The URL can be used to link to this page

Home My WebLink About2724 WATERBURY WAY; ; CBR2019-1132; PermitPrint Date: 06/06/2019 Job Address: 2724 Waterbury Way Permit Type: BLDG-Residential Parcel No: 1674320500 Valuation: $0.00 Occupancy Group: U Dwelling Units: Bedrooms: city of Carlsbad Residential Permit Permit No: CBR2019-1132 Work Class: Demo Status: Closed - Finaled Lot U: - Applied: 05/08/2019 Reference U: Issued: 05/08/2019 Construction Type: Permit Finaled: Bathrooms: Inspector: CRenf One. Plan Check U: Final Plan Check U: Inspection: 6/6/2019 10:25:46AM Project Title: Description: DEMOLISH POOL (REMOVE ENTIRE POOL CAVITY, DICONNECT GAS & ELECTRIC) Owner: Contractor: COOWNER PITCHUMANI MAHESH AND ACE HAULING SERVICES INC ATANASSOVA MARTINA I 2724 Waterbury Way 2220 David P1 CARLSBAD, CA 92010 Carlsbad, CA 92008-6884 760-434-5740 BUILDING INSPECTION FEE $117.00 SWPPP INSPECTION FEE TIER 1 - Medium BLDG $246.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM $58.00 Total Fees: $421.00 -Total Payments To Date: -- $421.00 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. a 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov RESIDENTIAL Plan Check 2°i tU32 (City of BUILDING PERMIT Est. Value Carlsbad APPLICATION PC Deposit B-I Date ________________ JobAddress2fl2=4 WUtYkU.IVLj \N Suite: APN: _(p7 43 205OO CT/Project #: Lot Sr Fire Sprinklers: yes 19 Air Conditioning: yes / BRIEF DESCRIPTION OF WORK: OI1)i oliski SL4)ih'iffl,VL,( D00/ El Addition/New: Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes / No, if yes how many? O Remodel: SF of affected area Is the area a conversion or change of use? Yes / No 0 Pool/Spa: SF Additional Gas or Electrical Features? o Solar: _______ KW, Modules, Mounted: Roof / Ground, Tilt: Yes I No, RMA: Yes / No, Battery: Yes / No Panel Upgrade: Yes / No El Reroof: U Plumbing/Mechanical/Electrical Only: El Other: APPLIAJVT (PRIMARY CONTACT) Name:ttCe HULLL%rj Srii1C Inc Address: P1') P.)O)( 41o0 Phone: I to () -t-- EmaiIaCehThJLY1/2 PROPERTY OW Name:_____ Address: 2:72 City: Ctu1 Phone: lt,Ict. Msk yj MrYc%SOV6t& ?itchwwtri p: DESIGN PROFESSIONAL Name:'N Address: City: Phone: 'N Email: Architect State License: State: Zip: JLdLV LICtI3C OUa. LReII. (I.J Las.- (Sec. 7031.5 Business and Professions Code: Any ttçor County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to'fU. a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 oN& Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fl'a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov B-i Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, fort of1be work My workers' compensation insurance carrier and policy number are: Insurance Company Name: ance Jhich this permit is issued. Policy No. rj - I Expiration Date: O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURVU DAGENT DATE: 5f7 1 /1 (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: N J ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Dyes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE(" DATE: I 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build ingccarIsbadca.gov B-i Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Residential Application Date: 05/08/2019 Owner: COOWNER PITCHUMANI MAHESH AND ATANASSOVA MARTINA I Work Class: Demo Issue Date: 05/08/2019 Subdivision: CARLSBAD TCT#74-04 Status: Closed - Finaled Expiration Date: 11/05/2019 Address: 2724 Waterbury Way Carlsbad, CA 92010-1369 IVR Number: 18932 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Start Date Date 0510912019 0510912019 BLDG-SW-Pre-Con 091383-2019 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Met with Amanda went over work hours and Yes being a good neighbor noise and dust control and overall cleanliness 0610612019 0610612019 BLDG-Final 093896-2019 Passed Chris Renfro Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Complete B June 06, 20119 Pagel of FINAL REPORT OF RELATIVE DENSITY TESTING SWIMMING POOL BACKFILL 2724 Waterbury Way Carlsbad, Ca. 92014 JOB NO19-7140-FC June 4, 2019 Prepared for: Martina Atanassova 2724 Waterbury Way