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Home My WebLink AboutSDP 2022-0015; WILDLAND BAKERY & LILO RESTAURANT; TRASH CAPTURE STORM WATER QUALITY MANAGEMENT PLAN; 2023-10-18CITY OF CARLSBAD TRASH CAPTURE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR Wildland Restaurant PROJECT ID: SDP2022-0015BUILDING PERMIT CBC2022-0188 EAGREE2023-0014 ENGINEER OF WORK: Michael C. Kinnear, P.E C76785 PREPARED FOR: John Resnick 2725 State Street Carlsbad, CA 92008 (619)850-6590 PREPARED BY: Coffey Engineering, Inc. 9666 Businesspark Avenue STE 210 San Diego, CA 92131 (858)831-0111 DATE:10/18/2023 10/18/2023 TABLE OF CONTENTS Certification Page Project Vicinity Map FORM E-34 Storm Water Standard Questionnaire Site Information FORM E-36 Standard Project Requirement Checklist Summary of Trash Capture Structural BMPs Attachment 1: Backup for Trash Capture BMPs Attachment 1a: DMA Exhibit Attachment 1b: Tabular Summary of DMAs Attachment 1c: Trash Capture BMP Design Calculations Attachment 2: Trash Capture BMP Maintenance Thresholds and Actions Attachment 3: Single Sheet BMP (SSBMP) Exhibit CERTIFICATION PAGE Project Name: Wildland Restaurant Project ID: 6'3 I hereby declare that I am the Engineer in Responsible Charge of design of storm water BMPs for this project, and that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with the requirements of the BMP Design Manual, which is based on the requirements of SDRWQCB Order No. R9-2013-0001 (MS4 Permit) or the current Order. I have read and understand that the City Engineer has adopted minimum requirements for managing urban runoff, including storm water, from land development activities, as described in the BMP Design Manual. I certify that this SWQMP has been completed to the best of my ability and accurately reflects the project being proposed and the applicable source control and site design BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the plan check review of this SWQMP by the City Engineer is confined to a review and does not relieve me, as the Engineer in Responsible Charge of design of storm water BMPs for this project, of my responsibilities for project design. Michael C. Kinnear, PE C76785 Exp.12/31/2024 Print Name Company Date PRELIMINARY Michael C. Kinnear 10/08/2023 Coffey Engineering, Inc. C 76785 . • . • . . . . . . . . . • . • . . . • . . . . . . . . • . • . • . . . . . . •. •. •. •. ·. •. ·. · ..... . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . VICINITY MAP THOMAS BROS. MAP 1106-05 NO SCALE To address post-development pollutants that may be generated from development projects, the city requires that newdevelopment and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to ‘STANDARD PROJECT’ requirements,‘STANDARD PROJECT’ with TRASH CAPTURE REQUIREMENTS,or be subject to ‘PRIORITY DEVELOPMENT PROJECT’ (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes tothe questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. Only one completedand signed questionnaire is required when multiple development applications for the same project are submittedconcurrently. PROJECT INFORMATION PROJECT NAME:APN: ADDRESS: The project is (check one):New Development Redevelopment The total proposed disturbed area is:ft2 () acres The total proposed newly created and/or replaced impervious area is:ft2 () acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID SWQMP #: Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. This Box for City Use Only City Concurrence: YES NO Date:Project ID: By: E-34 Page 1 of 4 REV 02/22 Development Services Land Development Engineering 1635 Faraday Avenue 442-339-2750 www.carlsbadca.gov STORM WATER STANDARDS QUESTIONNAIRE E-34 INSTRUCTIONS: ; 3,132 07 203-101-25-00 AND203-101-36-00 Wildland Bakery/Deli and Lilo Restaurant 2598 State Street C cityof Carlsbad □ □ □ □ E-34 Page 2 of 4 REV 02/22 STEP 1 TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a “development project”, please answer the following question:YES NO Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? If you answered “yes” to the above question, provide justification below then go to Step 6, mark the box stating “my project is not a ‘development project’ and not subject to the requirements of the BMP manual” and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If you answered “no” to the above question, the project is a ‘development project’, go to Step 2. STEP 2 TO BE COMPLETED FOR ALL DEVELOPMENT PROJECTS To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following:YES NO 1.Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the followingcriteria:a)Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; ORb)Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c)Designed and constructed with permeable pavements or surfaces in accordance with USEPAGreen Streets guidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed inaccordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? If you answered “yes” to one or more of the above questions, provide discussion/justification below, then go to Step 6, mark the second box stating “my project is EXEMPT from PDP …” and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered “no” to the above questions, your project is not exempt from PDP, go to Step 3. ; ; ; ;□ □ □ □ □ □ □ □ E-34 Page 3 of 4 REV 02/22 * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodiesdesignated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments);areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat ManagementPlan; and any other equivalent environmentally sensitive areas which have been identified by the City. STEP 3 TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1)): YES NO 1. Is your project a new development that creates 10,000 square feet or more of impervious surfacescollectively over the entire project site? This includes commercial, industrial, residential, mixed-use,and public development projects on public or private land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more ofimpervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more ofimpervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard IndustrialClassification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervioussurface collectively over the entire project site and supports a hillside development project? A hillsidedevelopment project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more ofimpervious surface collectively over the entire project site and supports a parking lot? A parking lot is a land area or facility for the temporary parking or storage of motor vehicles used personally forbusiness or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or moreof impervious street, road, highway, freeway or driveway surface collectively over the entire projectsite? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles.7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more ofimpervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? “Discharging Directly to”includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands).* 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 squarefeet or more of impervious surface that supports an automotive repair shop?An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 squarefeet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes RGO’s that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of landand are expected to generate pollutants post construction? 11. Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC21.203.040) If you answered “yes” to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 6,check the first box stating,“My project is a PDP …” and complete applicant information. If you answered “no” to all of the above questions, your project is a ‘STANDARD PROJECT’. Go to step 5,complete the trash capture questions.. ; ; ; ; ; ; ; ; ; ; ; □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ E-34 Page 4 of 4 REV 02/22 STEP 4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJECTS (PDP) ONLY Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)):YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A) =sq. ft. Total proposed newly created or replaced impervious area (B) =sq. ft. Percent impervious area created or replaced (B/A)*100 =% If you answered “yes”, the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 6,check the first box stating,“My project is a PDP …” and complete applicant information. If you answered “no,” the structural BMP’s required for PDP apply to the entire development. Go to step 6, check the first box stating,“My project is a PDP …” and complete applicant information. STEP 5 TO BE COMPLETED FOR STANDARD PROJECTS Complete the question below regarding your Standard Project (SDRWQCB Order No. 2017-0077):YES NO Is the Standard Project within any of the following Priority Land Use (PLU) categories? R-23 (15-23 du/ac), R-30 (23-30 du/ac), PI (Planned Industrial), CF (Community Facilities), GC (General Commercial), L (Local Shopping Center), R (Regional Commercial), V-B (Village-Barrio), VC (VisitorCommercial), O (Office), VC/OS (Visitor Commercial/Open Space), PI/O (Planned Industrial/Office), or Public Transportation Station If you answered “yes”, the ‘STANDARD PROJECT’ is subject to TRASH CAPTURE REQUIREMENTS.Go to step 6, check the third box stating, “My project is a ‘STANDARD PROJECT’ subject to TRASH CAPTURE REQUIREMENTS…” and complete applicant information. If you answered “no”, your project is a ‘STANDARD PROJECT’. Go to step 6, check the second box stating, “My project is a ‘STANDARD PROJECT’…” and complete applicant information. STEP 6 CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) per E-35 template for submittal at time of application. My project is a ‘STANDARD PROJECT’ OR EXEMPT from PDP and must only comply with ‘STANDARD PROJECT’ stormwater requirements of the BMP Manual. As part of these requirements, I will submit a “Standard Project Requirement Checklist Form E-36” and incorporate low impact development strategies throughout my project. My project is a ‘STANDARD PROJECT’ subject to TRASH CAPTURE REQUIREMENTS and must comply with TRASH CAPTURE REQUIREMENTS of the BMP Manual. I understand I must prepare a TRASH CAPTURE Storm Water Quality Management Plan (SWQMP)per E-35A template for submittal at time of application. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if ‘STANDARD PROJECT’ stormwater requirements apply. My project is NOT a ‘development project’ and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Applicant Name:Applicant Title: Applicant Signature:Date: ; ; John Resnick Tenant / Owner 12/14/22 □ □ □ □ □ □ □ □ 1/dq SITE INFORMATION CHECKLIST Project Summary Information Project Name Wildland %DNHU\'HOLDQGLLOR5HVWDXUDQW Project ID Project Address 25 State Street, Carlsbad CA 92008 Assessor's Parcel Number(s) (APN(s)) 203-101-25 and 203-101-36 Project Watershed (Hydrologic Unit) Carlsbad 904 Parcel Area 0.29 Acres ( 12,549 Square Feet) 6'3 Description of Existing Site Condition and Drainage Patterns Select applicable Land Use Category: High Density Residential ¼ R-23 (15-23 du/ac) ¼ R-30 (23-30 du/ac) Industrial ¼ PI (Planned Industrial) Commercial ¼ CF (Community Facilities) ¼ GC (General Commercial) ¼ L (Local Shopping Center) ¼ R (Regional Commercial) ¼ V-B (Village-Barrio) ¼ VC (Visitor Commercial) ¼ O (Office) ¼ VC/OS (Visitor Commercial/Open Space) Mixed Urban ¼ PI/O (Planned Industrial/Office) ¼ Public Transportation Stations Description / Additional Information: Description of Existing Site Topography and Drainage [How is storm water runoff conveyed from the site? At a minimum, this description should answer (1) whether existing drainage conveyance is natural or urban; (2) describe existing constructed storm water conveyance systems, if applicable; and (3) is runoff from offsite conveyed through the site? if so, describe]: The site drains from east to west from Roosevelt to State. Flows are conveyed overlandunless intercepted by minor surface drainage structures near the eastern face of the existingstructure. Waters that enter the drainage structures of the eastern edge of the existing buildare converted below ground and are discharged to the curb along State Street. Description of Proposed Site Development and Drainage Patterns Project Description / Proposed Land Use and/or Activities: Proposed bakery and restaurant. Does the project include grading and changes to site topography? ¼ Yes ¼ No Description / Additional Information: Does the project include changes to site drainage (e.g., installation of new storm water conveyance systems)? ¼ Yes ¼ No Description / Additional Information: Optional Additional Information or Continuation of Previous Sections As Needed This space provided for additional information or continuation of information from previous sections as needed. Water surface flows from the parking lot to the drainage system located west. Drainage system from the west side of the property passes through an 18"x18" catch basin with an Oldcastle catch basin outlet screen protector screen. The drainage system continues west under the building and exits into the western outdoor dining area where it joins another drainage system that flows southerly into some area drains. The two drainage systems merge into a clean out and then to another an 18"x18" catch basin with an Oldcastle catch basin outlet screen protector screen before going into a pump and then drains to State Street via a D-25 curb outlet. 8JMEMBOE#BLFSZBOE%FMJ-JMP3FTUBVSBOU 6'3 CBC2022-0018 □ □ □ □ C cityof Carlsbad fi f2f IS'.'.!' 121' □ □ f2I fll □ M □ □ □ □ □ □ ~ □ □ □ 0 □ 5IFSFBSFOPQFSWJPVTBSFBTCFGPSFUIFBEKPJOJOHSJHIUPGXBZUIBUDPVMECFVTFEUPTBUJTGZ4%#PS4%* □ □ □ IQ!' flf □ □ g g □ 0 □ □ 0 □ □ ~ □ □ □ □ □ □ □ Dumpsters will have lids that will be closed in lieu of an overhead coverings of the structure SC-A. □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ~ □ IS2I' □ IS2f □ IS!' 10 /1 8 / 2 3 Mi c h a e l C . K i n n e a r I--- J ~ ~ SUMMARY OF TRASH CAPTURE BMPS Trash Capture BMPs All projects subject to trash capture requirements must implement trash capture BMPs (see Chapter 4 of the BMP Design Manual). Selection of trash capture BMPs must be based on the selection process described in Chapter 4. Trash capture BMPs must be verified by the City at the completion of construction. This may include requiring the project owner or project owner's representative to certify construction of the trash capture BMPs (see Section 1.12 of the BMP Design Manual). Trash capture BMPs must be maintained into perpetuity, and the City must confirm the maintenance (see Section 7 of the BMP Design Manual). Use this form to provide narrative description of the general strategy for trash capture BMP implementation at the project site in the box below. Then complete the trash capture BMP summary information sheet for each trash capture BMP within the project (copy the BMP summary information page as many times as needed to provide summary information