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HomeMy WebLinkAboutWPO201800062 VSMP - SWPPP 2018-09-11 Storm Water Pollution Prevention Plan (SWPPP In Compliance with: General VPDES Permit for Discharges of Stormwater From Construction Activities, Permit No. VAR10 Virginia Stormwater Management Program (VSMP) Stanley Martin at Hollymead Towncenter Block - C6 Albemarle County, Virginia WSSI #30335.01 Prepared for: SM Charlottesville, LLC c/o Stanley Martin Homes 99O'1 \eGo� 12,0°�ti 404 People Place Suite 303 p,Q e02,ce �`peP Charlottesville,VA 22911 by0.:!c%etoP� �pbv 1°' August 2018 oae v F\\e Prepared by: 9144;1,I 0 (0) -�" - Wetland Studies and Solutions Ins • a Dr VEY' ':company 717 N Courthouse Road,Suite101 Richmond,Virginia 23236 Tel:804-253-9880 Email:contactus@wetlandstudies.com www.wetlandstudies.com Hudgins, Tucker From: Hudgins, Tucker Sent: Thursday,August 9, 2018 3:49 PM To: 'Geoff Elsie' Subject: RE: SWPPP Question Yes,the project is in Albemarle. And great I will do the latter because it is a time sensitive project. Thanks again for your help! Tucker From:Geoff Elsie<gelsie@albemarle.org> Sent:Thursday,August 9, 2018 3:40 PM To: Hudgins,Tucker<thudgins@wetlands.com> Subject: RE: SWPPP Question Is the project in Albemarle County? If it is, do a FOIA request for the Stormwater plans to the County. But if you still cannot get a sealed copy,then in the SWPPP packet, a correct revision without the seal will work. Geoff Elsie Senior Inspector- Engineering Community Development County of Albemarle Cell—434.270-3471 gelsie@albemarle.org From: Hudgins,Tucker<thudgins@wetlands.com> Sent:Thursday, August 9, 2018 3:31 PM To: Geoff Elsie <gelsie@albemarle.org> Subject:SWPPP Question Hi Geoff, I hope you are having a good week. I had a question for you regarding SWPPP submittals. In the SWPPP binder, do the plans need to be the stamped/signed copies or can I submit the set that I know has been approved, but has the same LOC, dist. acreage,etc.? I am asking because we are having a hard time getting our hands on a stamped/signed copy for a project. Can a SWPPP packet still be approved with this information? Please let me know what you think. Thanks in advance Tucker Hudgins,CESSWI I Environmental Compliance Specialist 1 Wetland Studies and Solutions,Inc., a division of The Davey Tree Expert Company 717 N.Courthouse Road,Suite 101 I Richmond,Virginia 23236 cell:804.955.5213 I office: 703.679.5600 ext.5685 thudgins@wetlands.com I www.wetlands.com IIE © T Click to view WSSI's social networks.We welcome new connections! Please consider the environment before printing. 2 Storm Water Pollution Prevention Plan (SWPPP) In compliance with: General VPDES Permit for Discharges of Stormwater From Construction Activities, Permit No.VAR10 Virginia Stormwater Management Program(VSMP) Stanley Martin at Hollymead Towncenter- Block C6 (±3.81 acres) WSSI #30335.01 SWPPP Coordinator: John Kessler (Name of Person) Land Acquisition Manger (Title) Stanley Martin Homes (Company) (434)964-6173 (Phone#) Delegation of Authority: (Name of Person or Company) "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am t aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." "I certify that the SWPPP coordinator named above is my duly authorized representative for this Project;and that the delegated authority has the right to modify the SWPPP and sign inspection reports in accordance with Part II A 7 of the Permit". Signature: Date: 301Z,01 Y [Authorized epresentative per Part III K 1 of the Permit,Appendix 1J Name: eremy Swink Title: Vice President of Land—Piedmont Region Legal Entity: SM Charlottesville,LLC Stanley Martin at Hollymead Towncenter-Block C6 �' Wetland --...."'"-- August 2018 .�asd.avµ`P`` An 2 DIIIMM company RECEIVED AU6 1 4 7018 COMMUNITY QEVaLOPMENT Stormwater Pollution Prevention Plan (SWPPP) Stanley Martin at Hollymead Towncenter Block - C6 (±3.81 acres) WSSI #30335.01 Albemarle County, Plan #WP0201700039 TABLE OF CONTENTS 1. Introduction A) Plan Purpose B) Background- Construction General Permit No. VAR10 II. Plan Requirements A) General Requirements 1) Deadlines 2) Incorporation of Other Plans 3) Plan Administration 4) Plan Updates &Modifications B) Specific Requirements 1) SWPPP Contents 2) Controls and Measures 3) Erosion and Sediment Control Plan 4) Stormwater Management Plan 5) Pollution Prevention Plan 6) Receiving Waters 7) TMDL Limitations & Impaired Waters 8) Maintenance 9) Inspections 10)Non-stormwater Discharges References Appendix 1 DEQ Permit Letter, General Permit for Discharges of Stormwater from Construction Activities (VAR10) Appendix 2 Submittals [Registration Statement, Fee Form, Permit History, etc.] Appendix 3 Record of Land Disturbance& SWPPP Modifications Appendix 4 Record of Inspections Appendix 5 Record of Contractor Certification Appendix 6 Record of Inspector Certification Appendix 7 Temporary BMP Location Tracking Appendix 8 Plan Sheets Appendix 9 Record of Public Availability Appendix 10 Miscellaneous [i.e. Maps, Impaired Waters Fact Sheets, Nutrient Offsets, etc.] Stanley Martin at Hollymead Towncenter Block-C6jl fis ✓may /�... August 2018 s,,a...+°`? Page 3 a O NE14..company Stormwater Pollution Prevention Plan (SWPPP) Stanley Martin at Hollymead Towncenter Block - C6 (±3.81 acres) WSSI #30335.01 I Introduction A) Plan Purpose This Stormwater Pollution Prevention Plan(Plan)has been developed as a requirement of the Virginia Stormwater Management Program(VSMP) General Permit for Discharges of Stormwater from Construction Activities (Permit), as defined in 9 VAC 25-880 et seq. The purpose of this Plan is to: 1) Identify potential sources of pollution that may reasonably be expected to affect the quality of stormwater discharges from the construction site, and, 2) To describe and ensure the implementation of practices that will be used to reduce pollutants in stormwater discharges from the construction site and to assure compliance with the conditions of the Permit. Implementation of the components of this Plan is required as a condition of the Permit(Appendix 1). Albemarle County has been granted authority to administer the Virginia Pollutant Discharge Elimination System(VPDES)program and is therefore the regulatory authority overseeing the implementation of this Plan. B) Background- Construction General Permit No. VAR10 The Permit has a fixed term of 5 years from the effective date of July 1, 2014 and is required for all projects that will disturb 1 or more acres of total land area. To obtain a Permit, operators must submit a Registration Statement(Appendix 2)prior to the commencement of construction activities (clearing, grading, or other activities that result in soil disturbance). The Permit authorizes the discharge of stormwater from construction activities until the Permit's expiration date. The Permit also authorizes the discharge of stormwater from offsite support activities, provided that certain conditions are met as outlined in the Permit(Part I A.2.). Certain non-stormwater discharges are also authorized by the Permit,provided the conditions contained in the Permit(Part I E.) are met. Upon final stabilization of the site, a Notice of Termination must be submitted to the VSMP Authority within 30 days. Termination of authorizations to discharge shall be effective upon notification from Albemarle County that the provisions of subsection A have been met or 60 days after submittal of the notice of terminations, whichever occurs first. 1 F / Stanley Martin at Hollymead Towncenter Block-C6 August 2018 Page 4 a 01111111.1.C„I„1vIf„ II Plan Requirements A) General Requirements 1) Deadlines The Plan shall be prepared prior to the submittal of the Registration Statement and shall provide for compliance with the terms and schedule of the Permit beginning with the initiation of construction activities. 2) Incorporation of Other Plans The Plan requirements of the Permit are satisfied by incorporating by reference other plans developed for this construction activity,provided that the other plans meet or exceed the requirements of Part II.D. of the Permit. The construction plans developed for this project, Plan #WPO201700039 has been approved by Albemarle County. The construction plans meet current Albemarle County requirements regarding erosion and sediment control and stormwater management, and also comply with state regulatory requirements as presented in the Virginia Erosion and Sediment Control Handbook, Third Edition. All plans incorporated by reference into the Plan are enforceable under the Permit. The above referenced plan(s)will be hereby referred to as the"Project Design Plans". The Stormwater Pollution Prevention Plan is referred to as the"Plan." 3) Plan Administration The Plan shall be certified in accordance with the Permit(the certification statement is presented in the beginning of this Plan). Copies of the Plan shall be kept on-site and be made available to the Department, or other regulatory agencies having authority, upon request. The Plan must also be available to all operators identified as having responsibilities to carry out provisions contained in the Plan. The Plan must be made available to the agencies listed in the Section II.D.2 of the Permit at the time of on-site inspections. The Plan must be maintained on-site when no personnel are present —if no such location exists on-site, notice of the SWPPP's location must be posted in accordance with the Section II.C. Furthermore, a sign or some form of notice must be posted near the entrance of the construction site(Section II.C.). Additionally,the Plan must be made available to the public either electronically or by hard copy per Section II.D.3. A Record of Public Availability is located within Appendix 9. 4) Plan Updates &Modifications The Plan shall be amended whenever there is a change in design, construction, operation, or maintenance of the construction site that has a significant effect on the potential for the discharge of pollutants to surface waters and that has not been addressed in the normal implementation of the Plan. The Plan shall also be updated whenever it is found to be Stanley Martin at Hollymead Towncenter Block-C6 (r.:tegtei, '••--�etlan�� ; August 2018 S'tidh,,,as,�ciow•`" Page 5 ONIEYT LI„ ineffective in meeting the requirements of the Permit. If approval by the Virginia Erosion and Sediment Control Program(VESCP) authority, VSMP authority, or department is necessary for the control measure, revisions shall be completed no later than seven calendar days following approval. Modifications to the Plan as well as dates of major land disturbance, stabilization, and activity will be noted within the"Record of Land Disturbance and SWPPP Modifications"document found within Appendix 3. If modification or amended activities cannot be adequately described within Appendix 3, additional documentation will be included within the Plan. B) Specific Requirements 1) Stormwater Pollution Prevention Plan Contents Many of the items required by the Permit(Part II A., Appendix 1) can be found in the Project Design Plans,which are incorporated by reference into this Plan. A summary of the required elements is provided in Table 1,with a reference to the sheet number in the design plans where the required element can be located. SEE NEXT PAGE FOR TABLE 1. Stanley Martin at Hollymead Towncenter Block- C6 ' +/ ., r -- Wetland August 2018 �over companyPage 6 Table 1. Site Description Elements Please refer to the referenced location(i.e.Plan Sheet#)in the Project Design Plans or as referenced elsewhere. Location' Permit Hollymead Walk— Part H REOUIRED ELEMENT Phase H A.1... /Plan WPO201700039] a. A signed copy of the registration statement. See Appendix 2 b Upon receipt,a copy of the notice of coverage under the general VPDES permit(i.e.notice of See Appendix 1 coverage letter). pp c. A copy of the general VPDES permit. See Appendix 1 d. Description of construction activity. SHEETS #EP2&#EP5 e. A legible site plan,to include the following: - e.