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HomeMy WebLinkAboutSDP 2018-0022; RESORT VIEW APARTMENTS; STORM WATER QUALITY MANAGEMENT PLAN; 2019-10-15CITY OF CARLSBAD PRIORITY DEVELOPMENT PROJECT (PDP) STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR Resort View I SDP2018-0022 PREPARED FOR: BNR INVESTMENT & DEVELOPMENT, LLC 23800 VIA DEL RIO YORBA LINDA, CA 92887 (714) 692-9120 PREPARED BY: MLB Engineering 404 S. Live Oak Park Rd. Fallbrook, CA 92028 760 731-6603 ~City of Carlsbal OCT 2 2 2019 DATE: October 15, 2019 ENGINEER OF WORK: --. ·---::, -~5119 Michael Benesh, RCE 37893 Date RCE 37893 r-'C/V\L ~0)r Cf\ Planning Division ' Resort View Preliminary SWQMP October 15, 2019 (_,, 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 PDP Structural BMPs Attachment 1: Backup for PDP Pollutant Control BMPs Attachment 1 a: OMA Exhibit Attachment 1 b: Tabular Summary of DMAs and Design Capture Volume Calculations Attachment 1 c: Harvest and Use Feasibility Screening (when applicable) Attachment 1d: Categorization of Infiltration Feasibility Condition (when applicable) Attachment 1e: Pollutant Control BMP Design Worksheets/ Calculations Attachment 2: Backup for PDP Hydromodification Control Measures Attachment 2a: Hydromodification Management Exhibit Attachment 2b: Management of Critical Coarse Sediment Yield Areas Attachment 2c: Geomorphic Assessment of Receiving Channels Attachment 2d: Flow Control Facility Design Attachment 3: Structural BMP Maintenance Thresholds and Actions Attachment 4: Single Sheet BMP (SSBMP) Exhibit C Resort View Preliminary SWQMP October 15, 2019 CERTIFICATION PAGE Project Name: Resort View Project ID: / 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. R9-2013-000 I (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. 10/15/19 RCE 3789-3 Michael Benesh, RCE 37893 Date C C PROJECT VICINITY MAP VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN 7a \ CITY OF ENCINITAS NOT TO SCALE ITY OF AN MARCOS j · PIRINEOS WAY __ n_J Resort View Preliminary SWQMP October 15, 2019 [Insert City's Storm Water Standard Questionnaire (Form E-34) here] ( City of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov E-34 I INSTRUCTIONS: To address post-development pollutants that may be generated from development projects, the city requires that new development 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 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 to the 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 completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. PROJECT INFORMATION PROJECT NAME: Resort View PROJECT ID: SDP2018-0022 ADDRESS: Viejo Castilla Way APN: 216-170-14 & 15 The project is (check one): Ill New Development D Redevelopment The total proposed disturbed area is: 37,375 ft2 ( 0.858 ) acres The total proposed newly created and/or replaced impervious area is: 31,810 ft2 ( 0.730 ) 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. E-34 Page 1 of 4 REV 02/16 I STEP1 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 □ Ill 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 5, mark the third 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. STEP2 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 following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; □ Ill b) Designed and constructed to be hydraulically disconnected from paved streets or roads; c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in □ Ill accordance 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? □ Ill If you answered "yes" to one or more of the above questions, provide discussion[justification below, then go to Step 5, 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 2 of 4 REV 02/16 STEP3 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 surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, Ill □ 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 □ 121 more of impervious 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 of impervious 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 □ Ill refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside □ Ill development project includes development on any natural slope that is twenty-five percent or i:ireater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is □ Ill a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway Ill □ freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. C !7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious 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 □ Ill 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 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair □ Ill 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 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes □ Ill 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 land □ Ill and 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 □ Ill impervious surface or (2) increases impervious surface on the property by more than 10%? (CMG 21.203.040) 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 5, 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, check the second box statini:i "My project is a 'STANDARD PROJECT .. ." and complete applicant information. E-34 Page 3 of 4 REV 02/16 I ~~4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJ_ECTS (POP) 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 5, 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 5, check the check the first box stating "My project is a PDP ... " and complete applicant information. STEPS CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION Ill 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) for submittal at time of application. 0 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. 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. 0 My Project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box BNR INVESTMENT & DEVELOPMENT, LLC Applicant Name: Applicant Title: Owner Applicant Signature: Date: .. .. • Environmentally Sensitive Areas include but are not hm1ted to all Clean Water Act Section 303(d) Impa1red 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 bodies designated 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 Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. This Box for Citv Use Onlv YES NO City Concurrence: □ □ By: Date: Project ID: E-34 Page 4 of 4 REV 02/16 Resort View Preliminary SWQMP October 15, 2019 SITE INFORMATION CHECKLIST Project Summary Information Proiect Name Resort View Project ID I Project Address Viejo Castilla Way Carlsbad, CA Assessor's Parcel Number(s) (APN(s)) 216-170-14 & 15 Project Watershed (Hydrologic Unit) San Marcos Creek 904.51 Parcel Area 0.858 Acres (37,375 Square Feet) Existing Impervious Area (subset of Parcel Area) 0.000 Acres (0 Square Feet) Area to be disturbed by the project (Project Area) 0.858 Acres (37,375 Square Feet) Project Proposed Impervious Area ( subset of Project Area) 0.730 Acres (31,810 Square Feet) Project Proposed Pervious Area (subset of Project Area) 0.128 Acres (5,565 Square Feet) Note: Proposed Impervious Area + Proposed Pervious Area= Area to be Disturbed by the Project. This may be less than the Parcel Area. Resort View Preliminary SWQMP October 15, 2019 Description of Existinrr; Site Condition and Drainarr;e Patterns Current Status of the Site (select all that apply): _ Existing development _ Previously graded but not built out _ Agricultural or other non-impervious use ✓ Vacant, undeveloped/natural Description / Additional Information: The site is vacant and undeveloped with native vegetation. Existing Land Cover Includes (select all that apply): ✓ Vegetative Cover _ Non-Vegetated Pervious Areas _ Impervious Areas Description I Additional Information: The site is currently covered by sparse native vegetation. Underlying Soil belongs to Hydrologic Soil Group (select all that apply): _NRCS Type A _NRCS TypeB _NRCSTypeC ✓NRCSTypeD Approximate Depth to Groundwater (GW): _ GW Depth< 5 feet _5 feet< GW Depth< 10 feet _ 10 feet< GW Depth< 20 feet ✓ GW Depth> 20 feet (Per GSI Geotechnical report ground water elevation is at or near sea level.) Existing Natural Hydrologic Features (select all that apply): Watercourses - _Seeps _Springs _ Wetlands ✓None Description I Additional Information: Resort View Preliminary SWQMP October 15, 2019 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 project site was previously graded but undeveloped. The site slopes generally down from the southwest corner to the northeast corner. The runoff from the site drains overland to Viejo Castilla Way on the east side of the site. The runoff travels north in Viejo Castilla Way to Navarra Drive and then east to an inlet in the cul-de-sac. From there it conveyed to San Marcos Creek by means of a city storm drain system, and a concrete lined watercourse through the golf course to the north of the project site. The site to the west is previously developed and does not have significant areas draining onto the project site. The Golf Course to the south does have some drainage running onto the site. The property to the north is much lower than the site. Resort View Preliminary SWQMP October 15, 2019 Description of Prooosed Site Development and Draina2e Patterns Project Description / Proposed Land Use and/or Activities: The proposed project includes the construction of a 27 unit apartment complex in 4 buildings. The project parking will be in the covered parking garages/carports at the lowest level of each building. The construction will include driveways, buildings and the extension of utilities from Viejo Castilla Way into the site. The proposed activities will be typical attached residential living. List/describe proposed impervious features of the project (e.g., buildings, roadways, parking lots, courtyards, athletic courts, other impervious features): The impervious features of the project will include the residential buildings, as well as the driveways to access the parking structures, walkways and patios. All parking will be covered. List/describe proposed pervious features of the project (e.g., landscape areas): The potions of the site that are not covered by impervious surfaces will be landscaped and irrigated using native and drought tolerant vegetation. Does the project include grading and changes to site topography? ✓ Yes No Description I Additional Information: There will be significant grading to create the pads for the proposed buildings. Estimated earthwork is around 4,000 c.y. of cut and 3,500 c.y. of export. There will be approximately 3,500 c.y. remedial over- excavation and recompaction of the existing soils to support the proposed buildings. Does the project include changes to site drainage ( e.g., installation of new storm water conveyance systems)? ✓Yes No Description I Additional Information: The project will construct an on-site storm drain system to convey the runoff from the site to the street. The proposed storm drain system will collect runoff from the developed site and direct it to two proprietary biofiltration BMPs for treatment and then the runoff will be pumped up to a detention tank for flow control purposes. The tank will drain to the public street. The biofiltration BMPs will help to prevent sediment and debris from entering the detention tank and clogging the outlet orifice. Resort View Preliminary SWQMP October 15, 2019 Identify whether any of the following features, activities, and/or pollutant source areas will be present (select all that apply): ✓ On-site storm drain inlets ✓ Interior floor drains and elevator shaft sump pumps ✓ Interior parking garages ✓ Need for future indoor & structural pest control ✓ Landscape/Outdoor Pesticide Use _ Pools, spas, ponds, decorative fountains, and other water features Food service ✓ Refuse areas _ Industrial processes _ Outdoor storage of equipment or materials _ Vehicle and Equipment Cleaning _ Vehicle/Equipment Repair and Maintenance _ Fuel Dispensing Areas _ Loading Docks ✓ Fire Sprinkler Test Water Miscellaneous Drain or Wash Water ✓ Plazas, sidewalks, and parking lots Resort View Preliminary SWQMP October 15, 2019 Identification of Receivi02 Water Pollutants of Concern Describe path of storm water from the project site to the Pacific Ocean ( or bay, lagoon, lake or reservoir, as applicable): The stormwater runoff leaving the project will flow north on Viejo Castilla Way to Navarra Drive, then east on Navarra Drive to an existing storm drain inlet in the cul-de-sac. The inlet is part of a City storm drain system and outlets to a concrete lined drainage channel on the golf course approximately 600 feet east of the project. The channel flows about 450 feet to San Marcos Creek. San Marcos Creek flows west to Batiquitos Lagoon, about 1.5 miles west of the project, which in turn drains to the Pacific Ocean. List any 303( d) impaired water bodies within the path of storm water from the project site to the Pacific Ocean (or bay, lagoon, lake or reservoir, as applicable), identify the pollutant(s)/stressor(s) causing impairment, and identify any TMDLs for the impaired water bodies: 303(d) Impaired Water Body Pollutant(s)/Stressor(s) TMDLs San Marcos Creek !Pesticides Identification of Project Site Pollutants Identify pollutants anticipated from the project site based on all proposed use(s) of the site (see BMP Desim Manual Annendix B.6): Also a Receiving Not Applicable to Anticipated from the Water Pollutant of Pollutant the Project Site Pro_iect Site Concern Sediment ✓ Nutrients ✓ ~eavy Metals ✓ Organic Compounds ✓ Trash & Debris ✓ Oxygen Demanding ✓ Potential due to Substances landscaping Oil & Grease ✓No uncovered parking Bacteria & Viruses ✓ Potential Pesticides ✓ ✓ Resort View Preliminary SWQMP October 15, 2019 Hvdromodification Mana2ement Reouirements Do hydromodification management requirements apply (see Section 1.6 of the BMP Design Manual)? ✓ Yes, hydromodification management flow control structural BMPs required. _ No, the project will discharge runoff directly to existing underground storm drains discharging directly to water storage reservoirs, lakes, enclosed embayment, or the Pacific Ocean. _ No, the project will discharge runoff directly to conveyance channels whose bed and bank are concrete-lined all the way from the point of discharge to water storage reservoirs, lakes, enclosed embayment, or the Pacific Ocean. _ No, the project will discharge runoff directly to an area identified as appropriate for an exemption by the WMAA for the watershed in which the project resides. Description I Additional Information (to be provided if a 'No' answer has been selected above): Critical Coarse Sediment Yield Areas* *This Section only required if hydromodiftcation management requirements apply Based on the maps provided within the WMAA, do potential cntical coarse sediment yield areas exist within the project drainage boundaries? Yes __:!_ No, No critical coarse sediment yield areas to be protected based on WMAA maps If yes, have any of the optional analyses presented in Section 6.2 of the BMP Design Manual been performed? _ 6.2.1 Verification of Geomorphic Landscape Units (GLUs) Onsite _ 6.2.2 Downstream Systems Sensitivity to Coarse Sediment _ 6.2.3 Optional Additional Analysis of Potential Critical Coarse Sediment Yield Areas Onsite _ No optional analyses performed, the project will avoid critical coarse sediment yield areas identified based on WMAA maps If optional analyses were performed, what is the final result? _ No critical coarse sediment yield areas to be protected based on verification ofGLUs onsite LI Critical coarse sediment yield areas exist but additional analysis has determined that protection is not required. Documentation attached in Attachment 8 of the SWQMP. _ Critical coarse sediment yield areas exist and require protection. The project will implement management measures described in Sections 6.2.4 and 6.2.5 as applicable, and the areas are identified on the SWQMP Exhibit. Discussion I Additional Information: There are no Critical Coarse Sediment Yield Areas mapped on the site. The site has been previously graded and the site is covered with predominantly artificial fill soils. Resort View Preliminary SWQMP October 15, 2019 Flow Control for Post-Project Runoff" *This Section only required if hydromodification management requirements apply List and describe point(s) of compliance (POCs) for flow control for hydromodification management ( see Section 6.3 .1 ). For each POC, provide a POC identification name or number correlating to the project's HMP Exhibit and a receiving channel identification name or number correlating to the project's HMP Exhibit. There is one POC on the project site, it drains to San Marcos Creek. POC 1 is near the NE comer of the project on Viejo Castilla Way where the runoff from the project enters the street.. Has a geomorphic assessment been performed for the receiving channel(s)? _;{__ No, the low flow threshold is 0.1 Q2 ( default low flow threshold) _ Yes, the result is the low flow threshold is 0.1 Q2 _ Yes, the result is the low flow threshold is 0.3Q2 _ Yes, the result is the low flow threshold is 0.5Q2 If a geomorphic assessment has been performed, provide title, date, and preparer: Discussion/ Additional Information: (optional) Resort View Preliminary SWQMP October 15, 2019 Other Site Reauirements and Constraints When applicable, list other site requirements or constraints that will influence storm water management design, such as zoning requirements including setbacks and open space, or City codes governing minimum street width, sidewalk construction, allowable pavement types, and drainage requirements. There is no storm drain system available in the streets near the site and even though the street is sloping at 6%+/-, the majority of the site is at nearly the same elevation as the adjoining street which will necessitate pumping the stormwater runoff after bio-filtration as there is nowhere to drain the runoff once it is below the surface. The soils engineer has stated that near surface infiltration is not feasible based on the soils type and infiltration testing. 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. Resort View Preliminary SWQMP October 15, 2019 [Insert City's Standard Project Requirement Checklist Form E-36 (here)] (city of Carlsbad Project Name: Resort View Project ID: DWG No. or Building Permit No.: STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Project Information Source Control BMPs Development Services Land Development Engineering 1635 Faraday Avenue {760) 602-2750 www .carlsbadca.gov All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E.1 of the BMP Design Manual for information to implement source control BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E.1 of the Model BMP Design Manual. Discussion/justification is not required. • "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "NIA" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion/justification may be provided. Source Control Requirement Applied? SC-1 Prevention of Illicit Discharges into the MS4 Ill Yes □No ON/A Discussion~ustification if SC-1 not implemented: SC-2 Storm Drain Stenciling or Signage Ill Yes □No □ N/A Discussion/justification if SC-2 not implemented: SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind □Yes □No Ill N/A Dispersal Discussion/justification if SC-3 not implemented: Residential project. No outdoor material storage areas. E-36 Page 1 of 4 Revised 03/16 Source Control Reauirement (continued) Aoolled? SC-4 Protect Materials Stored in Outdoor Work Areas from Rainfall, Run-On, Runoff, and □Yes □No IZJN/A Wind Dispersal Discussion/justification if SC-4 not implemented: Residential project. No outdoor material storage areas. SC-5 Protect Trash Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal IZ]Yes □No ON/A Discussion/justification if SC-5 not implemented: SC-6 Additional BMPs based on Potential Sources of Runoff Pollutants must answer for each source listed below and identify additional BMPs. (See Table in Aooendix E.1 of BMP Manual for ouidance). Ill On-site storm drain inlets Ill Yes □No ON/A Ill Interior floor drains and elevator shaft sump pumps IZJYes □ No ON/A Ill Interior parking garages lZI Yes □No ON/A Ill Need for future indoor & structural pest control Ill Yes □No ON/A lZI Landscape/Outdoor Pesticide Use IZ]Yes □ No ON/A □ Pools, spas, ponds, decorative fountains, and other water features □Yes □No 1Z1 N/A □ Food service □Yes □No 1Z1 N/A Ill Refuse areas Ill Yes □No ON/A □ Industrial processes □Yes □No IZJN/A □ Outdoor storage of equipment or materials □Yes □ No 1Z1 N/A □ Vehicle and Equipment Cleaning □Yes □ No 1Z1 N/A □ Vehicle/Equipment Repair and Maintenance □Yes □No 1Z1 N/A □ Fuel Dispensing Areas □Yes □ No lZI N/A □ Loading Docks □Yes □ No 1Z1 NIA Ill Fire Sprinkler Test Water Ill Yes □No ON/A □ Miscellaneous Drain or Wash Water □Yes □No 1Z1 N/A Ill Plazas, sidewalks, and parking lots Ill Yes □No ON/A For "Yes" answers, identify the additional BMP per Appendix E.1. Provide justification for "No" answers. On-Site SD -Maintain and periodically repaint or replace inlet markings. Provide storm water pollution prevention information to new site owners, lessees, or operators. Future Indoor Pest Control -Provide Integrated Pest Management information to owners. Landscape/Outdoor Pesticide Use -Maintain landscaping using minimum or no pesticides. Provide 1PM information to new owners. Refuse Areas-Provide adequate number of receptacles. Inspect receptacles regularly; repair or replace leaky receptacles. Keep receptacles covered. Prohibit/prevent dumping of liquid or hazardous wastes. Post "no hazardous materials" signs. Inspect and pick up litter weekly and clean up spills immediately. Fire Sprinkler Test Water -Prevent untreated fire sprinkler test water from entering the storm drain system. Plazas, sidewalks, and parking lots -Plazas, sidewalks, and parking lots shall