for each trash capture BMP). Describe the general strategy for trash capture BMP implementation at the site. This information must describe how the steps for selecting and designing trash capture BMPs presented in Section 4.4 of the BMP Design Manual were followed, and the results (type of BMPs selected). The property has been separated into two sections to determine the amount of trash capture BMPs. The western portion of the property (Basin A) and the eastern portion of the property (Basin B). Basin B drains from east to west, from the beginning of the parking lot to the back of the building (nearest wall from Roosevelt street) and from the midsection of the building to the back of the building. Surface drainage will flow into area drains that must flow through a 24"x24" catch basin with the trash capture device. AQ2OGFDVWOH&DWFKEDVLQ2XWOHW7UDVK6FUHHQ,QVHUW &RQQHFWRU3LSH6FUHHQlocated in the catch basin ZLOOFDSWXUHDQ\ trash transported from the drainage system in Basin B. [Continue on next page as necessary.] [Continued from previous page – This page is reserved for continuation of description of general strategy for trash capture BMP implementation at the site.] Basin A drains from east to west, from the midsection of the building to face of the building (nearest wall from State street). Surface drainage will flow into area drains that must flow through a 24"x24" catch basin with the trash capture device. An Oldcastle Catchbasin Outlet Trash Screen Insert Connector Pipe Screen located in the catch basin will capture any trash transported from the drainage system in in Basin A. Trash Capture BMP Summary Information BMP ID No. Type of Trash Capture BMP Permit No. Drawing No. 1 Oldcastle Catchbasin Outlet Trash Screen Insert Connector Pipe Screen C.3 2 C.3Oldcastle Catchbasin Outlet Trash Screen Insert Connector Pipe Screen EAGREE2023-0014 EAGREE2023-0014 ATTACHMENT 1 BACKUP FOR TRASH CAPTURE BMPS This is the cover sheet for Attachment 1. Check which Items are Included behind this cover sheet: Attachment Sequence Contents Checklist Attachment 1a DMA Exhibit (Required) See DMA Exhibit Checklist on the back of this Attachment cover sheet. (24”x36” Exhibit typically required) ¼ Included Attachment 1b Tabular Summary of DMAs Showing DMA ID matching DMA Exhibit, DMA Area, and DMA Type (Required)* *Provide table in this Attachment ORon DMA Exhibit in Attachment 1a ¼ Included on DMA Exhibit in Attachment 1a ¼ Included as Attachment 1b, separate from DMA Exhibit Attachment 1c Trash Capture BMP Design Worksheets / Calculations (Required) Refer to Appendices J of the BMP Design Manual for trash capture BMP design guidelines ¼ Included Use this checklist to ensure the required information has been included on the DMA Exhibit: The DMA Exhibit must identify: ¼ Site topography and impervious areas ¼ Site drainage network and connections to drainage offsite ¼ Proposed grading (if applicable) ¼ Drainage management area (DMA) boundaries, DMA ID numbers, and DMA areas (square footage or acreage) ¼ Trash Capture BMPs (identify location and type of BMP) Ul ~ c:: ::-.i ::j ~ >J r-- ~ § ~ (Jj ~ ~ ~ ---, ~ --------------------------------------------- 7iillll -------------------iiillll ---- ------------------------------------------------------- -~----------------------1'-v---- -~ _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---e -- -_- -~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----t__ _-_-_-_ -------~------_-_-_-_-_-_-_-_ -_-_-_-_-_-_-_-a -_-_-_- --- - -----------~-----BASIN 'A' 0.16Ac. ~ --------------,----C=0.89 ~ ---i ---_-_-_-_-_-_ - - - - -_-_-_-_-_-_-_-_-t?;----_-_- /.,,.~ ~~~--~------------------------- ~~---------------------------- Q 1YEAR/1HOUR = 0.07 CFS + BMP I.D 2: OLDCASTLE 1 1 1 / / / / / / / / CATCHBASIN OUTLET TRASH SCREEN --...J N ...p:,. 