(1) Directions of stormwater flow and approximate slopes anticipated after major grading SHEETS activities. #EP7 e(2) Limits of land disturbance including steep slopes and natural buffers around surface waters SHEETS that will not be disturbed. #EP4&EP5 e.(3) Location of major structural and nonstructural control measures. SHEETS #EP4&EP5 See Exhibit 3, e.(4) Locations of surface waters. Appendix 10 e.(5) Locations where concentrated stormwater is discharged. SHEETS #EP7 Locations of support activities,when applicable and when required by the VSMP authority e.(6) (vehicle washing areas,storage areas,concrete wash out areas,fueling areas,sanitary waste See onsite map facilities,etc) e(7) The location of the on-site rain gauge or methodology established in consultation with the See Appendix 4 VSMP authority. (Inspection Forms) ADDITIONAL INFORMATION - A legible general location map See Appendix 10 Description of construction sequence of soil disturbing activities. SHEETS #EP2&EP5 Record of dates when major grading activities occur. See Appendix 3 Receiving and impaired waters information. See Sect.II.B.6&7 below Description of other potential pollution sources,including vehicle fueling,chemical storage See Sect.5 below areas,sanitary waste facilities,construction debris,litter,etc. [Attach to this Plan any required elements that are not found in the design plans.] 2) Controls and Measures The Permit requires the implementation of various types of controls and measures that are implemented to control pollutants in stormwater discharges from the project site. The Permit specifically requires the implementation of erosion and sediment control practices (both structural and non-structural), stormwater management practices, and specific other controls to reduce pollutants. All E&S and SWMBMP controls employed in this project were selected to meet and/or exceed state and local requirements and are detailed in the Project Design Plan(s). Piy1Stanley Martin at Hollymead Towncenter Block-C6 '�� �Wetlan�� •. - August 2018 S«d,.,,„d Page 7 a DORY..company 3) Erosion and Sediment Control Plan The Project Design Plans for this project contain detailed information regarding erosion and sediment controls used in this project. Specifically, E&S control measures can be found on the project design plans; Sheets#EP4 and#EP5 (also located within Appendix 8). These plans shall include a statement describing the maintenance responsibilities required for the E&S controls used. The project design plans should adequately: a) Control the volume and velocity of stormwater runoff within the site to minimize soil erosion; b) Control stormwater discharges; c) Minimize the amount of soil exposed during the construction activity; d) Minimize the disturbance of steep slopes; e) Minimize sediment discharges from the site; f) Provides and maintains natural buffers around surface waters; g) Minimize soil compaction; h) Ensure that stabilization of disturbed areas will be initiated immediately whenever any clearing, grading, excavating, or other land-disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; i) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation),unless infeasible, when discharging from sediment basins or sediment traps. Refer to Part II. A.2 of the permit for a more detailed list of erosion and sediment control plan requirements. 4) Stormwater Management Plan Stormwater management plans ensure the implementation and maintenance of post- development stormwater management controls to minimize pollutants in stormwater discharges from the site after final stabilization and general permit termination has occurred. Stormwater management controls that mitigate changes to pre-development runoff characteristics assist in protecting and maintaining the physical and biological characteristics of receiving streams and wetlands. Therefore, SWPPPs must include an approved stormwater management plan for new StanleyMartin at Hollymead Towncenter Block-C6 - 7/14 44,,,e0 August 2018 Page 8 a O1111.1M.company construction activities, a stormwater management plan compliant with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the VSMP Regulation for existing construction activities, or a stormwater management plan prepared in accordance with department-approved annual standards and specifications. The project design plans contain detailed information regarding stormwater management for this project. Specifically, elements required by 9VAC25-870 can be found on Sheet#EP9. 5) Pollution Prevention Plan The following Pollution Prevention Plan(Table 2) addresses potential pollution generating activities that may be expected to affect the quality of stormwater discharges from construction and related support activities. Specific locations of potential pollutants can be found on the updated project design plans or as referenced elsewhere. The person responsible for implementing the pollution prevention plan is the SWPPP Coordinator. All necessary personnel must be familiar with practices involved in: prevention, stopping, containing, clean up, and reporting any potential pollutant. SEE NEXT PAGE FOR TABLE 2. Stanley Martin at Hollymead Towncenter Block-C6 ' W� --=� 'etlan�� August 2018 •r4'dn and Solution,I's' Page 9 a DAIEY' .company Table 2. Pollution Prevention Plan Prevention-Stopping- Containing-Cleanup-Reporting A spill is reportable if it;causes a sheen(the sheen rule),creates discoloration/emulsion on surface waters, or reaches storm drains. Any Fish Kills must be reported. Reporting information regarding specific substances can be found below. Potential Pollution Generating Prevention/Response Activities: Quick Reference Chart Vehicle refueling will be conducted in a dedicated location away from Fuel and Vehicle access to surface waters.Secondary containment(berms), readily Maintenance available spill kits and cover will be provided where appropriate. For additional information,see Section 5.b below. _ Soaps,Solvents, Chemicals will be safely stored in sealed containers when not in use. Detergents& Clean-up and disposal will be done in a manner to prevent contact with Wash Water stormwater, utilizing;tarps, buckets, and proper disposal techniques. Hazardous For additional information,see Section 5.c below. Materials Chemicals will be stored in sealed containers in a safe location. Likely Hazardous or chemicals on site include:asphalt sealants, adhesives, concrete Toxic Chemicals admixtures, pesticides, herbicides, insecticides,fertilizers,and landscape materials. For additional information,see Section 5.c below. Fertilizers Fertilizers will be applied per manufactures recommendations and not during rainfall events. For additional information,see section 5.c below. On site portable lavatories must be located away from surface waters Sanitary Wastes and storm drains.Any spills must be cleaned according to federal,state and local regulations. For additional information,see section 5.d below. Wash Water Wash water will be directed to sediment basins or traps, using filtration Non-Stormwater without Soaps devices such as filter bags or sand filters,or similarly effective controls. Discharges Site Excavation Must pass through a sediment trapping device and be released onto a (Examples listed in Dewatering stabilized surface. Conveyance channels must be stabilized. Sect 2.B.10) Energy from clean water releases must be appropriately dissipated in a Utility Flushing stabilized area. For additional information,see Section 5.f below. Concrete wash water will be directed into a leak-proof settling basin or container.The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete Concrete Waste& wastes shall be removed and disposed of in a manner consistent with Managing Waste Wash Water the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters. For additional information,see Section 5.e below. Solid Waste All solid waste and debris must be deposited in dumpsters and kept out of surface waters. Other t Stanley Martin at Hollymead Towncenter Block-C6 August 2018 5.d,.,nJSo,,,,;oo..�^` Page 10 a DAIEY#company a) Spills Oil, chemical or other hazardous substance spills that exceed the reportable threshold, will be reported to the Department in accordance with Part III G. of the Permit as soon as the discharge is discovered, but no later than 24 hours. A reportable quantity of oil is defined by the EPA as a discharge to surface waters that causes a sheen, discoloration, and/or an emulsion. Reports will be made to the following: 1) DEQ Valley Regional Office Phone: (540) 574-7800 Pollution Response Program: (540) 574-7854 4411 Early Rd Harrisonburg,VA 28801 2) Virginia Department of Emergency Management Emergency Operations Center (EOC) Phone: 1-(800) 468-8892 Materials and equipment necessary for oil or chemical spill cleanup will be kept in the temporary material storage trailer onsite. Equipment will include,but not be limited to, brooms, dust pans,mops, rags, gloves, goggles,kitty litter, sand, saw dust, and plastic and metal trash containers. All oil or other chemical spills will be cleaned up immediately upon discovery. Spills large enough to reach the storm sewers will be reported to the National Response Center at 1- 800-424-8802. In the event of a hazardous spill contact: 9-1-1 b) Fuels and Oils (i) The State Code of Virginia §62.1-44.34:19, states that discharges that may be reasonably expected to enter state waters, lands or storm drains must be reported. In the event of a spill, it will be cleaned up immediately and the material, including any contaminated soil, will be disposed of according to all federal, state, and local regulations. (ii) Any on-site storage tanks will have a means of secondary containment. (iii) All vehicles on site will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Stanley Martin at Hollymead Towncenter Block-C6 f;- 9174446 Wetlan� August 2018 SNdasandSlucion+�� Page 11 a ONltll4.company (iv) Petroleum products will be stored in labeled, sealed containers. (v) Spill kits will be included with all fueling sources and maintenance activities. c) Hazardous and Toxic Chemicals (i) Spills of hazardous or toxic chemicals that exceed the reportable quantity threshold must be reported as stated above in Section II.B.5.a. The EPA lists reportable quantity thresholds under 40CFR Part 110, 40 CFR part 117or 40 CFR part 302. (ii) All paint containers and curing compounds will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewers,but will be properly disposed according to the manufacturer's instructions. Spray guns will be cleaned on a removable tarp. (iii) Chemicals used on-site are kept in small quantities and stored in closed containers undercover and kept out of direct contact with stormwater. As with fuels and oils, any inadvertent spills will be cleaned up immediately and disposed of according to federal, state, and local regulations. (iv) Fertilizers will be applied only in the minimum amounts recommended by the manufacturer. (v) Fertilizers will be worked into the soil to limit exposure to stormwater. (vi) Fertilizers will be stored under cover and partially used bags will be transferred to a sealable bin to avoid spills. d) Sanitary Waste Portable lavatories are located on-site and are serviced on a regular basis by a contractor. They will be located in upland areas away from direct contact with surface waters. Any spills occurring during servicing will be cleaned up immediately, including any contaminated soils, and disposed of according to all federal, state, and local regulations. e) Concrete (i) Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water on the site, except in a specially designated concrete washout area which contains all wash water resulting from washout activities. Stanley Martin at Hollymead Towncenter Block-C6 I } Wetland August 2018 s44."'.j sa."'*"..towoer <<.>>F. Page 12 (ii) Form release oil used for decorative stone work will be applied over a pallet covered with an absorbent material to collect excess fluid. The absorbent material will be replaced and disposed of properly when saturated. An example concrete washout design(Wetland Studies and Solutions, Inc.) can be found within Appendix 10. f) Water Testing When testing/cleaning of water supply lines, the discharge from the tested pipe will be collected and conveyed to a completed stormwater pipe system for ultimate discharge into a sedimentation basin or SWM/BMP facility. g) Spill Reporting and Documentation The following information needs to be included in the reporting documentation: • Name, address, and telephone number of the person reporting and the responsible party • Specific location of the incident • Date and time the incident occurred or was discovered • Name of the chemical/material released • Source and cause of the release • Total quantity discharged • Medium into which the substance was discharged • Amount spilled into water • Weather conditions • Name of the carrier or vessel,the railcar/truck number, or other identifying information • Number and type of injuries or fatalities • Whether an evacuation has occurred • Estimation of the dollar amount of property damage • Description of current and future cleanup actions • Other agencies notified or about to be notified 6) Receiving Waters The receiving waters for this site is/are South Fork Rivanna River. The USGS Quad map and National Wetlands Inventory(NWI)map can be found within Appendix 10. The receiving waters for this project are impaired. Factsheets for waters identified as impaired in the 2016 § 305(b)/303(d)Water Quality Assessment Integrated Report(along with any associated documentation) can be found in Appendix 10. 7) Total Maximum Daily Load(TMDL) Limitations & Impaired Waters Stanley Martin at Hollymead Towncenter Block-C6 vetlan August 2018 s'wh-.nasoi„a.."" Page 13 a MEM.company Upon obtaining coverage under the 2014 Construction General Permit, DEQ will determine if the land disturbing activity will discharge to a TMDL water body and identify any additional measures needed to address the TMDL. This project resides within the Chesapeake Bay, for which a TMDL wasteload allocation has been established. The Chesapeake Bay TMDL is a comprehensive"pollution diet"to restore the health of the Bay and its local streams, creeks and rivers. The Chesapeake Bay TMDL—the largest such cleanup plan ever developed by the U.S. Environmental Protection Agency(EPA)—sets limits on nitrogen,phosphorus and sediment pollution necessary to meet water quality standards in the Bay and its tidal rivers. The Chesapeake Bay TMDL was prompted by insufficient restoration progress and continued poor water quality in the Bay and its rivers. The TMDL is designed to ensure that all pollution control measures needed to fully restore the Bay and its tidal rivers are in place by 2025, with at least 60 percent of pollution reductions completed by 2017. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2012 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of the general permit for a sediment-related parameter are not eligible for coverage under the general permit unless the operator develops, implements, and maintains a SWPPP that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations. In accordance with Section I.B.4., control measures shall be protective of water quality standards for impaired waters identified as having impairments for pollutants that may be discharged from the construction activity in the 2012 § 305(b)/303(d)Water Quality Assessment Integrated Report. If applicable, factsheets for waters identified as impaired(along with any associated documentation)can be found in Appendix 10. Stabilization requirements (7 days after final grade is reached), inspection frequency, and application of nutrients for projects with impaired waters shall follow the guidelines set forth within Section I.B.4. 8) Maintenance Maintenance of the erosion and sediment controls and the stormwater management/BMP facilities incorporated into this project must be maintained on a regular basis to assure their continued effectiveness. This includes repairs to all erosion and sediment controls, including cleanout of all sediment basins and stormwater management facilities at the required intervals. Those controls found to be ineffective during routine inspections (as described in the following section) shall be repaired before the next anticipated storm event or as soon as practicable. A more detailed description of the maintenance procedures is contained in the project design plans, Sheets#EP2, #EP4 &EP5 and is incorporated in this Plan by reference. , 1 Stanley Martin at Hollymead Towncenter Block-C6 trrr fir ••---CWetlan�'— ' August 2018 company Page 14 a) Stabilization Ensure that stabilization of disturbed areas that will be initiated immediately whenever any clearing, grading, excavating, or other land-disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days. Local jurisdictions may have more stringent guidelines (i.e. 7 days)regarding stabilization requirements. 9) Inspections Regular inspections of the construction site shall be performed by"Qualified Personnel". Definition: "Qualified personnel"means a person knowledgeable in the principles and practices of erosion and sediment and stormwater management controls who possesses the skills to assess conditions at the construction site for the operator that could impact stormwater quality and quantity and to assess the effectiveness of any sediment and erosion control measures or stormwater management facilities selected to control the quality and quantity of stormwater discharges from the construction activity. For VSMP authorities this requires the use of a person who holds a certificate of competency from the board in the area of project inspection for ESC and project inspection for SWM or combined administrator for ESC and combined administrator for SWM as defined in 9VAC25-850-10 or a combination of ESC and SWM qualifications from these two areas. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit can be found in the Record of Inspector Certification document within Appendix 6. Inspections shall include(but are not limited to) the review of all disturbed areas, structural and non-structural control measures, identification of any maintenance needs, evaluation of effectiveness in minimizing sediment discharge,proper use of controls, vehicular access points, storage facilities, etc. Receiving waters shall be inspected to ascertain whether control measures are effective in preventing significant impacts. Inspections are to be performed(i) at least every 4 business days; or(ii) at least once every 5 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day. Where areas have been temporarily stabilized or land-disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency may be reduced to once per month. Areas that have been permanently stabilized can be delineated in the Plan,thus removing the inspection requirements for those areas. Stanley Martin at Hollymead Towncenter Block-C6 ,7. / 4/4/1- Wetland August 2018 Srca �+dandSolutwn*'"` Page 15 IID EY .nl➢141. If as a result of the inspection, the site conditions and/or control measures are found to have changed, the Plan shall be updated within a period of 7 calendar days. If control measures need to be modified to assure effectiveness or if additional measures are determined to be necessary, implementation shall be completed prior to the next anticipated storm event or as soon as practicable. The operator shall implement any corrective action(s) identified as a result of an inspection as soon as practicable but no later than 7 days after discovery or a longer period as approved by the VSMP authority. A report summarizing the inspections and the subsequent maintenance activities must be completed and maintained as part of the Plan. The inspection forms are included in Appendix 4. Required elements include major observations (including information on control measure performance and incidents of non-compliance), and information on the inspecting personnel. If an inspection does not identify any incidents of non-compliance, then the certification statement contained in the inspection form will apply. The inspection report(s) and any actions taken in accordance with Part II must be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. 10) Non-Storm Water Discharges The following table(Table 3) displays non-stormwater discharges from construction activities that are authorized by this general permit when discharged in compliance with the permit: Table 3.Authorized Non-Stormwater Discharges A Discharges from firefighting activities and/or fire hydrant flushings. B Waters used to wash vehicles or equipment. 1 C Landscape irrigation,or water used to control dust. / D Uncontaminated waterline flushings,air conditioning/compressor condensate,and ground or spring water. E Potable water sources,including uncontaminated waterline flushings. F Routine external building wash down. / G Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred(or where all spilled or leaked material has been removed prior to washing). / H Foundation or footing drains where flows are not contaminated with process materials such as solvents. I Uncontaminated excavation dewatering,including dewatering of trenches and excavations. / Where soaps,solvents,or detergents have not been used;and where the wash water has been filtered,settled,or similarly treated prior to discharge. Stanley Martin at Hollymead Towncenter Block-C6 (Wetland)W., August 2018 SandaandSlmon+�"`� Page 16 a D11Ik14.company REFERENCES Albemarle County Public Facilities Manual, current edition. Virginia Department of Conservation and Recreation.1992.Virginia Erosion and Sediment Control Handbook Third Edition. Division of Soil and Water Conservation, Virginia Department of Conservation and Recreation. U.S. Department of Environmental Quality. (2017, January 23). Virginia Environmental Geographic Informational Systems: 2014 Impaired Waters Database GIS Applications. Retrieved from http://www.deq.virginia.gov/mapper ext/?service=public/2014_adb_aquaticlife Stanley Martin at Hollymead Towncenter Block-C6 f '� �'r ---�etlan /W August 2018 Solutions, ;gyp �,�mpany Page 17 APPENDIX 1 Storm Water Construction General Permit No. VAR101243 - -" COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2014 Expiration Date: June 30, 2019 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth herein. General Permit No.: VAR10 Page 1 of 21 PART I DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. 1. During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. 2. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on-site or off-site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state,federal, and local approvals are obtained for the support activity. B. Limitations on coverage. 1. Post-construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post-construction industrial stormwater discharges may need to be covered by a separate VPDES permit. 2. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges)and are in compliance with this general permit. 3. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. 4. Impaired waters and TMDL limitation. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2012 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment-related parameter (i.e., total suspended solids or turbidity)or(ii) nutrients(i.e., nitrogen or phosphorus)are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations. In addition, the operator shall implement the following items: General Permit No.: VAR10 Page 2 of 21 a. The impaired water(s), approved TMDL(s), and pollutant(s) of concern, when applicable, shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit. 5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator implements the following: a. The exceptional water(s)shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts. C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. General Permit No.: VAR10 Page 3 of 21 D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities.All other discharges including the following are prohibited: 1. Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1. Discharges from firefighting activities; 2. Fire hydrant flushings; 3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings; 6. Routine external building wash down where soaps, solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F. Termination of general permit coverage. 1. The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60 to the VSMP authority after one or more of the following conditions have been met: General Permit No.: VAR10 Page 4 of 21 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator is responsible. When applicable, long term responsibility and maintenance requirements shall be recorded in the local land records prior to the submission of a notice of termination; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For residential construction only, temporary soil stabilization has been completed and the residence has been transferred to the homeowner. 2. The notice of termination should be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection. Termination of authorizations to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of the notice of termination,whichever occurs first. 3. The notice of termination shall be signed in accordance with Part III K of this general permit. G.Water quality protection. 1. The operator must select, install, implement and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. 2. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures in accordance with Part II B to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter must include a signed certification consistent with Part III K. General Permit No.: VAR10 Page 5 of 21 PART II STORMWATER POLLUTION PREVENTION PLAN A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure(SPCC) plan developed for the site under§ 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II A. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator must develop the missing elements and include them in the SWPPP. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. A. Stormwater pollution prevention plan contents. The SWPPP shall include the following items: 1. General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities(i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project(e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; General Permit No.: VAR10 Page 6 of 21 (5) Locations where concentrated stormwater is discharged; (6) Locations of support activities, when applicable and when required by the VSMP authority, including but not limited to (i) areas where equipment and vehicle washing, wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi)construction waste storage; and (7) When applicable, the location of the on-site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection purposes. 2. Erosion and sediment control plan. a. An erosion and sediment control plan approved by the VESCP authority as authorized under the Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain erosion and sediment control plan approval from a VESCP authority or does not adopt department-approved annual standards and specifications shall submit the erosion and sediment control plan to the department for review and approval. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. A properly implemented approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department-approved annual standards and specifications, that adequately: (1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; (3) Minimizes the amount of soil exposed during the construction activity; (4) Minimizes the disturbance of steep slopes; (5) Minimizes sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provides and maintains natural buffers around surface waters, directs stormwater to vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless infeasible; (7) Minimizes soil compaction and, unless infeasible, preserves topsoil; (8) Ensures that stabilization of disturbed areas will be initiated immediately whenever any clearing, grading, excavating, or other land-disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and General Permit No.: VAR10 Page 7 of 21 (9) Utilizes outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. New construction activities. A stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25- 870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain stormwater management plan approval from a VSMP authority or does not adopt department-approved annual standards and specifications shall submit the stormwater management plan to the department for review and approval. b. Existing construction activities. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to the water quality and quantity requirements. The SWPPP shall include a description of, and all necessary calculations supporting, all post- construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. 4. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant-generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity. The pollution prevention plan shall: a. Identify the potential pollutant-generating activities and the pollutant that is expected to be exposed to stormwater; b. Describe the location where the potential pollutant-generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant-generating activity(if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks,spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); General Permit No.: VAR10 Page 8 of 21 (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak-proof container or leak-proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, and sanitary wastes; and (8) Address any other discharge from the potential pollutant-generating activities not addressed above; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP. 5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit, and exceptional waters. The SWPPP shall: a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and exceptional waters identified in 9VAC25-260-30 A 3 c, when applicable; b. Provide clear direction that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part I B 4 or Part I B 5. General Permit No.: VAR10 Page 9 of 21 6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 7. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP. 8. SWPPP signature.The SWPPP shall be signed and dated in accordance with Part III K. B. SWPPP amendments, modification, and updates. 1. The operator shall amend the SWPPP whenever there is a change in the design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters and that has not been previously addressed in the SWPPP. 2. The SWPPP must be amended if, during inspections or investigations by the operator's qualified personnel, or by local, state, or federal officials, it is determined that the existing control measures are ineffective in minimizing pollutants in discharges from the construction activity. Revisions to the SWPPP shall include additional or modified control measures designed and implemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures must be accomplished as described in Part II G. 3. The SWPPP must clearly identify the contractor(s) that will implement and maintain each control measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and where modified as soon as possible; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II F. General Permit No.: VAR10 Page 10 of 21 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. C. Public Notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity. For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F. D. SWPPP availability. 1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on-site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. 2. The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity. If an on-site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location must be posted near the main entrance of the construction site. 3. The operator shall make the SWPPP available for public review in an electronic format or in hard copy. Information for public access to the SWPPP shall be posted and maintained in accordance with Part II C. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. E. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F. 1. All control measures must be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II F identifies a control measure that is not operating effectively, corrective action(s) shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. 2. If site inspections required by Part II F identify an existing control measure that needs to be modified or if an additional control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. F. SWPPP Inspections. 1. Personnel responsible for on-site and off-site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for insuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: General Permit No.: VAR10 Page 11 of 21 (1) At least once every five business days; or (2) At least once every 10 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted no later than the next business day. b. Where areas have been temporarily stabilized or land-disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency. c. Representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the report required by Part II F. 3. Inspection requirements. a. As part of the inspection,the qualified personnel shall: (1) Record the date and time of the inspection and when applicable the date and rainfall amount of the last measurable storm event; (2) Record the information and a description of any discharges occurring at the time of the inspection; (3) Record any land-disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization; General Permit No.: VAR10 Page 12 of 21 (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channel, flume, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for initiation of stabilization activities; (6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for completion of stabilization activities within seven days of reaching grade or stopping work; (7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department- approved annual standards and specifications has not been properly implemented. This includes but is not limited to: (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed; (8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance and effectiveness of the procedures and practices; (9) Identify any pollutant generating activities not identified in the pollution prevention plan; and General Permit No.: VAR10 Page 13 of 21 (10) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The location(s)of prohibited discharges; d. The location(s)of control measures that require maintenance; e. The location(s) of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The location(s)where any evidence identified under Part II F 3 a(7)exists; g. The location(s) where any additional control measure is needed that did not exist at the time of inspection; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and j. The date and signature of the qualified personnel and the operator or its duly authorized representative. The inspection report and any actions taken in accordance with Part II must be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. G. Corrective actions. 1. The operator shall implement the corrective action(s)identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. 2. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. General Permit No.: VAR10 Page 14 of 21 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator must comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. 2. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services(1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1. Monitoring records and reports shall include: a. The date, exact place, and time of sampling or measurements; b. The individual(s)who performed the sampling or measurements; c. The date(s)and time(s)analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. General Permit No.: VAR10 Page 15 of 21 3. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish,within a reasonable time, any information which the board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this general permit or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or§62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. General Permit No.: VAR10 Page 16 of 21 Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined herein, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include but are not limited to any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. 1. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case-by-case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 11 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part III 12. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468- 8892. General Permit No.: VAR10 Page 17 of 21 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870- 420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement.All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy-making or decision-making functions for the corporation; or(ii)the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports, etc. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part Ill K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part Ill K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized General Permit No.: VAR10 Page 18 of 21 representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy must be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under§ 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 90 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by§ 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset"(Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under§§62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or§ 311 of the Clean Water Act. General Permit No.: VAR10 Page 19 of 21 Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. "Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. General Permit No.: VAR10 Page 20 of 21 b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology- based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause(s)of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. General Permit No.: VAR10 Page 21 of 21 X. State permit actions. State permits may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permits. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part Ill Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. 2. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a new operator if: a. The current operator notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property; b. The notice includes a written agreement between the existing and new operators containing a specific date for transfer of state permit responsibility, coverage, and liability between them; and c. The department does not notify the existing operator and the proposed new operator of its intent to modify or revoke and reissue the state permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b. 3. For ongoing construction activity involving a change of operator, the new operator shall accept and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over operations at the site. Z. Severability. The provisions of this general permit are severable, and if any provision of this general permit or the application of any provision of this state permit to any circumstance, is held invalid, the application of such provision to other circumstances and the remainder of this general permit shall not be affected thereby. APPENDIX 2 Submittal Forms: Registration Statement Application Fee Form Notice of Termination Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) 1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item#12 must be signed by the appropriate person associated with this operator.) Name:SM Charlottesville LLC do Stanley Martin Homes Contact:Jeremy Swink Mailing Address:404 People Place,Suite 303 City: Charlottesville State:VA Zip:22911 Phone:571-309-5043 Email address(if available):swinkiwn>stanleymartin.com Indicate if DEQ may transmit general permit correspondence electronically: Yes ❑x No❑ 2. Existing General Permit Registration Number(for renewals only): N/A 3. Name and Location of the Construction Activity: Name:Stanley Martin at Hollymead Towncenter-Block C6 Address(if available): City: State: VA Zip:22932 County (if not located within a City):Albemarle County Latitude(decimal degrees):38.132778° _._ Longitude(decimal degrees):-78.441944° Name and Location of all Off-site Support Activities to be covered under the general permit: Name: N/A Address(if available): N/A City: N/A State:N/A Zip:N/A County(if not located within a City):N/A Latitude(decimal degrees): N/A Longitude(decimal degrees):N/A 4. Status of the Construction Activity(check only one): Federal ❑ State❑ Public❑ Private❑x 5. Nature of the Construction Activity(e.g.,commercial,industrial,residential,agricultural,oil and gas,etc.): Residential single family attached construction 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name:South Fork Rivanna River Name: HUC:020802040203 HUC: 7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the MS4 operator: Albemarle County 8. Estimated Project Start and Completion Date: Start Date(mm/dd/yyyy):8/3/2018 Completion Date(mm/dd/yyyy):08/3/2019 9. Total Land Area of Development(to the nearest one-hundredth acre):3.81 Estimated Area to be Disturbed(to the nearest one-hundredth acre): 3.81 10. Is the area to be disturbed part of a larger common plan of development orsale? Yes ❑x No❑ 11. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. 12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered a nd evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name:Jeremy Swink 7,, Title:Vice Pr ' ent o nd-Piedmont Reoion Signature: r /, Date: r >0 T o (Please sign in INK.Th!,9'6ertification must be signed by the appropriate person associat with the operator identified in Item#1.) 07/2014 Page 1 of 1 Instructions for Completing the Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) GENERAL The entities that are considered operators will commonly consist of the owner or developer of a project(the party with control of project plans A.Coverage Under this General Permit. and specifications)or the general contractor(the party with day to day operational control of the activities at the project site which are Any operator applying for coverage under this general permit who is necessary to ensure compliance with the general permit). required to submit a Registration Statement (see Section B below) must submit a complete Registration Statement to the Department. Provide the legal name(do not use a colloquial name),contact,mailing The Registration Statement serves as a Notice of Intent for coverage address, telephone number, and email address (if available) of the under the General VPDES Permit for Discharges of Stornwater from construction activity operator;general permit coverage will be issued to Construction Activities(VAR10). this operator. Indicate if the Department may transmit general permit correspondence electronically. B.Single-family Detached Residential Structures. Item 2:Existing General Permit Registration Number. Operators with an existing stormwater discharge or proposing a new stormwater discharge associated with the construction of a single- For reapplications only,provide the existing general permit registration family detached residential structure are not required to submit a number for the construction activity. This item does not need to be Registration Statement or the Department of Environmental Quality completed for new construction activities applying for general permit (DEQ)portion of the general permit fee. coverage. Operators of these types of discharges are authorized to discharge Item 3: Name and Location of the Construction Activity under this general permit immediately upon the general permit's Information. effective date of July 1,2014. Provide the official name,street address(if available),city or county(if C.To Apply for Permit Coverage. not located within a City)of the construction activity.Also, provide the latitude and longitude in decimal degrees of the approximate center of 1. New Construction Activities. Any operator proposing a new the construction activity(e.g.,N 37.5000,W 77.5000). stormwater discharge from construction activities shall submit a complete Registration Statement to the Department prior to the Name and Location of Off-site Support Activity Information. commencement of land disturbance, unless exempted by Section B above. Any operator proposing a new stormwater discharge from This general permit also authorizes stormwater discharges from construction activities in response to a public emergency where the support activities (e.g., concrete or asphalt batch plants, equipment related work requires immediate authorization to avoid imminent staging yards, material storage areas, excavated material disposal endangerment to human health or the environment is immediately areas, borrow areas) located on-site or off-site provided that (i) the authorized to discharge under this general permit and must submit a support activity is directly related to a construction activity that is complete Registration Statement to the Department no later than 30 required to have general permit coverage;(ii)the support activity is not days after commencing land disturbance; documentation to a commercial operation, nor does it serve multiple unrelated substantiate the occurrence of the public emergency must construction activities by different operators; (iii) the support activity accompany the Registration Statement. does not operate beyond the completion of the construction activity it supports; (iv) the support activity is identified in the registration 2. Existing Construction Activities. Any operator that was statement at the time of general permit coverage; (v) appropriate authorized to discharge under the general permit issued in 2009, control measures are identified in a SWPPP and implemented to and who intends to continue coverage under this general permit, address the discharges from the support activity areas; and (vi) all shall submit a complete Registration Statement to the Department applicable state, federal, and local approvals are obtained for the on or before June 1,2014,unless exempted by Section B above. support activity. D.Where to Submit Registration Statements. Provide the official name,street address(if available),City and County (if not located within a City) of all off-site support activities to be All Registration Statements should be submitted to: covered under this general permit. Also, provide the latitude and longitude in decimal degrees of the approximate center of the off-site Department of Environmental Quality support activities (e.g., N 37.5000, W 77.5000). Also, if an off-site Office of Stormwater Management,10th Floor support activity is going to be covered under this general permit the P.O.Box 1105 total land area of the off-site support activity and the estimated area to Richmond,VA 23218 be disturbed by the off-site support activity need to be included in Item #9. LINE-BY-LINE INSTRUCTIONS Item 4:Status of the Construction Activity. Item 1:Construction Activity Operator Information. Indicate the appropriate status (Federal, State, Public, or Private)of "Operator" means the owner or operator of any facility or activity the construction activity. subject to the Stormwater Management Act and regulations. In the context of stormwater associated with a large or small construction Item 5:Nature of the Construction Activity. activity, operator means any person associated with a construction project that meets either of the following two criteria:(i)the person has Provide a brief description of the construction activity, such as direct operational control over construction plans and specifications, commercial, residential,agricultural,oil and gas,etc This list is not all including the ability to make modifications to those plans and inclusive. specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance Item 6:Receiving Waters(s)and HUC Information. with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions(i.e.,they are authorized to Provide the name of the receiving water(s)and corresponding HUC for direct workers at a site to carry out activities required by the all stormwater discharges including any stormwater discharges from stormwater pollution prevention plan or comply with other permit off-site support activities to be covered under this general permit. conditions). Hydrologic Unit Code or HUC is a watershed unit established in the most recent version of Virginia's 6rh order national watershed boundary dataset. 07/2014 Page 1 of 2 assigned or delegated to the manager in accordance with Item 7:MS4 Information. corporate procedures. If stormwater is discharged through a municipal separate storm sewer b. For a partnership or sole proprietorship: by a general partner or system(MS4),provide the name of the MS4 operator.The name of the the proprietor,respectively. MS4 operator is generally the Town, City,County, Institute or Federal facility where the construction activity is located. c. For a municipality,state,federal,or other public agency:by either a principal executive officer or ranking elected official. For purposes Item 8: Construction Activity Start and Completion Date of this part,a principal executive officer of a public agencyindudes: Information. (i)The chief executive officer of the agency,or Provide the estimated start date (month/day/year) of the construction activity. Provide the estimated completion date (month/day/year) of (ii)A senior executive officer having responsibility for the overall the construction activity. operations of a principal geographic unit of the agency. Item 9:Construction Activity Area Information. Provide the total area (to the nearest one-hundredth acre) of the development (i.e.., the total acreage of the larger common plan of development or sale). Include the total acreage of any off-site support activity to be covered under this general permit. Provide the estimated area (to the nearest one-hundredth acre)to be disturbed by the construction activity. Include the estimated area of land disturbance that will occur at any off-site support activity to be covered under this general permit. Item 10:Common Plan of Development or Sale Information. Indicate if the area to be disturbed by the construction activity is part of a larger common plan of development or sale.Larger common plan of development or sale is defined as a contiguous area where separate and distinct construction may be taking place at different times on different schedules. Plan is broadly defined as any announcement or documentation, including a sign, public notice or hearing, sales pitch, advertisement, drawing, permit application, zoning request, etc., or physical demarcation such as boundary signs, lot stakes, or surveyor markings indicating that construction activities may occur. Item 11:Stormwater Pollution Prevention Plan(SWPPP). A Stormwater Pollution Prevention Plan(SWPPP)must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. Item 12:Certification. A properly authorized individual associated with the operator identified in Item 1 of the Registration Statement is responsible for certifying and signing the Registration Statement. Please sign the Registration Statement in INK. State statutes provide for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be signed as follows: a. For a corporation:by a responsible corporate officer.For the purpose of this part,a responsible corporate officer means: (i) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function,or any other person who performs similar policy-making or decision-making functions for the corporation,or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been 07/2014 Page 2 of 2 2819 County of Albemarle Stanley Martin Companies,LLC 7/19/2018 Ref Nbr Invoice Nbr Invc Date Invoice Amount Amount Paid Disc Taken Net Check Amt 07/20/18 1,350.00 1, 350.00 0.00 1,350.00 185991 Wells Fargo Bank Void after 180 days** McLean, VA 68-54/514 CHECK# DATE 07/19/2018 Stanley Martin Companies,LLC 11710 Plaza America Drive Suite 1100 Reston, VA 20190 ********1,350.00 PAY One Thousand Three Hundred Fifty and 00/100 US Dollars P THE County of Albemarle ORDEROF Department of Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902 Authorized Signature 2819 County of Albemarle Stanley Martin Companies,LLC 7/19/2018 Ref Nbr Invoice Nbr Invc Date Invoice Amount Amount Paid Disc Taken Net Check Amt 07/20/18 1, 350.00 1, 350.00 1,350.00 18599" DEPARTMENT OF ENVIRONMENTAL QUALITY CONSTRUCTION ACTIVITY OPERATOR PERMIT FEE FORM (Please Type or Print All Information) Instructions: Applicants for a Construction Activity Individual Permit are required to pay permit application fees. Fees are also required for registration for coverage under a Construction Activity General Permit. Fees must be paid when applications for state permit issuance, reissuance, modification or transfer are submitted. Applications will be considered incomplete if the proper fee is not paid and will not be processed until the fee is received. The fee schedule for state permits is included with this form. Fees for state permit issuance, reissuance, maintenance, modification and transfer are included. Once you have determined the fee for the type of application you are submitting, complete this form. The original copy of the form and your check or money order payable to "Treasurer of Virginia"should be mailed to: Department of Environmental Quality Receipts Control P.O. Box 1104 Richmond, VA 23218 A copy of this form and a copy of your check or money order should accompany the permit application (or registration statement). You should retain a copy for your records. Construction Activity Operator: Name: SM Charlottesville LLC Contact: Jeremy Swink •iling Address: 404 People Place, Suite 303 City: Charlottesville State: VA Zip: 22911 Phone: (571) 309-5043 Email address (if available): swinkiwstanleymartin.com Name and Location of the Construction Activity: Name: Stanley Martin at Hollymead Towncenter Block-C6 City: State: VA Zip: 22932 County: Albemarle Type of State Permit: ❑ Construction Activity Individual Permit n Construction Activity General Permit (from Fee Schedule) Type of Action: IJ New Issuance ❑ Reissuance ❑ Maintenance n Modification ❑ Transfer Amount of Fee Submitted (from