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Home My WebLink AboutN2018-0470Ilk rwwir� Qlt�/Civic Center CPOrt Bp a ortBeach, CA 92660 IIIINIIIIIIIIIIIiIIlllllllll�lll�lll�lllllllllllll�llll Permit Counter Phone (949)644-3311 y� R -t Online Inspection Request - www newportbeachca gov / Online �• " Services Job Address: 2201 BAYSIDE DR NB Thomas:Guide: Description : DEWATERING INTO CITY SEWER SYSTEM. MAXIMUM DISCHARGE RATE IS 50 GPM. Parcel # : Legal Desc : Owner: PATTERSON CONSTRUCTION Phone: Address Applicant: PATTERSON CONSTRUCTION Phone : [ Address : Special Cond.: Max discharge 50 gpm Discharge shall immediately stop upon notification by City Staff. Permit Processing Fee . $275.00 Sewer Connection ' $0 00 Agreement Fee: $0.00 4TT Box Cover ' $0.00 Traffic control Plan Check . $0.00 Total Water Meters $0 00 Inspection Fee : $572.00 Water Meter Connection $0.00 Refundable Deposit' $0 00 Total Water Meter Box - $0.00 Street Tree Fee : $0 00 Adjustment $0 00 Processed By. Date ' Utilities Approval : Date Traffic Approval : Date General Services Approval ' Date: 6 .l . /2:Z Permit No: N2018-0470 Project No - 0493-2016 Inspection Requests Phone (949)644-3255 SCANNED Contractor: PATTERSON CONSTRUCTION Phone: 949-723-1800 Address : 15 CORPORATE PLAZA STE.150 NEWPORT BEACH CA 92660 Contractor State Lic: 802367 License Expire : 07 31, 2020 Business License : BT02110534 Business Expire: 09 30, 2018 Workers' Compensation Insurance - - Carrier : STATE COMP Policy No: 90654062018 W. C. Expire: 08 01, 2019 Total Fee Paid : Balance Receipt No. COMPLEMD Other Department : Date Permit Denied : Date $847.00 $847.00 $0.00 Issued Permit: ` V LAM, Date ' -1/ r // WORIKS EE T FOR ENCROACHMENT PERMIT CITY OF NEWPOR T BEACH PUBLIC (WORKS DEPARTMENT _ ' COMPLETE THE BELOVV INFOP.MEITIQN __ _ PROJECT ADDRESS: 7 ZC) j a4 cA ZO iS '7�y c N� YJ 1 IJr r% DETAILED DESCRIPTION OF PROPOSED WORK: SnC L)i I`�. ;— LZT r C.LJz.C� .�..�, �;PJSTTC- ^ APPLICANT: Phone: Gy9— yUZ — 8C; Email Address: ) r "'rwG.V`> , _ C,ClAA, Mailing Address: City/State/Zip: OWNER: Phone: Email Address: Mailing Address: City/State/Zip: ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: I�i7��L.1 � Office Phone: Company (if different): �A �T�t`J(1rV VS (O i`tGil�j Jobsite Phone: Other Phone: Email Address: Mailing Address: 1"i- Cc" (g S%+-1iE t`tIS' City/State/Zip: Na �c4-T tGA LZl✓GO State License Number & Class: Expires: 7A,j Zo City Business License Number: j Expires: lWORKERS COMPENSATION INSURANC - Certificate of Insurance (Section 3800 Labor Code;, Company:SZtArT�Expires: r,-,Policy No: 7G�e t REFUNDABLE DEPOSIT INFORMATION (if Applicable,): - Refund Payable To: . Mail Refund To: FOR OFFICE USE ONLY Special Conditions of Permit: ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: Other: Engineering Technician: Public Works Specialist: Date: l Permit No. i�ZO - 04Z0 1 /users/Gbe./sharedrencroachhnaslerNep;rorksheel :is Public Works Department 949-644-3311 ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed contractor must provide a "Letter of Authorization" to allow another party to pull a permit An approved copy of the permit and construction plan shall be kept at the lob site at all times Work which has been done prior to issuance of a permit, is subject to rejection/fine City reserves the right to void permit if work does not commence within 30 days after date of issuance 2 The Permittee agrees to defend, indemnify and hold the City its authorized agent, officers, representatives and employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit 3 All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances 4 Permittee guarantees all work performed under this permit to be free of hidden and latent defects Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5 A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director A valid State Contractor License Class A can perform any work in the public right-of-way For construction or connection to water lines a valid State Contractor License Class C-34 is required For construction or connection to sewer lines a valid State Contractor License Class C-42 is required 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected 7 The Public Works Department Inspectors must inspect all work in the Public right-of-way Forms and subgrade must be inspected and approved before concrete is ordered/poured Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed 8 All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department Locate and pothole existing City -owned utilities fie water. sewer, or street lighting conduits) to verify locations Maintain a one -foot clearance over or under existing City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser 9 Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs. Sights and