Carlsbad, Ca. 92008 Prepared By: C.W. LA MONTE CO. INC 7840 El Cajon Blvd., Suite 200 La Mesa, CA. 91942 (619) 462-9861, Fax 462-9859 C.W. LA MONTE CO.INC Soil and Foundation Engineering Services June 4, 2019 CITY OF CARLSBAD Department of Public Works Building Inspection 1200 Carlsbad Village Drive Carlsbad, CA 92008 SUBJECT: FINAL REPORT OF FIELD DENSITY TESTING Residential Site Swimming Pool Backfill 2724 Waterbury Way Carlsbad, Ca. 92008 Dear Sirs: JOB NO. 19-7140FC In accordance with the request of the contractor for the swimming pool demolition at the above subject residential site, C.W. LA MONTE COMPANY INCORPORATED hereby submits the following report summarizing our work and test results concerning the subject project. Our firm has tested the fill soils which were placed and re-compacted inside the swimming pool area at the above subject site. Scone of Work The scope of work for our services included: Observing the bottom after the pool shell removal... Performing field density tests in the placed and compacted fill material. Performing laboratory tests on representative samples of the fill material. General Site Information The property is on the northerly side of Waterbury Way in the city of Carlsbad. The abandoned pool was in the rear yard of the existing residence. Job No. 19-7140-FC June 4, 2019 3 Field Observations Tests and observations were provided by arepresentative of C.W. LA MONTE COMPANY INC. The presence of our field representative at the site was to provide to the client a source of professional advice, opinions, and recommendations based upon the field representative's observations of the contractors work and did not include any superintending, supervision, or direction of the actual work of the contractor's workers. The soils utilized in the grading operation were from imported soils and consisted primarily of a mixture of brown medium to coarse sand. The fill materials were tested and found to be compacted to at least 90 percent of Maximum Dry Density in the area of the pool. Tests Field density tests were performed in accordance with A.S.T.M. D-1556 guidelines. Maximum density determinations were performed in accordance with A.S.T.M. D- 1557, Method A guidelines. The relative compaction results, as summarized on Figure No. II, are the ratios of the field densities to the laboratory Maximum Dry Densities, expressed as percentages. Summary Based on our field testing and observations, it is our professional opinion that the compaction operations in the area of the abandoned pool at the subject residential site were performed in conformance with the requirements of the city of Carlsbad. It is our opinion the soil conditions were as anticipated. In the event a structure is to be built on the compacted pool backfill material a safe allowable bearing value of 1,500 psf may be used for design purposes. It is to be understood that our test results and opinions of general acceptance do not guarantee that every cubic yard has been observed or tested. Our test results indicate the measured compaction degree obtained at the specific test location. We can only guarantee that our tests and observations have been made in accordance with the care and current professional standards in our field. All statements in the report are applicable only for the backfilling operation observed by our firm, and our representative of the site at the time our report was prepared. The firm of C.W. LA MONTE COMPANY INCORPORATED shall not be held responsible for fill soils place at any future time, existing un-compacted fills or subsequent changes to the site by others, which directly or indirectly cause poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill soil Professional opinions presented herein have been made based on our tests, observations and experience and they have been made in accordance with the generally accepted current geotechnical engineering principals and practices. This warranty is in lieu of all other warranties, either expressed or implied. Thank you for this opportunity to be of service. Should any