0 Q TRASH = 0.20 CFS --...J N l,.J l,.J INSERT CONNECTOR PIPE SCREEN (12.75"x7.75"x14") PART NUMBER '-. '-. '-. SK-0958-8 & SK-0958-8-LID, INSIDE 24 -~" CATCH BAS N_ Ul '-- ----------q!"7 ----------------------::;... - - - - - - - - - -t=- - -BASIN 'B' -0.31 Ac. C=0,90 - - -[ - - - - - ------ -_ --r ------, - Q 1YEAR/1HOUR = 0.13 CFS ; ~ -i;!.. r--r--;:: ;:: '-. '-. ------ -'-==~-E-.a~~-:E -• ~ BMP I.D 1: OLDCASTLE CA TCHBASIN OUTLET TRASH SCREEN INSERT CONNECTOR PIPE SCREEN (12.75"x7.75"x14") PART NUMBER SK-0958-8 & SK-0958-8-L/D, INSIDE ..24"X24" ~T91;1 ,8,A$1N, , . , , ~ '-. '-. '-. '-. CALCULATIONS AREAS FOUND FROM OMA EXHIBIT C-VALUES CALCULATED USING WEIGHTED C-VALUE. C=0.9 FOR 100% IMPERVIOUS VALUES, C=.80 FOR SOIL TYPE B IN COMMERCIAL AREA 'INTENSITY FROM CITY OF CARLSBAD BMP DESIGN MANUAL APPENDICES PG. 442 *1=0.471 IN/HR Q=CIA QA=(0.89)(0.471)(0.16)= 0.067 CFS Oe=(0.90)(0.471)(0.31)= 0.131 CFS OA+a=0.067 CFS + 0.131 CFS= 0.198 CFS BASIN A* BASIN B* SITE+ ROW NEW IMPERVIOUS AREA 860 S.F. VEW IMPERVIOUS AREA 2,211 S.F. NEW IMPERVIOUS AREA 3,071 S.F. MPERVIOUS TO REMA/I 4,702 S.F. MPERVIOUS TO REMA/I 8,914 S.F. MPERV/OUS TO REMA/I 13,616 S.F. RESURFACING AREA 0 S.F. RESURFACING AREA 2,036 S.F. RESURFACING AREA 2,036 S.F. PERVIOUS AREA 1,496 S.F. PERVIOUS AREA 580 S.F. PERVIOUS AREA 2,076 S.F. TOTAL AREA 7,058 S.F. TOTAL AREA 13,741 S.F. TOTAL AREA 20,799 S.F. *INCLUDES ROW TO TC -~----- - ---------------~--------- -.------.... -------------------------~-----------------◄ ◄f---H'-7"--;/ ------~ ----------------_-_-_-_-_-_-_C,,j_ ____________ ~---_-_-_-_-_-_-_-_- ~----~---------- ,-----~------ ------- '-. '-. '-. '-. '-. '-. '-. '-. '-. '-. LEGEND DESCRIPTION STD DWG PROPERTY LINE EXISTING CONTOUR DRAINAGE BASIN LIMITS MATCHUNE DIRECTION OF FLOW UNDISTURBED/NATURAL AREA/LANDSCAPE (PERVIOUS) NEW HARDSCAPE AREA (IMPERVIOUS) RESURFACING AREA (IMPERVIOUS) IMPERVIOUS TO REMAIN DRAINAGE BASIN ID---J BASIN XX BASIN SIZE .XX Ac. WEIGHTED C-value RUNOFF COEFFCIENT 10 0 -----10 20 SCALE: 1"=10' SYMBOL N45;j,5 :±,5 "W 90 -- - --' -' _, ------ kX>OO V///1 [J __J __J] r--J 30 ' • ~ u " 0 ' z <"'.) <Xl <Xl "' !',. .. >< 0 <( ~ ---z 0 ' <"'.) -Cl:::'. <Xl ii, w "' !',. w :r: .. z <"'.) -" ~ 0 <( u z ci 0 w w 0 z <( >-"' d w " LL w t:: :::, LL "' ui 0 :::, z w > u <( "' "' <( .. "' "' w l-JI DRAWN BY, PERFECTO CHECKED BY, KINNEAR ORIGINAL 08/18/23 l?tVISION 1 l?tVISION 2 l?tVISION 3 l?tVISION 4 l?tVISION 5 OMA EXHIBIT SCALD T"= TO' C.3 SHT 3 OF 3 SHTS ATTACHMENT 2 Trash Capture BMP Maintenance Information Use this checklist to ensure the required information has been included in the Structural BMP Maintenance Information Attachment: Preliminary Design/Planning/CEQA level submittal: Attachment 2 must identify: ¼ Typical maintenance indicators and actions for proposed trash capture BMP(s) based on Section 7.7 of the BMP Design Manual Final Design level submittal: Attachment 2 must identify: ¼ Specific maintenance indicators and actions for proposed trash capture BMP(s). This shall be based on Section 7.7 of the BMP Design Manual and enhanced to reflect actual proposed components of the trash capture BMP(s) ¼ How to access the trash capture BMP(s) to inspect and perform maintenance ¼ Features that are provided to facilitate inspection (e.g., observation ports, cleanouts, silt posts, or other features that allow the inspector to view necessary components of the trash capture BMP and compare to maintenance thresholds) ¼ Manufacturer and part number for proprietary parts of trash capture BMP(s) when applicable ¼ Maintenance thresholds for BMPs subject to siltation or heavy trash (e.g., silt level posts or other markings shall be included in all BMP components that will trap and store sediment, trash, and/or debris, so that the inspector may determine how full the BMP is, and the maintenance personnel may determine where the bottom of the BMP is . If required, posts or other markings shall be indicated and described on structural BMP plans.) ¼ Recommended equipment to perform maintenance ¼ When applicable, necessary special training or certification requirements for inspection and maintenance personnel such as confined space entry or hazardous waste management ATTACHMENT 3 City standard Trash Capture BMP Exhibit [Use the City’s standard Trash Capture BMP Plan.] D C "' c... "' Clo • I I -:,; ~ "' .... '6 • • ::r: C") C") G)" ~ ~ ~ §",? " " ci'i V, otj " " " " gJ gJ gJ gJ c:, c:, c:, ~ ~ c:, I ~ ~ .... .... ~~~ .... "-> I I Rl I o, o, I 0, 0, ::t,,. (/) '\ • S, 1 ~~,,c;, 22.J' I (/) () C m m m m I rE=") CJ: m m m ' ' .,, ,;' .,, <J ,'.I . ,'.I .,, I ... ...... I .... .. ' p R ~ ~ C: ::; ~ r--r-- V, 'ti <:'. <:'. Bl V, ' <<>7 :·:::::::·:·::_:::_::·:·z:.::::::::::-: .... ..... n--... . . . . . ' >?. /·>>··· ......... -A. r+-+--+-G----+,-;~G-----G S'-'9-ttt-Gf--JH,..4,.,.,..;::a..G;,..,..+,-,.,.,.,.,.,.,.,.~1 0 m m 0 m m 0 m m Clo ' G) m I I I (/) (/) 0 m m I BMP 1.f3 : ow'&sTLE ij CATCHBASIN OUTLET TRASH SCREEN ot) INSERT CONNECTOR PIPE SCREEN Qi (12.75"x7.75"x14") PART NUMBER ot) SK-0958-8 & SK-0958-8-LID, ~ t ~ □ff DE 2~~-C"CH ~ a c:, r:i :a,: R ' ~ r--;::: C: ::; r-- '§: ~ --, ~ II ~ ~ '-... '-... '-... '-... '-... '-... '-... 10 0 1::_0 ___ -=20 LEGEND DESCRIPTION PROPERTY LINE DIRECTION/COURSE OF FLOW LIMITS OF CONSTRUCTION 4.::l" _____ CL➔-ITJ~o;'!--~--~--;::; .. ;::; .. ;::; .. ;::; .. ;::; .. ;: .. ~ .. ~--rn~-0~-;:J-)l_[-_MIN CLEARANCE 0 E ' UNIT (SCREEN LONG SltlE-0IRECT (SCREEN SHORT SICE-DIRECT MOU~T) MOUNT} SK--0958-8 14.25" 9.5" SK-0958-12 2()_S' 13" SK-0958-18 25.25" 16.25" SK-0958-24 31" 18.5" NOTES U.O.N. 1. USE MINIMUM BEND R",DIU.S. 2. USE MINIMUM BEND RELIEF 3. DIMENSIONS 0.D. APEX li'ITERSECTION U.0./J. 4. REMOVE BURR$ ANO $HARP :OGE$ 8 sro owe* 0 J I .,_ --• • ----- C H (SCREEN w/ BRACKET LONG (SCREEN w/ BRACKET SHORT SIDE) SIDE) 15.s' 11'' 2Z' 1,i_5" 26.s' I 7.75" 32S' 20' s -- SCALE: 1"=10' SYMBOL N45"45'45"W Ir.-- -..;.;..._ ////////// I J • (LIO CLOSED {LID OPEN (MOUNTING OVERALL HEIGHT) OVERALL HEIGHT) BRACKET PART#) 19.5" 2()_5" 26.5" 34.5" 27'' 31.5" 40.5" 51.25'' TH Rll UGlf F!OJEC:TION SK-0956 SK-0956 SK-0956 SK-0957 '-'•"'-''"'"•'''"',...''"'""' .. ., ........ ,..,._ .. ~"'"""'"""'"'~'""'"""""""""'" o:cm .. ,,.... •. ,~i>..!rnr.<,""'~""-'""''-'· OESICN OOldcastle I nfrastructu r~ .... """"''""'' · ····"""'"'-'-'" f":""~--~,,~,,,.,~.,~~,s~,..-:~.,H;,cso~=;',;":;c:'' ;f---f-----1 ARC STYLE CORNER DETAIL c1"c"~?:~:::1r•,,c~1:: ~~'"'':'~--"---.l.--.J FLOGARD OUTLET TRASH SCREEN 'li~c:11~,,~~,1m -r<C'1.,..1" 1n:O:G ~lti' c.."_" ------'-----~'""-.,:'"-',,_,,.5s'--'_'-.j ·"" cm DO NOT SCALE 0~AWING SCALE: I :12 Wl3GHT: SHE El 2 OF i 3 ' D D C A 30 ' ;;:: ~ ),. ~ Z5 ) APN 203-101-35 LIMITS OF CONSTRUCT/ON . - .• . ·· ....•. ='·•· : ·! ii.· '.. ·\i,. -~ . I . . . . . .-· .. : .. -_. :. ,: . . . 1 • __ < ' ··-' . : l '. · ... .. I.' . ·, I • 0 I :i: " I • I I I <I I 0 (/) Cl Cl Cl --0 c:::i ~ CJ -.... -.... Co I c..o ~ gJ c\1 ll otj c:, ~ r-r-i -a ~ -I - a,~ ) i • 0 ,Ha,lBil...,....bl---f'--:f/Wi!i-+--t.--1-',-W------W--- •·. '•.' ::, ' ' ' : ·. '•· • .. ··•. :.-: : . ·.·/·i: .• . •, . ; ... .. . ~ . . . ',, . " .·,,·_~---·· ' ' ' " ' " " ' ', _·:. __ -.-~·._ .. • • f3MP I.D 1: OLDCASTLE f APN 203-101-2 3 CATCHBASIN OUTLET TRASH SCREEN INSERT CONNECTOR PIPE SCREEN ~1:~~~;;!;11~k.!'o~~~!!