Other Devices for the Use in Performance of Work Upon Highways issued by the California Department of Transportation If needed, barricades can be obtained from the City at a charge of $10 00 per barricade per day, with a minimum charge of $35 00 It is the responsibility of the applicant to place barricades to protect the general public Access to fire hydrants must be maintained at all times 10 Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department 11 Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closute Permit from the Public Works Department Access for fire, police and emergency vehicles must be maintained at all limes Traffic Control must be per Work Area Traffic Control Handbook (WATCH) No nighttime traffic lane closures unless prior approval has been granted Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked 12 This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, of parking of construction vehicles unless detailed on an attached Temporary Street Closure 13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences 14 Refuse or unused materials shall be removed within 24 hours after completion of the work If not removed, the City may remove and bill the applicant Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is not interrupted To place a dumpster or materials in the public right-of-way, a Temporary Street Closure Permit must be obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self-inspre, Certcate of Worker's Compensation Insurance, or a Certified Copy thereof. gate: *tqignature:-. CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: 24-hour notice for Encroachment Permit Inspection is required by calling Public Works at 949-644-3311. , I 15 Any above ground utility facilities will require documented approval from the adjacent affected property owner(s) 16 Homeowner, contractors, and subcontracotrs may each be liable for violations of Water Quality Laws Best Management Practices will be enforced It is against the. law to discharge construction debris into the gutter and storm drain Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill 17 If a refundable deposit was paid, applicant must submit a Soils Compactio•i Certificate or Evidence of a Slurried Backftll and request a final inspection from the Public Works Department Monies may be held for six months after final inspection before a refund will be processed 18 No trees in the public right-of-way shall be planted, removed. trimmed. or relocated without approval from the General Services Department. 19 All work in the public right-of-way must meet the approval of the Public Work; Department or corrections will be required (i a removals exposing connect os. etc I Additional inspection fees may be required 20 Permit is for standard materials in the public right-of-way only -finless previously approved by Public Works and an Encroachment Agreement has been processed 21 Permit is valid for "description" of work noted on front only Additional work performed may require issuance of a separate permit and/or additional fees No work related to this encroachment permit *hall be performed until the Public Works Department has issued this permit. Applicant hereby afkn9wledges he/she ha_s-ma#-and understands the terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after issuance. a / l i Permit fees are nonrefundable. SoDate:`l� /lagnature: ' Keely, David From: Tony Kerr <tony@pattersoncustomhomes.com> Sent: Friday, September 14, 2018 1:50 PM To: Keely, David Cc: Lynch, Mike Subject: RE: 2201 Bayside Drive Attachments: permit.PDF Hello, Please see attached permit for 2201 and 2209 Bayside. hour contacts Tony Kerr #(949) 402-8638 Andrew Patterson #(949) 294-9057 Derek Ekedl #(949) 500-8548. Thank yo From: Keely, David <DKeely@newportbeachca.gov> Sent: Friday, September 14, 2018 10:11 AM To: Tony Kerr <tony@pattersoncustomhomes.com> Cc: Lynch, Mike <MLynch @newportbeachca.gov> Subject: RE: 2201 Bayside Drive Hi Tony, 2q _ .AvU(L i,CyAE�2 1.t*WN0T+ The cost of the encroachment permit will be $847.00. Once we have the 24-hour contacts and OCSD permit we will be ready to issue. David Keely, P E Senior Civil Engineer City of Newport Beach, Public Works Department Tel (949) 644-3349 From: Tony Kerr [mailto:tone@pattersoncustomhomes.com] Sent: Wednesday, September 12, 2018 1:36 PM To: Keely, David <DKeely@newportbeachca.eovv> Cc: Lynch, Mike <MLynch @newportbeachca.gov> Subject: RE: 2201 Bayside Drive Hello, Please see attached encroachment permit form. I will send over 24-hour emergency contact info and copy of OCSD special purpose discharge permit as soon as possible. Thank you Anaheim 108-4 EIhs a-,enue. Fountain. varte� CA 92708 71-4.962 2a t 1 • www ocsd c-um Brea Buena Park CYpM June 7. 