be swept regularly to prevent the accumulation of litter and debris. E-36 Page 2 of4 Revised 03/16 Site Design BMPs All development projects must implement site design BMPs SD-1 through SD-8 where applicable and feasible. See Chapter 4 and Appendix E.2 thru E.6 of the BMP Design Manual for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the site design BMPs as described in Chapter 4 and/or Appendix E.2 thru E.6 of the Model BMP Design Manual. Discussion / justification is not required. • "No" means the BMPs is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "N/A" means the BMPs is not applicable at the project site because the project does not include the feature that is addressed by the BMPs (e.g., the project site has no existing natural areas to conserve). Discussion~ustification may be provided. Source Control Requirement I Applied? SD-1 Maintain Natural Drainai::ie Pathways and Hydrologic Features I □Yes I □No I '2JN/A Discussion/justification if SD-1 not implemented: The site has been previously graded and there are no natural drainage pathways on-site. SD-2 Conserve Natural Areas, Soils, and Vegetation I □Yes I □No I '21 N/A Discussion/justification if SD-2 not implemented: The site has been previously graded and there are no natural areas on-site. SD-3 Minimize Impervious Area I 121 Yes I □ No ID NIA Discussion/justification if SD-3 not implemented: SD-4 Minimize Soil Compaction I '21Yes I □ No I □ NIA Discussion/justification if SD-4 not implemented: SD-5 Impervious Area Dispersion I '21 Yes I □ No I □ NIA Discussion/justification if SD-5 not implemented: E-36 Page 3 of4 Revised 03/16 Source Control Reauirement (continued) I Aoolied? S0-6 Runoff Collection I (l) Yes I □No I ON/A Discussion/justification if SD-6 not implemented: S0-7 Landscaping with Native or Drought Tolerant Species I (l) Yes I □No I ON/A Discussion/justification if SD-7 not implemented: SD-8 Harvesting and Using Precipitation I □Yes I (l) No I □ N/A Discussion/justification if SD-8 not implemented: There is not enough on-site landscaping to make harvest and use feasible. The site will be over 80% covered by impervious surfaces, comprised mainly of the building footprints. E-36 Page 4 of 4 Revised 03/16 Resort View Preliminary SWQMP October 15, 2019 PDP Structural BMPs All PDPs must implement structural BMPs for storm water pollutant control (see Chapter 5 of the BMP Design Manual). Selection of PDP structural BMPs for storm water pollutant control must be based on the selection process described in Chapter 5. PDPs subject to hydromodification management requirements must also implement structural BMPs for flow control for hydromodification management (see Chapter 6 of the BMP Design Manual). Both storm water pollutant control and flow control for hydromodification management can be achieved within the same structural BMP(s). PDP structural 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 structural BMPs (see Section 1.12 of the BMP Design Manual). PDP structural 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 structural BMP implementation at the project site in the box below. Then complete the PDP structural BMP summary information sheet for each structural BMP within the project (copy the BMP summary information page as many times as needed to provide summary information for each individual structural BMP). Describe the general strategy for structural BMP implementation at the site. This information must describe how the steps for selecting and designing storm water pollutant control BMPs presented in Section 5.1 of the BMP Design Manual were followed, and the results (type of BMPs selected). For projects requiring hydromodification flow control BMPs, indicate whether pollutant control and flow control BMPs are integrated together or separate. Even though the project is in an area of Type D soils, the soils engineer has conducted infiltration tests on the sub-surface soils on the site. The soils engineer recommends against near surface infiltration for geotechnical reasons. The density of the development means that the ratio of landscaping to impervious surfaces on the site will not be high enough to make harvest and use BMPs feasible. The site is over 80% impervious. The site grades, lack of a storm drain in the street and very limited landscaping on the project makes standard Biofiltration BMPs impractical without pumping. Biofiltration BMPs located within the planter areas on the site will be feasible for treating the storm runoff for pollutant control. The outflows from the Biofiltration BMPs will be conveyed to a Detention Tank BMP for flow control purposes. The detention tank will limit the flows from the site to the adjacent street to meet the hydromodification requirements of the project. Resort View Preliminary SWQMP October 15, 2019 Structural BMP Summary Information [Copy this page as needed to provide information for each individual proposed structural BMP) Structural BMP ID No. BF-1 OC)WG Sheet No. Type of structural BMP: _ Retention by harvest and use (HU-1) _ Retention by infiltration basin (INF-I) _ Retention by bioretention (INF-2) _ Retention by permeable pavement (INF-3) _ Partial retention by biofiltration with partial retention (PR-1) £._ Biofiltration (BF-1) _ Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) _ Detention pond or vault for hydromodification management _ Other (describe in discussion section below) Purpose: _{__Pollutant control only _ Hydromodification control only _ Combined pollutant control and hydromodification control _ Pre-treatment/forebay for another structural BMP _ Other (describe in discussion section below) Discussion (as needed): BMP BF-I is a 356 s.f. biofiltration area located along the northerly property line and treats the runoff from the northerly driveway as well as portions of Buildings C, D and E. The biofiltration BMP will have 3" of hardwood mulch over 18" of amended soi Is over a 6" filter course of washed pea gravel over 15" of Class 2 permeable materials (gravel). The BMP will include a 6" diameter perforated underdrain and an overflow drain. The outflow from BF-2 will be gravity drain to a sump pump and then be pumped up to the detention tank, T ANK-1 . Resort View Preliminary SWQMP October 15, 2019 Structural BMP Summary Information [Copy this page as needed to provide information for each individual proposed structural BMPl Structural BMP ID No. BF-2 DWG Sheet No. Type of structural BMP: _ Retention by harvest and use (HU-I) _ Retention by infiltration basin (INF-1) _ Retention by bioretention (INF-2) _ Retention by permeable pavement (INF-3) _ Partial retention by biofiltration with partial retention (PR-I) ~ Biofiltration (BF-I) _ Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) _ Detention pond or vault for hydromodification management _ Other ( describe in discussion section below) Purpose: __,{__Pollutant control only _ Hydromodification control only _ Combined pollutant control and hydromodification control _ Pre-treatment/forebay for another structural BMP _ Other (describe in discussion section below) Discussion (as needed): BMP BF-2 is a 612 s.f. biofiltration area located in front of Building C that treats the runoff from the southerly driveway as well as porions of buildings B, C and D. The biofiltration BMP will have 3" of hardwood mulch over 18" of amended soils over a 6" filter course of washed pea gravel over 15" of Class 2 permeable materials (gravel). The BMP will include a 6" diameter perforated underdrain and an overflow drain. The outflow from BF-I will be gravity drain to a sump pump and then be pumped up to the detention tank, T ANK-1. Resort View Preliminary SWQMP October 15, 2019 Structural BMP Summary Information [Copy this page as needed to provide information for each individual proposed structural BMPl Structural BMP ID No. BF-3 IDWG Sheet No. Type of structural BMP: _ Retention by harvest and use (HU-1) _ Retention by infiltration basin (INF-1) _ Retention by bioretention (INF-2) _ Retention by permeable pavement (INF-3) _ Partial retention by biofiltration with partial retention (PR-1) '!!...._ Biofiltration (BF-1) _ Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) _ Detention pond or vault for hydromodification management _ Other (describe in discussion section below) Purpose: _,{_Pollutant control only _ Hydromodification control only _ Combined pollutant control and hydromodification control _ Pre-treatment/forebay for another structural BMP _ Other (describe in discussion section below) Discussion (as needed): BMP BF-3 is a 48 s.f. biofiltration area located on the west side of Building A that treats the roof runoff from a portion of buildings A. The biofiltration BMP will have 3" of hardwood mulch over 18" of amended soils over a 6" filter course of washed pea gravel over 15" of Class 2 permeable materials (gravel). The BMP will include a 6" diameter perforated underdrain and an overflow drain. The outflow from BF-3 will gravity drain to the detention tank, TANK-I. Resort View Preliminary SWQMP October 15, 2019 Structural BMP Summary Information (Copy this page as needed to provide information for each individual proposed structural BMPl Structural BMP ID No. BF-4 IDWG Sheet No. Type of structural BMP: _ Retention by harvest and use (HU-I) _ Retention by infiltration basin (INF-I) _ Retention by bioretention (INF-2) _ Retention by permeable pavement (INF-3) _ Partial retention by biofiltration with partial retention (PR-I) :{__ Biofiltration (BF-I) _ Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) _ Detention pond or vault for hydromodification management _ Other (describe in discussion section below) Purpose: _,{_Pollutant control only _ Hydromodification control only _ Combined pollutant control and hydromodification control _ Pre-treatment/forebay for another structural BMP _ Other (describe in discussion section below) Discussion (as needed): BMP BF-4 is a 52 s.f. biofiltration area located on the east side of Building A that treats the roofrunoff from a portion of buildings A. The biofiltration BMP will have 3" of hardwood mulch over 18" of amended soils over a 6" filter course of washed pea gravel over 15" of Class 2 permeable materials (gravel). The BMP will include a 6" diameter perforated underdrain and an overflow drain. The outflow from BF-4 will gravity drain to the detention tank, TANK-I. Resort View Preliminary SWQMP October 15, 2019 Structural BMP Summary Information [Copy this page as needed to provide information for each individual proposed structural BMPJ Structural BMP ID No. BF-5 DWG Sheet No. Type of structural BMP: _ Retention by harvest and use (HU-1) _ Retention by infiltration basin (INF-I) _ Retention by bioretention (INF-2) _ Retention by permeable pavement (INF-3) _ Partial retention by biofiltration with partial retention (PR-I) ~ Biofiltration (BF-1) _ Flow-thru treatment control included as pre-treatment/forebay for an onsite retention or biofiltration BMP (provide BMP type/description and indicate which onsite retention or biofiltration BMP it serves in discussion section below) _ Detention pond or vault for hydromodification management _ Other (describe in discussion section below) Purpose: ___,{_Pollutant control only _ Hydromodification control only _ Combined pollutant control and hydromodification control _ Pre-treatment/forebay for another structural BMP _ Other (describe in discussion section below) Discussion (as needed): BMP BF-5 is a 48 s.f. biofiltration area located on the east side of Building B that treats the roof runoff from a portion of buildings B. The biofiltration BMP will have 3" of hardwood mulch over 18" of amended soils over a 6" filter course of washed pea gravel over 15" of Class 2 permeable materials (gravel). The BMP will include a 6" diameter perforated underdrain and an overflow drain. The outflow from BF-4 will gravity drain to the detention tank, TANK-I. Resort View Preliminary SWQMP October 15, 2019 ATTACHMENT 1 BACKUP FOR PDP POLLUTANT CONTROL BMPS This is the cover sheet for Attachment 1. Check which Items are Included behind this cover sheet: Attachment Contents Sequence Attachment 1 a OMA Exhibit (Required) Attachment 1 b Attachment 1 c Attachment 1 d See OMA Exhibit Checklist on the back of this Attachment cover sheet. (24"x36" Exhibit typically required) Tabular Summary of DMAs Showing OMA ID matching OMA Exhibit, OMA Area, and OMA Type (Required)* *Provide table in this Attachment OR on OMA Exhibit in Attachment 1 a Form 1-7, Harvest and Use Feasibility Screening Checklist (Required unless the entire project will use infiltration BMPs) Refer to Appendix B.3-1 of the BMF Design Manual to complete Form 1-7. Form 1-8, Categorization of Infiltration Feasibility Condition (Required unless the project will use harvest and use BMPs) Refer to Appendices C and D of the BMP Design Manual to complete Form 1-8. Checklist _:{_Included _:{_ Included on OMA Exhibit in Attachment 1 a Included as Attachment -1 b, separate from OMA Exhibit _:{_ Included Not included because the entire -project will use infiltration BMPs _:{_ Included Not included because the entire -project will use harvest and use BMPs Attachment 1e Pollutant Control BMP Design _:{_ Included Worksheets / Calculations (Required) Refer to Appendices B and E of the BMP Design Manual for structural pollutant control BMP design guidelines C Resort View Preliminary SWQMP October 15, 2019 Use this checklist to ensure the required infonnation has been included on the OMA The OMA Exhibit must identify: _;!_ Underlying hydrologic soil group _;!_ Approximate depth to groundwater Exhibit: _;!_ Existing natural hydrologic features (watercourses, seeps, springs, wetlands) _;!_ Critical coarse sediment yield areas to be protected (if present) _;!_ Existing topography and impervious areas _;!_ Existing and proposed site drainage network and connections to drainage offsite _;!_ Proposed grading _;!_ Proposed impervious features _;!_ Proposed design features and surface treatments used to minimize imperviousness _;!_ Drainage management area (OMA) boundaries, OMA ID numbers, and OMA areas (square footage or acreage), and OMA type (i.e., drains to BMP, self-retaining, or self-mitigating) _;!_ Structural BMPs (identify location and type of BMP) Design Capture Volume -Entire Site Worksheet B-2.1 1 85th percentile 24-hr storm depth from Figure B.1-1 d= 0.59 inches 2 Area A= 0.858 ac 3 Area weighted runoff factor ( estimate using Appendix B.1.1 and B.2.1) See below. C= 0.809 unitless 4 Street trees volume reduction TCV= 0 cubic-feet 5 Rain barrels volume reduction RCV= 0 cubic-feet 6 Calculate DCV = (3630 x C x d x A) -TCV -RCV DCV= 1487 cubic-feet C = (0.728 x 0.9 + (0.858-0.728) x 0.30)/0.858=0.809 ~ X, --------M ----· -··-· .. -M --··----·---... M .............. , ... _ ·-"-...... _ ... N..-~1----M ------M ------- X I \ \ r~ \ iMff-~1 .,,'1~ ·------.-::::::_--··--... __ --' - ' I " \ " ' ' , il ', ~,' ____ !f=l, . ' 0 10 Scale: 1":::10' I ' 7 2D Feet X ; POC-1 I I ' I I I \ \ ' \ ~I X i X ['f ' I I I ; / I ' : ~ b ---%--e--' I I ' ! I I I I -)oc .. •--- .. X ' I ' I ' , I ' I , I I / / ' ' / ' I I ' ' ; I I \ / al F X I I \ \ \ ./ Nbo0 03' 46"W 105.00', • I ' ' ' I ' , I ' ' ; , \ \ ' ' ' ' ' ' I I I ' I ' ' , ' ' I \ \ I \ \ , , I ' \ ' ' \ \ ' ' / &1 I" X ' ' / ifi" / I I i / ' -I ; X \ \ \ \ \ \ \ ' \ \ \ ---X ___ .....,,........ X '· ··?.u :. ·,-·---.. J ~ I ' ' ' ' / / ------M------M---- / ' ' / / ~ :ll X I I ' ' / \ \ ' I ' \ ' , , I I 0 lo DMA-E-1 37375 SF (0 SF IMP) 0.0% IMP ' ' ' ' X I ' , / I I I I I I I I I \ ' / LI I / \ ---X ---:,;«~·· ---X .---z ---.... --X I I I I I I / / ' ./ \ \ / I I ' I I I ' , IB X X ' I F <I X \ \ / / I ,-(f"J / r1 x,' / , I I , I , I " ll F F X I I --:X. --X __::.-"::: X ' I I ' I ' \ ' :\ i/2 X ' ' \ \ ' \ \ \ ' ' ' I' ijS X ' I I \ I / I , I I , X ' I I ' ' I ' i I I I I I I I ' I I I I / \ ' / I I I ' ' I N ., ' I I I ' ' I , , / , ' ' I ~~ ~ .. - XI I ' I I I ' ' I I DMA-E-2 2700 SF (0 SF IMP) 0.0% IMP / ' ' I / ' I I ' / ' / / ' / I / / ' ' I / ' ' ' I / I / ' I ' ' ' I ' I I I ' ' ' ' ' I ,, I I Notes: • Underlying Hydrologic Soils Group for the entire project is Soils Group D. • Runoff Factor per Table B-1.1 = 0.30 • Approximate depth to ground water is >50'. • There are no wells, springs or watercourses on the developed project site. • There are no critical coarse sediment yield areas on the project site, or draining onto the project site. • There are no existing impervious areas on the site. • The measured infiltration rate for the project is 0.297 in/hr Legend: DMA Name DMA Area DMA Impervios Cover DMA % Impervious Drainage Area Boundary DMA-0 100 SF (10 SF IMP) 0.0% IMP ~----- SHEET Engineering Professional 'ivi! bngineers and Land S un;eyors Attachment lb & 2a Preliminary Priority Development Project Resort View SWQMP 1 404 Sourh J .ivc Ojl-k Park Road, Fallhrnok, C:A 92028 Phone 760 731-6003 E-Mail: .:\-1LBcnesh@pricbcll.net {Storm Water Quality Management Plan) DMA & Hydromodification Exhibit Pre-Developed Condition OF 2 Notes: x, a---M-----M------M----i--------M------M-----M-------M------M------M------M-----M-----M-----M------M-----M-------~-·--·--w-···----- W ------w --· • Underlying Hydrologic Soils Group for the entire project is Soils Group D, \ POC #1 ----/ • • I I \ • 1/ll,l(J I ---0 +1-0 ~~-t z ' 1, 'I I . . . I. . X SD •1_ ·Sb· ·o:-~::··-:x:-· ::/ 0· ' . .J:'' «: :~:: :tc-.-·-·_'•~·-·--------+ J 'b.... . I. ' . ~0 • . ·' . ' . I-'--·~·-: 1""1 -• ~· -· ~~~·-··~----~--~--I l :1 · . . ·I: .. ' . • I • I : .. . I· . . ' . : /, . .I . . . ' ·i . . . • I •• ·~.·/.· o m l~~-'--~-'110-~...L.~-JI Feet Scale: 1"=10' ----,_,.---- ' . "/. 'i'J" · )''~: . ·1 ·X · . .. :1-. . .: ' : . ' . . ( . . . I. -:1 .. BF-1 304 SF. - ' (. . ! ' . . -1' . 1 ' ' . i: ' ' . • I· ·, :s:>: . . -1: -. Ai '03 . . . < ,s, . ' '1: . : .. lf=:/======'='==;;a7·, . • , , I , • , • • .. :i-;;·G,r~-:-· ·.,.· ._[E:: ·-:/::bro:•::-m::-·::\:.- . -1: · · :ci:(£1.;_. · - 'i' . .. I, . ·I: .. • '1 • ''·· ' . l . ·\: ... ..............,. . -,: x: ... ~ o-;•· ·.· .. :i\·. '.'. 'fl;/ .. ,.,.,, ~~--,-"--,--,·. ~. ""• ·,;, Sump Pump Pressure Main -\ -- 105.00' ·,. . . . I .. . ,{\, ,,. • / •.••••••. <i" •. ,-, ./.,t,O . . . . . . r::,- "o ?a. -,-G •~ • • .. . . . . • ' ~....-,...; ' . ' ·/ Tank-1 Outlet SD. • ·. :b''~ ~ · . X. 1. · : : >'"'Jo: .• -" 0 .. ,- . . i . /. ' .. : I : . . . I . . . I , -• : I : • ....,....- Tank-1 Outlet M.H ... .. ;v <(. a--.,.,-,1-, _ _. ~ • .~l. /: ·- -.. I .. • • • 1 • • . . ' . . . /~:'. . :___;...,.1: .. . . ,. . . . . i . . ·1 .. . . :1 .. DMA-P-40 1742 SF (1704 SF IMP) 97,B% IMP -. r: . . . : /· . . -I ·1 .. j : :: :/:::: ·/ . ' Name 10 20 30 40 50 ' ' :1 ' ' " ' . -1' .. DMA-P-10 12508 SF (10236 SF IMP) 81.8% IMP : .. . Ii) . . 11,·. ,, ·, ... I 74: 0 ,.-,,,3·v•· i{--• - C t-:.: ::_ • '7t(B . . . . ' ' ' ' . ' . . . . ' .a-' ' • •••••• _I • , , , .I • , , DMA Table Total Area (SF) Imp. Area ( SF) %Imp. 12508 10236 81.8% 19336 17005 87.9%. 1439 1439 100,0% 1742 1704 97.8% 1410 1410 100.0% . _ ___....., ·-:{Ii:-·'./ :~": :, >.'· : -I . . --, .·.;_:..o-;·. ... 6 'i"'. .; : : ·fs. ,{\: . ',-. ,/ . . ' : -i: .. ·1 .. BF-3 48 SF BF-5 48 SF _......,..., ·1 -. .. :1 .. . ' . .. I . -. r: . -"'"_ . ..,.- :it .. "-·_c-c-r · fS . • · ; 0 'b . '1' q,C>• , ··-, -' DMA-P-50 1410 SF. (1410 SF IMP) 100.0% IMP 834 • . · Fs• · . 81/. . · 7_5,YINV r . 8 O· · · fs .. ><·. ·.·.·x• ··755· ·. · . ,, G ,'> . · • · ,· INVi"· • . · •"i"'•· --., · '\"' • . · . · • • :'(;Ii • · . •:J •. , " • • .lj.,>, • Type Name Drains to BF-1 8F-1 Drains to BF-2 BF-2 Drains to BF-3 BF-3 Drains to BF-4 BF-4 Drains to BF-5 BF-5 l ' \ \ l '1 BMP Table Total Area (SF) Type 304 Bio-Filtration 490 Bio-Filtration 48 Bio-Filtration 52 Bio-Filtration 48 Bio-Filtration ' ' ':x:. I • ' I ' I : -~-: 1-1"'-'. . . ..s£l....,,..:. ' ,x:.: I / I I s, -------"', '" ~---.__ PARKWAY CULVERT OFFSITE DISCHARGE POINT INLET PIPE I f-~ LLJ "' 0 M CONCRETE MORTAR SLOPE TO PIPE OUTLET 12" SQUARE!H-20 TRAFFIC RATED GRATE, • Runoff Factor per Table B-1.1 = 0.30 • Approximate depth to ground water is >50". • There are no wells, springs or watercourses on the. developed project site. • There are no critical coarse sediment yield areas on the project site, or draining onto the project site, • There are no existing impervious areas on the site. • The measured infiltration rate for the project is 0.297 in/hr Legend: Impervious Surface (Parking, building. sidewalk) Storm Drain Drain Inlet Detention Tank I . I f----18" ____ _.,._, , ·~.i-.:.-~-L-==SURFACE Biofiltration BMP 20" WIDTH -:t:::I -z H " Sump Pump Storm Drain Pressure Main DMA Name DMA Area DMA Impervios Cover DMA % Impervious Drainage Area Boundary 0 ACC SS fLOW CONTROL NOTCH (10" VERT X 2" HOR) -----FM----- DMA-0 100 SF (10 SF IMP) 0.0% IMP ------ 72.0 TOP ·1 ' • I . 6" DEEP C.A.B. BELOW BASIN, I I I 12" PVC OVERFLOW RISER ' I Precast Cone. Inlet w/H-20 Traffic Rated Grate NOTTO SCALE f I I DMA-P-60 2700 SF (0 SF IMP) 0,0% IMP I X I I I I / I I I I f I I I I I I I I I I ' I / r POLYPROPYLENE CATCH BASIN WI U.V. INHIBITORS . Flow Control BMPS: TANK-!: 10'x140'x4,25' UNDERGROUND DETENTION TANK STORAGE CAPACITY AT TOP OF RISER e 5,426 CF SLOPE 9-3/8" WIDTH H " ., 9" 5 -----111- SLOPE ' FLOW CONTROL ORI IC (0.4" DIA.) OVERFLOW DRAIN ·*· "'~""' I UARE kTRIUM GRATE, PVC PIPE OUT T I 4" PVC SCH 40 INLET /OUTLET PIPE 611 Perforated PVC SDR-35 Pipe 611 above Bottom of Basin w/Filter Sock over Pipe Engineering Prefessiona! Civil tingineers and Land Stttvryors 404 South Live G>ak Park Road, Faltlmu>k, (;A 92028 Phone 760 731-6'603 1->Mail: Ml.Bcncsh@pacbcll.net I ---0:, D sf' /0 N sf' R-TANK W/IMPERMEABLE LINER OTTOM SECTION 1-1 NOT TO SCALE 48" DIA. MONITORING MANHOLE (JENSEN PRECAST OR EQUIV.) R-TANK I W/IMPERMEABLE LINER r----------~ 140' +-----------, PIPE INLETS SEE GRADING PLAN PLAN VIEW NOTTO SCALE 11 _./'II ..,.. II 11 II SD DETENTION TANK DETAIL NOT TO SCALE VOLUME e 5,426 CF TO TOP OF OVERFLOW RISER AREA e 1.400 S,F, Drou ht Resistant Ve etation SD-7 i----Dimensions per Plan --1---1 To of Grote Elev. per Plan Cone. Planter Wall t I -- • 11 i~ 11 I 11 -I -- s ---, PVC Outlet Pi e Pi e Invert Elev. per Plan Biofiltration Planter Detail NOTTO SCALE Amended Soils Composition BSM Composition Washed Sand Compost Volume 70-85% 15-30% Attachment 1 b & 2a Preliminary Priority Development Project Resort View SWQMP (Storm Water Quality Management Plan) DMA & Hydromodification Exhibit Developed Site SHEET 2 OF 2 Resort View Preliminary SWQMP October 15, 2019 Harvest and Use Feasibility Checklist Form 1-7 1. Is there a demand for harvested water (check all that apply) at the project site that is reliably present during the wet season? _ Toilet and urinal flushing ~ Landscape irrigation Other: -------- 2. If there is a demand; estimate the anticipated average wet season demand over a period of 36 hours. Guidance for planning level demand calculations for toilet/urinal flushing and landscape irrigation is provided in Section B.3.2. Modified ETWU = EToWet x [[t(PF x HA)/IE] + SLA] x 0.015 Where: Modified ETWU = Estimated daily average water usage during wet season EToWet = Average reference evapotranspiration from November through April (use 2.7 inches per month, using CIMS Zone 4 from Table G.1-1) PF = 0.5 (Low) HA= 5676 sf landscaping IE = 90 percent SLA=0sf Therefore: Modified ETWU = (2.7)*(0.5*5676/0.9)+0)*(0.015)=128 cf 36 hour demand= 1.5*128= 192 cf 3. Calculate the DCV using worksheet B.2-1. DCV = 1487 (cubic feet) 3a. Is the 36 hour demand 3b. Is the 36 hour demand greater than or equal to the greater than 0.25DCV but DCV? □ Yes / ✓ No less than the full DCV? Harvest and use appears to be feasible. Conduct more detailed evaluation and sizing calculations to confirm that DCV can be used at an adequate rate to meet drawdown criteria. □ Yes /✓No Harvest and use may be feasible. Conduct more detailed evaluation and sizing calculations to determine feasibility. Harvest and use may only be able to be used for a portion of the site, or (optionally) the storage may need to be upsized to meet long term capture targets while draining in longer than 36 hours Is harvest and use feasible based on further evaluation? ✓ No, select alternate BMP 3c. Is the 36 hour demand less than 0.25DCV? ✓ Yes I □ No Harvest and use is considered to be infeasible. Resort View Preliminary SWQMP October 15, 2019 Calculations for BF-1 W ksh t B-2 1 D . C t or ee . . es1e:n ap ure V l oume-DMAP 10 -- 1 85th percentile 24-hr storm depth from Figure B.1-1 2 Area tributarv to BMP (s) (Imp Area= 10236 sf= 0.818) 3 Area weighted runoff factor ( estimate using Appendix B.1.1 and B.2.1) C=(0.818x0.9)+(0.182x0.30) = 0.79 4 Street trees volume reduction 5 Rain barrels volume reduction 6 Calculate DCV = (C x d x Ax 1/12)-TCV -RCV d= A= C= TCV= RCV= DCV= W ksh t B 5 1 s· I s· . M thod ti e· tilt f BMP BF 1 or ee . -: 1mp e IZID2 e or 10 I ra 100 : - 1 Remaining DCV after implementing retention BMPs Partial Retention 2 Infiltration rate from Form 1-9 ifoartial infiltration is feasible 3 Allowable drawdown time for a1nzregate storage below the underdrain 4 Depth of runoff that can be infiltrated fLine 2 x Line 31 5 A11:irre11:ate pore space 6 Reouired depth of gravel below the underdrain fLine 4/ Line 51 7 Assumed surface area of the biofiltration BMP 8 Media retained pore storage 9 Volume retained by BMP ffLine 4 + (Line 12 x Line 8)1/121 x Line 7 10 DCV that reQuires biofiltration fLine 1 -Line 91 BMP Parameters 11 Surface Ponding f6 inch minimum, 12 inch maximuml 12 Media Thickness [18 inches minimum], also add mulch layer thickness to this line for sizing calculations 13 Aggregate Storage above underdrain invert (12 inches typical)-use O inches for sizing if the a211:Tegate is not over the entire bottom surface area 14 Media available pore space 15 Media filtration rate to be used for sizing (5 in/hr. with no outlet control; if the filtration is controlled by the outlet, use the outlet controlled rate) Baseline Calculations 16 Allowable Routing Time for sizing 17 Depth filtered during storm f Line 15 x Line 161 18 Depth of Detention Storage fLine 11 + (Line 12 x Line 14) + (Line 13 x Line 5)1 19 Total Depth Treated fLine 17 + Line 181 Option 1 -Biofilter 1.5 times the DCV 20 ReQuired biofiltered volume D.5 xLine 101 21 ReQuired Footprint fLine 20/ Line 191 x 12 Option 2 -Store 0. 75 of remainin2 DCV in oores and pondin2 22 ReQuired Storage (surface+ oores) Volume f0.75 x Line 101 23 ReQuired Footprint fLine 22/ Line 181 x 12 Footprint of the BMP 24 Area draining to the BMP 25 Adjusted Runoff Factor for drainage area (Refer to Appendix B. l and B.2) 26 Minimum BMP Footprint fLine 24 x Line 25 x 0.031 27 Footprint of the BMP = Maximum(Minimum(Line 21, Line 23), Line 26) 0.59 inches 12508 sf 0.79 unitless 0 cubic-feet 0 cubic-feet 483 cubic-feet 483 cubic-feet -in/hr. -hours 0 inches 0.4 in/in 0 inches 304 SQ-ft 0.1 in/in 53 cubic-feet 430 cubic-feet 10 inches 21 inches 15 inches 0.2 in/in 5 in/hr. 6 hours 30 inches 20.2 inches 50.2 inches 645 cubic-feet 155 SQ-ft 323 cubic-feet 192 SQ-ft 12508 SQ-ft 0.79 297 SQ-ft 297 SQ-ft Note: Line 7 is used to estimate the amount of volume retained by the BMP. Update assumed surface area in Line 7 until its eQuivalent to the reQuired biofiltration footprint (either Line 21 or Line 23) Resort View Preliminary SWQMP October 15, 2019 Calculations for BF-2 W ksh B-2 1 D . C or eet . . es12n apture VI oume-DMAP 20 -- 1 85th percentile 24-hr storm depth from Figure B.1-1 2 Area tributarv to BMP (s) (Imp Area= 17005 sf= 0.879) 3 Area weighted runoff factor (estimate using Appendix B.1.1 and B.2.1) C=(0.879x0.9)+(0.12 lx0.30) = 0.83 4 Street trees volume reduction 5 Rain barrels volume reduction 6 Calculate DCV = (C x d x Ax 1/12)-TCV -RCV d= A= C= TCV= RCV= DCV= W ksh t B 5 1 s· I s· . M thod ti B" tilt f BMP BF 2 or ee . 1mp1 e IZID2 e or 10 I ra 100 : -. -. 1 Remaining DCV after implementing retention BMPs Partial Retention 2 Infiltration rate from Form 1-9 ifpartial infiltration is feasible 3 Allowable drawdown time for airn:regate storage below the underdrain 4 Depth of runoff that can be infiltrated fLine 2 x Line 31 5 Aizirregate oore space 6 Required depth of gravel below the underdrain fLine 4/ Line 51 7 Assumed surface area of the biofiltration BMP 8 Media retained nore stol"lli!:e 9 Volume retained bv BMP ffLine 4 + (Line 12 x Line 8)1/121 x Line 7 10 DCV that reauires biofiltration fLine 1 -Line 91 BMP Parameters 11 Surface Ponding f6 inch minimum, 12 inch maximuml 12 Media Thickness [18 inches minimum], also add mulch layer thickness to this line for sizing calculations 13 Aggregate Storage above underdrain invert (12 inches typical)-use O inches for sizing if the au:11:regate is not over the entire bottom surface area 14 Media available pore space 15 Media filtration rate to be used for sizing (5 in/hr. with no outlet control; if the filtration is controlled by the outlet, use the outlet controlled rate) Baseline Calculations 16 Allowable Routing Time for sizing 17 Depth filtered during storm r Line 15 x Line 161 18 Depth of Detention Storage fLine 11 + (Line 12 x Line 14) + (Line 13 x Line 5)1 19 Total Depth Treated fLine 17 + Line 181 Option 1 -Biofilter 1.5 times the DCV 20 Required biofiltered volume f}.5 xLine 101 21 Required Footprint fLine 20/ Line 191 x 12 Option 2 -Store 0. 75 of remainin2 DCV in oores and oondin2 22 Required Storage (surface+ pores) Volume f0.75 x Line 101 23 Required Footprint fLine 22/ Line 181 x 12 Footprint of the BMP 24 Area draining to the BMP 25 Adjusted Runoff Factor for drainage area (Refer to Appendix B. l and B.2) 26 Minimum BMP Footprint fLine 24 x Line 25 x 0.031 27 Footprint of the BMP = Maximum(Minimum(Line 21, Line 23), Line 26) 0.59 inches 19336 sf 0.83 unitless 0 cubic-feet 0 cubic-feet 789 cubic-feet 789 cubic-feet -in/hr. -hours 0 inches 0.4 in/in 0 inches 490 SQ-ft 0.1 in/in 86 cubic-feet 703 cubic-feet IO inches 21 inches 15 inches 0.2 in/in 5 in/hr. 6 hours 30 inches 20.2 inches 50.2 inches 1055 cubic-feet 252 sq-ft 527 cubic-feet 313 sq-ft 19336 sq-ft 0.83 481 sq-ft 481 sq-ft Note: Line 7 is used to estimate the amount of volume retained by the BMP. Update assumed surface area in Line 7 until its equivalent to the required biofiltration footprint (either Line 21 or Line 23) C Resort View Preliminary SWQMP October 15, 2019 Calculations for BF-3 W ksh t B-2 1 D . C t or ee .. es1e:n ap1 ure VI oume-DMAP 30 -- I 85th percentile 24-hr storm deoth from Figure B.1-1 2 Area tributarv to BMP (s) (Imo Area= 1439 sf= 1.000) 3 Area weighted runoff factor ( estimate using Appendix B.1.1 and B.2.1) C=(I .00x0.9)+(0.00x0.30) = 0.90 4 Street trees volume reduction 5 Rain barrels volume reduction 6 Calculate DCV = (C x d x A x 1/12) -TCV -RCV d= A= C= TCV= RCV= DCV= W ksh or eet . -. imp e IZID2 et o or IO I tratmn B 5 1 s· I s· . M h d ti B" fil : -BMP BF 3 I Remaining DCV after implementing retention BMPs Partial Retention 2 Infiltration rate from Form 1-9 ifoartial infiltration is feasible 3 Allowable drawdown time for a1!:l!:regate storage below the underdrain 4 Deoth of runoff that can be infiltrated fLine 2 x Line 31 5 Aggregate oore space 6 Required depth of gravel below the underdrain rLine 4/ Line 51 7 Assumed surface area of the biofiltration BMP 8 Media retained pore storage 9 Volume retained by BMP rrLine 4 + <Line 12 x Line 8)1/121 x Line 7 10 DCV that requires biofiltration rLine 1 -Line 91 BMP Parameters 11 Surface Ponding f6 inch minimum, 12 inch maximuml 12 Media Thickness [18 inches minimum], also add mulch layer thickness to this line for sizing calculations 13 Aggregate Storage above underdrain invert (12 inches typical) -use 0 inches for sizing if the 3.1!:gregate is not over the entire bottom surface area 14 Media available pore space 15 Media filtration rate to be used for sizing (5 in/hr. with no outlet control; if the filtration is controlled bv the outlet. use the outlet controlled rate) Baseline Calculations 16 Allowable Routing Time for sizing 17 Depth filtered during storm f Line 15 x Line 161 18 Deoth of Detention Storage fLine 11 + (Line 12 x Line 14) + (Line 13 x Line 5)1 19 Total Deoth Treated fLine 17 + Line 181 Option 1 -Biofilter 1.S times the DCV 20 Required biofiltered volume rt .5 x Line 101 21 Required Footprint rLine 20/ Line 191 x 12 Option 2 -Store 0. 75 of remainine DCV in oores and oondine 22 Reauired Storage (surface+ nores) Volume f0.75 x Line 101 23 Required Footorint fLine 22/ Line 18] x 12 Footprint of the BMP 24 Area draining to the BMP 25 Adjusted Runoff Factor for drainage area (Refer to Appendix B. l and B.2) 26 Minimum BMP Footprint fLine 24 x Line 25 x 0.031 27 Footprint of the BMP = Maximum(Minimum<Line 21, Line 23), Line 26) 0.59 inches 1439 sf 0.90 unitless 0 cubic-feet 0 cubic-feet 64 cubic-feet 64 cubic-feet -in/hr. -hours 0 inches 0.4 in/in 0 inches 48 sq-ft 0.1 in/in 8 cubic-feet 56 cubic-feet IO inches 21 inches 15 inches 0.2 in/in 5 in/hr. 6 hours 30 inches 20.2 inches 50.2 inches 84 cubic-feet 20 sa-ft 42 cubic-feet 25 sa-ft 1439 sa-ft 0.90 39 sa-ft 39 sa-ft Note: Line 7 is used to estimate the amount of volume retained by the BMP. Update assumed surface area in Line 7 until its equivalent to the required biofiltration footprint (either Line 21 or Line 23) Resort View Preliminary SWQMP October 15, 2019 Calculations for BF-4 W ksh B-2 1 D . C or eet . . es12n apture VI oume-DMAP40 -- 1 85th percentile 24-hr storm depth from Figure B.1-1 2 Area tributarv to BMP (s) (Imp Area= 1704 sf= 0.978) 3 Area weighted runoff factor ( estimate using Appendix B.1.1 and 8.2.1) C=(l.00x0.978)+(0.022x0.30) = 0.90 4 Street trees volume reduction 5 Rain barrels volume reduction 6 Calculate DCV = (C x d x Ax 1/12) -TCV -RCV d= A= C= TCV= RCV= DCV= W ksh or eet . -: 1mp1e IZID2 et or 10 1 tration B 5 1 s· I s· . M hod ti B" fil : -BMP BF 4 1 Remaining DCV after implementing retention BMPs Partial Retention 2 Infiltration rate from Form 1-9 if partial infiltration is feasible 3 Allowable drawdown time for a11:1.ITegate stora11:e below the underdrain 4 Depth of runoff that can be infiltrated fLine 2 x Line 31 5 A11:11:regate pore space 6 Required depth of !!:ravel below the underdrain fLine 4/ Line 51 7 Assumed surface area of the biofiltration BMP 8 Media retained nore storage 9 Volume retained by BMP ffLine 4 + (Line 12 x Line 8)1/121 x Line 7 10 DCV that requires biofiltration fLine 1 -Line 91 BMP Parameters 11 Surface Pondin11: f6 inch minimum, 12 inch maximuml 12 Media Thickness [ 18 inches minimum], also add mulch layer thickness to this line for sizing calculations 13 Aggregate Storage above underdrain invert (12 inches typical)-use O inches for sizing if the a11:1.ITegate is not over the entire bottom surface area 14 Media available pore space 15 Media filtration rate to be used for sizing (5 in/hr. with no outlet control; if the filtration is controlled bv the outlet, use the outlet controlled rate) Baseline Calculations 16 Allowable Routing Time for sizing 17 Depth filtered during storm f Line 15 x Line 161 18 Deoth of Detention Stora11:e fLine 11 + (Line 12 x Line 14) + (Line 13 x Line 5)1 19 Total Deoth Treated fLine 17 + Line 181 Option 1 -Biofilter 1.5 times the DCV 20 Reauired biofiltered volume fl.5 x Line 101 21 Reauired Footprint fLine 20/ Line 191 x 12 Option 2 -Store 0. 75 of remainin2 DCV in oores and oondin2 22 Required Storage (surface+ nores) Volume f0.75 x Line 101 23 Reauired Footprint fLine 22/ Line 181 x 12 Footprint of the BMP 24 Area draining to the BMP 25 Adjusted Runoff Factor for drainage area (Refer to Aooendix 8.1 and B.2) 26 Minimum BMP Footprint [Line 24 x Line 25 x 0.03] 27 Footprint of the BMP = Maximum(Minimum(Line 21, Line 23), Line 26) 0.59 inches 1742 sf 0.89 unitless 0 cubic-feet 0 cubic-feet 76 cubic-feet 76 cubic-feet -in/hr. -hours 0 inches 0.4 in/in 0 inches 52 SQ-ft 0.1 in/in 9 cubic-feet 67 cubic-feet 10 inches 21 inches 15 inches 0.2 in/in 5 in/hr. 6 hours 30 inches 20.2 inches 50.2 inches 101 cubic-feet 24 so-ft 50 cubic-feet 30 sq-ft 1742 sq-ft 0.89 47 SQ-ft 47 SQ-ft Note: Line 7 is used to estimate the amount of volume retained by the BMP. Update assumed surface area in Line 7 until its equivalent to the reauired biofiltration footprint ( either Line 21 or Line 23) Resort View Preliminary SWQMP October 15, 2019 Calculations for BF-5 W ksh B-2 1 D . C or eet . . es12n apture VI oume-DMAP50 -- I 85th percentile 24-hr storm depth from Fi1rure B.1-1 2 Area tributary to BMP (s) (Imp Area= 1410 sf= 1.000) 3 Area weighted runoff factor ( estimate using Appendix B .1.1 and B.2.1) C=(l .00x0.9)+(0.00x0.30) = 0.90 4 Street trees volume reduction 5 Rain barrels volume reduction 6 Calculate DCV = (C x d x Ax 1/12)-TCV -RCV d= A= C= TCV= RCV= DCV= W ksh t B 5 1 s· I s· . M th d ti e· flit f BMP BF 5 or ee . -. 1mpe IZID2 e 0 or 10 I ra 100 : - I Remaining DCV after implementing retention BMPs Partial Retention 2 Infiltration rate from Form I-9 if partial infiltration is feasible 3 Allowable drawdown time for a1rn:regate storruze below the underdrain 4 Depth of runoff that can be infiltrated (Line 2 x Line 31 5 A1rn·regate pore space 6 ReQuired depth of gravel below the underdrain fLine 4/ Line 51 7 Assumed surface area of the biofiltration BMP 8 Media retained nore storage 9 Volume retained bv BMP HLine 4 + (Line 12 x Line 8)1/121 x Line 7 10 DCV that requires biofiltration fLine 1 -Line 91 BMP Parameters 11 Surface Ponding f6 inch minimum, 12 inch maximuml 12 Media Thickness [18 inches minimum], also add mulch layer thickness to this line for sizing calculations 13 Aggregate Storage above underdrain invert (12 inches typical) -use 0 inches for sizing if the ruzizregate is not over the entire bottom surface area 14 Media available pore space 15 Media filtration rate to be used for sizing (5 in/hr. with no outlet control; if the filtration is controlled by the outlet, use the outlet controlled rate) Baseline Calculations 16 Allowable Routing Time for sizing 17 Depth filtered during storm f Line 15 x Line 161 18 Depth of Detention Storage fLine 11 + (Line 12 x Line 14) + (Line 13 x Line 5)1 19 Total Depth Treated fLine 17 + Line 181 Option 1 -Biofilter 1.5 times the DCV 20 Reauired biofiltered volume n.5 x Line 101 21 Reauired Footprint fLine 20/ Line 191 x 12 Option 2 -Store 0. 75 of remainin2 DCV in nores and pondin2 22 ReQuired Storage (surface+ oores) Volume ro.75 x Line 101 23 Reauired Footprint fLine 22/ Line 181 x 12 Footprint of the BMP 24 Area draining to the BMP 25 Adjusted Runoff Factor for drainage area (Refer to Aooendix B.1 and B.2} 26 Minimum BMP Footprint [Line 24 x Line 25 x 0.031 27 Footprint of the BMP = Maximum(Minimum(Line 21, Line 23), Line 26) 0.59 inches 1410 sf 0.90 unitless 0 cubic-feet 0 cubic-feet 62 cubic-feet 62 cubic-feet -in/hr. -hours 0 inches 0.4 in/in 0 inches 48 sa-ft 0.1 in/in 8 cubic-feet 54 cubic-feet 10 inches 21 inches 15 inches 0.2 in/in 5 in/hr. 6 hours 30 inches 20.2 inches 50.2 inches 81 cubic-feet 19 SQ-ft 41 cubic-feet 24 sq-ft 1410 sq-ft 0.90 38 sq-ft 38 sq-ft Note: Line 7 is used to estimate the amount of volume retained by the BMP. Update assumed surface area in Line 7 until its equivalent to the required biofiltration footprint (either Line 21 or Line 23) (' ' Resort View Preliminary SWQMP October 15, 2019 Storage Tank Sizing: Detention structure is an R-tank designed to meet the hydromodification requirements for the project. R-Tanks have 95% open storage area. Width= 10' Length= 140' Height to the top of overflow riser= 4.08' Total storage capacity (@top of the overflow riser) =0.95 x 10' x 140'x 4.08' = 5426 cf The tank outlet flowrate will be controlled by a 0.4" diameter orifice at the bottom of the outflow riser and a 10" high by 2" wide slot at the top of the riser. The storage tank is sized for flow control for hydromodification mitigation. The SDHM3 .1 software from Clearcreek Solutions is used to verify the sizing of the storage tank. See attachment 2d. The following table is from the SDHM3.l program result and shows the relationship between volume of water stored and the outflow discharge. STAGE STORAGE STORAGE DISCHARGE (FT} (AC-FT} (CF} (CFS} 0.00 0.000000 0 0.0000 0.05 0.001442 63 0.0009 0.09 0.002884 126 0.0013 0.14 0.004325 188 0.0016 0.19 0.005767 251 0.0019 0.24 0.007209 314 0.0021 0.28 0.008651 377 0.0023 0.33 0.010093 440 0.0025 0.38 0.011535 502 0.0027 0.43 0.012976 565 0.0028 0.47 0.014418 628 0.0030 0.52 0.015860 691 0.0031 0.57 0.017302 754 0.0033 0.61 0.018744 816 0.0034 0.66 0.020185 879 0.0035 0.71 0.021627 942 0.0037 0.76 0.023069 1005 0.0038 0.80 0.024511 1068 0.0039 0.85 0.025953 1131 0.0040 0.90 0.027395 1193 0.0041 0.94 0.028836 1256 0.0042 0.99 0.030278 1319 0.0043 1.04 0.031720 1382 0.0044 1.09 0.033162 1445 0.0045 1.13 0.034604 1507 0.0046 The depth of storage for a DCV of 1487 cf is 1.12 feet. The average depth of water during discharge will be 1.12'/2 = 0.56'. The discharge rate for this depth is 0.0033 cfs. The drawdown time will be approximately 1487 cf/(0.0033 cfs x 3600 sec/hr)= 125 hrs Resort View Preliminary SWQMP October 15, 2019 ATTACHMENT 2 BACKUP FOR PDP HYDROMODIFICATION CONTROL MEASURES [This is the cover sheet for Attachment 2.] Indicate which Items are Included behind this cover sheet: Attachment Contents Checklist Sequence Attachment 2a Hydromodification Management _;!__ Included -Combined with Exhibit (Required) Attachment 1 b See Hydromodification Management Exhibit Checklist on the back of this Attachment 2b Management of Critical Coarse _;!__ Exhibit showing project Sediment Yield Areas (V'JMAA Exhibit drainage boundaries marked on is required. Additional analyses are WMAA Critical Coarse Sediment optional) Yield Area Map (Required) See Section 6.2 of the BMP Design Optional analyses for Critical Coarse Manual. Sediment Yield Area Determination _ 6.2.1 Verification of Geomorphic Landscape Units Onsite _6.2.2 Downstream Systems Sensitivity to Coarse Sediment _ 6.2.3 Optional Additional Analysis of Potential Critical Coarse Sediment Yield Areas Onsite Attachment 2c Geomorphic Assessment of Receiving {__ Not performed Channels (Optional) Included - See Section 6.3.4 of the BMP Design Manual. Attachment 2d Flow Control Facility Design _;!__ Included and Structural BMP Drawdown Calculations (Required) See Chapter 6 and Appendix G of the BMP Design Manual Resort View Preliminary SWQMP October 15, 2019 Use this checklist to ensure the required infonnation has been included on the Hydromodification Management Exhibit: The Hydromodification Management Exhibit must identify: _ Underlying hydrologic soil group _ Approximate depth to groundwater _ Existing natural hydrologic features (watercourses, seeps, springs, wetlands) _ Critical coarse sediment yield areas to be protected (if present) _ Existing topography _ Existing and proposed site drainage network and connections to drainage offsite _ Proposed grading _ Proposed impervious features _ Proposed design features and surface treatments used to minimize imperviousness _ Point(s) of Compliance (POC) for Hydromodification Management _ Existing and proposed drainage boundary and drainage area to each POC (when necessary, create separate exhibits for pre-development and post-project conditions) _ Structural BMPs for hydromodification management (identify location, type of BMP, and size/detail) Le-d Watenhed lovndatles V Munlclpal loundartes --llv•rs &. Streams -1eg1ona1 WMAA Sfteams Potential Critical Coarse Sediment Yield Areas Carlsbad Watershed -HU 904.00, 211 ml2 Resort View SWQMP Attachment 2b -Management of Crit ical Coarse Sediment Yield Areas -· 25 so 100 150 Geosyntec<> • Exhlbtt Date: Sept. 8, 2014 consultams Resort View Preliminary SWQMP ATTACHMENT 2d SDHM3.1 PROJECT REPORT Tank Volume Note: R-Tank Volume adjusted for 95% Void Area per table below. In calculations width of tank was reduced by 5% to 9.5 feet. Tank Area = LO' x 140' = 1400 sf Tank Height to top of riser = 4.08' Volume = 0.95 x 4.08' x 1400sf= 5,426 cf hem Description Void Area Voll.Imo avail Ible for water siorage Surf-Area Void % of exterior availableforinfiltration Compressive ASTM D 2412 / ASTM F 2418 Strength Unit Weight Weight of plastic per wbic foot of tank Rib Thickness Thickness d load-bea-ing members Service Safe lefl1)erature range for w,e Temperature Recycled Content Use of recycled pofypropyleoa Minimum Cover Cover roqulred for HS-20 loading ·Minimum Cover Cover roqulred for HS-25 loading Maxlmi.m Cover Maximum ;tUowable rover depth 95% 90% 30.0psi 3.29 lbslcf 0.18 incites •14 • 167" F 100",1, Green SpaceOnly Green Space Only 35• 95% 95% 90% 90¾ 90% 9-0"4 33.4psi 42.9psi 320 psr 3.62 l>s/cf 3.961ls/cf 7.551bs/d 0.18inches 0.18inclles -14 • 167° F -14 -167°F ·14 • 185° F 100o/o 100'% 100% .20" 18* 6. 24" 18" 6" 6.99' 9.99' 16.7" C C Resort View Preliminary SWQMP General Model Information Project Name: Resort View 2 Site Name: Resort View Site Address: 7511 Viejo Castilla City: Carlsbad Report Date: 8/14/2019 Gage: BONITA Data Start: 10/01/1971 Data End: 09/30/2004 Timestep: Hourly Precip Scale: 1.000 Version Date: 2019/06/06 POC Thresholds Low Flow Threshold for POC1: High Flow Threshold for POC1: Resort View 2 10 Percent of the 2 Year 10 Year 8/14/2019 8:08:36 AM ATTACHMENT 2d Page 2 Resort View Preliminary SWQMP ATTACHMENT 2d Landuse Basin Data C Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre D,NatVeg,Moderate 0.688 D,NatVeg,Steep 0.17 Pervious Total 0.858 Impervious Land Use acre Impervious Total 0 Basin Total 0.858 Element Flows To: Surface lnterflow Groundwater C C: Resort View 2 8/14/2019 8:08:36 AM Page3 Resort View Preliminary SWQMP ATTACHMENT 2d Mitigated Land Use C DMA-P-10 Bypass: No Groundwater: No Pervious Land Use acre D, Urban, Flat 0.051 Pervious Total 0.051 Impervious Land Use acre IMPERVIOUS-FLAT 0.237 Impervious Total 0.237 Basin Total 0.288 Element Flows To: Surface lnterflow Groundwater Surface BF-1 Surface BF-1 Resort View 2 8/14/2019 8:08:36 AM Page4 Resort View Preliminary SWQMP ATTACHMENT 2d DMA-P-20 Bypass: No Groundwater: No Pervious Land Use acre D, Urban, Flat 0.049 Pervious Total 0.049 Impervious Land Use acre IMPERVIOUS-FLAT 0.39 Impervious Total 0.39 Basin Total 0.439 Element Flows To: Surface lnterflow Groundwater Surface BF-2 Surface BF-2 C Resort View 2 8/14/2019 8:08:36 AM Page 5 Resort View Preliminary SWQMP ATTACHMENT 2d DMA-P-30 Bypass: No c-Groundwater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre IMPERVIOUS-FLAT 0.033 Impervious Total 0.033 Basin Total 0.033 Element Flows To: Surface lnterflow Groundwater Surface BF-3 Surface BF-3 ( Resort View 2 8/14/2019 8:08:36 AM Page6 Resort View Preliminary SWQMP ATTACHMENT 2d DMA-P-40 Bypass: No GroundWater: No Pervious Land Use acre D,Urban,Flat 0.001 Pervious Total 0.001 Impervious Land Use acre IMPERVIOUS-FLAT 0.038 Impervious Total 0.038 Basin Total 0.039 Element Flows To: Surface lnterflow Groundwater Surface BF-4 Surface BF-4 ( r .... Resort View 2 8/14/2019 8:08:36 AM Page 7 Resort View Preliminary SWQMP ATTACHMENT 2d DMA-P-50 Bypass: No C GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre IMPERVIOUS-FLAT 0.032 Impervious Total 0.032 Basin Total 0.032 Element Flows To: Surface lnterflow Groundwater Surface BF-5 Surface BF-5 C Resort View 2 8/14/2019 8:08:36 AM Page 8 r C Resort View Preliminary SWQMP Routing Elements Predeveloped Routing Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:36 AM Page 9 C Resort View Preliminary SWQMP Mitigated Routing R-TANK (95% Void Ratio) Width: 9.5ft. Length: 140 ft. Depth: 4.25 ft. Discharge Structure Riser Height: Riser Diameter: Notch Type: Notch Width: Notch Height: Orifice 1 Diameter: Element Flows To: 4.08 ft. 12 in. Rectangular 0.170 ft. 0.830 ft. 0.4 in. Elevation:0 ft. Outlet 1 Outlet 2 Vault Hydraulic Table Stage(feet) 0.0000 0.0472 0.0944 0.1417 0.1889 0.2361 0.2833 0.3306 0.3778 0.4250 0.4722 0.5194 0.5667 0.6139 0.6611 0.7083 0.7556 0.8028 0.8500 0.8972 0.9444 0.9917 1.0389 1.0861 1.1333 1.1806 1.2278 1.2750 1.3222 1.3694 1.4167 1.4639 1.5111 1.5583 1.6056 1.6528 1.7000 Resort View 2 Area(ac.) 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.000 0.000 0.000 0.001 0.000 0.000 0.002 0.001 0.000 0.004 0.001 0.000 0.005 0.001 0.000 0.007 0.002 0.000 0.008 0.002 0.000 0.010 0.002 0.000 0.011 0.002 0.000 0.013 0.002 0.000 0.014 0.003 0.000 0.015 0.003 0.000 0.017 0.003 0.000 0.018 0.003 0.000 0.020 0.003 0.000 0.021 0.003 0.000 0.023 0.003 0.000 0.024 0.003 0.000 0.026 0.004 0.000 0.027 0.004 0.000 0.028 0.004 0.000 0.030 0.004 0.000 0.031 0.004 0.000 0.033 0.004 0.000 0.034 0.004 0.000 0.036 0.004 0.000 0.037 0.004 0.000 0.038 0.004 0.000 0.040 0.005 0.000 0.041 0.005 0.000 0.043 0.005 0.000 0.044 0.005 0.000 0.046 0.005 0.000 0.047 0.005 0.000 0.049 0.005 0.000 0.050 0.005 0.000 0.051 0.005 0.000 8/14/2019 8:08:36 AM ATTACHMENT 2d Page 10 Resort View Preliminary SWQMP ATTACHMENT 2d 1.7472 0.030 0.053 0.005 0.000 1.7944 0.030 0.054 0.005 0.000 C 1.8417 0.030 0.056 0.005 0.000 1.8889 0.030 0.057 0.006 0.000 1.9361 0.030 0.059 0.006 0.000 1.9833 0.030 0.060 0.006 0.000 2.0306 0.030 0.062 0.006 0.000 2.0778 0.030 0.063 0.006 0.000 2.1250 0.030 0.064 0.006 0.000 2.1722 0.030 0.066 0.006 0.000 2.2194 0.030 0.067 0.006 0.000 2.2667 0.030 0.069 0.006 0.000 2.3139 0.030 0.070 0.006 0.000 2.3611 0.030 0.072 0.006 0.000 2.4083 0.030 0.073 0.006 0.000 2.4556 0.030 0.075 0.006 0.000 2.5028 0.030 0.076 0.006 0.000 2.5500 0.030 0.077 0.006 0.000 2.5972 0.030 0.079 0.007 0.000 2.6444 0.030 0.080 0.007 0.000 2.6917 0.030 0.082 0.007 0.000 2.7389 0.030 0.083 0.007 0.000 2.7861 0.030 0.085 0.007 0.000 2.8333 0.030 0.086 0.007 0.000 2.8806 0.030 0.088 0.007 0.000 2.9278 0.030 0.089 0.007 0.000 2.9750 0.030 0.090 0.007 0.000 3.0222 0.030 0.092 0.007 0.000 3.0694 0.030 0.093 0.007 0.000 c· 3.1167 0.030 0.095 0.007 0.000 3.1639 0.030 0.096 0.007 0.000 3.2111 0.030 0.098 0.007 0.000 3.2583 0.030 0.099 0.008 0.000 3.3056 0.030 0.100 0.015 0.000 3.3528 0.030 0.102 0.026 0.000 3.4000 0.030 0.103 0.039 0.000 3.4472 0.030 0.105 0.055 0.000 3.4944 0.030 0.106 0.073 0.000 3.5417 0.030 0.108 0.092 0.000 3.5889 0.030 0.109 0.112 0.000 3.6361 0.030 0.111 0.133 0.000 3.6833 0.030 0.112 0.155 0.000 3.7306 0.030 0.113 0.178 0.000 3.7778 0.030 0.115 0.202 0.000 3.8250 0.030 0.116 0.226 0.000 3.8722 0.030 0.118 0.251 0.000 3.9194 0.030 0.119 0.277 0.000 3.9667 0.030 0.121 0.302 0.000 4.0139 0.030 0.122 0.328 0.000 4.0611 0.030 0.124 0.355 0.000 4.1083 0.030 0.125 0.416 0.000 4.1556 0.030 0.126 0.585 0.000 4.2028 0.030 0.128 0.817 0.000 4.2500 0.030 0.129 1.089 0.000 4.2972 0.030 0.131 1.380 0.000 C 4.3444 0.000 0.000 1.670 0.000 Resort View 2 8/14/2019 8:08:36 AM Page 11 Resort View Preliminary SWQMP ATTACHMENT 2d BF-1 Bottom Length: 39.40 ft. C Bottom Width: 10.00 ft. Material thickness of first layer: 0.25 Material type for first layer: Mulch Material thickness of second layer: 1.5 Material type for second layer: ESM Material thickness of third layer: 1.75 Material type for third layer: GRAVEL Underdrain used Underdrain Diameter (feet): 0.5 Orifice Diameter (in.): 6 Offset (in.): 6 Flow Through Underdrain (ac-ft.): 4.148 Total Outflow (ac-ft.): 4.159 Percent Through Underdrain: 99.73 Discharge Structure Riser Height: 0.83 ft. Riser Diameter: 30 in. Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ratio) Biofilter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.0000 0.0090 0.0000 0.0000 0.0000 c· 0.0531 0.0090 0.0001 0.0000 0.0000 0.1062 0.0090 0.0003 0.0000 0.0000 0.1592 0.0090 0.0004 0.0000 0.0000 0.2123 0.0090 0.0006 0.0000 0.0000 0.2654 0.0090 0.0007 0.0000 0.0000 0.3185 0.0090 0.0009 0.0000 0.0000 0.3715 0.0090 0.0010 0.0000 0.0000 0.4246 0.0090 0.0012 0.0000 0.0000 0.4777 0.0090 0.0013 0.0000 0.0000 0.5308 0.0090 0.0014 0.0000 0.0000 0.5838 0.0090 0.0016 0.0000 0.0000 0.6369 0.0090 0.0017 0.0000 0.0000 0.6900 0.0090 0.0019 0.0000 0.0000 0.7431 0.0090 0.0020 0.0000 0.0000 0.7962 0.0090 0.0022 0.0000 0.0000 0.8492 0.0090 0.0023 0.0000 0.0000 0.9023 0.0090 0.0024 0.0000 0.0000 0.9554 0.0090 0.0026 0.0000 0.0000 1.0085 0.0090 0.0027 0.0000 0.0000 1.0615 0.0090 0.0029 0.0000 0.0000 1.1146 0.0090 0.0030 0.0000 0.0000 1.1677 0.0090 0.0032 0.0000 0.0000 1.2208 0.0090 0.0033 0.0000 0.0000 1.2738 0.0090 0.0035 0.0000 0.0000 1.3269 0.0090 0.0036 0.0000 0.0000 1.3800 0.0090 0.0037 0.0000 0.0000 1.4331 0.0090 0.0039 0.0000 0.0000 (~ 1.4862 0.0090 0.0040 0.0000 0.0000 1.5392 0.0090 0.0042 0.0000 0.0000 1.5923 0.0090 0.0043 0.0000 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 12 C Resort View Preliminary SWQMP ATTACHMENT 2d 1.6454 0.0090 0.0045 1 .6985 0.0090 0.0046 1.7515 0.0090 0.0048 1 .8046 0.0090 0.0050 1.8577 0.0090 0.0052 1.9108 0.0090 0.0054 1.9638 0.0090 0.0056 2.0169 0.0090 0.0058 2.0700 0.0090 0.0060 2.1231 0.0090 0.0062 2.1762 0.0090 0.0064 2.2292 0.0090 0.0066 2.2823 0.0090 0.0068 2.3354 0.0090 0.0070 2.3885 0.0090 0.0072 2.4415 0.0090 0.0074 2.4946 0.0090 0.0076 2.5477 0.0090 0.0078 2.6008 0.0090 0.0080 2.6538 0.0090 0.0082 2. 7069 0.0090 0.0084 2. 7600 0.0090 0.0086 2.8131 0.0090 0.0088 2.8662 0.0090 0.0090 2.9192 0.0090 0.0092 2.9723 0.0090 0.0094 3.0254 0.0090 0.0096 3.0785 0.0090 0.0098 3.1315 0.0090 0.0100 3.1846 0.0090 0.0102 3.2377 0.0090 0.0104 3.2908 0.0090 0.0106 3.3438 0.0090 0.0108 3.3969 0.0090 0.0110 3.4500 0.0090 0.0112 3.5000 0.0090 0.0114 Biofilter Hydraulic Table 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0784 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)lnfilt(cfs) 3.5000 0.0090 0.0114 0.0000 0.0456 0.0000 3.5531 0.0090 0.0119 0.0000 0.0456 0.0000 3.6062 0.0090 0.0123 0.0000 0.0564 0.0000 3.6592 0.0090 0.0128 0.0000 0.0580 0.0000 3. 7123 0.0090 0.0133 0.0000 0.0597 0.0000 3. 7654 0.0090 0.0138 0.0000 0.0613 0.0000 3.8185 0.0090 0.0143 0.0000 0.0629 0.0000 3.8715 0.0090 0.0147 0.0000 0.0645 0.0000 3.9246 0.0090 0.0152 0.0000 0.0661 0.0000 3.9777 0.0090 0.0157 0.0000 0.0677 0.0000 4.0308 0.0090 0.0162 0.0000 0.0693 0.0000 4.0838 0.0090 0.0167 0.0000 0.0710 0.0000 4.1369 0.0090 0.0171 0.0000 0.0726 0.0000 4.1900 0.0090 0.0176 0.0000 0.0742 0.0000 4.2431 0.0090 0.0181 0.0000 0.0758 0.0000 4.2962 0.0090 0.0186 0.0000 0.0774 0.0000 4.3492 0.0090 0.0191 0.0708 0.0790 0.0000 4.4023 0.0090 0.0195 0.5156 0.0806 0.0000 4.4554 0.0090 0.0200 1.1763 0.0822 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 13 Resort View Preliminary SWQMP 4.5085 0.0090 0.0205 4.5615 0.0090 0.0210 4.6146 0.0090 0.0215 4.6677 0.0090 0.0219 4. 7208 0.0090 0.0224 4. 7738 0.0090 0.0229 4.8269 0.0090 0.0234 4.8300 0.0090 0.0234 Resort View 2 1.9946 2.9409 3.9933 5.1330 6.3419 7.6018 8.8942 10.200 0.0839 0.0855 0.0871 0.0887 0.0903 0.0919 0.0935 0.0936 8/14/2019 8:08:36 AM ATTACHMENT 2d 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 14 C ,.... l. Resort View Preliminary SWQMP Surface BF-1 Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Rat16)1 Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:36 AM Page 15 Resort View Preliminary SWQMP BF-2 Bottom Length: Bottom Width: Material thickness of first layer: Material type for first layer: Material thickness of second layer: 153.00 ft. 4.00 ft. 0.25 Mulch 1.5 Material type for second layer: Material thickness of third layer: Material type for third layer: Underdrain used Underdrain Diameter (feet): Orifice Diameter (in.): Offset (in.): ESM 1.75 GRAVEL 0.5 6 6 Flow Through Underdrain (ac-ft.): 6.729 6.752 99.66 Total Outflow (ac-ft.): Percent Through Underdrain: Discharge Structure Riser Height: 0.83 ft. Riser Diameter: 30 in. Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ratio) Biofilter Hydraulic Table Stage(feet) 0.0000 0.0531 0.1062 0.1592 0.2123 0.2654 0.3185 0.3715 0.4246 0.4777 0.5308 0.5838 0.6369 0.6900 0.7431 0.7962 0.8492 0.9023 0.9554 1.0085 1.0615 1.1146 1.1677 1.2208 1.2738 1.3269 1.3800 1.4331 1.4862 1.5392 1.5923 Resort View 2 Area(ac.) 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140 Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000 0.0004 0.0000 0.0000 0.0007 0.0000 0.0000 0.0009 0.0000 0.0000 0.0011 0.0000 0.0000 0.0013 0.0000 0.0000 0.0016 0.0000 0.0000 0.0018 0.0000 0.0000 0.0020 0.0000 0.0000 0.0022 0.0000 0.0000 0.0025 0.0000 0.0000 0.0027 0.0000 0.0000 0.0029 0.0000 0.0000 0.0031 0.0000 0.0000 0.0034 0.0000 0.0000 0.0036 0.0000 0.0000 0.0038 0.0000 0.0000 0.0040 0.0000 0.0000 0.0043 0.0000 0.0000 0.0045 0.0000 0.0000 0.0047 0.0000 0.0000 0.0049 0.0000 0.0000 0.0051 0.0000 0.0000 0.0054 0.0000 0.0000 0.0056 0.0000 0.0000 0.0058 0.0000 0.0000 0.0060 0.0000 0.0000 0.0063 0.0000 0.0000 0.0065 0.0000 0.0000 0.0067 0.0000 0.0000 8/14/2019 8:08:36 AM ATTACHMENT 2d Page 16 C C Resort View Preliminary SWQMP ATTACHMENT 2d 1.6454 0.0140 0.0069 1.6985 0.0140 0.0072 1.7515 0.0140 0.0075 1.8046 0.0140 0.0078 1.8577 0.0140 0.0081 1.9108 0.0140 0.0084 1.9638 0.0140 0.0087 2.0169 0.0140 0.0090 2.0700 0.0140 0.0093 2.1231 0.0140 0.0096 2.1762 0.0140 0.0099 2.2292 0.0140 0.0103 2.2823 0.0140 0.0106 2.3354 0.0140 0.0109 2.3885 0.0140 0.0112 2.4415 0.0140 0.0115 2.4946 0.0140 0.0118 2.5477 0.0140 0.0121 2.6008 0.0140 0.0124 2.6538 0.0140 0.0127 2.7069 0.0140 0.0130 2.7600 0.0140 0.0133 2.8131 0.0140 0.0137 2.8662 0.0140 0.0140 2.9192 0.0140 0.0143 2.9723 0.0140 0.0146 3.0254 0.0140 0.0149 3.0785 0.0140 0.0152 3.1315 0.0140 0.0155 3.1846 0.0140 0.0158 3.2377 0.0140 0.0161 3.2908 0.0140 0.0164 3.3438 0.0140 0.0168 3.3969 0.0140 0.0171 3.4500 0.0140 0.0174 3.5000 0.0140 0.0177 Biofilter Hydraulic Table 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.1218 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)lnfilt(cfs) 3.5000 0.0140 0.0177 0.0000 0.0708 0.0000 3.5531 0.0140 0.0184 0.0000 0.0708 0.0000 3.6062 0.0140 0.0192 0.0000 0.0877 0.0000 3.6592 0.0140 0.0199 0.0000 0.0902 0.0000 3.7123 0.0140 0.0206 0.0000 0.0927 0.0000 3.7654 0.0140 0.0214 0.0000 0.0952 0.0000 3.8185 0.0140 0.0221 0.0000 0.0977 0.0000 3.8715 0.0140 0.0229 0.0000 0.1002 0.0000 3.9246 0.0140 0.0236 0.0000 0.1027 0.0000 3.9777 0.0140 0.0244 0.0000 0.1052 0.0000 4.0308 0.0140 0.0251 0.0000 0.1077 0.0000 4.0838 0.0140 0.0259 0.0000 0.1102 0.0000 4.1369 0.0140 0.0266 0.0000 0.1127 0.0000 4.1900 0.0140 0.0274 0.0000 0.1152 0.0000 4.2431 0.0140 0.0281 0.0000 0.1177 0.0000 4.2962 0.0140 0.0288 0.0000 0.1202 0.0000 4.3492 0.0140 0.0296 0.0708 0.1227 0.0000 4.4023 0.0140 0.0303 0.5156 0.1252 0.0000 4.4554 0.0140 0.0311 1.1763 0.1278 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 17 Resort View Preliminary SWQMP 4.5085 0.0140 0.0318 4.5615 0.0140 0.0326 C 4.6146 0.0140 0.0333 4.6677 0.0140 0.0341 4.7208 0.0140 0.0348 4.7738 0.0140 0.0356 4.8269 0.0140 0.0363 4.8300 0.0140 0.0363 C Resort View 2 1.9946 2.9409 3.9933 5.1330 6.3419 7.6018 8.8942 10.200 0.1303 0.1328 0.1353 0.1378 0.1403 0.1428 0.1453 0.1454 8/14/2019 8:08:36 AM ATTACHMENT 2d 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 18 C ( Resort View Preliminary SWQMP Surface BF-2 Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ra86)2 Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:36 AM Page 19 Resort View Preliminary SWQMP A TT AC HM ENT 2d BF-3 Bottom Length: 12.00 ft. """"' Bottom Width: 4.00 ft. \._ Material thickness of first layer: 0.25 Material type for first layer: Mulch Material thickness of second layer: 1.5 Material type for second layer: ESM Material thickness of third layer: 1.75 Material type for third layer: GRAVEL Underdrain used Underdrain Diameter (feet): 0.5 Orifice Diameter (in.): 6 Offset (in.): 6 Flow Through Underdrain (ac-ft.): 0.552 Total Outflow (ac-ft.): 0.555 Percent Through Underdrain: 99.5 Discharge Structure Riser Height: 0.83 ft. Riser Diameter: 30 in. Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ratio) Biofilter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.0000 0.0011 0.0000 0.0000 0.0000 c·-0.0531 0.0011 0.0000 0.0000 0.0000 0.1062 0.0011 0.0000 0.0000 0.0000 0.1592 0.0011 0.0001 0.0000 0.0000 0.2123 0.0011 0.0001 0.0000 0.0000 0.2654 0.0011 0.0001 0.0000 0.0000 0.3185 0.0011 0.0001 0.0000 0.0000 0.3715 0.0011 0.0001 0.0000 0.0000 0.4246 0.0011 0.0001 0.0000 0.0000 0.4777 0.0011 0.0002 0.0000 0.0000 0.5308 0.0011 0.0002 0.0000 0.0000 0.5838 0.0011 0.0002 0.0000 0.0000 0.6369 0.0011 0.0002 0.0000 0.0000 0.6900 0.0011 0.0002 0.0000 0.0000 0.7431 0.0011 0.0002 0.0000 0.0000 0.7962 0.0011 0.0003 0.0000 0.0000 0.8492 0.0011 0.0003 0.0000 0.0000 0.9023 0.0011 0.0003 0.0000 0.0000 0.9554 0.0011 0.0003 0.0000 0.0000 1.0085 0.0011 0.0003 0.0000 0.0000 1.0615 0.0011 0.0004 0.0000 0.0000 1.1146 0.0011 0.0004 0.0000 0.0000 1.1677 0.0011 0.0004 0.0000 0.0000 1.2208 0.0011 0.0004 0.0000 0.0000 1.2738 0.0011 0.0004 0.0000 0.0000 1.3269 0.0011 0.0004 0.0000 0.0000 1.3800 0.0011 0.0005 0.0000 0.0000 1.4331 0.0011 0.0005 0.0000 0.0000 r 1.4862 0.0011 0.0005 0.0000 0.0000 "" 1.5392 0.0011 0.0005 0.0000 0.0000 1.5923 0.0011 0.0005 0.0000 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 20 C Resort View Preliminary SWQMP ATTACHMENT 2d 1.6454 0.0011 0.0005 1.6985 0.0011 0.0006 1.7515 0.0011 0.0006 1.8046 0.0011 0.0006 1.8577 0.0011 0.0006 1.9108 0.0011 0.0007 1.9638 0.0011 0.0007 2.0169 0.0011 0.0007 2.0700 0.0011 0.0007 2.1231 0.0011 0.0008 2.1762 0.0011 0.0008 2.2292 0.0011 0.0008 2.2823 0.0011 0.0008 2.3354 0.0011 0.0009 2.3885 0.0011 0.0009 2.4415 0.0011 0.0009 2.4946 0.0011 0.0009 2.5477 0.0011 0.0009 2.6008 0.0011 0.0010 2.6538 0.0011 0.0010 2. 7069 0.0011 0.0010 2.7600 0.0011 0.0010 2.8131 0.0011 0.0011 2.8662 0.0011 0.0011 2.9192 0.0011 0.0011 2.9723 0.0011 0.0011 3.0254 0.0011 0.0012 3.0785 0.0011 0.0012 3.1315 0.0011 0.0012 3.1846 0.0011 0.0012 3.2377 0.0011 0.0013 3.2908 0.0011 0.0013 3.3438 0.0011 0.0013 3.3969 0.0011 0.0013 3.4500 0.0011 0.0014 3.5000 0.0011 0.0014 Biofilter Hydraulic Table 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)lnfilt(cfs) 3.5000 0.001102 0.001385 0.0000 0.0056 0.0000 3.5531 0.0011020.001444 0.0000 0.0056 0.0000 3.6062 0.001102 0.001502 0.0000 0.0069 0.0000 3.6592 0.0011020.001561 0.0000 0.0071 0.0000 3. 7123 0.001102 0.001619 0.0000 0.0073 0.0000 3. 7654 0.001102 0.001678 0.0000 0.0075 0.0000 3.8185 0.0011020.001736 0.0000 0.0077 0.0000 3.8715 0.001102 0.001795 0.0000 0.0079 0.0000 3.9246 0.0011020.001853 0.0000 0.0081 0.0000 3.9777 0.001102 0.001912 0.0000 0.0083 0.0000 4.0308 0.0011020.001970 0.0000 0.0084 0.0000 4.0838 0.001102 0.002029 0.0000 0.0086 0.0000 4.1369 0.0011020.002087 0.0000 0.0088 0.0000 4.1900 0.0011020.002146 0.0000 0.0090 0.0000 4.2431 0.0011020.002204 0.0000 0.0092 0.0000 4.2962 0.001102 0.002263 0.0000 0.0094 0.0000 4.3492 0.0011020.002321 0.0708 0.0096 0.0000 4.4023 0.001102 0.002380 0.5156 0.0098 0.0000 4.4554 0.001102 0.002438 1.1763 0.0100 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 21 Resort View Preliminary SWQMP 4.5085 0.0011020.002497 4.5615 0.001102 0.002555 4.6146 0.0011020.002614 4.6677 0.001102 0.002672 4.7208 0.0011020.002731 4.7738 0.0011020.002789 4.8269 0.0011020.002847 4.8300 0.001102 0.002851 Resort View 2 1.9946 2.9409 3.9933 5.1330 6.3419 7.6018 8.8942 10.200 0.0102 0.0104 0.0106 0.0108 0.0110 0.0112 0.0114 0.0114 8/14/2019 8:08:36 AM ATTACHMENT 2d 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 22 C c· Resort View Preliminary SWQMP Surface BF-3 Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void RatJ6}3 Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:36 AM Page 23 Resort View Preliminary SWQMP ATTACHMENT 2d BF-4 Bottom Length: 13.00 ft. C Bottom Width: 4.00 ft. Material thickness of first layer: 0.25 Material type for first layer: Mulch Material thickness of second layer: 1.5 Material type for second layer: ESM Material thickness of third layer: 1.75 Material type for third layer: GRAVEL Underdrain used Underdrain Diameter (feet): 0.5 Orifice Diameter (in.): 6 Offset (in.): 6 Flow Through Underdrain (ac-ft.): 0.643 Total Outflow (ac-ft.): 0.647 Percent Through Underdrain: 99.45 Discharge Structure Riser Height: 0.83 ft. Riser Diameter: 30 in. Element Flows To: Outlet 1 Outlet 2 R-TANK {95% Void Ratio) Biofilter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.0000 0.0012 0.0000 0.0000 0.0000 c-0.0531 0.0012 0.0000 0.0000 0.0000 0.1062 0.0012 0.0000 0.0000 0.0000 0.1592 0.0012 0.0001 0.0000 0.0000 0.2123 0.0012 0.0001 0.0000 0.0000 0.2654 0.0012 0.0001 0.0000 0.0000 0.3185 0.0012 0.0001 0.0000 0.0000 0.3715 0.0012 0.0001 0.0000 0.0000 0.4246 0.0012 0.0002 0.0000 0.0000 0.4777 0.0012 0.0002 0.0000 0.0000 0.5308 0.0012 0.0002 0.0000 0.0000 0.5838 0.0012 0.0002 0.0000 0.0000 0.6369 0.0012 0.0002 0.0000 0.0000 0.6900 0.0012 0.0002 0.0000 0.0000 0.7431 0.0012 0.0003 0.0000 0.0000 0.7962 0.0012 0.0003 0.0000 0.0000 0.8492 0.0012 0.0003 0.0000 0.0000 0.9023 0.0012 0.0003 0.0000 0.0000 0.9554 0.0012 0.0003 0.0000 0.0000 1.0085 0.0012 0.0004 0.0000 0.0000 1.0615 0.0012 0.0004 0.0000 0.0000 1.1146 0.0012 0.0004 0.0000 0.0000 1.1677 0.0012 0.0004 0.0000 0.0000 1.2208 0.0012 0.0004 0.0000 0.0000 1.2738 0.0012 0.0005 0.0000 0.0000 1.3269 0.0012 0.0005 0.0000 0.0000 1.3800 0.0012 0.0005 0.0000 0.0000 1.4331 0.0012 0.0005 0.0000 0.0000 C 1.4862 0.0012 0.0005 0.0000 0.0000 1.5392 0.0012 0.0006 0.0000 0.0000 1.5923 0.0012 0.0006 0.0000 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 24 C C Resort View Preliminary SWQMP ATTACHMENT 2d 1.6454 0.0012 0.0006 1.6985 0.0012 0.0006 1.7515 0.0012 0.0006 1.8046 0.0012 0.0007 1.8577 0.0012 0.0007 1.9108 0.0012 0.0007 1.9638 0.0012 0.0007 2.0169 0.0012 0.0008 2.0700 0.0012 0.0008 2.1231 0.0012 0.0008 2.1762 0.0012 0.0008 2.2292 0.0012 0.0009 2.2823 0.0012 0.0009 2.3354 0.0012 0.0009 2.3885 0.0012 0.0010 2.4415 0.0012 0.0010 2.4946 0.0012 0.0010 2.5477 0.0012 0.0010 2.6008 0.0012 0.0011 2.6538 0.0012 0.0011 2. 7069 0.0012 0.0011 2. 