questions arise concerning this report do not hesitate to contact our office. Reference to our Job No. I9-7140-FC will help to expedite a reply to your inquiries. Respectfully submitted, C.W. LA MONTE COMPANY, INC. a, a 2; g £ & . LK~ Clif La Monte RCE 25241, GE 495 CWL/cwl C. W. LA MONTE COMPANY, INC. Soil and Foundation Engineers Residence Pool Backfill Project: 2724 Waterbury War Carlsbad, CA. Job No. /9 7140 FC Figure No. I so V. TOTE: All dimensions are approximate and .should not be ii.scdfor kgalpurposes. Site Plan LEGEND: Approimatc Location of Field 1)cnsily 'Fest Approximatc Limits of Compaction SUMMARY OF FIELD DENSITY TESTS Residence Pool Backfill 2724 Waterbury Way Carlsbad, CA. TABLE 1 RELATIVE COMPACTION TESTS ASTM D1556-91 Test No. Date Location Elev. (feet) or Fill Thickness l Soil Type Moisture (%) --I Dry Density (pcf Max. Density (pcf % Relative Compaction 1 5/28/2019 see figure 1 2' I 10.2 122.8 131.0 - 93.7 2 5/29/2019 see figure I 4' I 10.9 120.4 131.0 - 91.9 3 5/29/2019 see figure 1 2' 1 11.4 126.9 131.0 96.9_ 4 5130/2019 see figure 1 FG 1 10.7 123.8 131.0 94.5 5 5/30/2019 see figure 1 FG 1 11.1 1 124.6 1 131.0 1 95.1_ TABLE 2 MAXIMUM DRY DENSITY and OPTIMUM MOISTURE CONTENT ASTM 1557-91 Soil Type I I Description Optimum Moisture) (%) Maximum Dry Density (pci) 1 f Red/Brown Medium Sand 9.5 131.0 Job No. 197140 FC Figure 2 ._ ___ .__ W3k• .. ._. .VA . ..___.rA_ . •• ••.. ... •.• ua. •• ..--....--',...'..'... EMNIMMMommmmommoOMmmumo U. •n • ••u •• U• •••• •• ____ _._. _._ _._ U. •• •••R ••• • U U. •••• •• ..__ .._. .._ _m_ .......---...-..-...-...- Residence Pool BacAflhi Project: 2724 Waterbury Way Carlsbad, CA. Job No. 19 7140 FC Figure - APPENDIX "A" Page 1 WET WEATHER MAINTENANCE AT RESIDENTIAL SITES* Southern Californians, unlike other residents of the nation, are unaccustomed to heavy rainfall. Whenever unusually wet weather occurs, San Diegans, particularly those living on slopes of filled land, become concerned (often unduly) about the conditions of their building site. They should not be, generally. The grading codes of the County of San Diego, and the various incorporated cities in the County, concerning filled land, excavation, terracing, and slope construction, are among the most stringent in the state, and adequate to meet almost any natural occurrence. This is the opinion of the San Diego Chapter of the California Council of Civil Engineers and Land Surveyors, whose membership help prepare and review the codes. In 1967, the local Chapter of the California Council of Civil Engineers and Land Surveyors compiled a list of some precautions that homeowners can take to maintain their building sites. This updated pamphlet reiterates those precautions. Everyone is accustomed to maintaining his house. Everyone realizes that periodic termite inspections are a reasonable precaution, and that homes require a coat of paint from time to time. Homeowners are well used to checking and replacing wiring and plumbing, particularly in older homes. Roofs require occasional care. However, the general public regards the natural ground as inviolate. They ought to realize that Nature is haphazard in creation of all land, some of which becomes building sites. Nature's imperfections have been largely compensated through careful engineering design and construction and enforcement of rigorous building and lot development ordinances. It is only reasonable to assume that an improved building site requires the approximate same care that the building itself does. In most instances, lot and site care are elementary steps that can be taken by the homeowner at considerably less cost than building maintenance. As a public service, engineers in private practice of the San Diego Chapter of the California Council of Civil Engineers and Land Surveyors have compiled this pamphlet of pertinent Do's and Don'ts as a guide to homeowners. The CCCELS respectfully advises that, in offering these guides, it accept no responsibility for the actual performances of home sites or structures located thereon. *pamphlet prepared by