2018 Fountain Valley Fullerton Michael Slaby, Principal/Technical Director Garden Grove 2209 Bayside, LP c/o Pure Effect, Inc Huntington Beach 601 tN Valencia Drive Fullerton, CA 92832 twine La Habra SUBJECT Issuance of Special Purpose Discharge Permit No S-600546 La Palma Enclosed is Special Purpose Discharge Permit (SPDP) No. S-600546 for the Los Alamitos dewatering that will occur during construction of 2209 Bayside, LP's single-family home at 2209 Bayside Drive in Corona Del Mar. California SPDP No S-600546 Is valid until Newport Beach May 31, 2019 2209 Bayside. LP is required to comply with the limits and conditions set forth in this SPDP at all times Orange Placentia Special Conditions Please see Section 6 of the SPDP for special conditions and required notifications Santa Ana Seal Beach If there are any discrepancies with the information described in the permit, please notify OCSD in writing. 2209 Bayside. LP is also required to notify OCSD in writing of any Stanton changes relating to company information, pretreatment modification, wastes/wastewater quantity, sampling point location, piping modification, or any other Tustin relevant information Failure to do so is in violation of the permit Villa Park If you have any questions. please contact the undersigned at (714) 593-7408 County of Orange I Costa Mesa Vlatnbergs, Sanitary District P E Senior Engineer, Resource Protection Division Midway City Sanitary District OTC TG MSK fe Irvine Ranch J aecCes,620 ISC Stat`6n.'OItlO JLr.e 2)'9 Letter V Re,ewai S-60054u 22L,9 SaVSICP. LP 00C Water District CERTIFIED MAIL 7005 0390 0004 8194 2848 Yorba Linda Water District Enclosure SPECIAL PURPOSE DISCHARGE PERMIT Permit No: S-600646 In accordance with the provisions of the Wastewater Discharge Regulations of Orange County Sanitation District, herein referred to as "District", 2209 Bayside, LP 2201 & 2209 Bayside Drive Corona Del Mar, CA 92625 hereinafter referred to as "Permittee", is hereby granted permission to discharge into the District's sewerage facilities from the above identified facility in accordance with the conditions set forth in this permit The District retains the right to revoke permission to discharge and may require Permittee to terminate discharge at any time during the term of the permit. Compliance with this permit does not relieve the Permittee of its obligations to comply with the Ordinance, any applicable pretreatment regulations, standards, or requirements under Local, State, and Federal laws, including any such regulations, standards, requirements or laws that may become effective during the term of this permit Noncompliance with any term or condition of this permit constitutes a violation of Ordinance The Special Purpose Discharge Permit is a limited term permit. All discharge must be terminated on the date of the permit expiration. If the discharge extends beyond the term of the permit a notification of intent to continue discharge and an application with the associated fees must be submitted prior to expiration of the current permit. This permit shall become effective on June 01. 2018 and shall expire on May 31. 2019 By Roya Sohanaki Resource Protection Division Manager Issued on 1/ % 1 r ORANGE COUNTY SANITATION DISTRICT, CALIFORNIA 10844 Ellis Avenue Fountain Valley CA 92708-7018 (714) 962-2411 PART I. COMPANY INFORMATION COMPANY NAMME: 2209 Bayside. LP c/o Pure Effect, Inc. - 601 W Valencia Ave, Fullerton, CA 92832 Sewer Commedon Address: 2201 & 2209 Bayside Dnve, Corona Del Mar, CA 92625 Phone: 714-715-5753 Fa= Name of Responsible 00mr. Greg Cullen Title: Owner Phone 310-702-5252 Name of oeek celled Signatory: Michael Slaby rife: PrincipalfTechrncal Director Name of Coatact for Sil a Access: Michael Slaby Title: PnncipaUTechnical Director Ita'6ng Address: 601 West Valencia Dnve, Fullerton, CA 92832 Phone / Ernatl: 714-715-5753 / mslaby@pureeffect.com 2209 Bayside LP Permit Number S-600546 Page 2 of 15 PART IL SPECIFIC CONDITIONS AND REQUIREMENTS 1. DISCHARGE LIMITS AND CONDITIONS a. All discharges must meet the District's Local Discharge Limits and all prohibitions in the Ordinance before discharging to the Districts sewer. The effluent discharge shall not exceed either the following concentration limits in mg/L at the sampling point, or originate from a different source than that described below: L EFFLUENT UNITS During the period from June 01, 2018 to May 31, 2019, the effluent discharge shall not exceed the following concentration limits in mg/L. Company Now: 22N Bayside, LP Perrtdt No.: "006" sewer Address: Elreetiw Dab: B/1/2018 2201 a 2209 Bayside Dnve Corona Del Mar, CA 92825 Ern Dab: 5/31/2019 DISCHARGE UNITS CONS11MENT Instantaneous Limit Daily Max MOIL MOIL 1,4-Dioxane 1.0 1.0 Arsenic 70 2.0 Cadmium 1.0 1.0 Chromium 20.0 20.0 Copper 3.0 3.0 Cyanide (Totap 5.0 5.0 Lead 2.0 2.0 Mercury 0.03 0.03 Molybdenum 2.3 2.3 Nickel 10.0 10.0 Od & Graeae (Mineral I Petro) 100.0 100.0 Pesticides 0.01 0.01 Polychlorinated biphenyls 0.01 0.01 selenium 3.9 3.9 Silver 15.0 15.0 Sulfide (Dissolved) 0.5 0.5 SuMde (Total) 5.0 5.0 Zinc 10.0 10.0 pH 6.0.12.0 SAMPLING POINT LOCATION: The above effluent limits apply at the sampling point located downstream of the settling tank and mechanical filtration system. The sample point is of type "Sample POr. '. 