7600 0.0012 0.0011 2.8131 0.0012 0.0012 2.8662 0.0012 0.0012 2.9192 0.0012 0.0012 2.9723 0.0012 0.0012 3.0254 0.0012 0.0013 3.0785 0.0012 0.0013 3.1315 0.0012 0.0013 3.1846 0.0012 0.0013 3.2377 0.0012 0.0014 3.2908 0.0012 0.0014 3.3438 0.0012 0.0014 3.3969 0.0012 0.0014 3.4500 0.0012 0.0015 3.5000 0.0012 0.0015 Biofilter Hydraulic Table 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)lnfilt(cfs) 3.5000 0.0011940.001501 0.0000 0.0060 0.0000 3.5531 0.0011940.001564 0.0000 0.0060 0.0000 3.6062 0.0011940.001627 0.0000 0.0074 0.0000 3.6592 0.0011940.001691 0.0000 0.0077 0.0000 3.7123 0.0011940.001754 0.0000 0.0079 0.0000 3.7654 0.0011940.001818 0.0000 0.0081 0.0000 3.8185 0.0011940.001881 0.0000 0.0083 0.0000 3.8715 0.001194 0.001944 0.0000 0.0085 0.0000 3.9246 0.0011940.002008 0.0000 0.0087 0.0000 3.9777 0.0011940.002071 0.0000 0.0089 0.0000 4.0308 0.0011940.002134 0.0000 0.0092 0.0000 4.0838 0.0011940.002198 0.0000 0.0094 0.0000 4.1369 0.001194 0.002261 0.0000 0.0096 0.0000 4.1900 0.001194 0.002324 0.0000 0.0098 0.0000 4.2431 0.0011940.002388 0.0000 0.0100 0.0000 4.2962 0.0011940.002451 0.0000 0.0102 0.0000 4.3492 0.0011940.002515 0.0708 0.0104 0.0000 4.4023 0.0011940.002578 0.5156 0.0106 0.0000 4.4554 0.001194 0.002641 1.1763 0.0109 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 25 Resort View Preliminary SWQMP 4.5085 0.0011940.002705 4.5615 0.001194 0.002768 C 4.6146 0.0011940.002831 4.6677 0.001194 0.002895 4.7208 0.0011940.002958 4.7738 0.0011940.003021 4.8269 0.0011940.003085 4.8300 0.0011940.003088 Resort View 2 1.9946 2.9409 3.9933 5.1330 6.3419 7.6018 8.8942 10.200 0.0111 0.0113 0.0115 0.0117 0.0119 0.0121 0.0123 0.0124 8/14/2019 8:08:36 AM ATTACHMENT 2d 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 26 C C Resort View Preliminary SWQMP Surface BF-4 Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Rafl6)4 Resort View 2 ATTACHMENT2d 8/14/2019 8:08:36 AM Page 27 Resort View Preliminary SWQMP ATTACHMENT 2d BF-5 Bottom Length: 12.00 ft. C Bottom Width: 4.00 ft. Material thickness of first layer: 0.25 Material type for first layer: Mulch Material thickness of second layer: 1.5 Material type for second layer: ESM Material thickness of third layer: 1.75 Material type for third layer: GRAVEL Underdrain used Underdrain Diameter (feet): 0.5 Orifice Diameter (in.): 6 Offset (in.): 6 Flow Through Underdrain (ac-ft.): 0.535 Total Outflow (ac-ft.): 0.537 Percent Through Underdrain: 99.65 Discharge Structure Riser Height: 0.83 ft. Riser Diameter: 30 in. Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ratio) Biofilter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) lnfilt(cfs) 0.0000 0.0011 0.0000 0.0000 0.0000 c-0.0531 0.0011 0.0000 0.0000 0.0000 0.1062 0.0011 0.0000 0.0000 0.0000 0.1592 0.0011 0.0001 0.0000 0.0000 0.2123 0.0011 0.0001 0.0000 0.0000 0.2654 0.0011 0.0001 0.0000 0.0000 0.3185 0.0011 0.0001 0.0000 0.0000 0.3715 0.0011 0.0001 0.0000 0.0000 0.4246 0.0011 0.0001 0.0000 0.0000 0.4777 0.0011 0.0002 0.0000 0.0000 0.5308 0.0011 0.0002 0.0000 0.0000 0.5838 0.0011 0.0002 0.0000 0.0000 0.6369 0.0011 0.0002 0.0000 0.0000 0.6900 0.0011 0.0002 0.0000 0.0000 0.7431 0.0011 0.0002 0.0000 0.0000 0.7962 0.0011 0.0003 0.0000 0.0000 0.8492 0.0011 0.0003 0.0000 0.0000 0.9023 0.0011 0.0003 0.0000 0.0000 0.9554 0.0011 0.0003 0.0000 0.0000 1.0085 0.0011 0.0003 0.0000 0.0000 1.0615 0.0011 0.0004 0.0000 0.0000 1.1146 0.0011 0.0004 0.0000 0.0000 1.1677 0.0011 0.0004 0.0000 0.0000 1.2208 0.0011 0.0004 0.0000 0.0000 1.2738 0.0011 0.0004 0.0000 0.0000 1.3269 0.0011 0.0004 0.0000 0.0000 1.3800 0.0011 0.0005 0.0000 0.0000 1.4331 0.0011 0.0005 0.0000 0.0000 C 1.4862 0.0011 0.0005 0.0000 0.0000 1.5392 0.0011 0.0005 0.0000 0.0000 1.5923 0.0011 0.0005 0.0000 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 28 C C C Resort View Preliminary SWQMP ATTACHMENT 2d 1.6454 0.0011 0.0005 1.6985 0.0011 0.0006 1.7515 0.0011 0.0006 1.8046 0.0011 0.0006 1.8577 0.0011 0.0006 1.9108 0.0011 0.0007 1.9638 0.0011 0.0007 2.0169 0.0011 0.0007 2.0700 0.0011 0.0007 2.1231 0.0011 0.0008 2.1762 0.0011 0.0008 2.2292 0.0011 0.0008 2.2823 0.0011 0.0008 2.3354 0.0011 0.0009 2.3885 0.0011 0.0009 2.4415 0.0011 0.0009 2.4946 0.0011 0.0009 2.5477 0.0011 0.0009 2.6008 0.0011 0.0010 2.6538 0.0011 0.0010 2.7069 0.0011 0.0010 2. 7600 0.0011 0.0010 2.8131 0.0011 0.0011 2.8662 0.0011 0.0011 2.9192 0.0011 0.0011 2.9723 0.0011 0.0011 3.0254 0.0011 0.0012 3.0785 0.0011 0.0012 3.1315 0.0011 0.0012 3.1846 0.0011 0.0012 3.2377 0.0011 0.0013 3.2908 0.0011 0.0013 3.3438 0.0011 0.0013 3.3969 0.0011 0.0013 3.4500 0.0011 0.0014 3.5000 0.0011 0.0014 Biofilter Hydraulic Table 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Stage(feet)Area( ac. )Volume(ac-ft. )Discharge( cfs )To Amended( cfs )I nfi It( cfs) 3.5000 0.0011020.001385 0.0000 0.0056 0.0000 3.5531 0.0011020.001444 0.0000 0.0056 0.0000 3.6062 0.001102 0.001502 0.0000 0.0069 0.0000 3.6592 0.001102 0.001561 0.0000 0.0071 0.0000 3.7123 0.0011020.001619 0.0000 0.0073 0.0000 3.7654 0.0011020.001678 0.0000 0.0075 0.0000 3.8185 0.0011020.001736 0.0000 0.0077 0.0000 3.8715 0.001102 0.001795 0.0000 0.0079 0.0000 3.9246 0.0011020.001853 0.0000 0.0081 0.0000 3.9777 0.0011020.001912 0.0000 0.0083 0.0000 4.0308 0.0011020.001970 0.0000 0.0084 0.0000 4.0838 0.0011020.002029 0.0000 0.0086 0.0000 4.1369 0.0011020.002087 0.0000 0.0088 0.0000 4.1900 0.0011020.002146 0.0000 0.0090 0.0000 4.2431 0.0011020.002204 0.0000 0.0092 0.0000 4.2962 0.0011020.002263 0.0000 0.0094 0.0000 4.3492 0.0011020.002321 0.0000 0.0096 0.0000 4.4023 0.001102 0.002380 0.0000 0.0098 0.0000 4.4554 0.001102 0.002438 0.0000 0.0100 0.0000 Resort View 2 8/14/2019 8:08:36 AM Page 29 Resort View Preliminary SWQMP 4.5085 0.001102 0.002497 4.5615 0.0011020.002555 C 4.6146 0.0011020.002614 4.6677 0.001102 0.002672 4.7208 0.0011020.002731 4.7738 0.0011020.002789 4.8269 0.0011020.002847 4.8300 0.0011020.002851 c· C Resort View 2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0102 0.0104 0.0106 0.0108 0.0110 0.0112 0.0114 0.0114 8/14/2019 8:08:36 AM ATTACHMENT 2d 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Page 30 C Resort View Preliminary SWQMP Surface BF-5 Element Flows To: Outlet 1 Outlet 2 R-TANK (95% Void Ra86)5 Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:36 AM Page 31 Resort View Preliminary SWQMP Analysis Results POC 1 i ~19 t---,,--_..,..... _______ _ ~ CUJ 0 j IL ~01 ATTACHMENT 2d I eum ...... ., .. .wv i oan +---------------4-oan Per"oen"t: T im• E x c:,,eedlng OS 1 2 5 10 20 )0 '° 70 IO 90 t6 N • MS 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.858 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.101 Total Impervious Area: 0.73 Flow Frequency Method: Cunnane Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.113647 5 year 0.184957 10 year 0.252816 25 year 0.345608 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.007753 5 year 0.132983 10year 0.161012 25 year 0.17967 Resort View 2 8/14/2019 8:08:36 AM Page 32 Resort View Preliminary SWQMP ATTACHMENT 2d Duration Flows The Facility PASSED C Flow(cfs) Predev Mit Percentage Pass/Fail 0.0114 355 381 107 Pass 0.0138 313 335 107 Pass 0.0162 291 295 101 Pass 0.0187 265 265 100 Pass 0.0211 238 237 99 Pass 0.0236 219 215 98 Pass 0.0260 197 198 100 Pass 0.0284 179 186 103 Pass 0.0309 165 167 101 Pass 0.0333 152 156 102 Pass 0.0358 146 142 97 Pass 0.0382 137 132 96 Pass 0.0406 127 125 98 Pass 0.0431 123 120 97 Pass 0.0455 118 112 94 Pass 0.0479 117 106 90 Pass 0.0504 113 101 89 Pass 0.0528 108 96 88 Pass 0.0553 105 93 88 Pass 0.0577 95 91 95 Pass 0.0601 90 86 95 Pass 0.0626 85 84 98 Pass 0.0650 79 80 101 Pass c-0.0675 75 76 101 Pass 0.0699 73 72 98 Pass 0.0723 69 66 95 Pass 0.0748 67 65 97 Pass 0.0772 65 63 96 Pass 0.0797 64 58 90 Pass 0.0821 61 51 83 Pass 0.0845 57 46 80 Pass 0.0870 52 42 80 Pass 0.0894 51 40 78 Pass 0.0918 51 38 74 Pass 0.0943 48 34 70 Pass 0.0967 45 33 73 Pass 0.0992 41 33 80 Pass 0.1016 39 29 74 Pass 0.1040 36 27 75 Pass 0.1065 35 26 74 Pass 0.1089 32 26 81 Pass 0.1114 30 25 83 Pass 0.1138 27 24 88 Pass 0.1162 23 23 100 Pass 0.1187 21 22 104 Pass 0.1211 20 22 110 Pass 0.1236 20 20 100 Pass 0.1260 19 19 100 Pass 0.1284 19 17 89 Pass C 0.1309 16 16 100 Pass 0.1333 16 16 100 Pass 0.1357 16 15 93 Pass 0.1382 16 15 93 Pass Resort View 2 8/14/2019 8:08:43 AM Page 33 Resort View Preliminary SWQMP ATTACHMENT 2d 0.1406 16 13 81 Pass 0.1431 16 12 75 Pass c-·-0.1455 15 11 73 Pass 0.1479 15 9 60 Pass 0.1504 14 8 57 Pass 0.1528 13 7 53 Pass 0.1553 12 7 58 Pass 0.1577 12 6 50 Pass 0.1601 10 6 60 Pass 0.1626 10 5 50 Pass 0.1650 9 4 44 Pass 0.1675 9 3 33 Pass 0.1699 9 2 22 Pass 0.1723 9 2 22 Pass 0.1748 9 2 22 Pass 0.1772 7 2 28 Pass 0.1796 7 2 28 Pass 0.1821 7 1 14 Pass 0.1845 7 1 14 Pass 0.1870 7 1 14 Pass 0.1894 7 1 14 Pass 0.1918 7 0 0 Pass 0.1943 6 0 0 Pass 0.1967 6 0 0 Pass 0.1992 6 0 0 Pass 0.2016 6 0 0 Pass 0.2040 6 0 0 Pass 0.2065 6 0 0 Pass c-0.2089 6 0 0 Pass 0.2114 6 0 0 Pass 0.2138 6 0 0 Pass 0.2162 6 0 0 Pass 0.2187 6 0 0 Pass 0.2211 6 0 0 Pass 0.2235 6 0 0 Pass 0.2260 4 0 0 Pass 0.2284 3 0 0 Pass 0.2309 3 0 0 Pass 0.2333 3 0 0 Pass 0.2357 3 0 0 Pass 0.2382 3 0 0 Pass 0.2406 3 0 0 Pass 0.2431 3 0 0 Pass 0.2455 3 0 0 Pass 0.2479 3 0 0 Pass 0.2504 3 0 0 Pass 0.2528 3 0 0 Pass Resort View 2 8/14/2019 8:08:43 AM Page 34 ( C Resort View Preliminary SWQMP Water Quality Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:43 AM Page 35 ( Resort View Preliminary SWQMP ATTACHMENT 2d POC2 POC #2 was not reported because POC must exist in both scenarios and both scenarios must have been run. Resort View 2 8/14/2019 8:08:43 AM Page 36 Resort View Preliminary SWQMP ATTACHMENT 2d Model Default Modifications c·. Total of O changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. C Resort View 2 8/14/2019 8:08:43 AM Page 37 Resort View Preliminary SWQMP Appendix Predeveloped Schematic Resort View 2 Basin 1 0.86ac ATTACHMENT 2d 8/14/2019 8:08:43 AM Page 38 Resort View Preliminary SWQMP Mitigated Schematic Resort View 2 8/14/2019 8:08:44 AM ATTACHMENT 2d Page 39 C Resort View Preliminary SWQMP Predeveloped UGI File ATTACHMENT 2d RUN GLOBAL WWHM4 START model simulation 1971 10 01 OUTPUT LEVEL RUN INTERP RESUME 0 RUN 1 END GLOBAL FILES END 2004 09 30 3 0 UNIT SYSTEM 1 <File> <Un#> <-----------File Name------------------------------>*** <-ID-> WDM MESSU END FILES 26 25 27 28 30 OPN SEQUENCE INGRP PERLND PERLND COPY DISPLY END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl *** Resort View 2.wdm PreResort View 2.MES PreResort View 2.L61 PreResort View 2.L62 POCResort View 21.dat 29 30 501 1 INDELT 00:60 # -#<----------Title----------->***TRAN PIVL DIGl FILl PYR DIG2 FIL2 YRND 1 Basin 1 MAX END DISPLY-INFOl END DISPLY COPY TIMESERIES # -# NPT 1 1 501 1 END TIMESERIES END COPY GENER OPCODE NMN 1 1 # # OPCD *** END OPCODE PARM *** # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS # -# 29 30 END *** D,NatVeg,Moderate D,NatVeg,Steep GEN-INFO Section PWATER*** ACTIVITY 1 1 Unit-systems User t-series 1 1 in out 1 1 1 1 Printer Engl Metr 27 27 0 0 *** *** *** 1 2 30 9 <PLS > ************* Active Sections ***************************** # -# ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 29 0 0 1 0 0 0 0 0 0 0 0 0 30 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS >*****************Print-flags***************************** PIVL PYR # -# ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* Resort View 2 8/14/2019 8:08:44 AM Page 40 C C' C Resort View Preliminary SWQMP ATTACHMENT 2d 29 0 0 4 0 0 0 0 0 0 0 0 0 30 0 0 4 0 0 0 0 0 0 0 0 0 END PRINT-INFO PWAT-PARMl <PLS > PWATER variable monthly parameter value flags *** # -# CSNO RTOP UZFG vcs VUZ VNN VIFW VIRC VLE INFC 29 0 1 1 1 0 0 0 0 1 1 30 0 1 1 1 0 0 0 0 1 1 END PWAT-PARMl PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # -# ***FOREST LZSN INFILT LSUR SLSUR 29 0 3 0.025 80 0.1 30 0 2.7 0.02 75 0.15 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # -# ***PETMAX PETMIN INFEXP INFILD DEEPFR 29 0 0 2 2 0 30 0 0 2 2 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 # -# CEPSC UZSN NSUR INTFW IRC 29 0 0.6 0.04 1 0.3 30 0 0.6 0.04 1 0.3 END PWAT-PARM4 MON-LZETPARM <PLS > PWATER input info: Part 3 *** # -# JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 29 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.6 0.6 0.4 30 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.6 0.6 0.4 END MON-LZETPARM MON-INTERCEP <PLS > PWATER input info: Part 3 *** # -# JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 29 0.1 0.1 0.1 0.1 0.06 0.06 0.06 0.06 0.06 0.1 30 0.1 0.1 0.1 0.1 0.06 0.06 0.06 0.06 0.06 0.1 END MON-INTERCEP PWAT-STATEl <PLS >***Initial conditions at start of simulation # - 29 ran from # *** CEPS 30 END PWAT-STATEl END PERLND IMPLND GEN-INFO 0 0 1990 to end of 1992 SURS uzs 0 0.01 0 0.01 (pat 1-11-95) RUN IFWS LZS 0 0.4 0 0.4 <PLS ><-------Name-------> Unit-systems Printer*** # -# User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY HWT *** 0 0 KVARY 2.5 2.5 BASETP 0.05 0.05 LZETP 0 0 NOV DEC 0.4 0.4 0.4 0.4 NOV DEC 0.1 0.1 0.1 0.1 21 *** AGWS 0.01 0.01 <PLS >*************Active Sections***************************** # -# ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS >********Print-flags ******** PIVL PYR # -# ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO Resort View 2 8/14/2019 8:08:44 AM 1 9 1 9 AGWRC 0.915 0.915 AGWETP 0.05 0.05 *** *** *** *** GWVS 0 0 Page 41 C Resort View Preliminary SWQMP IWAT-PARMl <PLS > IWATER variable monthly parameter value flags *** # -# CSNO RTOP VRS VNN RTLI *** END IWAT-PARMl IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # -# *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # -# ***PETMAX PETMIN END IWAT-PARM3 IWAT-STATEl <PLS >***Initial conditions at start of simulation # -# *** RETS SURS END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <Name> # Basin l*** PERLND 29 PERLND 30 ******Routing****** END SCHEMATIC NETWORK <--Area--> <-factor-> 0.688 0.17 <-Target-> MBLK <Name> # Tbl# COPY 501 12 COPY 501 12 ATTACHMENT 2d *** *** <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name># #<-factor->strg <Name> # # <Name>## *** COPY 501 OUTPUT MEAN 1 1 12.1 DISPLY 1 INPUT TIMBER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name># #<-factor->strg <Name> # # <Name>## *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer # -#<------------------><---> User T-series in out END GEN-INFO Engl Metr LKFG *** *** *** *** Section RCHRES*** ACTIVITY <PLS >*************Active Sections***************************** # -# HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS >*****************Print-flags******************* PIVL PYR # -# HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARMl RCHRES Flags for each HYDR Section # -# VC Al A2 A3 ODFVFG for each*** ODGTFG for each FG FG FG FG possible exit *** possible exit * * * * * * * * * * * * * * END HYDR-PARMl HYDR-PARM2 Resort View 2 8/14/2019 8:08:44 AM *** FUNCT for each possible exit *** Page 42 C C Resort View Preliminary SWQMP ATTACHMENT 2d # -# FTABNO LEN DELTH STCOR KS DB50 <------><--------><--------><--------><--------><--------><--------> *** *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # -# *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> <Name> # <Name> # WDM 2 PREC WDM 2 PREC WDM 1 EVAP WDM 1 EVAP END EXT SOURCES SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** tern strg<-factor->strg <Name> # # <Name> # # *** ENGL 1 PERLND 1 999 EXTNL PREC ENGL 1 IMPLND 1 999 EXTNL PREC ENGL 1 PERLND 1 999 EXTNL PETINP ENGL 1 IMPLND 1 999 EXTNL PETINP EXT TARGETS <-Volume-> <-Grp> <Name> # <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name># #<-factor->strg <Name> # <Name> tern strg strg*** COPY 501 OUTPUT END EXT TARGETS MEAN 1 1 12.1 WDM 501 FLOW ENGL REPL MASS-LINK <Volume> <Name> MASS-LINK <-Grp> <-Member-><--Mult--> <Name># #<-factor-> 12 PERLND PWATER END MASS-LINK END MASS-LINK END RUN Resort View 2 SURO 12 0.083333 <Target> <Name> COPY 8/14/2019 8:08:44 AM <-Grp> <-Member->*** <Name>##*** INPUT MEAN Page 43 C C C Resort View Preliminary SWQMP Mitigated UGI File RUN GLOBAL WWHM4 START model simulation 1971 10 01 OUTPUT LEVEL RUN INTERP RESUME 0 RUN 1 END GLOBAL FILES ATTACHMENT 2d END 2004 09 30 3 0 UNIT SYSTEM 1 <File> <Un#> <-----------File Name------------------------------>*** <-ID-> WDM MESSU 26 25 27 28 30 *** Resort View 2.wdm END FILES OPN SEQUENCE INGRP PERLND IMPLND GENER RCHRES RCHRES GENER RCHRES RCHRES GENER RCHRES RCHRES GENER RCHRES RCHRES GENER RCHRES RCHRES RCHRES COPY COPY DISPLY END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl MitResort View 2.MES MitResort View 2.L61 MitResort View 2.L62 POCResort View 21.dat 46 1 2 1 2 4 3 4 6 5 6 8 7 8 10 9 10 11 1 501 1 INDELT 00:60 # -#<----------Title----------->***TRAN PIVL DIGl FILl 1 R-TANK (95% Void Ratio) MAX END DISPLY-INFOl END DISPLY COPY TIMESERIES # -# NPT 1 1 501 1 END TIMESERIES END COPY GENER OPCODE # 2 4 6 8 10 # OPCD 24 24 24 24 24 END OPCODE PARM # # Resort View 2 NMN 1 1 *** *** K *** 8/14/2019 8:08:44 AM PYR DIG2 FIL2 YRND 1 2 30 9 Page 44 C Resort View Preliminary SWQMP ATTACHMENT 2d 2 0. 4 0. 6 0. 8 0. 10 0. END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS # -# 46 D,Urban,Flat 1 END GEN-INFO *** Section PWATER*** ACTIVITY Unit-systems User t-series in out 1 1 1 Printer Engl Metr 27 0 *** *** *** <PLS # - 46 END >*************Active Sections***************************** # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC 0 0 1 0 0 0 0 0 0 0 0 0 ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** # -# ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC 46 0 0 4 0 0 0 0 0 0 0 0 0 END PRINT-INFO PWAT-PARMl <PLS > PWATER variable monthly # -# CSNO RTOP UZFG VCS VUZ parameter value flags *** VNN VIFW VIRC VLE INFC HWT *** 46 0 1 1 1 0 0 0 0 1 1 0 END PWAT-PARMl PWAT-PARM2 <PLS > PWATER input info: Part 2 # -# ***FOREST LZSN INFILT 46 0 3.8 0.03 END PWAT-PARM2 PWAT-PARM3 <PLS # - 46 > PWATER input info: Part 3 # ***PETMAX PETMIN INFEXP END PWAT-PARM3 PWAT-PARM4 0 0 2 *** LSUR SLSUR 50 0.05 *** INFILD DEEP FR 2 0 KVARY 2.5 BASETP 0.05 *** PIVL PYR ********* 1 9 AGWRC 0.915 AGWETP 0.05 <PLS > # -# 46 PWATER input info: Part 4 CEPSC UZSN NSUR 0 0.6 0.03 INTFW 1 IRC 0.3 *** LZETP *** 0 END PWAT-PARM4 MON-LZETPARM <PLS > # -# JAN 46 0.6 PWATER input info: FEB MAR APR MAY 0.6 0.6 0.6 0.7 END MON-LZETPARM MON-INTERCEP <PLS > PWATER input info: # -# JAN FEB MAR APR MAY 46 0.1 0.1 0.1 0.1 0.1 END MON-INTERCEP PWAT-STATEl Part 3 JUN 0.7 Part 3 JUN 0.1 <PLS > *** Initial conditions at start ran from 1990 to end of 1992 # -# *** CEPS SURS uzs 46 0 0 0.15 END PWAT-STATEl END PERLND *** JUL AUG SEP 0.7 0.7 0.7 *** JUL AUG SEP 0.1 0.1 0.1 of simulation (pat 1-11-95) IFWS 0 Resort View 2 8/14/2019 8:08:44 AM OCT NOV DEC *** 0.6 0.6 0.6 OCT NOV DEC *** 0.1 0.1 0.1 RUN 21 *** LZS AGWS GWVS 1 0.05 0 Page 45 C r- -- C Resort View Preliminary SWQMP IMPLND ATTACHMENT 2d GEN-INFO <PLS ><-------Name-------> # -# 1 IMPERVIOUS-FLAT END GEN-INFO *** Section IWATER*** Unit-systems User t-series in out 1 1 1 Printer Engl Metr 27 0 *** *** *** ACTIVITY <PLS > # -# 1 ************* Active ATMP SNOW IWAT SLD Sections IWG IQAL ***************************** *** 0 0 1 0 END ACTIVITY PRINT-INFO <ILS # - 1 >********Print-flags # ATMP SNOW IWAT SLD 0 0 4 0 END PRINT-INFO IWAT-PARMl 0 0 ******** PIVL PYR IWG IQAL ********* 0 0 1 9 <PLS > IWATER variable monthly parameter value flags *** # -# CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 1 END IWAT-PARMl IWAT-PARM2 <PLS > IWATER input info: Part 2 # -# *** 1 END IWAT-PARM2 IWAT-PARM3 <PLS > LSUR SL SUR NSUR 100 0.05 0.011 IWATER input info: Part # -# ***PETMAX PETMIN 1 0 0 END IWAT-PARM3 3 RETSC 0.1 *** *** IWAT-STATEl <PLS > *** # -# *** 1 Initial conditions at start of simulation RETS SURS 0 0 END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> <Name> # <-factor-> <Name> # DMA-P-10*** PERLND 46 0.051 RCHRES 1 PERLND 46 0.051 RCHRES 1 IMPLND 1 0.237 RCHRES 1 DMA-P-20*** PERLND 46 0.049 RCHRES 3 PERLND 46 0.049 RCHRES 3 IMPLND 1 0.39 RCHRES 3 DMA-P-30*** IMPLND 1 0.033 RCHRES 5 DMA-P-40*** PERLND 46 0.001 RCHRES 7 PERLND 46 0.001 RCHRES 7 IMPLND 1 0.038 RCHRES 7 DMA-P-50*** IMPLND 1 0.032 RCHRES 9 ******Routing****** RCHRES 2 1 RCHRES 11 RCHRES 2 COPY 1 Resort View 2 8/14/2019 8:08:44 AM MBLK Tbl# 2 3 5 2 3 5 5 2 3 5 5 6 16 *** *** Page 46 C Resort View Preliminary SWQMP ATTACHMENT 2d RCHRES 1 1 RCHRES 11 7 RCHRES 1 COPY 1 17 RCHRES 1 1 RCHRES 2 8 RCHRES 4 1 RCHRES 11 6 RCHRES 4 COPY 1 16 RCHRES 3 1 RCHRES 11 7 RCHRES 3 COPY 1 17 RCHRES 3 1 RCHRES 4 8 RCHRES 6 1 RCHRES 11 6 RCHRES 6 COPY 1 16 RCHRES 5 1 RCHRES 11 7 RCHRES 5 COPY 1 17 RCHRES 5 1 RCHRES 6 8 RCHRES 8 1 RCHRES 11 6 RCHRES 8 COPY 1 16 RCHRES 7 1 RCHRES 11 7 RCHRES 7 COPY 1 17 RCHRES 7 1 RCHRES 8 8 RCHRES 10 1 RCHRES 11 6 RCHRES 10 COPY 1 16 RCHRES 9 1 RCHRES 11 7 RCHRES 9 COPY 1 17 RCHRES 9 1 RCHRES 10 8 RCHRES 11 1 COPY 501 16 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 12.1 DISPLY 1 INPUT TIMBER 1 GENER 2 OUTPUT TIMSER .0002778 RCHRES 1 EXTNL OUTDGT 1 GENER 4 OUTPUT TIMBER .0002778 RCHRES 3 EXTNL OUTDGT 1 GENER 6 OUTPUT TIMSER . 0002778 RCHRES 5 EXTNL OUTDGT 1 GENER 8 OUTPUT TIMSER .0002778 RCHRES 7 EXTNL OUTDGT 1 GENER 10 OUTPUT TIMBER . 0002778 RCHRES 9 EXTNL OUTDGT 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name># #<-factor->strg <Name> # # <Name>## *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # -#<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 Surface BF-1 2 1 1 1 28 0 1 2 BF-1 1 1 1 1 28 0 1 3 Surface BF-2 2 1 1 1 28 0 1 4 BF-2 1 1 1 1 28 0 1 5 Surface BF-3 2 1 1 1 28 0 1 6 BF-3 1 1 1 1 28 0 1 7 Surface BF-4 2 1 1 1 28 0 1 8 BF-4 1 1 1 1 28 0 1 9 Surface BF-5 2 1 1 1 28 0 1 10 BF-5 1 1 1 1 28 0 1 11 R-TANK (95% Void-052 1 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS >*************Active Sections ***************************** # -# HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 Resort View 2 8/14/2019 8:08:44 AM Page 47 Resort View Preliminary SWQMP ATTACHMENT 2d 7 1 0 0 0 0 0 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 9 1 0 0 0 0 0 0 0 0 0 10 1 0 0 0 0 0 0 0 0 0 11 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 6 4 0 0 0 0 0 0 0 0 0 1 9 7 4 0 0 0 0 0 0 0 0 0 1 9 8 4 0 0 0 0 0 0 0 0 0 1 9 9 4 0 0 0 0 0 0 0 0 0 1 9 10 4 0 0 0 0 0 0 0 0 0 1 9 11 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARMl RCHRES Flags for each HYDR Section *** # -# VC Al A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 4 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 6 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 7 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 8 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 9 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 10 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 11 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARMl HYDR-PARM2 # -# FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.01 0.0 0.0 0.0 0.0 3 3 0.01 0.0 0.0 0.0 0.0 4 4 0.03 0.0 0.0 0.0 0.0 5 5 0.01 0.0 0.0 0.0 0.0 6 6 0.01 0.0 0.0 0.0 0.0 7 7 0.01 0.0 0.0 0.0 0.0 8 8 0.01 0.0 0.0 0.0 0.0 9 9 0.01 0.0 0.0 0.0 0.0 10 10 0.01 0.0 0.0 0.0 0.0 11 11 0.03 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # -# *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Resort View 2 8/14/2019 8:08:44 AM Page 48 C Resort View Preliminary SWQMP ATTACHMENT 2d 10 0 11 0 END HYDR-INIT END RCHRES SPEC-ACTIONS 4.0 4.0 0.0 0.0 0.0 0.0 *** User-Defined Variable Quantity Lines *** addr *** <------> 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 *** kwd varnam optyp opn vari sl s2 s3 tp multiply le ls ac as agfn *** <****> <----> <----> UVQUAN vol2 RCHRES UVQUAN v2m2 GLOBAL UVQUAN vpo2 GLOBAL UVQUAN v2d2 GENER <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** *** User-Defined Variable *** *** 2 VOL 4 WORKSP 1 3 WORKSP 2 3 2 K 1 3 Quantity Lines addr *** kwd varnam optyp opn vari sl s2 s3 tp multiply le ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol4 RCHRES 4 VOL 4 UVQUAN v2m4 GLOBAL WORKSP 3 3 UVQUAN vpo4 GLOBAL WORKSP 4 3 UVQUAN v2d4 GENER 4 K 1 3 *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari sl s2 s3 tp multiply le ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol6 RCHRES UVQUAN v2m6 GLOBAL UVQUAN vpo6 GLOBAL 6 VOL WORKSP WORKSP K UVQUAN v2d6 GENER 6 *** User-Defined Variable *** *** Quantity addr <------> 5 6 1 Lines 4 3 3 3 *** kwd varnam optyp opn vari sl s2 s3 tp multiply le ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vols RCHRES 8 VOL 4 UVQUAN v2m8 GLOBAL WORKSP 7 3 UVQUAN vpo8 GLOBAL WORKSP 8 3 UVQUAN v2d8 GENER 8 K 1 3 *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari sl s2 s3 tp multiply le ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN voll0 RCHRES 10 VOL 4 UVQUAN v2ml0 GLOBAL WORKSP 9 3 UVQUAN vpol0 GLOBAL WORKSP 10 3 UVQUAN v2dl0 GENER 10 K 1 3 *** User-Defined Target Variable Names *** addr or addr or *** <------> *** kwd varnam ct vari sl s2 s3 frac oper <****> <----><-> <----><-><-><-> UVNAME v2m2 1 WORKSP 1 UVNAME vpo2 1 WORKSP 2 UVNAME v2d2 1 K 1 <---> 1.0 1.0 1.0 *** User-Defined Target Variable Names *** addr or *** <--> QUAN QUAN QUAN *** kwd varnam ct vari sl s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> UVNAME v2m4 1 WORKSP 3 1.0 QUAN UVNAME vpo4 1 WORKSP 4 1.0 QUAN UVNAME v2d4 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or *** <------> vari sl s2 s3 frac oper <----><-><-><-> <---> <--> addr or <------> vari sl s2 s3 frac oper <----><-><-><-> <---> <--> addr or <------> Resort View 2 8/14/2019 8:08:44 AM 0.0 0.0 Page 49 C C Resort View Preliminary SWQMP ATTACHMENT 2d *** kwd varnam ct vari sl s2 s3 frac oper vari sl s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m6 1 WORKSP 5 1.0 QUAN UVNAME vpo6 1 WORKSP 6 1.0 QUAN UVNAME v2d6 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari sl s2 s3 frac oper vari sl s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> UVNAME v2m8 1 WORKSP 7 1.0 QUAN UVNAME vpo8 1 WORKSP 8 1.0 QUAN UVNAME v2d8 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari sl s2 s3 frac oper vari sl s2 s3 frac <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> UVNAME v2m10 1 WORKSP 9 1.0 QUAN UVNAME vpol0 1 WORKSP 10 1.0 QUAN UVNAME v2d10 1 K 1 1.0 QUAN *** opt foplop dcdts yr mo dy hr mn d t vnam sl s2 s3 ac quantity <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> GENER 2 *** Compute remaining available pore GENER 2 GENER 2 v2m2 space vpo2 vpo2 if so *** Check to see if VPORA goes negative; IF (vpo2 < 0.0) THEN GENER 2 END IF *** Infiltration volume GENER 2 vpo2 v2d2 777.69 v2m2 -= vol2 set VPORA = 0.0 0.0 vpo2 *** opt foplop dcdts yr <****><-><--><><-><--> GENER 4 mo dy hr mn d t vnam sl S2 s3 ac quantity <> <> <> <><><> <----><-><-><-><-><--------> *** Compute remaining available pore GENER 4 GENER 4 v2m4 space vpo4 vpo4 if so *** Check to see if VPORA goes negative; IF (vpo4 < 0.0) THEN GENER 4 END IF *** Infiltration volume GENER 4 mo dy hr vpo4 v2d4 mn d t vnam 1207.99 v2m4 vol4 set VPORA = 0.0 0.0 vpo4 sl s2 s3 ac quantity *** opt foplop dcdts yr <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> GENER 6 *** Compute remaining available pore GENER 6 GENER 6 v2m6 space vpo6 vpo6 if so *** Check to see if VPORA goes negative; IF (vpo6 < 0.0) THEN GENER 6 vpo6 END IF 94.74 v2m6 vol6 set VPORA = 0.0 0.0 *** Infiltration volume GENER 6 v2d6 vpo6 <--> oper <--> tc ts rp <> <-><-> tc ts rp <> <-><-> tc ts rp <> <-><-> *** opt foplop dcdts yr mo dy hr mn d t <****><-><--><><-><--> <> <> <> <><><> GENER 8 vnam sl s2 s3 ac quantity tc ts rp <----><-><-><-><-><--------> <> <-><-> v2m8 = 102.64 *** Compute remaining available pore GENER 8 GENER 8 space vpo8 vpoa if so *** Check to see if VPORA goes negative; IF (vpo8 < 0.0) THEN GENER 8 END IF *** Infiltration volume GENER 8 *** opt foplop dcdts yr mo dy hr mn d t vpo8 v2d8 vnam v2m8 vols set VPORA = 0.0 0.0 vpoa sl s2 s3 ac quantity Resort View 2 8/14/2019 8:08:44 AM tc ts rp Page 50 C Resort View Preliminary SWQMP ATTACHMENT 2d <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> GENER 10 v2m10 94.74 *** Compute remaining available pore space GENER 10 vpol0 = v2m10 voll0 VPORA = 0.0 GENER 10 vpol0 *** Check to see if VPORA goes negative; if so set IF (vpol0 < 0.0) THEN GENER 10 END IF *** Infiltration GENER 10 volume END SPEC-ACTIONS FTABLES FTABLE 92 4 Depth (ft) 0.000000 0.047222 0.094444 0.141667 0.188889 0. 236111 0.283333 0.330556 0.377778 0.425000 0.472222 0.519444 0.566667 0.613889 0. 661111 0.708333 0.755556 0.802778 0.850000 0. 897222 0.944444 0.991667 1.038889 1. 086111 1.133333 1.180556 1. 227778 1. 275000 1.322222 1.369444 1.416667 1.463889 1. 511111 1. 558333 1.605556 1. 652778 1.700000 1.747222 1.794444 1. 841667 1.888889 1. 936111 1.983333 2.030556 2.077778 2.125000 2.172222 2.219444 2.266667 2.313889 2. 361111 2.408333 2.455556 Resort View 2 11 Area (acres) 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 0.030533 Volume (acre-ft) 0.000000 0.001442 0.002884 0.004325 0.005767 0.007209 0.008651 0.010093 0. 011535 0.012976 0.014418 0.015860 0.017302 0.018744 0.020185 0.021627 0.023069 0. 024511 0.025953 0.027395 0.028836 0.030278 0.031720 0.033162 0.034604 0.036045 0.037487 0.038929 0.040371 0.041813 0.043255 0.044696 0.046138 0.047580 0.049022 0.050464 0.051905 0.053347 0.054789 0.056231 0.057673 0. 059115 0.060556 0.061998 0.063440 0.064882 0.066324 0.067765 0.069207 0.070649 0. 072091 0.073533 0.074974 vpol0 0.0 v2d10 vpol0 Outflowl Velocity Travel Time*** (cfs) (ft/sec) (Minutes)*** 0.000000 0.000944 0.001334 0.001634 0.001887 0. 002110 0.002311 0.002496 0.002669 0.002831 0.002984 0.003129 0.003268 0.003402 0.003530 0.003654 0.003774 0.003890 0.004003 0. 004113 0.004220 0.004324 0.004426 0.004525 0.004622 0.004718 0. 004811 0.004903 0.004993 0.005081 0.005168 0.005253 0.005337 0.005420 0.005502 0.005582 0.005661 0.005739 0.005816 0.005892 0.005967 0.006041 0. 006115 0.006187 0.006259 0.006329 0.006399 0.006468 0.006537 0.006605 0.006672 0.006738 0.006804 8/14/2019 8:08:44 AM Page 51 Resort View Preliminary SWQMP ATTACHMENT 2d 2.502778 0.030533 0.076416 0.006869 2.550000 0.030533 0.077858 0.006933 C 2.597222 0.030533 0.079300 0.006997 2.644444 0.030533 0.080742 0.007061 2.691667 0.030533 0.082184 0.007123 2.738889 0.030533 0.083625 0.007186 2.786111 0.030533 0.085067 0. 007247 2.833333 0.030533 0.086509 0.007308 2.880556 0.030533 0.087951 0.007369 2.927778 0.030533 0.089393 0.007429 2.975000 0.030533 0.090834 0.007489 3.022222 0.030533 0.092276 0.007548 3.069444 0.030533 0.093718 0.007607 3 .116667 0.030533 0.095160 0.007665 3.163889 0.030533 0.096602 0.007723 3. 211111 0.030533 0.098044 0.007780 3.258333 0.030533 0.099485 0.008267 3.305556 0.030533 0.100927 0.015225 3.352778 0.030533 0.102369 0.026220 3.400000 0.030533 0.103811 0.039907 3.447222 0.030533 0.105253 0.055688 3.494444 0.030533 0.106694 0.073189 3.541667 0.030533 0 .108136 0.092140 3.588889 0.030533 0.109578 0 .112337 3.636111 0.030533 0 .111020 0.133610 3.683333 0.030533 0.112462 0.155821 3.730556 0.030533 0 .113904 0.178847 3. 777778 0.030533 0 .115345 0.202583 3.825000 0.030533 0.116787 0.226935 3. 872222 0.030533 0.118229 0.251818 3.919444 0.030533 0 .119671 0.277154 3.966667 0.030533 0 .121113 0.302873 4.013889 0.030533 0.122554 0.328909 4. 061111 0.030533 0.123996 0.355201 4.108333 0.030533 0.125438 0.416395 4.155556 0.030533 0.126880 0.585566 4. 202778 0.030533 0.128322 0.817549 4.250000 0.030533 0.129764 1.089462 4.297222 0.030533 0.131205 1. 380901 END FTABLE 11 FTABLE 2 67 4 Depth Area Volume Outflowl Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0.009045 0.000000 0.000000 0.053077 0.009045 0.000144 0.000000 0.106154 0.009045 0.000288 0.000000 0.159231 0.009045 0.000432 0.000000 0.212308 0.009045 0.000576 0.000000 0.265385 0.009045 0. 000720 0.000000 0.318462 0.009045 0.000864 0.000000 0.371538 0.009045 0.001008 0.000000 0.424615 0.009045 0.001152 0.000000 0.477692 0.009045 0.001296 0.000000 0.530769 0.009045 0.001440 0.000000 0.583846 0.009045 0.001584 0.000000 0.636923 0.009045 0.001728 0.000000 0.690000 0.009045 0.001872 0.000000 0.743077 0.009045 0.002016 0.000000 0.796154 0.009045 0.002160 0.000000 0.849231 0.009045 0.002304 0.000000 0.902308 0.009045 0.002448 0.000000 0.955385 0.009045 0.002592 0.000000 1. 008462 0.009045 0.002736 0.000000 1. 061538 0.009045 0.002880 0.000000 C 1.114615 0.009045 0.003025 0.000000 1.167692 0.009045 0.003169 0.000000 1.220769 0.009045 0.003313 0.000000 1.273846 0.009045 0.003457 0.000000 1. 326923 0.009045 0.003601 0.000000 Resort View 2 8/14/2019 8:08:44 AM Page 52 Resort View Preliminary SWQMP ATTACHMENT 2d 1.380000 0.009045 0.003745 0.000000 1. 433077 0.009045 0.003889 0.000000 1.486154 0.009045 0.004033 0.000000 C 1. 539231 0.009045 0.004177 0.000000 1. 592308 0.009045 0.004321 0.000000 1. 645385 0.009045 0.004465 0.000000 1. 698462 0.009045 0.004609 0.000000 1.751538 0.009045 0.004808 0.000000 1. 804615 0.009045 0.005007 0.000000 1. 857692 0.009045 0.005206 0.000000 1.910769 0.009045 0.005406 0.000000 1. 963846 0.009045 0.005605 0.000000 2.016923 0.009045 0.005804 0.000000 2.070000 0.009045 0.006003 0.000000 2.123077 0.009045 0.006203 0.000000 2.176154 0.009045 0.006402 0.000000 2.229231 0.009045 0.006601 0.000000 2.282308 0.009045 0.006800 0.000000 2.335385 0.009045 0.007000 0.078435 2.388462 0.009045 0.007199 0.078435 2.441538 0.009045 0.007398 0.078435 2.494615 0.009045 0.007597 0.078435 2.547692 0.009045 0.007797 0.078435 2.600769 0.009045 0.007996 0.078435 2.653846 0.009045 0.008195 0.078435 2.706923 0.009045 0.008394 0.078435 2.760000 0.009045 0.008593 0.078435 2.813077 0.009045 0.008793 0.078435 2.866154 0.009045 0.008992 0.078435 2.919231 0.009045 0.009191 0.078435 2.972308 0.009045 0.009390 0.078435 3.025385 0.009045 0.009590 0.078435 3.078462 0.009045 0.009789 0.078435 3.131538 0.009045 0.009988 0.078435 c-3.184615 0.009045 0.010187 0.078435 3.237692 0.009045 0.010387 0.078435 3.290769 0.009045 0.010586 0.078435 3.343846 0.009045 0.010785 0.078435 3.396923 0.009045 0.010984 0.078435 3.450000 0.009045 0.011183 0.078435 3.500000 0.009045 0.017853 0.078435 END FTABLE 2 FTABLE 1 27 5 Depth Area Volume Outflowl Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.009045 0.000000 0.000000 0.000000 0.053077 0.009045 0.000480 0.000000 0.045602 0.106154 0.009045 0.000960 0.000000 0.056429 0.159231 0.009045 0.001440 0.000000 0.058043 0.212308 0.009045 0.001920 0.000000 0.059657 0.265385 0.009045 0.002400 0.000000 0.061270 0.318462 0.009045 0.002880 0.000000 0.062884 0.371538 0.009045 0.003361 0.000000 0.064497 0.424615 0.009045 0.003841 0.000000 0.066111 0.477692 0.009045 0.004321 0.000000 0.067725 0.530769 0.009045 0.004801 0.000000 0.069338 0.583846 0.009045 0.005281 0.000000 0.070952 0.636923 0.009045 0.005761 0.000000 0. 072565 0.690000 0.009045 0.006241 0.000000 0.074179 0.743077 0.009045 0.006721 0.000000 0.075793 0.796154 0.009045 0.007201 0.000000 0.077406 0.849231 0.009045 0.007681 0.070784 0.079020 0.902308 0.009045 0.008161 0.515587 0.080633 0.955385 0.009045 0.008641 1.176263 0.082247 1.008462 0.009045 0.009122 1. 994634 0.083861 1.061538 0.009045 0. 009602 2.940879 0.085474 1.114615 0.009045 0.010082 3.993294 0.087088 1.167692 0.009045 0.010562 5.132994 0.088702 1. 220769 0.009045 0. 011042 6.341887 0.090315 Resort View 2 8/14/2019 8:08:44 AM Page 53 Resort View Preliminary SWQMP ATTACHMENT2d 1. 273846 0.009045 0. 011522 7.601812 0.091929 1.326923 0.009045 0.012002 8.894239 0.093542 C 1.330000 0.009045 0.012030 10.20027 0.093636 END FTABLE 1 FTABLE 4 67 4 Depth Area Volume Outflowl Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0.014050 0.000000 0.000000 0.053077 0.014050 0.000224 0.000000 0.106154 0.014050 0.000447 0.000000 0.159231 0.014050 0.000671 0.000000 0.212308 0.014050 0.000895 0.000000 0.265385 0.014050 0. 001119 0.000000 0.318462 0.014050 0.001342 0.000000 0.371538 0.014050 0.001566 0.000000 0.424615 0.014050 0.001790 0.000000 0.477692 0.014050 0.002013 0.000000 0.530769 0.014050 0.002237 0.000000 0.583846 0.014050 0.002461 0.000000 0.636923 0.014050 0.002685 0.000000 0.690000 0.014050 0.002908 0.000000 0.743077 0.014050 0.003132 0.000000 0.796154 0.014050 0.003356 0.000000 0.849231 0.014050 0.003579 0.000000 0.902308 0.014050 0.003803 0.000000 0.955385 0.014050 0.004027 0.000000 1. 008462 0.014050 0.004251 0.000000 1. 061538 0.014050 0.004474 0.000000 1.114615 0.014050 0.004698 0.000000 1.167692 0.014050 0.004922 0.000000 1.220769 0.014050 0.005145 0.000000 1.273846 0.014050 0.005369 0.000000 1. 326923 0.014050 0.005593 0.000000 C 1. 380000 0.014050 0.005817 0.000000 1. 433077 0.014050 0.006040 0.000000 1. 486154 0.014050 0.006264 0.000000 1. 539231 0.014050 0.006488 0.000000 1. 592308 0.014050 0. 006711 0.000000 1. 645385 0.014050 0.006935 0.000000 1. 698462 0.014050 0.007159 0.000000 1. 751538 0.014050 0.007468 0.000000 1. 804615 0.014050 0.007778 0.000000 1. 857692 0.014050 0.008087 0.000000 1.910769 0.014050 0.008397 0.000000 1. 963846 0.014050 0.008706 0.000000 2.016923 0.014050 0.009016 0.000000 2.070000 0.014050 0.009325 0.000000 2.123077 0.014050 0.009635 0.000000 2.176154 0.014050 0.009944 0.000000 2.229231 0.014050 0.010253 0.000000 2.282308 0.014050 0.010563 0.000000 2.335385 0.014050 0.010872 0.121833 2.388462 0.014050 0. 011182 0.121833 2.441538 0.014050 0.011491 0.121833 2.494615 0.014050 0.011801 0.121833 2.547692 0.014050 0.012110 0.121833 2.600769 0.014050 0.012420 0.121833 2.653846 0.014050 0.012729 0.121833 2.706923 0.014050 0.013039 0.121833 2.760000 0.014050 0.013348 0.121833 2.813077 0.014050 0. 013658 0.121833 2.866154 0.014050 0.013967 0.121833 2.919231 0.014050 0.014277 0.121833 2.972308 0.014050 0.014586 0.121833 C 3.025385 0.014050 0.014896 0.121833 3.078462 0.014050 0.015205 0.121833 3.131538 0.014050 0.015514 0.121833 3.184615 0.014050 0.015824 0.121833 3.237692 0.014050 0. 016133 0.121833 Resort View 2 8/14/2019 8:08:44 AM Page 54 Resort View Preliminary SWQMP ATTACHMENT 2d 3.290769 0.014050 0.016443 0.121833 3.343846 0.014050 0.016752 0.121833 C 3.396923 0.014050 0.017062 0.121833 3.450000 0.014050 0.017371 0.121833 3.500000 0.014050 0.027732 0.121833 END FTABLE 4 FTABLE 3 27 5 Depth Area Volume Outflowl Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.014050 0.000000 0.000000 0.000000 0.053077 0.014050 0.000746 0.000000 0.070833 0.106154 0.014050 0.001491 0.000000 0.087652 0.159231 0.014050 0.002237 0.000000 0.090158 0.212308 0.014050 0.002983 0.000000 0.092665 0.265385 0.014050 0.003729 0.000000 0. 095171 0.318462 0.014050 0.004474 0.000000 0.097677 0.371538 0.014050 0.005220 0.000000 0.100184 0.424615 0.014050 0.005966 0.000000 0.102690 0.477692 0.014050 0. 006711 0.000000 0.105197 0.530769 0.014050 0.007457 0.000000 0.107703 0.583846 0.014050 0.008203 0.000000 0 .110209 0.636923 0.014050 0.008949 0.000000 0.112716 0.690000 0.014050 0.009694 0.000000 0.115222 0.743077 0.014050 0.010440 0.000000 0.117729 0.796154 0.014050 0. 011186 0.000000 0.120235 0.849231 0.014050 0.011931 0.070784 0.122742 0.902308 0.014050 0.012677 0.515587 0.125248 0.955385 0.014050 0.013423 1.176263 0.127754 1. 008462 0.014050 0.014168 1.994634 0.130261 1. 061538 0.014050 0.014914 2.940879 0.132767 1.114615 0.014050 0.015660 3.993294 0 .135274 1.167692 0.014050 0.016406 5 .132994 0 .137780 1.220769 0.014050 0.017151 6.341887 0.140286 C 1.273846 0.014050 0.017897 7.601812 0.142793 1.326923 0.014050 0.018643 8.894239 0.145299 1. 330000 0.014050 0.018686 10.20027 0.145445 END FTABLE 3 FTABLE 6 67 4 Depth Area Volume Outflowl Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0. 001102 0.000000 0.000000 0.053077 0. 001102 0.000018 0.000000 0.106154 0. 001102 0.000035 0.000000 0.159231 0. 001102 0.000053 0.000000 0.212308 0. 001102 0.000070 0.000000 0.265385 0. 001102 0.000088 0.000000 0.318462 0. 001102 0.000105 0.000000 0.371538 0. 001102 0.000123 0.000000 0.424615 0. 001102 0.000140 0.000000 0.477692 0.001102 0.000158 0.000000 0.530769 0. 001102 0.000175 0.000000 0.583846 0. 001102 0.000193 0.000000 0.636923 0.001102 0.000211 0.000000 0.690000 0. 001102 0.000228 0.000000 0.743077 0. 001102 0.000246 0.000000 0.796154 0. 001102 0.000263 0.000000 0.849231 0.001102 0.000281 0.000000 0.902308 0.001102 0.000298 0.000000 0.955385 0.001102 0.000316 0.000000 1.008462 0. 001102 0.000333 0.000000 1. 061538 0. 001102 0.000351 0.000000 1.114615 0. 001102 0.000368 0.000000 1.167692 0.001102 0.000386 0.000000 r 1. 220769 0.001102 0.000404 0.000000 1.273846 0. 001102 0.000421 0.000000 \, 1.326923 0. 001102 0.000439 0.000000 1.380000 0.001102 0.000456 0.000000 1. 433077 0. 001102 0.000474 0.000000 Resort View 2 8/14/2019 8:08:44 AM Page 55 Resort View Preliminaiy SWQMP ATTACHMENT 2d 1.486154 0.001102 0.000491 0.000000 1. 539231 0. 001102 0.000509 0.000000 C 1. 592308 0. 001102 0.000526 0.000000 1. 645385 0.001102 0.000544 0.000000 1. 698462 0.001102 0.000561 0.000000 1. 751538 0. 001102 0.000586 0.000000 1.804615 0.001102 0.000610 0.000000 1. 857692 0.001102 0.000634 0.000000 1.910769 0.001102 0.000659 0.000000 1. 963846 0. 001102 0.000683 0.000000 2.016923 0.001102 0.000707 0.000000 2.070000 0. 001102 0.000731 0.000000 2.123077 0. 001102 0.000756 0.000000 2.176154 0.001102 0.000780 0.000000 2.229231 0. 001102 0.000804 0.000000 2.282308 0. 001102 0.000828 0.000000 2.335385 0. 001102 0.000853 0.009556 2.388462 0.001102 0.000877 0.009556 2.441538 0. 001102 0.000901 0.009556 2.494615 0. 001102 0.000926 0.009556 2.547692 0. 001102 0.000950 0.009556 2.600769 0.001102 0.000974 0.009556 2.653846 0. 001102 0.000998 0.009556 2.706923 0.001102 0.001023 0.009556 2.760000 0.001102 0.001047 0.009556 2. 813077 0.001102 0.001071 0.009556 2.866154 0.001102 0.001095 0.009556 2.919231 0.001102 0.001120 0.009556 2.972308 0.001102 0.001144 0.009556 3.025385 0.001102 0.001168 0.009556 3.078462 0.001102 0. 001193 0.009556 3.131538 0.001102 0.001217 0.009556 3.184615 0.001102 0.001241 0.009556 3.237692 0. 001102 0.001265 0.009556 ( 3.290769 0.001102 0.001290 0.009556 3.343846 0.001102 0.001314 0.009556 3.396923 0.001102 0.001338 0.009556 3.450000 0. 001102 0. 001362 0.009556 3.500000 0. 001102 0.002175 0.009556 END FTABLE 6 FTABLE 5 27 5 Depth Area Volume Outflowl Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0. 001102 0.000000 0.000000 0.000000 0.053077 0. 001102 0.000058 0.000000 0.005556 0.106154 0. 001102 0.000117 0.000000 0.006875 0.159231 0. 001102 0.000175 0.000000 0.007071 0.212308 0.001102 0.000234 0.000000 0.007268 0.265385 0. 001102 0.000292 0.000000 0.007464 0.318462 0.001102 0.000351 0.000000 0.007661 0.371538 0.001102 0.000409 0.000000 0.007858 0.424615 0.001102 0.000468 0.000000 0.008054 0.477692 0. 001102 0.000526 0.000000 0.008251 0.530769 0. 001102 0.000585 0.000000 0.008447 0.583846 0.001102 0.000643 0.000000 0.008644 0.636923 0.001102 0.000702 0.000000 0.008840 0.690000 0.001102 0.000760 0.000000 0.009037 0.743077 0.001102 0.000819 0.000000 0.009234 0.796154 0. 001102 0.000877 0.000000 0.009430 0.849231 0. 001102 0.000936 0.070784 0.009627 0.902308 0.001102 0.000994 0.515587 0.009823 0.955385 0. 001102 0.001053 1.176263 0.010020 1. 008462 0.001102 0. 001111 1.994634 0.010217 1.061538 0. 001102 0.001170 2.940879 0.010413 1. 114615 0.001102 0.001228 3.993294 0.010610 C 1.167692 0. 001102 0.001287 5 .132994 0.010806 1. 220769 0.001102 0. 001345 6.341887 0.011003 1.273846 0. 001102 0. 001404 7.601812 0. 011199 1.326923 0. 001102 0.001462 8.894239 0.011396 Resort View 2 8/14/2019 8:08:44 AM Page 56 Resort View Preliminary SWQMP ATTACHMENT 2d 1. 330000 0.001102 0.001466 10.20027 0. 011407 END FTABLE 5 C FTABLE 8 67 4 Depth Area Volume Outflowl Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0. 001194 0.000000 0.000000 0.053077 0.001194 0.000019 0.000000 0.106154 0.001194 0.000038 0.000000 0.159231 0.001194 0.000057 0.000000 0.212308 0. 001194 0.000076 0.000000 0.265385 0. 001194 0.000095 0.000000 0.318462 0. 001194 0. 000114 0.000000 0.371538 0.001194 0.000133 0.000000 0.424615 0. 001194 0.000152 0.000000 0.477692 0. 001194 0.000171 0.000000 0.530769 0. 001194 0.000190 0.000000 0.583846 0.001194 0.000209 0.000000 0.636923 0. 001194 0. 000228 0.000000 0.690000 0. 001194 0.000247 0.000000 0.743077 0. 001194 0.000266 0.000000 0.796154 0. 001194 0.000285 0.000000 0.849231 0. 001194 0.000304 0.000000 0.902308 0. 001194 0.000323 0.000000 0.955385 0. 001194 0.000342 0.000000 1.008462 0. 001194 0.000361 0.000000 1. 061538 0.001194 0.000380 0.000000 1.114615 0.001194 0.000399 0.000000 1.167692 0.001194 0.000418 0.000000 1.220769 0.001194 0.000437 0.000000 1. 273846 0. 001194 0.000456 0.000000 1. 326923 0. 001194 0.000475 0.000000 1.380000 0.001194 0.000494 0.000000 1. 433077 0.001194 0.000513 0.000000 (" 1.486154 0. 001194 0.000532 0.000000 1.539231 0.001194 0.000551 0.000000 1. 592308 0. 001194 0.000570 0.000000 1.645385 0. 001194 0.000589 0.000000 1. 698462 0. 001194 0.000608 0.000000 1. 751538 0. 001194 0.000635 0.000000 1.804615 0.001194 0.000661 0.000000 1. 857692 0. 001194 0.000687 0.000000 1. 910769 0. 001194 0. 000713 0.000000 1. 963846 0. 001194 0.000740 0.000000 2.016923 0. 001194 0.000766 0.000000 2.070000 0. 001194 0.000792 0.000000 2.123077 0. 001194 0.000819 0.000000 2.176154 0. 001194 0.000845 0.000000 2.229231 0. 001194 0.000871 0.000000 2.282308 0. 001194 0.000898 0.000000 2.335385 0.001194 0.000924 0.010352 2.388462 0.001194 0.000950 0.010352 2.441538 0. 001194 0.000976 0.010352 2.494615 0.001194 0.001003 0.010352 2.547692 0. 001194 0.001029 0.010352 2.600769 0.001194 0.001055 0.010352 2.653846 0. 001194 0.001082 0.010352 2.706923 0. 001194 0. 001108 0.010352 2.760000 0. 001194 0. 001134 0.010352 2.813077 0. 001194 0.001160 0.010352 2.866154 0. 001194 0. 001187 0.010352 2.919231 0.001194 0.001213 0.010352 2.972308 0.001194 0.001239 0.010352 3.025385 0. 001194 0.001266 0.010352 3.078462 0. 001194 0.001292 0.010352 3.131538 0. 001194 0.001318 0.010352 3.184615 0.001194 0.001345 0.010352 3.237692 0. 001194 0.001371 0.010352 3.290769 0. 001194 0.001397 0.010352 3.343846 0. 001194 0.001423 0.010352 Resort View 2 8/14/2019 8:08:44 AM Page 57 Resort View Preliminary SWQMP ATTACHMENT 2d 3.396923 0.001194 0.001450 0.010352 3.450000 0. 001194 0.001476 0.010352 C, 3.500000 0. 001194 0.002356 0.010352 END FTABLE 8 FTABLE 7 27 5 Depth Area Volume Outflowl Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.001194 0.000000 0.000000 0.000000 0.053077 0.001194 0.000063 0.000000 0.006019 0.106154 0. 001194 0.000127 0.000000 0.007448 0.159231 0. 001194 0.000190 0.000000 0.007660 0.212308 0.001194 0.000253 0.000000 0.007873 0.265385 0.001194 0.000317 0.000000 0.008086 0.318462 0. 001194 0.000380 0.000000 0.008299 0.371538 0.001194 0.000444 0.000000 0.008512 0.424615 0. 001194 0.000507 0.000000 0.008725 0.477692 0.001194 0.000570 0.000000 0.008938 0.530769 0. 001194 0.000634 0.000000 0.009151 0.583846 0. 001194 0.000697 0.000000 0.009364 0.636923 0.001194 0.000760 0.000000 0.009577 0.690000 0. 001194 0.000824 0.000000 0.009790 0.743077 0. 001194 0.000887 0.000000 0.010003 0.796154 0. 001194 0.000950 0.000000 0.010216 0.849231 0. 001194 0.001014 0.070784 0.010429 0.902308 0. 001194 0.001077 0.515587 0.010642 0.955385 0.001194 0.001140 1.176263 0.010855 1. 008462 0.001194 0.001204 1. 994634 0.011068 1. 061538 0. 001194 0.001267 2.940879 0.011281 1.114615 0. 001194 0.001331 3.993294 0 .011494 1.167692 0.001194 0 .001394 5.132994 0.011707 1. 220769 0. 001194 0.001457 6.341887 0. 011920 1. 273846 0. 001194 0.001521 7.601812 0.012133 1.326923 0. 001194 0.001584 8.894239 0.012346 (-1. 330000 0. 001194 0.001588 10.20027 0.012358 END FTABLE 7 FTABLE 10 67 4 Depth Area Volume Outflowl Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0.001102 0.000000 0.000000 0.053077 0.001102 0.000018 0.000000 0.106154 0. 001102 0.000035 0.000000 0.159231 0. 001102 0.000053 0.000000 0.212308 0. 001102 0.000070 0.000000 0.265385 0. 001102 0.000088 0.000000 0.318462 0. 001102 0.000105 0.000000 0.371538 0. 001102 0.000123 0.000000 0.424615 0.001102 0.000140 0.000000 0.477692 0. 001102 0.000158 0.000000 0.530769 0.001102 0.000175 0.000000 0.583846 0.001102 0.000193 0.000000 0.636923 0. 001102 0. 000211 0.000000 0.690000 0. 001102 0.000228 0.000000 0. 743077 0. 001102 0.000246 0.000000 0.796154 0.001102 0.000263 0.000000 0.849231 0. 001102 0.000281 0.000000 0.902308 0.001102 0.000298 0.000000 0.955385 0. 001102 0.000316 0.000000 1. 008462 0. 001102 0.000333 0.000000 1. 061538 0.001102 0.000351 0.000000 1. 114615 0. 001102 0.000368 0.000000 1.167692 0.001102 0.000386 0.000000 1. 220769 0.001102 0.000404 0.000000 1. 273846 0.001102 0.000421 0.000000 C 1.326923 0.001102 0.000439 0.000000 1.380000 0. 001102 0.000456 0.000000 1.433077 0.001102 0.000474 0.000000 1. 486154 0. 001102 0.000491 0.000000 1.539231 0. 001102 0.000509 0.000000 Resort View 2 8/14/2019 8:08:44 AM Page 58 Resort View Preliminary SWQMP ATTACHMENT 2d 1. 592308 0.001102 0.000526 0.000000 1. 645385 0.001102 0.000544 0.000000 C 1. 698462 0. 001102 0.000561 0.000000 1. 751538 0.001102 0.000586 0.000000 1. 804615 0. 001102 0.000610 0.000000 1. 857692 0. 001102 0.000634 0.000000 1.910769 0.001102 0.000659 0.000000 1. 963846 0. 001102 0.000683 0.000000 2.016923 0.001102 0.000707 0.000000 2.070000 0.001102 0.000731 0.000000 2.123077 0.001102 0.000756 0.000000 2.176154 0. 001102 0.000780 0.000000 2.229231 0. 001102 0.000804 0.000000 2.282308 0. 001102 0.000828 0.000000 2.335385 0.001102 0.000853 0.009556 2.388462 0.001102 0.000877 0.009556 2.441538 0.001102 0.000901 0.009556 2.494615 0. 001102 0.000926 0.009556 2.547692 0.001102 0.000950 0.009556 2.600769 0. 001102 0.000974 0.009556 2.653846 0.001102 0.000998 0.009556 2.706923 0.001102 0.001023 0.009556 2.760000 0. 001102 0.001047 0.009556 2.813077 0.001102 0.001071 0.009556 2.866154 0.001102 0.001095 0.009556 2.919231 0.001102 0. 001120 0.009556 2. 972308 0. 001102 0.001144 0.009556 3.025385 0. 001102 0.001168 0.009556 3.078462 0.001102 0. 001193 0.009556 3.131538 0.001102 0.001217 0.009556 3.184615 0.001102 0.001241 0.009556 3.237692 0.001102 0.001265 0.009556 3.290769 0.001102 0.001290 0.009556 3.343846 0. 001102 0.001314 0.009556 C 3.396923 0. 001102 0.001338 0.009556 3.450000 0.001102 0.001362 0.009556 3.500000 0. 001102 0.002175 0.009556 END FTABLE 10 FTABLE 9 27 5 Depth Area Volume Outflowl Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.001102 0.000000 0.000000 0.000000 0.053077 0. 001102 0.000058 0.000000 0.005556 0.106154 0. 001102 0. 000117 0.000000 0.006875 0.159231 0.001102 0.000175 0.000000 0.007071 0.212308 0.001102 0.000234 0.000000 0. 007268 0.265385 0. 001102 0.000292 0.000000 0.007464 0.318462 0. 001102 0.000351 0.000000 0.007661 0.371538 0. 001102 0.000409 0.000000 0.007858 0.424615 0.001102 0.000468 0.000000 0.008054 0.477692 0.001102 0.000526 0.000000 0.008251 0.530769 0.001102 0.000585 0.000000 0.008447 0.583846 0. 001102 0.000643 0.000000 0.008644 0.636923 0. 001102 0.000702 0.000000 0.008840 0.690000 0.001102 0.000760 0.000000 0.009037 0.743077 0. 001102 0.000819 0.000000 0.009234 0.796154 0. 001102 0.000877 0.000000 0.009430 0.849231 0. 001102 0.000936 0.070784 0.009627 0.902308 0. 001102 0.000994 0.515587 0.009823 0.955385 0. 001102 0.001053 1.176263 0.010020 1. 008462 0. 001102 0. 001111 1.994634 0.010217 1. 061538 o. 001102 0.001170 2.940879 0.010413 1. 114615 0. 001102 0.001228 3.993294 0.010610 1.167692 0.001102 0.001287 5 .132994 0.010806 1. 220769 0. 001102 0 .001345 6.341887 0.011003 1. 273846 0.001102 0.001404 7.601812 0. 011199 1. 326923 0.001102 0.001462 8.894239 0.011396 1. 330000 0.001102 0.001466 10.20027 0.011407 END FTABLE 9 Resort View 2 8/14/2019 8:08:44 AM Page 59 Resort View Preliminary SWQMP ATTACHMENT 2d END FTABLES C EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tern strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 1 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 1 IMPLND 1 999 EXTNL PETINP WDM 22 IRRG ENGL 0.7 SAME PERLND 46 EXTNL SURLI WDM 2 PREC ENGL 1 RCHRES 1 EXTNL PREC WDM 2 PREC ENGL 1 RCHRES 3 EXTNL PREC WDM 2 PREC ENGL 1 RCHRES 5 EXTNL PREC WDM 2 PREC ENGL 1 RCHRES 7 EXTNL PREC WDM 2 PREC ENGL 1 RCHRES 9 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.7 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 3 EXTNL POTEV WDM 1 EVAP ENGL 0.7 RCHRES 4 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 5 EXTNL POTEV WDM 1 EVAP ENGL 0.7 RCHRES 6 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 7 EXTNL POTEV WDM 1 EVAP ENGL 0.7 RCHRES 8 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 9 EXTNL POTEV WDM 1 EVAP ENGL 0.7 RCHRES 10 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tern strg strg*** RCHRES 11 HYDR RO 1 1 1 WDM 1050 FLOW ENGL REPL RCHRES 11 HYDR STAGE 1 1 1 WDM 1051 STAG ENGL REPL COPY 1 OUTPUT MEAN 1 1 12.1 WDM 701 FLOW ENGL REPL C COPY 501 OUTPUT MEAN 1 1 12.1 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 6 RCHRES ROFLOW RCHRES INFLOW END MASS-LINK 6 MASS-LINK 7 RCHRES OFLOW OVOL 1 RCHRES INFLOW IVOL END MASS-LINK 7 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 16 C RCHRES ROFLOW COPY INPUT MEAN END MASS-LINK 16 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN Resort View 2 8/14/2019 8:08:44 AM Page 60 Resort View Preliminary SWQMP END MASS-LINK 17 c~: END MASS-LINK END RUN ( C Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:45 AM Page 61 ( C Resort View Preliminary SWQMP Predeveloped HSPF Message File Resort View 2 ATTACHMENT 2d 8/14/2019 8:08:45 AM Page 62 Resort View Preliminary SWQMP Mitigated HSPF Message File ATTACHMENT 2d ( ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1974/4/30 24: 0 RCHRES 7 RELERR -2.093E-02 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 3.0866E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1977/2/28 24: 0 RCHRES 7 RELERR -3.891E-03 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 2.1581E-11 RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period . . . -- ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. C Did you specify any "special actions"? If so, they could account for it. Relevant data are: Resort View 2 8/14/2019 8:08:45 AM Page 63 Resort View Preliminary SWQMP DATE/TIME: 1998/1/31 24: 0 ATTACHMENT 2d RCHRES 7 RELERR -1.000E+00 Where: STORS STOR MATIN MATDIF 0.00000 0.0000E+00 0.00000 2.1507E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1998/3/31 24: 0 RCHRES 7 RELERR -1.000E+00 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 3.7676E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1998/4/30 24: 0 RCHRES 1 RELERR -9.212E-03 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 l.0984E-11 RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. Resort View 2 8/14/2019 8:08:45 AM Page 64 C C Resort View Preliminary SWQMP ATTACHMENT 2d REFVAL is the reference value (STORS+MATIN}. STOR is the storage of material in the processing unit (land-segment or reach/reservior} at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow} of material to the pu during the present printout reporting period. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1998/4/30 24: 0 RCHRES 3 RELERR -9.212E-03 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 l.0553E-ll RELERR is the relative error (ERROR/REFVAL}. ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period . .. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 1998/4/30 24: 0 RCHRES: 7 RELERR -1.000E+00 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 2.3380E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior} at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. The count for the WARNING printed above has reached its maximum. Resort View 2 8/14/2019 8:08:45 AM Page 65 C Resort View Preliminary SWQMP ATTACHMENT 2d If the condition is encountered again the message will not be repeated. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 2003/1/31 24: 0 RCHRES 1 RELERR -l.410E-02 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 2.1407E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 2003/1/31 24: 0 RCHRES 3 RELERR -l.410E-02 Where: STORS STOR 0.00000 0.0000E+00 MATIN MATDIF 0.00000 2.0568E-ll RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) -MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. Resort View 2 8/14/2019 8:08:45 AM Page 66 C Resort View Preliminary SWQMP Disclaimer Legal Notice ATTACHMENT 2d This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright© by : Clear Creek Solutions, Inc. 2005-2019; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1 (866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com Resort View 2 8/14/2019 8:08:45 AM Page 67 C C Resort View Preliminary SWQMP October 15, 2019 ATTACHMENT 3 Structural 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 3 must identify: _ Typical maintenance indicators and actions for proposed structural BMP(s) based on Section 7.7 of the BMP Design Manual Final Design level submittal: Attachment 3 must identify: _ Specific maintenance indicators and actions for proposed structural BMP(s). This shall be based on Section 7.7 of the BMP Design Manual and enhanced to reflect actual proposed components of the structural BMP(s) _ How to access the structural BMP(s) to inspect and perform maintenance _ 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 structural BMP and compare to maintenance thresholds) Manufacturer and part number for proprietary parts of structural BMP(s) when applicable 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.) _ Recommended equipment to perform maintenance _ When applicable, necessary special training or certification requirements for inspection and maintenance personnel such as confined space entry or hazardous waste management C C Resort View Preliminary SWQMP October 15, 2019 ATTACHMENT 3a Maintenance Plan (fo be completed with final plans.) I. Inspection, Maintenance Log and Self-Verification Forms Detention Tanks are BMPs that have minimal maintenance responsibilities and work best when the upstream pre-treatment inlets are properly maintained. The Proprietary Dry Wells are best maintained by qualified service technicians. The Property Owner will be responsible for maintenance of the BMPs and will provide annual documentation to the County verifying that the BMPs are maintained and functioning properly. The Property Owner is to use the "Private Treatment Control BMP Operation and Maintenance Verification Form" included at the back of this Attachment. II. Updates, Revisions and Errata This maintenance plan is a "living document" and must be kept up to date. As such, this plan must be updated whenever changes or revisions are made in the parties responsible for operation and maintenance of the BMPs and/or it is determined that additional maintenance procedures are needed. Any updates or revisions to the maintenance plan must accompany the annual inspection report when it is transmitted to the county. III. Introduction A. Narrative overview describing the site; drainage areas, routing, and discharge points; and treatment facilities. The project consists of the construction of a residential apartment project. The developed project will include an on-site storm drain system that will convey storm water runoff from the site to Viejo Castilla Way. The system will include two detention tanks and drywells for infiltration and a number of inlets with catch basin inserts to trap sediment and debris before it can enter the detention tanks and infiltration dry wells. The project includes two Treatment Control/LID BMP's which are shown in Section V.B. (2) below. IV. Responsibility for Maintenance B. General (1) Name and contact information for responsible individual(s). The Property Owner for the project will be responsible for the maintenance of the Detention Tanks, Dry Wells and storm drain inlet inserts treating the flows from the proposed development. The Property Owner will be responsible for maintaining records, filing annual reports and ensuring that the required maintenance is performed. At the current time, the contact party is: BNR INVESTMENT & DEVELOPMENT, LLC 23800 VIA DEL RIO YORBA LINDA, CA 92887 (714) 692-9120 If the project ownership is transferred, the responsibilities outlined herein will be transferred to the new owners. (2) Operation and Maintenance Agreement. The maintenance agreement between the property owner and the City is included at the back of this Attachment. (3) Maintenance Funding i. Sources of funds for maintenance The funding for the annual maintenance of the BMP's will be provided by the Property Owner. ii. Budget category or line item The maintenance for the BMPs will be part of the annual maintenance budget for the Property Owner. iii. Description of procedure and process for ensuring adequate funding for maintenance: C Resort View Preliminary SWQMP October 15, 2019 The funding will be provided by the Property Owner. C. Records All records for the maintenance and operation of the BMPs will be kept by the Property Owner. D. Safety All employees and/or contractors hired by the Property Owner to perform maintenance on the BMPs will have adequate safety training and follow all CAL/OSHA guidelines. V. Summary of Drainage Areas and Stormwater Facilities A. Drainage Areas (I) Drawings showing pervious and impervious areas (copied or adapted from initial SWQMP). Attachment I a -OMA Exhibit from the SWQMP shows the location of the BMPs. The exhibit also indicates the pervious and impervious areas which are draining into the BMPs. 8. Treatment and Flow-Control Facilities (I) Drawings showing location and type of each facility Attachment la-OMA Exhibit from the SWQMP shows the location of the BMPs. The exhibit also indicates the pervious and impervious areas which are draining into the BMP. (2) General description of each facility (Consider a table if more than two facilities) BMP Description* TANK-I Detention tank located in southerly driveway. BF-I Biofilter located in front of Building C. BF-2 Biofilter located in north of Building E. BF-3 Biofilter located on west side of Building A. BF-4 Biofilter located on east side of Building A. BF-5 Biofilter located on east side of Building B. * For location ofBMP's, see approved Record Plan dated_, plan ___ _ VI. Facility Documentation A. "As-built" drawings of each facility "As-built" drawings of the BMPs will be kept with the Maintenance Plan after the project is constructed. VII. Maintenance Schedule or Matrix A. Maintenance Schedule for each facility with specific requirements for annual, routine, and after major storm events inspection & maintenance: Maintenance Schedule or Matrix Stormwater Detention Tank lnsoection and Maintenance Matrix Frequency Maintenance Actions Annually, at the Inspect outlet manhole and tank. end of the rainy • If any defect or damage is detected, schedule repairs prior to beginning of rainy season. season. After Rain Events Inspect tank for standing water 7 days after the end of a rain event (1/2" or more rainfall). If standing water is observed to persist more than a week after the rain event: • Detention tank should be pumped dry and outlet system cleaned and inspected . • All necessary repairs should be performed bv a qualified contractor . Biofiltration Inspection and Maintenance Matrix Frequency Maintenance Actions Quarterly Inspect biofilter & outlet • If any defect or damage is detected, schedule repairs prior to beginning of rainy season. • Replace any damaged or dying vegetation . • Re aooly mulch . After Rain Events Inspect for standing water 24 hrs after the end of a rain event (1/2" or more rainfall). If standing water is observed to persist more than a day after the rain event: • Outlet pipes should be cleaned and inspected . • If outlet is flowing freely, amended soils may need to be replaced . • All necessary repairs should be performed bv a aualified contractor . C C Resort View Preliminary SWQMP October 15, 2019 PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM Detention Tank -Side 1 1. Transcribe the following infonnation from your notification letter and make corrections as necessary: Permit No.: ____________________________ _ BMP Location:. ___________________________ _ Responsible Party: _________________________ _ Phone Number:(_) ________ Email: _____________ _ Responsible Party Address: ______________________ _ Number Street Name & Suffix City/Zip D Check here for Address/Phone Number Change 2. Using the Table below, please describe the inspections and maintenance activities that have been conducted during the fiscal year (July 1 -June 30), and date(s) maintenance was perfonned. Under "Results of Inspection," indicate whether maintenance was required based on each inspection, and if so, what type of maintenance. If maintenance was required, provide the date maintenance was conducted and a description of the maintenance. REFER TO SIDE 2 OF THIS SHEET FOR MORE INFORMATION DESCRIBING TYPICAL MAINTENANCE INDICATORS AND MAINTENANCE ACTIVITIES. f I no maintenance was reouired based on the insoection results, state "no maintenance reauired." Date Results of Date Maintenance Completed and What to Look For? Inspected Inspection: Description of Maintenance Conducted Work needed? (ves/no) Standing Water Structural Damage 3. Attach copies of aval1able supporting documents (photographs, copies of maintenance contracts, and/or maintenance records). C C Resort View Preliminary SWQMP October 15, 2019 PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM Detention Tank -Side 2 This guide sheet provides general indicators for maintenance only and for a wide array of treatment control BMPs. Your developer prepared maintenance plans specifically for your treatment control BMP as an appendix to the Storrnwater Management Plan. Also, if you have a manufactured structure, please refer to the manufacturer's maintenance instructions. Routine maintenance is needed to ensure that flow is unobstructed. Typical maintenance consists of the f II . o owmo: Bioretention BMPs Inspection and Maintenance Checklist Typical Maintenance Indicators Typical Maintenance Actions