the San Diego Chapter of the California Council of Civil Engineers and Land Surveyors DO'S Do clear surface and terrace drains with a shovel, if necessary, and check them frequently during the rainy season. Ask your neighbors to do likewise. Do be sure that all drains have open outlets. Under the right conditions, this can be tested simply on a dry day with a hose. If blockage is evident, you may have to clear the drain mechanically. Do check roof drains gutters and down spouts to be sure they are clear. Depending on you location, if you do not have roof gutters and down spouts, you may wish to install them because roofs and their wide, flat space will shed tremendous quantities of water. Without gutters or other adequate drainage, water falling from the eaves ponds against foundation and basement walls. Do check all outlets at the top of slopes to be sure that they are clear and that water will not overflow the slope itself, causing erosion. Do keep drain openings (weep-holes) clear of debris and other material that could block them in a storm. Do check for loose fill above and below your property if you live on a slope or terrace. Do watch hoses and sprinklers. During the rainy season, little, if any irrigation is required. Over-saturation of the ground is not only unnecessary and expensive, but can cause subsurface damage. Do watch for backup in interior drains and toilets during a rainy season, this may indicate drain or sewer blockage. Do exercise ordinary precaution. Your house and building site were constructed to meet certain standards that should protect against any natural occurrences, if you do your part in maintaining them. DONT'S Don't block terrace drains and brow ditches on slopes or at the tops of cut slopes on sloping ground. These are designed to carry away runoff to a place where it can be safely distributed. Generally, a little shovel work will remove any accumulation of dirt and other debris that clogs the drain. If several homes are located on the same terrace, it is a good idea to check with your neighbors. Water backed up in surface drains will tend to overflow and seep into the terraces, creating less stable slopes. Don't permit water to gather above or on the edges of slopes (ponding). Water gathering here will tend to either seep into the ground, loosening fill or natural ground, or will overflow on the slope and begin erosion. Once erosion is started, it is difficult to control and severe damage may result rather quickly. Don't connect roof drains and roof gutters and down spouts to sub-drains. Rather, arrange them so that they will flow out onto a paved driveway or the street where the water may be dissipated over a wide surface. Sub- drains are constructed to take care of ordinary subsurface water and cannot handle the overload from roofs during heavy rain. Overloading the sub-drains tends to weaken the foundations. Don't spill water over the slopes, even where this may seem a good way to prevent ponding. This tends to cause erosion and, in the case of fill, can eat away carefully engineered and compacted land. Don't drop loose fill slopes. It is not compacted to the same strength as the slope itself and will tend to slide with heavy moisture. The sliding may clog terrace drains below, or may cause additional damage by weakening the slope. If you live below a slope, try to be sure that no loose fill is dumped above your property. APPENDIX "A" Page 3 Don't discharge water into French drains close to slopes. French drains are sometimes used to get rid of excess water when other ways of disposing water are not readily available. Overloading these drains saturates the ground and, if the drains are located close to slopes, may cause slope failure in their vicinity. Don't discharge surface water into septic tanks (leaching fields). Not only are septic tanks constructed for a different purpose, but because of their size will tend to naturally accumulate additional water from the ground during heavy rain. Overloading them artificially during the rainy season is bad for the same reason as