2209 Bayside, LP Permit Number. S-0o546 Page 3 of 15 b. If monitoring shows non-compliance with the effluent discharge, Permittee is required to cease discharge immediately and perform corrective actions as necessary with wastewater pretreatment to meet compliance with the permit limits and the Ordinance. c. Permittee shall make provisions to discharge at a rate that does not interfere with the operations of the sewer system d. Permittee shall take all necessary measures and actions, both in the design and operation of the facility. to protect the sewer system from upset conditions and interference, such as spills and sewer back up. e. Permittee shall have provisions and procedures in place, such as isolation of discharge and diversion of flow to alternate disposal sites, for temporary outages and shutdown of the sewer. f. Pursuant to the authority set forth in Section 613 of the Ordinance, Permittee must immediately cease all discharges to the sewer facilities if, at any time, the District, or its agent, determines that flow levels in the sewer system may cause operation problems. 2. PRETREATMENT Permittee shall provide all necessary pretreatment and waste minimization, and shall take all necessary measures and install control systems to meet the District's discharge limits and prevent the discharge of any constituent that either interferes with sewer facilities or is in violation of the District's prohibitions 3. FLOW MONITORING AND REPORTING a. Permittee shall provide and maintain an effluent measuring system that is suitable for the application and accurately measures and records the entire volume of wastewater discharged to the sewer system with a minimum flow accuracy of =5%u See Effluent Flow Meter Requirements under Attachment 157 b Permittee shall obtain MONTHLY readings of the industrial wastewater volume to the sewer and submit a report to the District on the 20th of the following month using the report form provided. (Permittee will be provided with a form each month. Failure to receive a form from the District does not exempt Permittee from obtaining and submitting flow data for that period.) 4. SELF -MONITORING REQUIREMENTS Permittee shall conduct monitoring of its own discharges for the purpose of determining the status of compliance and suitability for discharge The specific requirements are as follows A. Monitoring/Sampling Requirements From the effective date of the permit and until the permit is terminated or revised, Permittee shall monitor its wastewater discharge for the following parameters at the indicated frequency l 3 AN BOO & TSS: Total Suspended Solids Monthly Grab Single grab during discharge 2209 9ayside LP Permit Number S-600546 Page 4 of 15 B. Representative Sampling and laboratory Analyses Samples and measurements taken as required herein shall be representative of the volume and nature of the discharge during hours of discharge. All equipment used for sampling and analysis must be routinely calibrated, inspected, and maintained to ensure accuracy. C Frequency, Sampling Schedule and Due Dates for Submission of Reports Sampling of wastewater effluent and reporting of results shall be done in accordance with the schedule shown below. Sampling may be performed any day within the specified date range as designated in the permit. If sampling cannot be conducted within the specified date for any valid reason, the District must be notified in advance and in writing, of the reason(s) for the inability to sample and the new proposed sampling date. 1. Self -Monitoring and Reporting Deadlines 2209 Bayside LP Perm t Number S-600546 Page 5 of IS 2. Monthly and Weekly Frequency Deadlines a. Samples must be collected in accordance with the requirements specified in Part 4 Section A, as applicable. b. Depending on the self -monitoring frequency, sampling must be conducted in the following manner, as applicable: (i) Monthly Self -Monitoring (if applicable) A sample of the wastewater effluent shall be collected and analyzed a minimum of one (1) sampling day per month. The sampling day shall be rotated to the successively different plant operational day during each month of monitoring. (11) Weekly Self-Morthoring (If applicable) A sample of the wastewater effluent shall be collected and analyzed a minimum of four (4) sampling days per month (once a week). The sampling day shall be rotated to the successively different plant operational day during each week of monitoring. c. Reporting of monthly and weekly self -monitoring results must be done on a monthly basis. Self -monitoring reports must be submitted by the twentieth (20th) day of the month following sampling. S. FEES AND CHARGES Permittee is responsible for paying all fees in accordance with the District's Ordinances, the District's Board resolutions, and the Districts Board -approved policies and procedures. 6. SPECIAL CONDITIONS a. Penittee shall provide the District's staff unrestricted access to the facility and site to inspect, monitor, or verify compliance with the District's Permit and Ordinance requirements. Permittee shall make provisions to allow entry to the site for the purposes outlined herein at all times. b. Permittee shall comply with the effluent meter calibration reporting as specified in Attachment 162. The following schedule must be used for calibration and reporting of the data. Type of Calibration Hydraulic Calibration Due Date February 28, 2019 Report Due Date March 31, 2019 2209 Bayside, LP Permit Number. 5-600546 Page 6 of 15 c. Permittee shall submit a Close of Project Discharge Volume Report, Attachment 255, within 30 days of project completion. The terms and conditions of an issued Special Purpose Discharge Permit may be subject to modification at the sole discretion of the District, based on a determination by the District that such modification is necessary to comply with the objectives of the Ordinance. For the pollutants of concern listed in the Permit limits, Permittee shall have provisions in place to add appropriate pretreatment technology for removal of these pollutants if present in the site's wastestream(s) at concentrations that may exceed the Permit limits. If a rain/storm event is anticipated, perrmifte may be contacted by the District to haft discharge leading up to and during the rain event. A rainstorm event is defined as forecasted or measured precipitation of % inch or higher which may occur in any part of Orange County. Permittee shall contact the District's Plant 1 Control Center at (714) 593-7025 or Resource Protection Division / Permitting Group for permission to recommence discharge after the rainstorm event has concluded. 2209 Bayside, LP Pemth Number S-600646 Page 7 of 15 ATTACHMENT 167 EFFLUENT FLOW METER REQUIREMENTS METER INSTALLATION The District requires accurate flow measurement for compliance and/or user charges determination. To ensure accurate flow data, the District requires a Permittee discharging under a Dry Weather Urban Runoff Permit to provide an effluent measuring system such as an effluent flow meter, to obtain flow measurement of the dry weather urban runoff discharged into the Districts sewer system. Permittee shall ensure by design, proper installation and calibration of a flow measurement accuracy within t5% of the expected range of the flow (minimum, average, and maximum) A. EFFLUENT METER INSTALLATION REQUIREMENTS The following are the minimum requirements for the installation of an effluent measurement system: 1. Effluent meter equipment (primary and secondary devices) must be accessible for reading, inspection, maintenance, and calibration. 2. Discharge to the sewer must be hard -piped. Flexible connections are not acceptable when an effluent meter is in the line. 3. No effluent meter component will be located in areas that require confined space entry. 4. Effluent meter system shall be located such that it obtains representative flow measurement of the discharge to the sewer. 5. Pernittee shall make all necessary provisions to ensure accurate and proper calibration of flow metering device, such as: - Upstream water connection to allow city water to flow through the flow metering system during calibration. - Calibration simulator for in -line flow meter provided or approved by the flow meter manufacturer to simulate flow conditions and output to instrumentation. 6. The flow metering system shall have a flow recorder and totalizer. T. Re-settable totalizers are not acceptable by the District B. EXISTING EFFLUENT FLOW METER INSTALLATION Upon evaluation of the accuracy of measurement and calibration results of an effluent meter installation currently in place at Permittee's facility, the District may determine whether the metering system requires either replacement or modification in accordance with the above minimum requirements. C. EFFLUENT FLOW METER CALIBRATION Whether for a new installation of an effluent flow meter or modification to an existing one, Permittee shall perform a full hydraulic calibration and submit a report to the District in accordance with the District's Effluent Flow Meter Calibration and Reporting Requirements and Guidelines. 