Standing water (Inlet not draining). Consult a licensed engineer to assess options for replacement or repair. If mosquito larvae are present and persistent, contact the San Diego County Vector Control Program at (858) 694-2888. Mosquito larvicides should be applied only when absolutely necessary and then only by a licensed individual or contractor. Obstructed inlet or outlet structure Clear obstructions. Damage to structural components such as inlet, or Repair or replace as applicable. outlet structures. C C Resort View Preliminary SWQMP October 15, 2019 PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM Biofiltration -Side 1 1. Transcribe the following information from your notification letter and make corrections as necessary: Permit No.: ____________________________ _ BMP Location: ___________________________ _ Responsible Party: _________________________ _ Phone Number:(_ ) ________ Email: _____________ _ Responsible Party Address: _____________________ _ Number Street Name & Suffix City/Zip D Check here for Address/Phone Number Change 2. Using the Table below, please describe the inspections and maintenance activities that have been conducted during the fiscal year (July 1 -June 30), and date(s) maintenance was performed. Under "Results of Inspection," indicate whether maintenance was required based on each inspection, and if so, what type of maintenance. If maintenance was required, provide the date maintenance was conducted and a description of the maintenance. REFER TO SIDE 2 OF THIS SHEET FOR MORE INFORMATION DESCRIBING TYPICAL MAINTENANCE INDICATORS AND MAINTENANCE ACTIVITIES . If no main enance was requ,re ase . t . db d on t e insoec ton resu s, s a e no main enance reawre . h . f It t t " . d" Date Results of Date Maintenance Completed and What To Look For? Inspected Inspection: Description of Maintenance Conducted Work needed? (ves/no) Standing Water Structural Damage 3. Attach copies of available supporting documents (photographs, copies of maintenance contracts, and/or maintenance records). C C C Resort View Preliminary SWQMP October 15, 2019 PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM Bioretention -Side 2 This guide sheet provides general indicators for maintenance only and for a wide array of treatment control BMPs. Your developer prepared maintenance plans specifically for your treatment control BMP as an appendix to the Storrnwater Management Plan. Also, if you have a manufactured structure, please refer to the manufacturer's maintenance instructions. Routine maintenance is needed to ensure that flow is unobstructed. Typical maintenance consists of the i I . olowmg: Bioretention BMPs Inspection and Maintenance Checklist Typical Maintenance Indicators Typical Maintenance Actions Accumulation of sediment, litter, or debris Remove and properly dispose of accumulated materials, without damaae to the veaetation. Poor vegetation establishment Re-seed, re-plant, or re-establish vegetation per original plans. Overgrown vegetation Mow or trim as appropriate, but not less than the design height of the vegetation per original plans when aoolicable. Erosion due to concentrated irrigation flow Repair/re-seed/re-plant eroded areas and adjust the irrioation svstem. Erosion due to concentrated storm water runoff flow Repair/re-seed/re-plant eroded areas, and make appropriate corrective measures such as adding erosion control blankets, adding stone at flow entry points, or minor re-grading to restore proper drainage according to the original plan. Standing water for longer than 96 hours following a Make appropriate corrective measures such as storm event adjusting irrigation system, removing obstructions of debris or invasive vegetation, clearing underdrains (where applicable), or repairing/replacing clogged or comoacted soils. Obstructed inlet or outlet structure Clear obstructions. Damage to structural components such as inlet or Repair or replace as applicable. outlet structures. LET'S GET IT DONE R-Tank® stormwater systems provide underground storage of stormwater. After a rain event fills the R-Tank®, stormwater can flow into the drainage system, infiltrate into the ground, or be reused. The system is an alternative to stormwater basins and a more efficient, space saving alternative to other underground systems for detention, infiltration, and recycling stormwat er. 2 R-Tank® is a modular system and can be assembled to a variety of heights from 2" to just under 7'. This rigid system can be placed be- neath a variety of surfaces including: Parking Lots, Streets and Access Roads, Driveways, Landscaping, Athletic Fields/Playgrounds, Swales and Channels. R-Tank® can be used for a variety of applications including: Retention and Infiltration, Detention, Recycling or Harvesting, Pond Retrofits, Dry Wells, and Bioretention. With an unlimited array of possible design configurations, the R-Tank®- can adapt to your project to make the most economical systems pos- sible. Strength. Versatility. Cost-Effectiveness. And we're just getting started! BENEFITS High Capacity • 95% void internal area Strength • Easily supports traffic loading from parking lots and roads • Backfill with sand -no stone required Design & Construction Versatility • Combine modules into any shape to efficiently use space • Vary height from 2 inches to 7 feet Increased Infiltration and Exfiltration • Outer shell is 90% open • Increases groundwater recharge, reducing post- construction discharge volumes Easy to Transport • Can be supplied unassembled for reduced delivery costs Lightweight and Quick to Install • Installed by hand; no cranes required • Reduces site access delays Permanent and Maintainable Storage Volume • All storage volume is isolated inside filter fabric envelope • No reliance upon unsustainable, temporary, assumed void space in crushed gravel backfill Recycled Content • Manufactured with recycled polypropylene • Light Duty module (30 psi) • Ideal for applicaions in green space • Four internal plates • 12" -36" cover • Heavy Duty module (33.4 psi) • Standard module for HS-20 traffic application • Five internal plates • 18" -84" cover ~""I....._~~ ... if41~•¢( ...__'-.:-'.J • Super Duty module (42.9 psi) • Higher safety factors for shallow traffic appli- cations and deeper cover • Five internal plates • 120" maximum cover ..-=,~---...-m~• ~ .__..___..._.;I • Extreme Duty module (320 psi) • Traffic loads with 6" cover or 16.5' maximum cover • Available from 2" -1 O' • 90%void 3 Many factors will influence the design of the R-Tank® system. While this list is not intended to be all-inclusive, sev- eral design considerations are worth highlighting: T0TALCOV£~ 20" ..... IMUM #HOM"MAXM.JN. l'IRST ,rMUSTae FREE~ IIACICl"ll(SPECSECTION2.mtl): STONEcUi"OR SOl-(U&cs Cl.AM OW. OP. '11W OR 8P). AOClll10HAl.. FU. MAY BE STRUCTURAL FU. f$Pf:C SECTION 2.0X:): STCI\IE OR SOI. (USCS a.ASS SM, SP, SW, OM. GPOR OW) WllH MAX Cl.AV CONTENTc1CN. MOTES: • FOflCOMP\.n'EMOOU..EO/IIT"-SEl!N'PROPRIATER-TN«HIMODULES,t,EET • INSTAUATIONS~THISOETALt.EEl'~SCW'H20L.<>AaNOP£RTHE1N:l. 13TH EOl'TlON OF THE otNERICNol ASSOCli\TION OF STATE. MOHWAY NC TRAFRC • ~,'..~=~TIONS MAX 2W P~ NO. 200 ~. #,NO MAX N.ASTICfTY -..:JEXOF .&.A MIN. tr COVER MUST 8E MM(f.-.»ED 8ElWEEN 8ACl<Fl...l. l!.QUIPt.ENT N«J THE TOP Of' THe: II-TANK'"' 5YSnM AT AU. TIMES. TOTAL HEIOHT C#-TOP 9ACl<FU. aH0(..l.D NOT IEi«:EED T. ca,,TACT ACF ENVIRONMENT AL F M0AI!: THNII r CIA LESS TWIN ZIT OF ToP 8ACKFU CS ft£QU9\ED (f'AOM TOP Of' TN« TO TOP OF PAIIEMEHT'). Oll!OOAIO (Tl:.N&AA ~1200 OR EQIJH.J PlACa> 1r NltCN£ THE R-T~SYSTEM. CNEN.AP ADJACENT PJ\NELS BY 1r MIN.. OEOORID 8HOUI.D ElrTVC) 3' 8EYONO 1'HE EXCAVATION FOOTPRINT. 1. PRE-TREATMENT 2. BACKflll MATERIALS 3. RUNOFF REDUCTION 4. WATER TABLE 5. CONSTRUCTION LOADS 6. LATERALLOADS 7. R-TANK® MODULES EXCA'-'ATIONL-..; .---,ue, ,..........,, m) 8,,\SE; :,-MIN. FRU DRM<,IMQ IIACKFU. (SPEC SECTIOH 2.038) CCN>ACTED TO 116"4 STANDAAD PAOCTIJA 0EHSlTY IS REQUIRED• TO PROYl0E AI.F,,'l;L BAK SURFAiCI!.. t,UST ee SMOOTH. FAE£ OF u.u>S OR 0EDRtS, NC) EXTEM) 2' 8EVONDfl..TANl<'OFOQTPRINT. AaeAAl'IGCN"N;nYOF 2.000 PSf' Ml.18T IIE ACHIE\IEO l'RIOA TO IN$TM..UHO A-T_.a. N4Tf\l'E S(MLa l,l,AY M ACCE:FfA&l..E IF 0ETERIIM6>TO IIIE &T..a..J! IIYO¥iiNER'li 91G91Eet. $IOE BAO<FILL: :M" ...... Oil' Fl'ffll! ORAIJ-..o BACKFU.{SPEC SECllON 2.038): STONE ct,,r OR SOIL (USCS CLASS OW, OP, $WW OR SP). MUST It£ FREE FROM LUMPS. DEBRIS MID OTHEA SHARPO&IECTL SPReAD F,/EHI.YTO PREVENT R-TANIQ'G MO'IEMENT. OOMPACT SIOE BACKFI..L VYITH l>0WERED M£~ COMPM::TOR .. ITLFTL 8. LOAD MODEUNG "FORNFLTftATlOHAPf'UCtl.TIONS,llASE&HN.Lfll!4"MIN.UN(;.(U>AC'TEOFREl!~8ACKFLL(SPEC&ECTIClN2.c:m)l'OPRO\ll:EAI.EVEL8ASESORFACE.MUSTHE SMOO-ni.FREEOFLUMP80ADEQRIS.NfDerrEH07BEVOf«:>R-TANl('CIFOOTI>RWT. ABEARINQCN>N:ffYOF2.000PSFMUST8E..a-11E'VEt>~TON$TAIJ.NOA-TANl(H). 1. PRE-TREATMENT Removing pollutants from runoff before they enter an underground detention system is the only smart way to design & build a system. The best way to do that is with the Trash Guard Plus® (see page 6), but many other ways exist. Be sure the system you select will remove: • Heavy Sediments • Gross Pollutants (trash) • Biodegradable Debris 2. BACKFILL MATERIALS Backfill materials should be stone (smaller than 1.5" in diameter) or soil (GW, GP SW or SP as classified by the Unified Soil Classification System). Material must be free from lumps, debris and any sharp objects that could cut the geotextile. See the R-Tan k® narrative specification section 2.038 for additional information. 3. RUNOFF REDUCTION Runoff Reduction -Most designs incorporate an out- let to drain the system at a controlled rate and/or an overflow to prevent flooding in extreme events. But be sure to take advantage of any infiltration you can achieve on the site. Consider raising the invert of your outlet or creating a sump to capture and infiltrate the water quality volume whenever possible. 4. WATER TABLE While installing the R-Tank® below the water table is manageable, designers must be able to create a sta- ble base and account for the system's ability to drain this water out or limit its ability to enter the system. If a liner is used to prevent ground water from entering the system, measures must be taken to prevent the system from floating. 4 5. CONSTRUCTION LOADS Construction loads are often the heaviest loads the system will see throughout its life. Care must be taken during backfilling and compaction using the proper equipment (see specification section 3.05), and post-installation construction traffic should be routed around the system (Installation Guide step 12). 6. LATERAL LOADS As systems get deeper, the loads acting on the side of the tank increase. These lateral loads should be con- sidered when the bottom of the system is 1 O' or more below finished grade. 7. R-TANK® MODULES Be sure to select the right module for your applica- tion. See the information on page 3 for more details on which module is the best fit. Also refer to the speci- fications for each module on the back of this brochure or call us for assistance. 8. LOAD MODELING A safety factor of 1.75 or higher is required when de- signing with R-Tank®. Be sure to run your own loading model with all requirements specific to your site. Sev- eral example models can be found in our Tech Note 1 on loading capabilities, and minimum cover require- ments for various loads can be found in the spec on the back of this brochure. It's no secret that much of the nation's infrastructure will be rebuilt in the coming years. This reconstruction must include moving beyond traditional systems that do ONE THING very well to systems that accom- plish MULTIPLE objectives. R-Tank® can play a significant role in this process when used as an integrated alternative to stormwater pipe. BENEFITS: Pipes -Moves runoff from its origination point to a discharge point -Typically solid, preventing exfiltration -Smooth surfaces move 100% of contents -Round flow area concentrates flows into the center of the pipe -Highly efficient, providing a low Manning's N (typically .01 0 -.013), which short-circuits time of concentration PAVEDRAIN R-Tank® -Moves runoff from its origination point to a discharge point -90% open exterior encourages exfiltration -Contoured bottom plate retains runoff and reduces outflows -Square flow area spreads flows across the bottom, encouraging infiltration -Highly turbulent, providing higher Manning's N (typically .025), which extends time of concentra- tion FOCALPOINT Traditional pavements move vehicles efficiently, but are easily damaged by stormwater. PaveDrain handles both traffic and stormwater with ease, making it a critical component of an integrated infrastructure plan. Traditional landscaping adds aesthetic value to projects, but has more potential. Many developers turn to bioretention, but are forced to surrender massive land areas to accomplish modest goals. FocalPoint reduces the space requirements of bioretention by up to 90% while providing all the water purification benefits. -Handles all vehicular loads -Drains ten times faster than competing pervi- ous pavements: over 4,000 inches/hour -Reduces long-term maintenance costs -Provides detention volume within the block and in base materials -Encourages infiltration -Pair with R-Tank® to maximize water storage and transport -Adds aesthetic value to properties -Cleans runoff to improve water quality -Reduces space requirements of traditional bioretention systems -Encourages infiltration to reduce volume of water discharged -Pair with R-Tank® to maximize water storage and transport ~, '7<'W:T'71'71r.r-:r'.:rr.T':Tr.T":1"::r=T=:rr.1"':T=l":T':T==".Tr.rl 1 T.........,....,_,,,., ~ IW'IIOiAA.CH(NOFlNESJ ~ 1rHIOHA.J:JWIEOM 10D"tHR('ra'l.J (1EESPECACATIONS} rBRl>GIHOSTONE (SfflPEaACATIONS) """""""'""""'""" (DEP'n,tV,t,RES) '-S" COMPACTED BASIE (MIN.) . , /, ,. """""'-' 5 Maintaining the pre-treatment systems on a site is the most important factor in keeping an R-Tank® System healthy. However, there are a few ways to make flushing out the R-Tank® a snap. 1. PRE-TREATMENT Trash Guard Plus® units (see below) will prevent un- wanted trash and sediments from entering the R-Tank®. You may also want to consider having the R-Tank® units penetrate the connecting structure, which allows the use of the R-Tank® as its own trash screen. This works best with a structure that includes a sump. 2.SEDIMENTFOREBAY Forebays can be easily formed out of the R-Tank® itself, helping to facilitate maintenance by reducing the time and expense of maintenance efforts, as well as improv- ing performance. 3. MAINTENANCE PORT These ports allow access for backflushing the system, and should be included within 1 O' of all inlet and outlet connections, and roughly 50' on center. MAINTENANCE PREVENTION TRASH GUARD® FOREBAYDETAIL MAINTENANCE PORT DETAIL DEPl>t,,_ . . ... fN« '2"-·-IW: =-= ... , ....... Jlr-·----12' rt,..T~ tr--1.N'W.X 12" """"'""""°"""' _.,.AM'.:IMDPIIIOC10R ....... ~== -~--~J~ ~~::: :.-::~ f',I\TI'EftN ()lt£0.JYM.BtT Trash Guard® is a patented stormwater pretreatment device that captures debris, sediment and floatables. Easy to install and main- tain, it is a fraction of the cost of other pretreatment devices. Benefits of Trash Guard® -Simple retrofit to existing catch basins -Installs without heavy equipment -Quick and easy assembly -Adjusts to irregular catch basin bottoms and/or walls -Eliminates eyesore stormwater trash at public parks, beaches, and waterways -Removes harmful nutrients and regulated metals 6 CAD DRAWINGS Module Drawings -Single MODULE C».TA u».oltATNl: SUNl.~OM.Y) H9211,(Wn11D'~8YSTOI) IIM.TDtlM.:t«N,RECYQ.EO IIIMU.11'\.ATU Nit POL~ .....wTll'OTAl.!116 Inlet/ Outlet Pipe Connections ec>YEWOC~00loN!ICTl0N QIT...,..-X-IN'nCF.--:aucJHTl.Y WIOBl'n-wtP'!Pe.f'l.l..ln«,....-: ::::oENn:o.i~~== r -----, I I I I I I I I L_ ~-1110 ...... INtl>-a&.li-·-- HS 20 Load ~-=,""".,.'"....,a,.,.""= "'"""""""""" --'""""""" -~---..... --ff•'t-...X,,.,,U-tfT -1"11U.ATJON9-~0llrlAA...u!'f~Ql-~1'91.n«1-. 1.P>iUJrt10NO#'J>e~....o<:Ml'IOI00¥ST"A'Te.-V~"""""" OfflCWIU(M9flOIST-~lDCI _.....,n....,.~HOr- ~~~~=----=.o~;~~~~~~==:::;~~~=:.,--:;~. Maintenance Port llo\CIIA.LCOIIPACn!DTO tn.STIINDAADPl'tOCttlllt NOTES :---niiPORT•UIEOTOflUIIP-TERINTOfflECYSTal =~~~TmSEDIMENTSJTHA.TIT _.,.MQ.IAEDIIIAllff&WCIENCl.l.u.sA Q.WtTBILT....-ecTIOl'fCl.-..oTHEARSf ff!ARCF CPERAT'ONNIDA'l'£AALYIN!IPETION~ "-'-......... ~=A.IC> ,..T...,..,U,YElB:DINTIW'AC . 17'-•WYAlt :.= ,.._,.,. '"""""'""·-I\AEAS(IIQP£Jel091"0fAl) ~"L ... ::"'n:;:ctfNG /r """"' Pipe Boot "'""""''-el CHUlAO'ill-T ....... N:>TLCUTF...-:NIDWN#AIU.NO -""£90mt.TN'EIIJT'SOIIET\Y -STN:l'II-T-.-N'EEl'l'U.EWJ StW.l.NOTl'ASSTHIOJQMF~ """" •120Z/S'f~OEO"rEmL.I! • ,"8111CC<:UNITOAT0Jf80E ~ CJrN.ff0.11\ET PA: Cistern Pavement 1 O oz Nonwoven geotextile """'-""' SECTION VIEW Inlet pipe carrying pr&-filtered stonnwater Geogrid 7 and Module (Units) Width (Inches) Length (Inches) Height (Inches/ft) Tank Vol (cf) Storage Vol (cf) Weight* (lbs) Mini 15.75 28.15 9.45" / 0.79' 2.42 2.30 10.19 / 10.95 Single (1) 15.75 28.15 17.32" / 1.44' 4.44 4.22 15.73 / 17.35 Single + Mini (1.5) 15.75 28.15 25.98" / 2.17' 6.67 6.33 23.61/ 25.98 Double (2) 15.75 28.15 33.86" I 2.82' 8.69 8.25 29.15 / 32.37 Double + Mini (2.5) 15.75 28.15 42.52" / 3.54' 10.91 10.36 37.02 I 41 .01 Triple (3) 15.75 28.15 50.39" / 4.20' 12.93 12.28 42.56 / 47.40 Triple + Mini (3.5) 15.75 28.15 59.06" / 4.92' 15.15 14.39 50.43 / 56.03 Quad (4) 15.75 28.15 66.93" I 5.58' 17.17 16.31 55.97 / 62.43 Quad + Mini (4.5) 15.75 28.15 75.59" / 6.30' 19.39 18.42 63.85 I 71.06 Pent(5) 15.75 28~ 15 83.46" I 6.96' 21 .41 20.34 69.38 I 77.45 • Weights Shown are for Standard A-Tank and A-Tank"' 11)iu11_. ,._;..,, I Module (Units) Width (Inches) Length (Inches) Height (Inches/ft) Tank Vol (cf) Storage Vol (cf) Weight (lbs) Single (1) 15.75 28.15 9.45" / 0.79' 2.42 2.30 10.95 Double (2) 15.75 28.15 18.12" / 1.51' 4.64 4.41 19.58 Triple (3) 15.75 28.15 26.79" I 2.23' 6.86 6.52 28.21 Quad (4) 15.75 28.15 35.46" / 2.96' 9.08 8.63 36.84 Pent (5) 15.75 28.15 44.13" / 3.68' 11.30 10.74 45.47 Hex(6) 15.75 28.15 52.80" I 4.40' 13.52 12.84 54.10 Septa (7) 15.75 28.15 61.47" / 5.12' 15.74 14.95 62.73 Octo(8) 15.75 28.15 70.14" / 5.85' 17.96 17.06 71 .36 Nono (9) 15.75 28.15 78.81" I 6.57' 20.18 19.17 79.99 Decka (10) 15.75 28.15 87.48" I 7.29' 22.40 21.28 88.62 0 {t)ifila!I~ <.'--'-"'> Height (Inches/ft) Tank Vol (cf) Storage Vol (cf) Weight (lbs) (97" I 0.164' 0.53 cl 0.48 4.00 lbs ·stack Individual Units lo Make Any Height Up To 10' Item Description Value Void Area Volume available for water storage 95% 95% 95% 90% Surface Area Vold % of exterior available for infiltration 90% 90% 90% 90% Compressive ASTM D 2412 / ASTM F 2418 30.0 psi 33.4 psi 42.9 psi 320 psi* Strength Unit Weight Weight of plastic~ cubic foot of tank 3.29 lbs/cf 3.62 lbs/cf 3.96Ibs/cf 7.55 lbs/cf Rib Thickness Thickness of load-bearing members 0.18 inches 0.18 inches 0.18 inches Service Safe temperature range for use -14-167°F -14-167°F -14 -167°F -14 -185° F Temperature Recycled Content Use of recycled polypropylene 100% 100% 100% 100% Minimum Cover Cover required for HS-20 loading Green Space Only 20" 18" 6" Minimum Cover Cover required for HS-25 loading Green Space Only 24" 18" 6" Maximum Cover Maximum allowable cover depth 36" 6.99' 9.99' 16.7' 7iD16 For more information about Sta, mwate, Management contact us c1t 800 448 3636 I I) \ A ~r' email at info@acfenv com \ r ' ~ / irT\{fTIT nl'\Jf ( { Resort View Preliminary SWQMP October 15, 2019 ATTACHMENT 4 City standard Single Sheet BMP (SSBMP) Exhibit [Use the City's standard Single Sheet BMP Plan.] I :,' s I I BMPTABLE BMPID# BMPTYPE SYMBOL CASQANo. Treatment Control 0 BIO-FILTER v@/l TC-32 0 BIO-FILTER ~~ TC-32 0 BIO-FILTER WM TC-32 0 BIO-FILTER vm~ TC-32 0 BIO-FILTER v@~ TC-32 HYDROMODIFTCATTON & TREATMENT CONTROL HYDROMODIFICATION WET VAULT MP-50 0 (R-TANK) R:AA8:AAl 0 SIJMPPUMP e NIA LOW IMPACT DESIGN (L.I.D.) SOURCE CONTROL I II I 0 TRASH ENCLOSURE 11 I 1111 SD-32 0 TRASH ENCLOSURE 1111111 SD-32 @ -@ STENCILS NO DUMPING DRAINS TO OCEAN SD-13 N w E s JIIJB Engineering 0 '10 IL ~--'--~-'-210_~...,_~~I Feet Professional Civil Engineer and Land S urvryor 404 South Live Oak Park Road Scale: 1"=10' Fallbrook, CA 92028 Phone: 760 731-6603 DATE REVISION DESCRIPTION E-.Mail: :i\fLHcncsh@pacbell.net SWMPNo. -----SDP20 I 8-0022 PARTY RESPONSIBLE FOR MAINTENANCE: RNR INVESTMENT & DEVELOPMENT, LLC 23800 VIA DEL RIO YORRA LINDA, CA 92887 (714) 692-9120 PLANS PREPARED BY: lv1LB ENGINEERING 404 SOUTH LIVE OAK PARK ROAD FALLBROOK, CA 92028 (760) 731-6603 B:v!P NOTES: MICHAEL BENESH RCE 37893 I. THESE BMPS ARE MANDATORY TOBE INSTALLED PER THESE PLANS. 8/15/19 DATE I. NO CIIA"IGES TO THE PROPOSED DMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 2. NO SUBSTITUTIONS TO TIIE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO OCCCPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND l'-!STALLATION. 4. REFER TO MAINTENANCE AGREEl\1ENT DOCUMENT. 5. SEE PROJECT SW AMP FOR ADDITIONAL INFORMATION. . QUANTITY DRAWING No. SHEET J\ o( s ). IKSPECTION* MAINTENANCE* FREQUENCY FREQUENCY I EACH QUATERLY & QUATERLY & AFTER RAIN AFTER RAIN EVENT EVENT !EACH QUATERLY & QUATERLY & AFTER RAIN AFTER RAIN EVENT EVENT I EACH QUATERLY & QUATERLY & AFTER RAIN AfTERRAIN EVENT EVENT I EACH QUATERLY & QUATERLY & AFTER RAH, AFTER RAIN EVENT EVENT I EACH QUATERLY & QUATERLY & AFTER RAIN AFTER RAIN EVENT EVENT I EACH ANNUAL& A'INUAL & AFTER RAIN AFTER RAIN EVENT EVENT !EACH ANNUAL& A'-INUAL & AFTER RAIN AFTER RAIN EVENT EVENT ANNUAL ANNUAL ANNUAL Plan Date: 8/15/19 I SlllET I City of Carlsbad I SHE1TS I ENGINEERfNG DEPARTMENT SINGLE SHEET BMP SITE PLAN Resort View Apartments 7527 ROMERIA STREET CARLSBAD, CA APNs 216-300-12 & 216-300-13 RECORD COPY I PROJECT No. I DATE INIT. DATE INIT. I DRAWING No. I INITIAL DATE OTHER APPR. CITY APPR. N 0