sub-drains and French drains, and is doubly dangerous because their overflow can pose a serious health hazard. Don't over-irrigate slopes. Naturally, ground cover of ice plant and other vegetation will require some moisture during the hot summer months, but during the wet season, irrigation can cause ice plant and other heavy ground cover to pull loose, which not only destroys the cover, but also starts serious erosion. Planted slopes acquire sufficient moisture when it rains. Don't let water gather against foundations, retaining walls, and basement walls. These walls are built to withstand ordinary moisture in the ground and are, where necessary, accompanied by sub-drains to carry of excess. If water is permitted to pond against them, it may seep through them, causing dampness and leakage inside the basement, more important, the water pressure can cause heavy structural damage to walls. Don't try to compact backfill behind walls near slopes by flooding. Not only is flooding the least efficient way of compacting fine-grained soil, but will also undermine or tip the wall. Don't leave a hose and sprinkler remaining on or near a slope, particularly during the rainy season. This will enhance ground saturation and may cause damage. Don't block swalesliat have been graded around your house or the lot pad. These shallow ditches have been put there for the purpose of quickly removing water toward the driveway, street or other positive outlet. By all means, do not let water pond above blocked swales. STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP cpzo(q —tL2 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs 0 ." — 0' 0 4) —2 4)QCfl 0 CL 4) 4) Best Management Practice* Cr 0 - n CL E -a -; C) (BMP) Description -3 .2 Ct) . — . ip Cr' ,0 0 : > E 8.2 N0 4) Q) = 0 " NU) o 0 0. . a) 0) 0) 0 . 0 ... as 0 -' > Ei3E 0 4) . = C N C C 4) 0 0 k W .2 Ct) Ct) o Ct) .0 C) Ij C) Ct) > 0 Cfl -.- C/) 0 Cfl .E ..-' 0 u, 0 i 0 0 0 0 c > c 0.,.. 0 . v, 0.0 cn c. 0 0 cn 00 00 o CASQA Designation -4 N CD - F') * LO co N CD CSJ T T d- LL)GO to Construction Activity — j(Grading/Soil Disturbance --- — — — - — — — — — - — — t - - — — — — Trenching/Excavation — - — - — — — — - — — — — — — — — — — — — - — Stockpiling — — — — — - — — — — — - — — — - — — — — — — Drilling/Boring — — —.-- — - — — — — - — — — — — — — — — — — — — — 'oncrete/Asphalt Sawcutting - — —.-- — — — — — — - — — — — — — — — — — — — — Concrete Flatwork — Paving — — — — — — - — — — — - — — — — — — — — - Conduit Pipe Installation — - — — — — — — — — — — — — — — — — — - Stucco/Mortar Work -.-- j -- Waste Disposal - Staging/Lay Down Area -- - — — — — - — — — — — — — — — — — — — - Equipment Maintenance and Fueling -- -- - — — — — - — — — — — — — — — — — — — Substance Use/Storage _Hazardous — Dewatering -- — — - — — — — — — — — — — — — — — — — Site Access Across Dirt -- - Other (list): -- - — — — — - — — — — - — — — — — — — — Instructions: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Storrnwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: T714 W1L1Yb1,LL4j. r Vt1cUt Assessor's Parcel Number: Emergency Contact: Name:Wt AAILWíhtLvicl 24 Hour Phone: 760 594' il) Construction Threat to Storm Water Quality (Check Box) ISAVtgDIUM El LOW STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE-REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRAC110E MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM .WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY NTH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION AC11VI11ES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. Ma Morkithi4 OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE E-29 Page 1 of 1 REV 11/17 - .S) -. o o •0 - CL - I - e1) 10 - .1 .1 !'. L C 79 L 201 q 11-5 2- -) - - - - - PROJECT TO COMPLY WITH: 2016 CA Building Code 2016 CA Electrical Code ± -i- 2016 CA ReSidential Code 2016 CA Plumbing Code 2016 CA Green Code 2016 CA Energy Code 2016 CA Mechanical Code 2016 CA Fire Code -E • City of Carlsbad Municipal Code Ci y of Carlsbad - Building Division MAY 0 8)ZO 19 APPROVECI By,31 ISSUED BY: