CITY OF DANA POINT PUBLIC WORKS ENGINEERING SERVICES Golden Lantern, Suite 212 Dana Point, Ca (

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1 CITY OF DANA POINT PUBLIC WORKS ENGINEERING SERVICES Golden Lantern, Suite 212 Dana Point, Ca ( GRADING Requirements and Submittal Checklist The following actions are required upon or prior to the 1 st submittal for all Grading Permit Applications. Public Works Staff will work with applicants to assist as needed in preparing documents for a complete submittal. Please keep a copy of all items submitted to the City for your file. No Partial Submittals will be accepted. No. Of COPIES Release from Planning Department prior to 1 st submittal Approval is indicated by completion of Planning review section on the Grading application. 1 EA Completed and Signed Grading Application See attached application ATTACHMENT 010. Fill in NA for all sections not applicable. 1 EA Transmittal listing out all contents of submittal package with Response Letter included at each Re-submittal. Include Engineering Plan Check numbers on all documents. Response letter should be provided for each Re-Submittal. Please provide a response to each Plan Check Comment provided by the Engineering Plan Checker. Grading Plan Checklist (ATTACHMENT 20) provided for your reference only. 3 EA Grading, Drainage, & Erosion Control Plans in 22x34 or 24x36 format Improvement Plans shall contain all items required on the Grading Plan Checklist (ATTACHMENT 020) and the following: Civil Engineer Wet Stamp and Contact Info Soils Engineer Wet Stamp and Contact Info Declaration of Responsible Charge See attached Sample Black Ink Only Owner signature and contact info All Plans shall be on City Standard Border. See Sample Title Sheet Attachment EA Urban Runoff Threat Assessment Form / Construction BMP Report Complete and Sign Urban Runoff Threat Prioritization Form (ATTACHMENT 40) acknowledging you are aware of the BMP assessment level for your project. Complete and Sign the BMP Report Template (ATTACHMENT 42). In addition standard items already checked, check off all additional BMP items that specifically apply to your project. Prior to permit issue the City will provide fact sheets for each item marked and return to you in the form of a BMP Report. Download and Print all the BMP Factsheets applicable to your project at then add the fact sheets to the BMP Report Template and hand in complete report for City Engineer Approval. Black Ink Only 447_005_Grade Submittal Checklist.doc Revised 9/16/2008 Page 1 of 3

2 1 EA Geotechnical Report (wet signed by registered engineer) 1 Bond Copy and 1 Electronic PDF subsequent addendums same as 1 st (APPLICABLE) (NOT APPLICABLE) Complete the attached WQMP Checklist ATTACHMENT 045 and be prepared to provide a Water Quality Management Plan, if required. Include complete report with 1 st submittal if applicable. 1 EA 1 EA Construction and Demolition (C&D) Ordinance (APPLICABLE) (NOT APPLICABLE) See Attached C&D Application Package ATTACHMENT 050 The City of Dana Point has established a C&D waste recycling program to comply with both City Ordinances and the Mandates of the California Integrated Waste Management Board (CIBWD). Work with your Permit Technician to establish requirement for your project. Conditions of Approval (APPLICABLE) (NOT APPLICABLE) If Conditions of Approval resulted from Discretionary review by planning, provide copies at time of submittal. 2 EA Engineers Cost Estimate with required format Signed, Wet Stamped estimate required at every submittal. Estimate must contain all sections shown on the Estimate Sample ATTACHMENT 060, and be complete. For reference see the Required Current Unit Pricing online. 1 EA Preliminary Title Report Per Dana Point Municipal Code (not more than 6 months old) 2 EA Additional Items that may be requested The following items may be requested based on your particular project circumstances. If you believe one or more of these may be applicable, it may be most efficient to contact Public Works Engineering prior to your 1 st Submittal to discuss those issues. Hydrology and hydraulic calculations Street Improvement Plans Landscape & Irrigation Plans Final Map Special Erosion Control Plans Proof of Submittal Notice of Intent for projects requiring SWIPP. WDID / NOI required for the projects Subject to State General Construction Permit. Approved EIR or Negative Declaration FEES & Deposits For projects involving 500 cubic yards or less the plan check is done on Time & Material basis. The amount of deposit may vary based on project circumstances. For projects 500 cubic yards or greater the plan check is done by Flat Fee, based on the total amount of grading estimated. This amount may change based on plan check review comments and/or corrections to the estimated earthwork quantities. This is always a $98 administrative fee for each new grading submittal, which will be added on to the plan check deposit, and due upon 1 st submittal. 447_005_Grade Submittal Checklist.doc Revised 9/16/2008 Page 2 of 3

3 Permit Approval and Issuance Process Plan Checks and Re-submittals Engineering requires 10 business days (maximum) to check your application documents.the applicant will be notified either if corrections are required to documents submitted, or if Plans are approved and ready for issue. Please have your Permit Number ready anytime you call Public Works to check status. Submittal of Final Plan Sets (Bond Only unless directed by City Engineer) By the final plan check review of your plans the Engineer will have identified all signatures applicant is responsible for obtaining prior to permit issue. After signatures are obtained by applicant, the plans can be submitted for permit issue and remaining City Signatures required. FOR YOUR INFORMATION Permit Approval Engineering and Planning approval is required in order to issue this permit. Public Works will coordinate all City approvals required. Payment of Permit Fees, DEPOSITS, and PERMIT ISSUE A Grading Bond is required for all Grading projects. The Bond amount will be based on a % of the total estimated of work, and can be paid either via cash or surety. Your permit technician will guide you through this process and inform you of the specific amounts due prior to permit issue. Payment of all remaining Plan Check Fees and Inspection Deposits are also due prior to permit issue. No Exception. Upon payment of fees and prior approval of permit by Engineering and Planning, Permit will be issued. Inspection & Project Final Process 1. Pre-Grade meeting: Applicant shall contact the Public Works Inspection Department for a pre-grade meeting prior to commencement of work. Payment of all remaining Plan Check Fees and Inspection Deposits are also due prior to permit issue. No Exception. All certification forms will be provided to applicant at time of Pre-Grade Mtg. 2. Rough Grading: Initial site clearing and grubbing, rough grading, and preparation of pad or building foundation. 3. Rough Grading Release: Works Department will release the Building Permit for issuance upon receipt of the following: a. Civil Engineer: Pad elevation certification b. Civil Engineer: Rough grading certification (see attached) c. Soils Engineer: Compaction reports d. Soils Engineer: Rough grading certification (see attached) 4. Precise Grading and Final Documents: Prior to final inspection, the following documents must be submitted to the Public Works Inspector: a. Civil Engineer: Final grading certification (see attached) b. Civil Engineer: As-built plans c. Soils Engineer: Final soils report d. Soils Engineer: Final grading certification (see attached) 5. Final Inspection: Upon receipt and approval of the documents above, the applicant shall call for final inspection. 6. Release of Grading Security: Upon: 1) Receipt of the grading job card that includes a final signature from the Public Works Inspector 2) Review of the project conditions of approval 3) Verification that Full compliance of all required grading certifications has been achieved by engineer(s) of record - The Public Works Department shall submit to the City Clerk s Office a request for release of the grading security. 447_005_Grade Submittal Checklist.doc Revised 9/16/2008 Page 3 of 3

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5 CITY OF DANA POINT PUBLIC WORKS ENGINEERING SERVICES Golden Lantern, Suite 212 Dana Point, Ca ph fax ( GRADING PERMIT APPLICATION Required By APPLICANT PRIOR TO 1 st Submittal Planning Department Submittal Authorization Planner of the Day Conditions No Yes Resolution Number ENG - Permit Record Number DP - Parent Record Number Submittal Date Job Address: Applicant / Owner Name: APN: _ - _ - Address: City State: Zip: Phone: Contractor: Type: Address: City: State: Zip: License Class / Number: Civil Engineer: Phone: Type: Address: City: State: Zip: License Class / Number: Soils Engineer: Phone: Type: Address: City: State: Zip: License Class / Number: Phone: DESCRIPTION OF WORK Is this permit application a result of a Stop Work Order? If yes, please provide. Are there any retaining walls related to this project? If yes, then apply to Bldg for Wall Permit. Is application related to an ongoing or recent Grading Project? PERMIT #ENG - Are there conditions of approval assigned for this project? RESOLUTION # Yes Yes Yes Yes No No No No I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City Ordinances, State Regulations, and the provisions and conditions of any permit issued pursuant to this application. Print Name: Owner Contractor Company Name Signature: Date Signed: Grading Handout ATTACHMENT _010_GRADING PERMIT APPLICATION.doc Revised 3/26/2008 Page 1 of 1

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7 CITY OF DANA POINT PUBLIC WORKS ENGINEERING SERVICES Golden Lantern, Suite 212 Dana Point, Ca ( GRADING PLAN CHECKLIST REVISED 03/25/08 Plan Check Number: Location / Address: ENG Date of Submittal Checked By Initials Review No. Status PICK ONE PICK ONE CHOOSE STATUS PICK ONE PICK ONE CHOOSE STATUS PICK ONE PICK ONE CHOOSE STATUS PICK ONE PICK ONE CHOOSE STATUS PICK ONE PICK ONE CHOOSE STATUS **Note Plan Check Engineer to submit signed letter of approval for file upon concurrence** OK I. SUBMITTALS, FEES, BOND, INSURANCE, AND ISSUANCE NOT MET N/A ITEM OK 1. Plans are legible and meet industry drafting standards 2. Initial fees collected: $ 3. Additional plan check fees: $ 4. Inspection Fees $ 5. Grading security amount: $ Security received in form of: CHOOSE ONE Letter of Credit Form has been NOTORIZED NOT MET N/A ITEM 6. Contractor has provided valid worker s compensation certificate of liability OR if owner is performing the work he/she has signed the Owner/Builder Verification Form 7. C&D Form completed and approved 8. Urban Runoff Threat Assessment Form completed 9. Encroachments into adjacent properties: Letters of permission are on file from all affected property owners Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 1 of 6

8 II. CLEARANCES REQUIRED OK NOT MET N/A ITEM OK 1. City Water Quality Division (For Water Quality Management Plans) 2. City Traffic Division (For sight distance at driveways, intersections, etc., haul routes, max/min slopes on driveway approaches, streets, etc.) 3. City Planning Department (For concurrence with initial discretionary review) 4. Orange County Fire Authority (For emergency access, fuel modification zones) NOT MET N/A ITEM 5. Regional Water Quality Control Board (For High Priority projects, groundwater extraction, pollutant discharge) 6. Department of Fish & Game (For disruption of navigable waters) 7. Army Corps of Engineers (For streambed or wetlands alterations) 8. Orange County Harbors, Beaches, and Parks (For work encroaching onto County HBP right-of-way) 9. Orange County RDMD (For work encroaching onto any other County right-of-way) 10. Current Title Report Less than 6 Months Old III. GENERAL REQUIREMENTS 1. Show assigned project address on title sheet of plan. 5. Minimum Items Shown on Plans: 2. Show earthwork quantities on plans: a. Over-excavation b. Cut and Fill c. Import and Export 3. Each sheet of plans is wet signed by the Engineer-of-work 4. Legal Description Matches Title Report North Arrow Scale Grading legend Vicinity Map Building # s Tentative Tract or Parcel Map # s Grading Limits Permit Limits Property Lines Tract Boundary Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 2 of 6

9 III. GENERAL REQUIREMENTS (cont.) OK NOT MET N/A ITEM OK 6. Show location of all existing and proposed structures, buried tanks and wells. 7. Submit an itemized summary of the unit and total cost of all drainage devices, grading, paving, and erosion control 8. Retaining walls are not a part of the grading permit. Submit for separate building permits. Note on plans. Show location of walls on grading plan plus top of wall elevations, adjacent finished elevations, and a cross section detail showing subdrain design NOT MET N/A ITEM 17. Extend existing contours or spot elevations to reflect offsite areas and identify drainage pattern. 18. Planning Department has approved project. 19. Applicable conditions of approval have been satisfied. 20. Erosion control plan submitted with grading set. 21. Show on title sheet of plans name, address, and telephone number of: 9. Show all cut/fill transitions and daylight lines. 10. Show existing and proposed elevations using contours and/or spot elevations 11. Show all cut/fill transitions and daylight lines. Owner Architect Geologist Civil Eng. Soils Eng. 22. Call out benchmark and bearing reference point based on Orange County Survey vertical datum and recorded map or survey, respectively. 12. Standard Grading Notes included 13. Standard Erosion Control Notes included 14. Show street widths and centerline. 23. The percent grade of the driveway shall be shown on the plan. 24. Leach field/seepage pits must be plotted on the grading plan. 15. Show street cross-section 16. Show all easements 25. The grading concept proposed appears to require a separate Site Development Permit. Submit to the Planning Department for review. 26. Show topography 25 around the property lines Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 3 of 6

10 IV. DRAINAGE OK NOT MET N/A ITEM OK 1. An agreement for drainage encumbrance is required from adjacent property owner(s) for acceptance of unnatural drainage. Include legal description and Assessor s parcel umber. Applicant must have this document recorded. 2. Submit a drainage study including a hydrology and hydraulic calculations. 3. Show limits of Flood Plain and finish floor elevations per FP-2 requirements. NOT MET N/A ITEM 10. Minimum, acceptable gradients: a. Earth 1.0% b. Asphaltic Concrete..1.0% c. Concrete in earth.0.5% d. Concrete in A.C..0.28% e. Lot sales and preliminary grading..2.0% f. Terrance drains 6.0% 11. Show plan and section details of typical lot drainage. Minimum 2%, Maximum 21% away from a building pad to a swale is required. The minimum 2% is required irregardless of surface, i.e., paving. 4. Show existing off-site terrace and drainage features that could significantly affect the project. 12. Drainage shall be conducted to a street, natural watercourse, or other approved location. 5. A berm, 12 high by 4 wide is required at tops of all slopes. Illustrate with typical detail. 13. Drainage over a manufactured slope is not permitted except in approved devices. 6. Provide one copy of CC&R s outlining drainage right s and maintenance responsibilities. 7. Show location and provide details for all subdrain systems as recommended by the geotechnical engineer. 8. Maximum gradient for sheet flow is 10% 14. Interceptor drains (brow ditches) at top of manufactured slopes are required to intercept surface drainage. Show on plans and provide detail. 15. Velocity reducers (energy dissipaters) are required where drains discharge onto natural ground. If riprap is to be used, specify class and size. Show on plan and provide detail. 9. Show limits of roof gutters and location of down spouts. 16. Concentrated drainage exceeding 4% gradient requires concrete, gunite, or other approved nonerosive device. Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 4 of 6

11 IV. DRAINAGE (cont.) OK NOT MET N/A ITEM OK NOT MET N/A ITEM 17. Plans must show complete details of all drainage structures. 20. Show flow line elevations of all swales and other drainage devices. 18. Provide concrete device in asphalt section to carry concentrated water. 19. Provide 7 setback from top of slope to building to accommodate graded drainage swale of 5 setback when an approved drainage device is used. 21. Show retaining wall subdrain details with disposal points, flow line elevations and pipe material 22. Show detail and locations of extra depth footings. 23. Show typical section of driveway and/or pavement section. Include type of surfacing material. V. SLOPES 1. Provide setbacks as outlined in the grading and excavation code. 2. Show detail of typical slope benching preparatory to fill placement. 3. Provide a minimum 6 wide terrace at maximum 30 intervals measured vertically. Minimum paved width to be 5 wide 18 depth (flow line to top of paved concrete). 4. Terraces are required in accordance with the Orange County Grading Code for any slope steeper than 10% unless the soils engineer can justify steeper slopes without terracing due to non-erosive character of soils. For slopes steeper than 20% (5:1), elimination of terracing will require City Engineer approval. 5. Provide a minimum 12 wide terrace if slope exceeds 60 in height. Lowest terrace should be 12 wide when only two terraces are required. Show section detail, paving. 6. A downdrain shall be installed for every single run of terrace drain that collects run-off from a slope watershed area of 13,500 sf (0.31 acres). 7. Show on plans the proposed location and fully dimensioned cross sectional details of all buttress fills recommended by the project soil engineer and/or engineering geologist. 8. Show top and toe of cut and fill slopes. Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 5 of 6

12 V. SLOPES (cont.) 9. Incorporate the following hillside design criteria or justify in writing why it does not apply to your project: a. Slope rounding b. Slope contouring at daylight line c. Undulating slopes with a minimum of long, flat, inclined plans and acute angles. d. Max. slope height; Type B 35 feet Type C 20 feet e. 10 bench exclusive of drainage facilities. a. Manufactured (cut and fill) slopes shall have a maximum slope ratio of 2:1 (26 degrees). VI. GEOTECHNICAL OK NOT MET N/A ITEM OK 1. Soils and geology report must be evaluated by City s third party geotechnical consultant. 2. Delineate areas of over-excavation and re-compaction as recommended by the soils engineer. Detail and show volume as separate item. Where depth exceeds 12, soils engineer to verify compaction in his final report. 3. The soils report recommends two or more options of site development. Show on plan what option is to be used. NOT MET N/A ITEM 4. Geotechnical engineer has wetstamped the grading plans and signed the declaration of responsible charge. 5. Engineering Geologist has wetstamped the grading plans and signed the declaration of responsible charge. 6. Soil report is less than two years old. If older, an updated letter from the geotechnical engineer is required. VII. SPECIAL CONDITIONS 1. List special conditions here, specify whether a separate recorded document will be required to accompany permit, and include special conditions in Final Approval Comment Letter. 2. Grading Handout ATTACHMENT _020_Grading Checklist_Rev005.doc Revised 4/18/2008 Page 6 of 6

13 PROJECT TITLE PROJECT ADDRESS SHEET INDEX GENERAL NOTES AND QUANTITIES 1 PRECISE GRADING PLAN 2 RETAINING WALL DETAILS 3 TOPOGRAPHIC SURVEY 4 CONDITIONS OF APPROVAL 5 STANDARD GRADING NOTES STANDARD GRADING NOTES (continued) CONSTRUCTION NOTES & EARTHWORK QUANTITY ESTIMATES DECLARATION OF RESPONSIBLE CHARGE, NOTICE TO CONTRACTOR & OWNER S STATEMENT OWNER Name, address & phone number BENCHMARK Description VICINITY MAP LEGAL DESCRIPTION Description from Title Report ARCHITECT Name, address & phone number SOILS ENGINEER & GEOLOGIST Name, address & phone number BASIS OF BEARINGS Description Wet-signed engineer s stamp JOB ADDRESS Description CITY S STANDARD TITLE BLOCK: Available for download at Grading Handout ATTACHMENT _030_Sample Title Sht.doc Revised 3/24/2008 Page 1 of 1

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15 Print Form City of Dana Point Public works & Engineering Services Urban Runoff Threat Assessment Form Applicant: Project Address: Application Number: APN: Applicant: Please complete this form to determine the priority of your project to obtain designated construction BMPs. SECTION 1: Preliminary Identification of LOW Priority Sites 1. Does the construction site disturb less than 1 acre of soil? If YES, proceed to question 2. If NO, proceed to Section Is the site within 200 ft. or does it discharge directly to an Environmentally Sensitive Area (ESA)? ESAs include the Pacific Ocean shoreline, including Dana Point Harbor, San Juan Creek, Salt Creek, or the NCCP Coastal Chaparral area in NW corner of City (see map & example below). You may need to ask for assistance using City GIS system. If YES, proceed to Section 2. If NO, your site is automatically LOW priority. Please skip Sections 2 and 3, and check the low priority box on the third page of this form. Red-hatched areas denote ESAs. ESA Boundary 1. Yes No 2. Yes No ESA Example. This site (cross-hatched area) is located within the ESA 200 foot buffer (shaded area), therefore the answer is YES to questions #2 & #4. SECTION 2: Identification of Automatically HIGH Priority Sites 3. Is the construction site larger than 50 acres? 4. Is the site 5 acres or more AND: 1) Tributary to a 303(d) listed water body impaired for sediment* OR 2) is within 200 ft. or discharges directly to a receiving water within an Environmentally Sensitive Area (ESA) (see map and areas above)? If NO to BOTH questions then the applicant should proceed to Section 3 to evaluate prioritization. If YES to EITHER question 3 or 4, then the applicant should skip Section 3 and automatically check the high priority box on the third page of this form. *NOT APPLICABLE AT THIS TIME. Currently, there are no 303(d) listed water bodies impaired for sediment within the City. However, should a water body impaired for sediment within the City be added to the 303(d) list, the City shall inform the applicant and provide any corresponding information. 3. Yes No 4. Yes No Page 1 of 2 445_040_Urban Runoff Assessment.pdf Revised 03/19/08 Encroachment Handout - Attachment 040

