samples is determined by IES depending on site conditions and regulatory requirements. • 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com a -17- Innovative Environmental Solutions STANDARD OPERATING PROCEDURES GEOTRACKERTM ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION - PAGE 1 OF 2 - In accordance with the California State Water Regional Control Board (SWRCB) adopted emergency regulation AB 2886 (Article 12, Chapter 16, Division 3, Title 23 of the California code of Regulations), hard copy (paper formatted) reports submitted to the lead agency for Leaking Underground Storage Tank (LUST) site investigations and quarterly monitoring, requires electronic data deliverable (EDD) submittals over the Internet to the SWRCB GeoTrackerTM System (GTS). The GTS relies on relational database consisting of files related to one another through common key fields. The key field in one file record must be identical to the same fields in the linking file to relate the data records in both files. Generating Field Point Names After primary electronic reporting responsibilities (i.e., Responsible Party (RP) site claims and authorization of contractors) are completed, Field Names are created for data upload. Field Names are the location identifiers assigned to a specific location where field measurements or samples are collected. In order to generate acceptable EDD for GTS upload, a fixed or tab delimited format file with Field Names and Global identifications (Global_ID) is created for the project site. Global_IDs are unique identifiers, generated by the SWRCB, for a regulated facility or site. Whenever a new borehole or well location is drilled, the new Field Name is imported into the format file for uploaded to the GTS, prior to any field measurement and analytical data uploading. Uploading Field Data Field measurements (i.e., depth to water and depth to free product) contained within a LUST report are required to be uploaded and imported into the GTS after every monitoring or sampling event. Prior to uploading field data into the GTS, field measurements need to be properly formatted for importing acceptance. Field measurements are manually entered or imported into a Microsoft® Excel spreadsheet. The spreadsheet is converted into a tab delimited format file and saved. The tab delimited format file is reopened and reformatted by deleting column headings associated with the Excel file, to comply with the fixed -length, tab delimited GTS acceptance protocols. Following tab -delimited formatting, the file is compressed into a "zip" file for uploading into the GTS. Subsequently, the field measurement data is uploaded to the proper facility within the GTS as a GEO_WELL file. Before the GTS is ready to upload the GEO_WELL file, the suitable report type is selected from one of several options and the report title is entered. After the GEO_WELL file is properly uploaded, a confirmation receipt is generated and printed for the project file. Uploading Laboratory Analytical Data Laboratory analytical reports are processed into an electronic deliverable format (EDF) for GTS submittal by the contracted laboratory. Prior to receiving the EDF, the laboratory processes the EDF for potential formatting problems utilizing an Electronic Deliverable Consistency Checker (EDCC). The checked EDF is sent as a "zip" file (via e-mail) from the laboratory to the IES office to upload into the GTS. Prior to GTS submittal, the analytical data within the EDF is checked and confirmed with the hard copy report by the respective Project Manager (PM). After the laboratory EDF has been approved by the PM, the EDF zip file is uploaded to the proper facility within the GTS. Prior to submittal into the GTS, the suitable report type is selected from one of several options and the report title is entered. After the EDF file is accepted into the GTS, a confirmation receipt is generated and printed for the project file. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 •760.632.2330 FAX 760.632.2471 • www.iesconsuttants.com c -18- Innovative Environmental Solutions STANDARD OPERATING PROCEDURES GEOTRACKERTm ELECTRONIC DATA DELIVERABLE FORMAT SUBMISSION - PAGE 2OF2- Uploading Survey Data Coordinate and elevation measurement data (i.e., survey data point) for any groundwater monitoring well included in a LUST report must be uploaded into the GTS. Horizontal coordinate measurement data for import into the GTS are known as a GEO_XY files and field elevation measurement data are known as GEO_Z files. IES contracts a Professional Licensed Land Surveyor to conduct field surveying activities associated with LUST projects. Coordinate and elevation measurements, as well as required key fields, are manually entered or imported into a Microsoft® Excel spreadsheet. The spreadsheet is converted into a tab delimited format file and saved. The tab delimited format file is reopened and reformatted by deleting column headings associated with the Excel file, to comply with the fixed -length, tab delimited GTS acceptance protocols. Following tab -delimited formatting, the file is compressed into a "zip" file for uploading into the GTS. Subsequently, the field measurement data is uploaded to the proper facility within the GTS as GEO_XY and GEO_Z files. Before the GTS is ready to accept the GEO XY and GEO_Z file, the Professional Land Surveyor name, license type, and license number are entered. After the GEO_XY and GEO_Z files are properly uploaded, confirmation receipts are generated and printed for the project file. Uploading Site Map An electronic site plan map (image) of each project site is required for uploading into the GTS. The electronic image of the site for import into the GTS is known as a GEO_MAP file. A generalized site plan displaying all well locations, underground storage tanks, and streets bordering the facility are edited and saved as a computer - aided design (CAD) file. The CAD file is converted and saved to a GTS accepted file format (i.e., .gif, .tiff, .jpeg, .pdf) for import into the GTS. After the GEO_MAP file is properly uploaded, a confirmation receipt is generated and printed for the project file. Uploading Submitted Reports An electronic image of the complete report being submitted for regulatory review is required for uploading into the GTS. The electronic image of the report into the GTS is known as GEO_REPORT file. A complete electronic image of the report, including text, graphs, diagrams, tables, maps and figures included in the paper report, is required as a single PDF file. The PDF file is derived from a scan of the paper report which requires the use of an electronic input device to convert analog information on paper into a digital format file usable by a computer. The PDF file is uploaded into the GTS. After the GEO_REPORT file is properly uploaded, a confirmation receipt is generated and printed for the project file. References GeoTrackerTM GEO_BORE, GEO_REPORT, and FIELD POOINT/WELL CONSTRUCTION Guidelines & Restrictions, (Electronic Deliverable Format and Data Dictionary), 2005, California State Water Resources Control Board (SWRCB). Version 2, April, 2005. GeoTrackerTM Survey_XYZ Guidelines & Restrictions (Electronic Deliverable Format and Data Dictionary), 2002, California State Water Resources Control Board (SWRCB). Revision 3, April 25, 2002. The Electronic Deliverable Format (EDF) Guidelines & Restrictions, 2001, ArsenaultLegg, l.ncorporated.Version 1.2i, revised July 23, 2001. ■ 839 Second Street, Suite 2, Encinitas, Ca 92024 • 760.632.2330 FAX 760.632.2471 • www.iesconsultants.com a -19- INNOENV-01 MES ACORO` CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 10/17/2014 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 r't_OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED RESENTATIVE 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 Vanorsdale Insurance Services 6165 Greenwich Drive, Suite 200 San Diego, CA 92122 INSURED Innovative Environmental Solutions 839 2nd Street 2-B Encinitas, CA 92024 (858) 869-8300 NAME: Alan Schaffer ((HONEAIC,No, Ext): 858-869-8337 E-MAILDSS: ASchaffer@Vanorsdale.com INSURER(S) AFFORDING COVERAGE INSURER A: Admiral Insurance Company FAX No): 858-869-8301 INSURER B: Oak River Insurance Company INSURER c Golden Eagle Insurance Corporation INSURER D : NAIC 11 24856 34630 10836 INSURER E : INSURER F : 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL NSD SUBR SWVD POUCY NUMBER POUCY EFF (MM OD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY X FEIECC1545901 5/27/2014 5/27/2015 EACH OCCURRENCE $ 4,000,000 PRREM PREMISES (Ea occlurrence) $ 50,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 4,000,000 GENERAL AGGREGATE $ 4,000,000 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PRO JECT PER: LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ _ A JTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON•OWNED AUTOS FEIECC1545901 5/27/2014 5/27/2015 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB - OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N 1 A X 220001 5400141 10/10/2014 10/10/2015 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 A C Pollution Liability Business Auto FEIECC1545901 BA6417847 5/27/2014 5/17/2014 5/27/2015 5/17/2015 Limit: $4,000,000 Per Occ / Agg All Owned Autos Limit: $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Re: Project- RPMS (E-Z Serve) Location 100781, Project NO. 100781-004. The City of National City and its officers, agents and employees is added as an additional insured in operations of the policyholder as respects to General Liability per form CG20261185 . Primary Wording applies per form ECC-548-0712. Waiver of Subrogation applies per form WC 99 04 10A regarding the Workers' Compensation. CERTIFICATE HOLDER CANCELLATION City of National City 1243 National City Blvd National City, CA 91950- 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 ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD -20- Innovative Environmental Solutions Endorsement Number: 26 Additional Insured — Designated Person or Organization This endorsement, effective 5/27/2014 attaches to and forms a part of Policy Number FEI-ECC-15459-01. This endorsement changes the Policy. Please read it carefully. CG 20 26 11 85 In consideration of an additional premium of $Applied, this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City ofNational City 1243 National City Blvd National City; CA 91950 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule as an insured but only with respect to liability arising out of your operations or premises owned by or rented to you. Copyright, Insurance Services Office, Inc., 1984 -21- Innovative Environmental Solutions Endorsement Number: 15 Automatic Primary and Non -Contributory Insurance Endorsement Designated Work Or Project(s) This endorsement, effective 5/27/2014 attaches to and fonns a part of Policy Number FEI-ECC-15459-01. This endorsement changes the Policy. Please read it carefully. ECC-548-0712 SCHEDULE Name of Person or Organization: Any person(s) or organization(s) whom the Named Insured agrees, in a written contract, to provide Primary and/or Non-contributory status of this insurance. However, this status exists only for the project specified in that contract. In consideration of an additional premium of $Applied and notwithstanding anything contained in this policy to the contrary, it is hereby agreed that this policy shall be considered primary to any similar insurance held by third parties in respect to work performed by you under any written contractual agreement with such third party. It is further agreed that any other insurance which the person(s) or organization(s) named in the schedule may have is excess and non- contributory to this insurance. -22- WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 04 10A (Ed 07-07) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) The additional premium for this endorsement shall be 2.00 % of the total policy premium otherwise due on such remuneration. The minimum premium for this endorsement is $ 1.50 00 Schedule Person or Organization ALL ORGANIZATIONS FOR WHOM THE WAIVER OF SUBROGATION IS ISSUED Job Description ALL CALIFORNIA OPERATIONS This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 10/10/2014 Policy No. 2200015400-141 Endorsement No. 1 Insured INNOVATIVE ENVIRONMENTAL SOLUTIONS (A CORP) Premium $ surance Company Oak River Insurance Company Nap- WC 99 04 10A (Ed 07-07) Countersigned by -23- RESOLUTION NO. 2014 — RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY APPROVING AND AUTHORIZING THE MAYOR TO EXECUTE AN ENCROACHMENT PERMIT AND AGREEMENT WITH RESTRUCTURE PETROLEUM MARKETING SERVICE OF CALIFORNIA, INC., FOR THE INSTALLATION OF THREE GROUNDWATER MONITORING WELLS IN THE PUBLIC RIGHT-OF-WAY ALONG PALM AVENUE AND "Q" AVENUE ADJACENT TO EAST 4' STREET AND IN THE ALLEY ADJACENT TO "Q" AVENUE BETWEEN EAST 4T" STREET AND EAST 5T" STREET, AS DIRECTED BY THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH WHEREAS, Restructure Petroleum Marketing Service of California, Inc., ("RPMS- CA), the owner of the property located at 1605 East 4th Street, has been directed by the County of San Diego Department of Environmental Health to install three new groundwater monitoring wells in the public right-of-way along Palm Avenue and "Q" Avenue adjacent to East 4th Street and in the alley adjacent to "Q" Avenue between East 4th Street and East 5th Street, for sampling and reporting of groundwater contaminants; and WHEREAS, RPMS-CA, has contracted with Innovative Environmental Solutions to install the monitoring wells and perform the sampling services. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby approves and authorizes the Mayor to execute an Encroachment Permit and Agreement with Restructure Petroleum Marketing Service of California, Inc., for the installation of three groundwater monitoring wells in the public right-of-way along Palm Avenue and "Q" Avenue adjacent to East 4th Street and in the alley adjacent to "Q" Avenue between East 4th Street and East 5th Street, for sampling and reporting of groundwater contaminants. The Encroachment Agreement is on file in the office of the City Clerk. PASSED and ADOPTED this 18th day of November, 2014. Ron Morrison, Mayor ATTEST: Michael R. Dalla, City Clerk APPROVED AS TO FORM: Claudia Gacitua Silva City Attorney