Fee Schedule): $3,400 Existing General Permit Registration Number(if applicable): 111 FOR DEQ USE ONLY Date: DC#: 09/2014 Page 1 of 1 CONSTRUCTION ACTIVITY PERMIT FEE SCHEDULE A. Individual Permits. The fee for filing a state permit application for a Construction Activity Individual Permit issued by the Board is as (^'lows: (NOTE: Individual permittees pay an annual permit maintenance fee instead of a reapplication fee. The permittee is billed parately by DEQ for the annual permit maintenance fee.) TYPE OF STATE PERMIT ISSUANCE Individual Permit for Discharges from Construction Activities $15,000 B. Registration Statements. The fee for filing a state permit application (registration statement) for coverage under a Construction Activity General Permit issued by the Board, including a state or federal agency that does not administer a project in accordance with approved annual standards and specifications, is as follows: TYPE OF STATE PERMIT ISSUANCE General/Stormwater Management-Small Construction Activity/Land Clearing(Single-family detached residential structures within or outside a common plan of development or sale with land-disturbance $0 acreage less than five acres) General/Stormwater Management-Small Construction Activity/Land Clearing(Areas within common plans of development or sale with land-disturbance acreage less than one acre, except for single-family $290 detached residential structures) General/Stormwater Management-Small Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than one acre and $2,700 less than five acres) General/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than five acres and $3,400 less than 10 acres) eneral/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within ,.)mmon plans of development or sale with land-disturbance acreage equal to or greater than 10 acres and $4,500 less than 50 acres) General/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than 50 acres and $6,100 less than 100 acres) General/Stormwater Management-Large Construction Activity/Land Clearing (Sites or areas within $9 600 common plans of development or sale with land-disturbance acreage equal to or greater than 100 acres) The fee for filing a state permit application (registration statement)for coverage under a Construction Activity General Permit issued by the Board for a state or federal agency that administers a project in accordance with approved annual standards and specifications is as follows: TYPE OF STATE PERMIT ISSUANCE Construction General/Stormwater Management-Phase I Land Clearing("Large"Construction Activity- $750 Sites or common plans of development or sale equal to or greater than 5 acres) Construction General/Stormwater Management-Phase II Land Clearing("Small" Construction Activity- $450 Sites or common plans of development or sale equal to or greater than 1 acre and less than 5 acres) 09/2014 Page 1 of 3 C. State Permit Modification or Transfer Fees. The following fees apply to the modification or transfer of a Construction Activity Individual Permit or a Construction Activity General Permit issued by the Board. The fee assessed shall be based on the total disturbed acreage of the construction activity. In addition to the state permit modification fee,modifications resulting in an increase in total disturbed acreage shall pay the difference in the initial Construction Activity General Permit fee paid and the Construction Activity General Permit s that would have applied for the total disturbed acreage in Section B above. TYPE OF STATE PERMIT MODIFICATION General/Stormwater Management-Small Construction Activity/Land Clearing (Single-family detached residential structures within or outside a common plan of development or sale with land-disturbance $0 acreage less than five acres where DEQ is the VSMP authority) General/Stormwater Management-Small Construction Activity/Land Clearing(Areas within common plans of development or sale with land disturbance acreage less than one acre, except for single-family $20 detached residential structures) General/Stormwater Management-Small Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than one and less $200 than five acres) General/Stormwater Management-Large Construction Activity/Land Clearing (Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than five acres and $250 less than 10 acres) General/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than 10 acres and $300 less than 50 acres) • General/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than 50 acres and $450 less than 100 acres) General/Stormwater Management-Large Construction Activity/Land Clearing(Sites or areas within $700 ommon plans of development or sale with land-disturbance acreage equal to or greater than 100 acres) Individual Permit for Discharges from Construction Activities $5,000 09/2014 Page 2 of 3 D. State Permit Maintenance Fees. The following annual state permit maintenance fees apply to each state permit identified below, including expired permits that have been administratively continued. No annual state permit maintenance fee is required for c overage under a Construction Activity General Permit for a state or federal agency that administers a project in accordance with approved annual standards and specifications. I YPE OF STATE PERMIT MAINTENANCE General/Stormwater Management-Small Construction Activity/Land Clearing(Single-family detached residential structures within or outside a common plan of development or sale with land-disturbance $0 acreage less than five acres where DEQ is the VSMP authority) General/Stormwater Management—Small Construction Activity/Land Clearing (Areas within common plans of development or sale with land disturbance acreage less than one acre,except for single-family $50 detached residential structures) General/Stormwater Management—Small Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than one and less $400 than five acres) General/Stormwater Management—Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than five acres and $500 less than 10 acres) General/Stormwater Management—Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than 10 acres and $650 less than 50 acres) General/Stormwater Management—Large Construction Activity/Land Clearing(Sites or areas within common plans of development or sale with land-disturbance acreage equal to or greater than 50 acres and $900 less than 100 acres) General/Stormwater Management—Large Construction Activity/Land Clearing (Sites or areas within $1,400 common plans of development or sale with land-disturbance acreage equal to or greater than 100 acres) individual Permit for Discharges from Construction Activities $3,000 09/2014 Page 3 of 3 Notice of Termination General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) 1. Construction Activity Operator: Name: Contact: Mailing Address: City: State: Zip: Phone: Email address(if available): 2. Name and Location of the Construction Activity: (As listed on the Registration Statement.) Name: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): 3. General Permit Registration Number: 4. Reason for Terminating Coverage Under the General Permit: (The operator shall submit a Notice of Termination after one or more of the following conditions have been met.) ❑ A. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator is responsible. When applicable, long-term responsibility and maintenance requirements for permanent control measures shall be recorded in the local land records prior to the submission of a notice of termination; ❑ B.Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; ❑ C. Coverage under an alternative VPDES or state permit has been obtained;or ❑ D. For residential construction only,temporary soil stabilization has been completed and the residence has been transferred to the homeowner. The notice of termination should be submitted no later than 30 days after one of the above conditions being met. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subsections B through D above, unless otherwise notified by the VSMP authority or the Department. Termination of authorizations to discharge for the conditions set forth in subsection A above shall be effective upon notification from the Department that the provisions of subsection A have been met or 60 days after submittal of the notice of terminations, whichever occurs first. 5. Permanent Control Measures Installed: (When applicable, a list of the on-site and off-site permanent control measures (both structural and nonstructural)that were installed to comply with the stormwater management technical criteria.Attach a separate list if additional space is needed.) Permanent Control Measure#1 Type of Permanent Control Measure: Date Functional: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): Receiving Water: Total Acres Treated: Impervious Acres Treated: 01/2014 Page 1 of 2 Permanent Control Measure#2 Type of Permanent Control Measure: Date Functional: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): Receiving Water: Total Acres Treated: Impervious Acres Treated: Permanent Control Measure#3 Type of Permanent Control Measure: Date Functional: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees). Receiving Water: Total Acres Treated: Impervious Acres Treated: 6. Participation in a Regional Stormwater Management Plan: (When applicable, information related to the participation in a regional stormwater management plan.Attach a separate list if additional space is needed.) Regional Stormwater Management Facility Type of Regional Stormwater Management Facility: Address(if available): City: State: Zip: County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): Total Site Acres Treated: Impervious Site Acres Treated: 7. Perpetual Nutrient Credits: (When applicable, information related to perpetual nutrient credits that were acquired in accordance with§62.1-44.15:35 of the Code of Virginia.Attach a separate list if additional space is needed.) Nonpoint Nutrient Credit Generating Entity Name: Perpetual Nutrient Credits Acquired(lbs/acre/year): 8. Certification:"I certify under penalty of law that I have read and understand this Notice of Termination and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Title: Signature: Date: (Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in Item#1.) 