2209 9ayside, LP Pem[it Number: S-800518 Page 8 of 15 ATTACHMENT 162 METER CALIBRATION REQUIREMENTS GENERAL Permittee shall provide an effluent flow measuring device that is suitable for the application and that measures and records the entire volume of wastewater discharged to the sewer system within a minimum accuracy of t 5% at all times. IL FLOW MEASURING DEVICE - The flow measuring devices must be equipped with a recorder and totalizer that continuously record the volume, time and date of flow discharged to the District's sewer system. The District will not accept a flow meter that has a resettable totslaer. - The flow measuring system must accurately measure the expected range of the flow (minimum, average, and maximum) with a minimum accuracy of t 5%. III. CALIBRATION REQUIREMENTS To ensure proper operation and continued accuracy of the flow -measuring device, Permittee is required to calibrate and maintain the measuring device. Permittee is required to meet, as a minimum, the following requirements: Calibration shalt be conducted under the dimatAupervision of an engineer registered in the State of California, and in accordance with procedures prepared by the registered engineer. The engineer conducting the calibration shall certify the calibration report submitted to the District A. Hydraulic Calibration Hydraulic calibration must check and calibrate the entire flow meter system and its components. The calibration of the full system shall include calibration of all associated instruments and appurtenances. Hydraulic calibration requires that the system be checked by: 1. Comparing a known flow induced into the system independent of the installed flow -metering device at the facility. 2. Performing the calibration with instrumentation and method with a minimum accuracy of t2% or better. 3. Testing and calibrating the flow -metering device at minimum, average, and maximum daily flow discharged to the sewer system. 4. Using appropriate manufacturer's certified calibration curves or data for the flow meter device used at the facility. 5. Conducting in -line flow meter calibration using a calibration simulator system provided or approved by the manufacturer to simulate flow conditions and output to instrumentation. 2209 6ayside. LP Pemut Number 5800548 Page 9 of 15 B. Instrument Calibration Instrument calibration must set the accuracy of the measuring and recording instrumentation by: 1. Testing at minimum, average, and maximum flows that represent actual daily flow conditions. 2. Conducting the calibration using appropriate procedures approved by a California Registered Professional Engineer. C. Calibration Frequency and Reporting Schedule 1. All effluent flow meters must be hydraulically calibrated within 30 days from the day of initial permit issuance. 2. All calibrations must be performed aver installation, in situ (in line). 3. The calibration report including all appropriate information and data must be submitted to the District within 30 days following the calibration. 4. All follow-up calibrations shall be performed in accordance with the District's schedule. Hydraulic calibration must be performed upon permit renewal and the report submitted with the renewal application. IV. EFFLUENT FLOW METER MAINTENANCE The District requires permittees that operate effluent flow meters to have a program of regular maintenance to ensure proper operation of the meters and a continued minimum accuracy of t5%, which as a minimum, includes: - All parts of the flow metering device that require cleaning should be cleaned at least once a month. - Accurate records of any cleaning or maintenance of the meter must be kept and made available upon the District's request. V. CALIBRATION REPORT Permittee shall provide to the District all the calibration test and maintenance information accompanied by a certification of test results signed by a Califomia Registered Professional Engineer performing the calibration and affixed with the engineer's current Registered Engineer stamp. The report shall also be certified by Pernittee's responsible officer or designated signatory. Failure to provide the certification and all the information required accurately and completely will be a violation of permit conditions and may result In enforcement actions, including penalties for failure to report. 2209 aayside, LP Permit Number: S-600W Page 10 of 15 EFFLUENT FLOW METER CALIBRATION REPORT INSTRUCTIONS Company Information: The company name, sewer address, and mailing address as listed in the permit. 1. Effluent Flow Meter Location: ♦ Describe the location of the effluent meter. Provide a sketch thatshows the location, piping, and device arrangement. 2. Effluent Meter Description: ♦ Check the appropriate box(es) to identify the type of flow meter. 3. Flow Measuring System Details: ♦ Provide the effluent flow meter specification, including the size and brandof devices and range, instrument span and range, contact closure frequency, etc. and any additional information pertinent tc the calibration. 4. Provide the average and the back flows used by the calibration engineer to determine the calibration flows. The flows must be the current maximum and average flows of the facility. The flow meter system must be tested at a minimum of three (3) differentknown flow rates, such as the actual, minimum, average, and maximum flow rates discharged. S. Calibration Results: ♦ Complete the hydraulic and instrumentation calibration results table. ♦ Submit to the District a copy of all data collected, any calculations peformed, and any other information pertinent to the calibration. 6. Method of Calibration: ♦ Provide a complete and detailed description of the method of calibration, including a description of any special pieces of equipment used. ♦ In case of an in -pipe flow meter, provide a description of the calibrator/simulator used. If the calibration is performed at the manufacturer's facility, Permittee must provide the name of the facility, address, contact person for the manufacturer, and telephone number. ♦ Manufacturer's certified calibration curves or data, or recent laboratory curves or data, must be submitted for any manufactured flow metering device used to check the calibration of the flow monitoring system. ♦ Comparison of the effluent flow monitoring system with incoming water meter readings is not acceptable as a valid calibration check 7. Corrective Measures: ♦ All effluent flow monitoring systems must indicate, record, and totalize within t5% of the actual discharge flow rate. If the system does not perform within these limits, appropriate corrective action must be taken. Prior to any major system modifications, a description and plans, if necessary, of the proposed modifications shall be submitted to the District for approval. Any minor adjustments or parts replaced should be described in the report submitted to the District. ' Calibration of meter maybe performed at the manufacturer's facility only N given permission by the Distrxt and d the calibration simulates conditions such as piping arrangement flows and site bade pressure. 2209 Bayside, tP Permit Number. 5-800546 Page 11 of 15 EFFLUENT FLOW METER CALIBRATION REPORT Company Name: 2209 Bayside, LP Permit No.: S-MS46 Discharge Address: 2201 & 2209 Bayside Drive, Corona Del Mar, CA 92625 Mailing Address: c/o Pure Effect, Inc. - 601 W. Valencia Ave., Fullerton, CA 92832 1. Meter Location [attach sketch] 2. Effluent Meter Description Open Channel A. Flume: ❑ Parshall Flume ❑ Palmer-Bowlus Flume ❑ Trapezoidal ❑ Other, Specify: _ In -line ❑ Magnetic ❑ Propeller ❑ Ultrasonic ❑ Other, Specify. 3. Flow Metering System Details Primary Element Manufacturer. Model: Size: B. Weir ❑ V-notch ❑ Rectangular ❑ Trapezoidal ❑ Other, Specify: Secondary Element Mfg./Model: Totalizer Units: C. Other Description: Display Readout (Total Digits): Units per Count Conversion Factor. Multiplier: ❑ x 10 ❑x100 ❑ x 1000 ❑ Other. 4. Current Facility Wastewater Discharge Rate to Sewer Determined by Calibration Engineer Average GPM Peak GPM 2209 B"Side. LP PertnR Number 5-600546 Page 12 of 15 EFFLUENT FLOWMETER CALIBRATION REPORT 1. Calibration Results Type of Calibration: O Hydraulic O Instrument Calibration System Existing Meter Error Flow Rate GPM Total Discharge Gallons Primary Element's Head Flow Rate GPM Indicator Recorder Total Discharge Gallons Recorder Totalizer A copy of all data collected and of any calculations performed must be attached to this form. 6. Method of Calibration (attach additional sheets if necessary) Hydraulic: (For in -line flow meters, describe calibration/simulator system) Instrument 7. Corrective Measures (describe condition of flow meter prior to calibration and state if any adjustments were made): 2209 9ayside. LP Permit Number S-600546 Page 13 of 15 EFFLUENT FLOW METER CALIBRATION CERTIFICATION CERTIFICATION OF TEST RESULTS BY A Pennittee: Sample Location: Meter Location / Address: Type of Flow Meter. Totalizer Units: Display (Total Digits): Multiplier. I hereby certify that I am knowledgeable in the field of wastewater flow measurement and that I have supervised the calibration of the flow monitoring system as described on the previous page, and also have reviewed and approved all details of the method of calibration. I consider the calibration method and procedures used to be technically sound, and assume professional responsibility for the validity and accuracy of the results reported. Signature Full Name (Please Print or Type) CA Prof. Eng. Cart Engineering Discipline CERTIFICATION OF TEST RESULTS BY THE PERMITTEE'S AUTHORIZED REPRESENTATIVE