16 SECTION 3: Project Prioritization Prioritization is evaluated by completing items A through D. A point value (1, 2, 3, 4, or 5) is assigned in each step, which is then totaled for a ranking score. Please circle the appropriate point value to the right of each item. ITEM A: Project Size Construction sites less than 50 acres are ranked based upon the size of the area being developed. Please select the appropriate point value to the right. ITEM B: Vicinity of the Project to Environmentally Sensitive Area (ESA) Proximity of the construction site to an ESA. For assistance, refer to the example on page 2 and the ESA Map Book available at the counter. ITEM C: Maximum Slopes Please indicate the maximum finished slopes within the site. ITEM D: Potential to Produce Significant Non-Storm Water Discharges Please rank the project s potential to produce non-storm water discharges. TOTALS By totaling the scores determined above (items A-D) the potential threat to water quality can be determined. Ranking = A + B + C + D PRIORITY DETERMINATION If the ranking total is greater than or equal to 16, then the project is high priority. If the ranking total is less than 16, then the project is medium priority. Please check the appropriate box to the right. 1 = 0-10 acres 2 = acres 3 = acres 4 = acres 5 = > 50 acres 1 = > 5,000 feet 2 = 1,001 5,000 ft. 3 = 501 1,000 ft. 4 = ft. 5 = < 200 ft. 1 = Slopes 20:1 or flatter 2 = 20:1 < Slope < 5:1 3 = 5:1 < Slope < 3:1 4 = 3:1 < Slope < 2:1 5 = Slopes 2:1 or steeper 0 = Zero or low potential of non-storm water discharges 3 = Potential non-storm water discharges from dust control, port-a-potty 5 = Potential non-storm water discharges from dewatering activities or landscaping irrigation. Ranking total = High Medium Low (From Section I only) By signing this form, I acknowledge that I have read and understand the statements above, and take complete responsibility for any pollutants that may be generated and discharged to the City Storm Drain System from the construction site described on this form. I will prepare & implement the BMP Report (using the BMP Report Template) for my project s specific priority, as determined above. Applicant/Owner Name (please print) Applicant/Owner Name Signature Date Page 2 of 2 445_040_Urban Runoff Assessment.pdf Revised 03/19/08 Encroachment Handout - Attachment 040

17 Print Form City of Dana Point Construction Best Management Practices (BMP) Report Template To be completed by applicant and reviewed and approved by City Engineer. A Construction BMP Report is required for all encroachment, grading (rough and precise) and improvement plans. This Construction BMP Report indicates the minimum BMPs required for this project. It should be noted that additional BMPs, other than described in this document, may be required as necessary. The project applicant is required to: Implement an effective combination of erosion and sedimentation control BMPs to retain on site all sediments from disturbed areas to the maximum extent practicable. Contain all stockpiles of materials by implementing effective BMPs, to prevent sediment and material transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tracking or wind. Implement effective material and waste management BMPs to prevent transport of constructionrelated materials, wastes, spills, and residues from the site to streets, drainage facilities or adjoining property by runoff, vehicle tracking or wind. The implementation of the minimum BMPs does not relieve the applicant from complying with any other requirements of the City Code. INSTRUCTIONS: 1. Complete this page with appropriate information. 2. Review List of Construction BMPs in Table on Pages 2 & 3. Check ALL additional BMPs applicable to your project based on activities to be conducted & your erosion and sedimentation control plans, if applicable. 3. Print a copy of all Checked BMP Fact Sheets from and attach to this Report Template and submit to the City as part of your application package. PROJECT NAME: PROJECT ADDRESS: PROJECT APPLICANT: 24-HOUR PHONE: PERMIT #: I have prepared this BMP Report and am familiar with the BMP requirements for this project. I understand that I am responsible for implementing effective BMPs to retain sediment and other construction-related materials, wastes, spills and residues on site. I also understand that construction-related prohibited discharges, and ineffective and/or improperly installed and/or improperly maintained and/or improperly implemented BMPs may result in enforcement actions including notices or noncompliances, stop work orders and fines. APPLICANT/OWNER SIGNATURE DATE PRIORITY: HIGH MEDIUM LOW Priority is based upon the Urban Runoff Threat Assessment Form Determination. Approved by City Engineer : Date: 1 of 3 445_042_BMP Report Template.pdf Revised 03/19/08 Encroachment Handout - Attachment 042