%!!ig,R 1/I/////////////////////////////////////////////////// INSIDE 24"X24~ CATCH t SIN ~ t: PARTY RESPONSIBLE FOR MAINTENANCE: NAME WILDLAND & LILO LLC ADDRESS 4205 CLEARVIEW DRIVE CARLSBAD, CA 92008 CONTACT JOHN RESNICK PHONE NO. /619)850-6590 PLAN PREPARED BY: NAME MICHAEL C. KINNEAR COMPANY COFFEY ENGINEERING INC. ADDRESS 9666 BIISINESSPARK AVE SUITE 210 SAN DIEGO, CA 92131 PHONE NO. (858)831-0111 SIGNATURE CERTIFICATION ~P-E~--- BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. REVISIONS ca,,111Ni/ll'f'\CNED CORRECTED $1TIN'G ltl UNIT TABLE JLM.IOD Long .side on Left Wall-,\ Mounting Option 2-Output on Lef-Wdll D '"SEE MOUNTING DETAILS ON SHEET 2 ·:.. · .. _.. -, . ·.;. ·,. ·-·-, • ·.:' •• BMP ID# BMPTYPE SYMBOL TREATMENT CONTROL 0 DECOMPOSED f · ...... -1 GRANITE :::::::: LOW IMPACT DESIGN (L.I.D.) ro\_fg\ ROOF DRAIN TO \V \V LANDSCAPING SOURCE CONTROL (j) TRASH ENCLOSURE 0-® STENCILS NO DUMPING DRAINS TO OCEAN TRASH CAPTURE BMPs G)-® OLDCASTLE TRASH SCREEN ~ I " CASQA NO. SD-I SD-11 SD-32 SD-13 SEE DETAIL THIS SHEET BMP CONSTRUCTION AND INSPECTION NOTES: 0 (/) 0 (/) 0 -(/) -OH BMP TABLE QUANTITY DRAWING NO. 1 333 SF. C 2EA. C 2EA. C So ---o SHEET NO.(S) INSPECTION * FREQUENCY ANNUALLY ANNUALLY ANNUALLY MAINTENANCE * FREQUENCY ANNUALLY ANNUALLY ANNUALLY M0U{ltirg Option I -Output on Right Well THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: -~-Long side on Right Woll Mox OuHel Pipe A B C Unit Size (Screen Long (Screen Short ~creen Ud P/N Side) Side eight) SK-0958--.S 8" 12.75" 7.75" 14" SK-0958-8-LID SK.-09t,8-12 12'' 18.i.':i'' I I.~" I I:>" SK-09t.ti-12-LID SK-0958-18 lff' 23.75" 14.75" I 21" SK--0955 15-LID SK-09.SS-24 24" 29.75" 16.75" I 29" SK--0955 24 LID 8 -r B+ I" I f-.---A =l"--~ • N ....... THIRll UGlf F!OJEC:f.ON (:llll"-WSI! f""""EIAIY <N) COSflOINTIAI '-'•<l"eC'H'"•!'•"'c,;;O, .. ""'.;-, .... \ .. •S."'-H~"'"""',.,,_,~,,..,,e....,H>;""o,' o:cm .. .....,,_,,..,.,,.,,""'~"""""'"'' OESICN 3 ' C I ~B__j OOldcastle I nfrastructu r~ '"'""""""'"''-'-'"'"'-'-'" ARC STYLE CO~NER DETAIL FLOGARD OUTLET TRASH SCREEN 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. REV. 512021 ~c~ " AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE f---+------l----------1---+------lf------l---11 SH~ET I CITY OF CARLSBAD I SHE1ETS I '.:==:::::-===E::N:::::G:::IN:::E::E:::R:::IN::::G::::::::D::EP:::::A:::R:::::T:::M:::E:::::NT:::::::=:::::.-=::==~ l---+---+-------------+---1----+---l----l SINGLE SHEET TRASH CAPTURE BMP SITE PLAN WILDLAND BAKERY & LILO RESTAURANT APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: EAGREE2023-0014 C ' N 7 _l ~ ~ @B 0 0 Height (in) Length (in) Surface Area (sf) Max Filtered Flow(a) (cfs) Bypass Flow H=4"(b) (cfs) Bypass Flow H=12"(b) (cfs) SK-0958-8 8 14.00 12.75 1.24 1.16 0.34 1.77 Assumptions: Filtered Flow Calculations: Use orifice equation to calculate filtered flow: Q = CA(2gh)0.5 /SF Safety Factor (no obstruction), SF:2.00 Orifice Coefficient, C:0.60 Area of openings, A: Screen surface area x 51% open Gravitational constant, g:32.20 ft/s 2 Head, h: Height of screen / 2 (i.e. half the screen height) Bypass Flow Calculations: Use weir equation (without end contractions) to calculate bypass flow: Q = 3.33LH 1.5 /SF Calculations assume free discharge at outlet pipe. Safety Factor (no obstruction), SF: 2.00 Length, L (Screen length): Head, H (for lid placement at 4" above crest of screen):4.00 in Head, H (for lid placement at 12" above crest of screen):12.00 in Notes: (a) A safety factor should be applied by the engineer of record based on anticipated trash loading and maintenance frequency. (b) Site specific Lid placement height determined based on outlet bypass flow capacity required. Outlet Pipe Size (in) Screen Dimensions Drawing Number FloGard Outlet Trash Screen - Hydraulic Capacities Hydraulic Capacities 11/7/2019 t,1 Oldcastle lnfrast~~~c!~.~~ •