Date I hereby certify that the flow monitoring system certified as property calibrated above is arranged and operated as to accurately measure and record the industrial wastewater flow to the sewer system. Signature Full Name (Please Print or Type) Signatory's ride Date 2209 Bayside, LP PemM Number S*W546 Page 14 of 1S ATTACHMENT 266 CLOSE OF PROJECT - DISCHARGE VOLUME REPORT Company. Permit No.: Discharge Period - From: _ Total Volume (in gallons): _ Method of Measurement Used: 0 Effluent Meter 0 Tank Volume 0 Other (describe): Date of last effluent meter calibration (if applicable): To: In accordance with 40 CFR 403.12, the results presented herein must be verified and signed under penalty of perjury by (i) a responsible corporate officer, (ii) general partner or proprietor, or (iii) a representative who has responsibility for the overall operation of the permitted facility, who has been authorized by the corporate offioar, general partner or proprietor to sign such reports, and such authorization has been made in writing and submitted to the District I have personally examined and am familiar with the information submitted in this document Based upon my inquiry of those individuals immediately responsible for obtaining the information reported herein, I believe that the submitted information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment Name Title Data Signature Please complete this form and send to: MIN Kleinbergs, Resource Protection Division Orange County Sanitation District 10844 Mils Avenue Fountain Valley, CA 92708.7018 2209 Sayade, LP Pemur Number. 5800548 Page 15 of 15 oesendFig tent nYet cadrolled by float valve outlet with cedWW nester and Now oordrd gate valve — temporary elednc al distribution (SO Type cord) see dean — Discharge to %ewer deanord TerT O O C C Consiruaton Power supply - 240V 1 tytrsP9sl� aEve_G°�1+T +vrtrr_gwOEslExt .•p`. — Standby Diesel generator with automatic load transfer switch at irff uu9CENT J3tOP�€•r w;p9 230V 1 P Sj`; cnrtTrpe pptv[_Ta qE-COY3T7tiKTED VRTm ` p l SWMT4T1E0 WLY THE PEva%,orw,:r1 r;]_Z201 3-+YZWE DRIVE- \• ROTTom OF EFCAVF_T14_ = rt+ UAT"_ - �. OS ii' Desand•Ing Tank p� Vl - I _ I -- -- Excavation limi (shoring lagging) -—. - Q� r'1�., �� INil� _ Property line Al Desanding Tank Detail tw".*" V^i rani, 2011 *. !.. "Vxza NOT TO SCALE Average Ground elev aprcr -11 NM `- �� doled degh eferAm t� br..� �"'�� — Dervaaeririg Nlfells 20 ft deep or to reLsal 1:_�aTiRJCTrOtt MOMS 1, veut�aarr.�fw�tflacwct+�rfrvpr>c I 2 On UM Wd. mCWdjV WAWVM of WOUA atfdelas VO bwftbUi wri De read to want ur a,0 of bo ebole I 1 3 Boom* we to bm1wl dennD6YWr ld Ow"V"Wowaarr Wal W-4 aW Wde+Cm 4Dewateri ng discharge (larrP¢aftidrwaa paor4rbre akin+aamr. to lark �1 5. V1R: deWh willW 20 fl • 10 ra 1 HOW 4t V% wi mnsd Info Ore'berrcdt' fometion The aaapa•n hp elms an of the tlrrr:"V was wtd tw ewY •10 Wet. be , rnty to be ft-wi t hww 6. W* m will salad eppmwrm* ' n abo cm bV prada rid be prdayed om a 0* "a+rmtsl wm wlatm marl Tha rap mn OP at toszo w oms deb Pm war: PVV .e Mataied 7. t^h0 fiNerpadc w11 baits • Peoac a9Ct'Jaw ¢ aPpnr*a aqurbrN IrarvC rsy:c >d he pmnied) I e. VA&UmnS;m WWrw ,ImWad O.W 9 Nildae4d rsraoman flow raft bwNn 506M oar v0 w molLi *7*:26m rsbd ftM of 42 Wn and uzw j t Mir al 31 gpm Ftowi ba raceened to* mwemo cf 50 gom uliro a flub awtd v4.e rtKl: W.i Wwxw a arsim.. *W aXmw, d the drra�'try faNr 11 vw Qm gs will be PJedand bowme ewx%w Mh Pee gravel 12 used 13 Vigo d loos eac4xba+- 11anq pot - t4l ft rno 11 Stotc 010oa+a+a W * ra40n 1+5 Mkt, 15 Noopmad "br awow ell r drnrw m.1-0 S wl it, SadPaelaapdMOA590liden 17. Madied dwY woostl and ldaaitrleK Nailsarep++M did tadad:rid baslq wittrMad rtu pad gavnamai 1e pab T/ atalya mNtY' repuied m hrafiied arela i ea9+to'a orlesrt wb its bac�c3 fantron -Ter d�atstga vPa rvsKrn wa'I prs nlmFidwfrr lodhar aid R raedd for win polo 00rav0e 19 DedwW oil be to lira wftry ono. ofttV a 1pawl wpm dc4how pwV(OCW) No RGM p."m"md 20- amft9aSowwa Dewgndel rdfoagac hraYeS✓Fawnkar 21 OC30 Plms W he ablarad 30dyn tear to *wmw rp ad a oopf d ds halls NM be pmvelfl to t 1 @ C* d Nrwport R, n pal d Ne anmodmnl17anet aPOcsm tr da=V to ire Uy+e wu syalam Float vatme to nand flow Into tank — (ft wO tw Ae a mm4sn head cortdrhon for the dlsdglge from bmtw* art r Wc�+e maximum Gate valve to Con" flow to 50 GPM max (valve will be set and prolee ban raawng wM lock and than) Flowme"certlfied) with straight pipe In and out per lnstallatton instructions sewer NNW &nergeracr =9=1 (24 re) Foothill Iwnext(rig 8 DewaWiV 951-737--5391 pocglas,iarrreson 951-253.9= fir^ 7000 Jurupa Ave Riverside, CA 92504 t SRG i MMIMIMM & 951-737-5391 Approx scale 0 10 20 30 40 l 2209 Bayslde Drive Salvato Residence j Newport Beach, CA Dewatenng 3 27-17 Rev: 7-27-1T � Doug Jamieson i1