18 The BMPs referenced in this section are presented in the California Stormwater Quality Association (CASQA) Stormwater Construction Best Management Practice Handbook, latest edition, available at Minimum Construction Site BMP Requirements Based on Priority, Proposed Activity & Erosion & Sedimentation Control Plans ID BMP Name Minimum BMPs Required EROSION CONTROL BMPs EC-1 Scheduling EC-2 Preservation of Existing Vegetation EC-3 EC-4 EC-5 EC-6 EC-8 EC-7 EC-9 EC-10 EC-11 EC-12 EC-13 Hydraulic Mulch Hydroseeding Soil Binders Straw Mulch Wood Mulching Geotextiles & Mats Earth Dikes/Drainage Swales and Ditches Outlet Protection/Velocity Dissipation Devices Slope Drains Streambank Stabilization Polyacrylamide TEMPORARY SEDIMENT CONTROL BMPs SE-1 Silt Fence* SE -2 SE -3 Sediment Basin Sediment Trap SE-4 Check Dam SE-5 Fiber Rolls* SE-6 Gravel Bag Berm SE-7 Street Sweeping and Vacuuming SE-8 Sandbag Barrier* SE-9 Straw Bale Barrier SE-10 Storm Drain Inlet Protection SE-11 Chemical Treatment (*) One or more of above measures shall be implemented for effective site perimeter protection. WIND EROSION WE-1 Wind Erosion Control TRACKING CONTROL BMPs TR-1 TR-2 TR-3 Stabilized Construction Entrance/Exit Stabilized Construction Roadway Entrance/Outlet Tire Wash 2 of 3 445_042_BMP Report Template.pdf Revised 03/19/08 Encroachment Handout - Attachment 042

19 ID BMP Name Minimum BMPs Required NON-STORM WATER MANAGEMENT BMPs NS-1 Water Conservation Practices NS-2 NS-3 NS-4 Dewatering Operations Paving and Grinding Operations Temporary Stream Crossing NS-5 Clear Water Diversion NS-6 Illicit Connection/Illegal Discharge NS-7 NS-8 NS-9 NS-10 NS-11 NS-12 NS-13 NS-14 NS-15 NS-16 Potable Water/Irrigation Vehicle and Equipment Cleaning Vehicle and Equipment Fueling Vehicle and Equipment Maintenance Pile Driving Operations Concrete Curing Concrete Finishing Material and Equipment Use Over Water Structure Demolition/Removal Over or Adjacent to Water Temporary Batch Plants WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs WM-1 Material Delivery and Storage WM-2 Material Use WM-3 Stockpile Management WM-4 Spill Prevention and Control WM-5 Solid Waste Management WM-6 WM-7 WM-8 WM-9 WM-10 SWPPP** Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management Liquid Waste Management Storm Water Pollution Prevention Plan **Any project that disturbs one (1) or more acres of soil is required to obtain permit coverage under the State Water Quality Resources Control Board s General Permit for Discharges of Storm Water Associated with Construction Activity (Construction General Permit, DWQ). The applicant must submit a Notice of Intent (NOI), receive a Waste Discharge Identification Number (WDID) and prepare and implement a Storm Water Pollution Prevention Plan (SWPPP). BMPs, other than Minimum BMPs Required as designated above, may be required for effective controls dependent upon, rain, activities and field conditions. 3 of 3 445_042_BMP Report Template.pdf Revised 03/19/08 Encroachment Handout - Attachment 042

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21 Print Form CITY OF DANA POINT PUBLIC WORKS - ENGINEERING SERVICES Golden Lantern, Dana Point, CA (949) Fax (949) WQMP CHECKLIST Revised Feb 2008 A project requires a Water Quality Management Plan (WQMP) if the answer is yes to any of the following: a. Was the project was conditioned to submit a WQMP? Yes No b. Is the project in a hillside and greater than 5,000 square feet of impervious surface? Hillside means lands that have a natural gradient of 25 percent (4 feet of horizontal distance for every 1 foot of vertical distance) or greater and a minimum elevation differential of 50 feet, or a natural gradient of 200 percent (1 foot of horizontal distance for every 2 feet of vertical distance) or greater and a minimum elevation differential of 10 feet. c. Is the project located within 200 feet or directly discharges to an Environmentally Sensitive Area (ESA) and is greater than 2,500 square feet of impervious surface? (In general, ESAs include the entire Pacific Ocean shoreline, including Dana Point Harbor, Salt Creek, San Juan Creek & NCCP Coastal Chaparral area in the NW corner of the City - see map at and example at bottom of page.) Yes Yes No No d. Is the project a restaurant of 5,000 square feet or more, including parking area? Yes No e. Is the project an automotive repair shop? Yes No f. Is the project a residential development of 10 units or more? Yes No g. Is the project a commercial development greater than 100,000 square feet including parking area? Yes No h. Does the project include new parking lots of 5,000 square feet or more, or 15 parking spaces (not underground) or more? Yes No i. Does the project include streets, roads, or highways which would create a new paved surface that is 5,000 square feet or more? Yes No Impervious surface surfaces incapable of allowing water to easily percolate into the ground, resulting in runoff. Examples of impervious surfaces include building footprints, concrete and asphalt pavements (driveways, parking lots, etc.), patios, sidewalks, etc. Red-hatched areas denote ESAs. ESA Boundary ESA Example. This site (cross-hatched area) is located within the ESA 200 foot buffer (shaded area). Therefore this site is within 200 feet of an ESA.

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23 Encroachment Handout ATTACHMENT _050_C&D Application.doc Revised 3/26/2008 Page 1 of 4

24 Encroachment Handout ATTACHMENT _050_C&D Application.doc Revised 3/26/2008 Page 2 of 4

25 Material Conversion Factors Material Category Volume Unit Tons/ Unit Tons Asphalt / Concrete Asphalt (broken) cy. x 0.7 = Concrete (broken) cy. x 0.9 = Concrete (solid slab) cy. x = Brick / Masonry / Tile Brick (broken) cy. x 0.7 = Brick (whole, palletized) cy. x = Masonry block (broken) cy. x 0.6 = Tile sq. ft. x = Building Materials (doors, windows, cabinets, etc.) cy. x 0.15 = Cardboard (flat) cy. x 0.05 = Carpet By square foot sq. ft. x = By cubic yard cy. x 0.3 = Carpet Padding Foam = Ceiling Tiles Whole (palletized) sq. ft. x = Loose cy. x = Drywall (New or Used) 1/2 (by square foot) sq. ft. x = 5/8 (by square foot) sq. ft. x = Demo/Used (by cubic yard) cy. x 0.25 = Landscape Debris (brush, trees, etc.) cy. x 0.15 = Scrap Metal cy. x = Unpainted Wood & Pallets By board foot bd. ft. x = By cubic yard cy. x 0.15 = Garbage & Trash cy. x = Dirt cy. x 1.03 = sq. ft. = square feet cy. = cubic yards bd. ft. = board feet Notes: Encroachment Handout ATTACHMENT _050_C&D Application.doc Revised 3/26/2008 Page 3 of 4

26 Encroachment Handout ATTACHMENT _050_C&D Application.doc Revised 3/26/2008 Page 4 of 4

27 Company or Applicant Address City, State, Zip Phone Plan Check No. PC 06-XXXX Job Address: 265 Golden Lantern Item No. GRADING Description Est. Quant Export 50 cy $1.00 $50.00 Import 50 cy $1.00 $50.00 Overexcavation Subtotal x 10% Contingency 50 cy $1.00 $50.00 $ Unit Unit Price Total Price DRAINAGE & EROSION CONTROL 1 Item 1 ea $ $ Item 1 ea $ $ Item 1 lf $ $ Item 1 lf $ $ Item 1 ea $ $ Subtotal x 10% Contingency $1, ON-SITE IMPROVEMENTS Item 1 sf $1.00 $1.00 Item 1 sf $1.00 $1.00 Item 1 sf $1.00 $1.00 Item 1 sf $1.00 $1.00 Item Subtotal x 10% Contingency 1 ea $1.00 $1.00 $5.50 Total Estimated Construction Cost $1, **Estimated Bonding Fees** Total Grading Valuation(.5) + Total Drainage and Erosion Control (.3) = $ Recommended By Plan Check Engineer For Final Fees and Bonds Date: ENGINEER WET STAMP SIGNED **To Receive an electronic copy of this estimate format contact Public Works Engineering counter. Grading Handout ATTACHMENT _060_Sample Cost Estimate.doc Revised 3/24/2008 Page 1 of 1