01/2014 Page 2 of 2 Instructions for Completing the Notice of Termination General VDPES Permit for Discharges of Stormwater from Construction Activities (VAR10) GENERAL b. The date that the permanent control measure became functional A Notice of Termination must be submitted when an operator no longer as a post-development stormwater management control; wishes to be covered under the General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10). c. The street address (if available), City or County (if not located within a City)of the permanent control measure; All Notice of Terminations should be submitted to: d. The latitude and longitude in decimal degrees of the approximate Department of Environmental Quality center of the permanent control measure; Office of Stormwater Management,10th Floor P.O.Box 1105 e.The receiving water of the permanent control measure;and Richmond,VA 23218 f The number of total and impervious acres treated by the LINE-BY-LINE INSTRUCTIONS permanent control measure(to the nearest one-tenth of an acre). Item 1: Construction Activity Operator Information. Attach a separate list if additional space is needed Provide the legal name(do not use a colloquial name),contact,mailing Item 6: Participation in a Regional Stormwater Management Plan address, telephone number, and email address (if available) of the (when applicable). construction activity operator that was issued general permit coverage. For each Regional Stormwater Management Facility provide the Item 2: Name and Location of the Construction Activity following information Information. a.The type of regional facility to which the site contributes; Provide the official name,street address Of available),city or county(if not located within a City)of the construction activity. Also, provide the b. The street address (if available), City or County (if not located latitude and longitude in decimal degrees of the approximate center of within a City)of the regional facility; the construction activity (e g., N 37.5000, W 77 5000) NOTE This information can be obtained from the previously submitted Registration c The latitude and longitude in decimal degrees of the approximate Statement. center of the regional facility;and Item 3:General Permit Registration Number. d. The number of total and impervious site acres treated by the regional facility(to the nearest one-tenth of an acre) Provide the existing general permit registration number for the construction activity identified in Item 2. Attach a separate list if additional space is needed Item 4:Reason for Termination. Item 7:Perpetual Nutrient Credits(when applicable). Indicate the appropriate reason for submitting this Notice of Provide the following information related to perpetual nutrient credits Termination. The Notice of Termination may only be submitted after that were acquired in accordance with §62 1-44 15.35 of the Code of one or more of the following conditions have been met. Virginia: a. Necessary permanent control measures included in the SWPPP a. The name of the nonpoint nutnent credit generating entity from for the site are in place and functioning effectively and final which perpetual nutrient credits were acquired;and stabilization has been achieved on all portions of the site for which the operator is responsible.When applicable,long-term responsibility b. The number of perpetual nutrient credits acquired (lbs. per acre and maintenance requirements for permanent control measures shall per year). be recorded in the local land records prior to the submission of a notice of termination; Attach a separate list if additional space is needed. b. Another operator has assumed control over all areas of the site Item 8:Certification. that have not been finally stabilized and obtained coverage for the ongoing discharge, A properly authorized individual associated with the operator identified in Item 1 of the Registration Statement is responsible for certifying and c Coverage under an alternative VPDES or state permit has been signing the Registration Statement. Please sign the Registration obtained;or Statement in INK. d For residential construction only, temporary soil stabilization has State statutes provide for severe penalties for submitting false been completed and the residence has been transferred to the information on the Registration Statement. State regulations require homeowner. that the Registration Statement be signed as follows. The Notice of Termination should be submitted no later than 30 days a For a corporation by a responsible corporate officer. For the after one of the above conditions being met. purpose of this part,a responsible corporate officer means: Item 5:Permanent Control Measures(when applicable). (i) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function,or any other For each on-site and off-site permanent control measure (both person who performs similar policy-making or decision-making structural and non-structural) that was installed to comply with the functions for the corporation,or stormwater management technical criteria provide the following information: (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make a.The type of permanent control measure; management decisions that govern the operation of the regulated 01/2014 Page 1 of 2 facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. b. For a partnership or sole proprietorship: by a general partner or the proprietor,respectively. c. For a municipality,state,federal,or other public agency. by either a principal executive officer or ranking elected official. For purposes of this part,a principal executive officer of a public agency includes: (i)The chief executive officer of the agency,or (ii) A senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 01/2014 Page 2 of 2 Transfer of Ownership Agreement Form General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) Instructions: This agreement form must be signed in INK by properly authorized individuals as specified in the General VPDES Permit for Stormwater Discharges from Construction Activities (VAR10), Part III K (Signatory Requirements). Please retain a copy of this agreement form for your records. Mail the original agreement form to: Department of Environmental Quality Office of Stormwater Management, 10th Floor P.O. Box 1105 Richmond,VA 23218 General Permit Registration Number: Date of Transfer(mm/dd/yyyy): Construction Activity Name: CURRENT CONSTRUCTION ACTIVITY OPERATOR: Name: Contact: Mailing Address: City: State: Zip: Phone: Email Address(if available): "I (We) hereby agree to the transfer of ownership modification to the referenced General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)." Printed Name: Title: Signature: Date: NEW CONSTRUCTION ACTIVITY OPERATOR: Name: Contact: Mailing Address: City: State: Zip: Phone: Email Address(if available): Indicate if DEQ may transmit general permit correspondence electronically: Yes ❑ No ❑ I (We) hereby agree to the change of ownership modification to the referenced General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10), and agree to accept all responsibility, coverage, and liability of the general permit." Printed Name: Title: Signature: Date: 01/2014 Page 1 of 1 Virginia Stormwater Management Program (VSMP) te,W Application for Albemarle County ' i ` ,1 IP18>1P Project Name: Stanley Martin at Hollymead Towncenter-Block C6 (The name should be the same as it appears on plans) Is this an amendment to an approved plan? Yes 0 No WI Is this a revision or resubmission for review? Yes ❑ No County File Number: (to be provided by the County for new applications) The following are required elements of new applications[from code section 17-4011 For revisions or amendments,please indicate which items are being amended. Signatures must be provided for any submission. ® A. Signature of the Property Owner for each parcel: (Required with every submission or revision, NOT TO BE SIGNED BY AN AGENT OR CONSULTANT) By signing this application as the owner,I hereby certify that all requirements of these plans and permits will be complied with,and I have the authority to authorize the land disturbing activities and development on the subject property. I hereby grant the County of Albemarle the right to enter upon the property as required to ensure compliance with the approved plans and permits. 32-41L Jeremy Swink 7/3°/Z°/t( Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Tax Map&Parcel Print Name of Property Owner Signature of Owner Date Contact Information for the Owner(s)to receive correspondence: Print Name Jeremy Swink Address 404 People Place, Suite 300 City Charlottesville State VA Zip 22911 Daytime Phone(571) 309-5043 E-mail swinkjw@stanleymartin.com 7/1/14,Revised:7/10/14, 1/7/14 Page 1 of 2 ® B. All Fees[Code section 17-208] For new or modified plans;Total acres proposed to be disturbed 3.81 Acres to be Total Fee Fee Due with this Fee with Transfer or disturbed Application modification of permit Less than 1 $290 $145 $20 1 and less than 5 $2,700 $1,350 $200 5 and less than 10 $3,400 $1,700 $250 10 and less than 50 $4,500 $2,250 $300 50 and less than 100 $6,100 $3,050 $450 100 and more $9,600 $4,800 $700 For(minor)amendments to an approved plan;$200 per review Variances;$150(per request) Mitigation Plan;$150 • C. Registration Statement on the official DEQ form. ID D. Erosion and Sediment Control Plan satisfying the requirements of code section 17-402. ll E. Stormwater Management Plan satisfying the requirements of code section 17-403. ® F. Pollution Prevention Plan satisfying the requirements of code section 17-404. ® G. Stormwater Pollution Prevention Plan satisfying the requirements of code section 17-405. ❑ H. Mitigation Plan satisfying the requirements of code section 17-406 for any proposed disturbance of stream buffers. ❑ I. Requested Variations or Exceptions as provided in code sections 17-407 and 408. ❑ J. Construction Record Drawings(as-builts)for any existing facilities in the proposal satisfying the requirements of code section 17-422. Provide 2 copies of all plans and any supporting documents. Professional seals must have original signatures. Additional information if not provided on plans and documents: Name of a Contact Person for correspondence(usually the plan preparer,consultant or agent) Print Name Tucker Hudgins Address 717 N Courthouse Road, Suite 101 City Richmond State VA Zip 23236 Daytime Phone(804) 955-5213 E-mail thudgins@wetlands.com *When applications and plans are reviewed,but not approved,and a response to comments is not received within 6 months from the date of county comments,the application will be deemed withdrawn. Applications without valid owner's signatures will not be considered valid. FOR OFFICE USE ONLY WPO# Fee Amount$ Date Paid By who? Receipt# Ck# By: 7/1/14,Revised:7/10/14, 1/7/14 Page 2 of 2 APPENDIX 3 Record of Land Disturbance & SWPPP Modifications Record of Land Disturbance and SWPPP Modifications The operator(or designee)shall update the SWPPP no later than seven days following any modification to its implementation.All modifications or updates to the SWPPP shall be noted and shall include the following items: 1. A record of dates when: a. Major grading activities occur; b. Construction activities temporarily or permanently cease on a portion of the site; and c. Stabilization measures are initiated; 2. Documentation of replaced or modified controls that have been used inappropriately or incorrectly and where modified as soon as possible; 3. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; 4. All properties that are no longer under the legal control of the operator, and dates of which operator no longer had legal control; 5. The date of any prohibited discharges,the discharge volume released, and what actions were taken to minimize the impact of the release; 6. Measures taken to prevent the reoccurrence of any prohibited discharge;and 7. Measures taken to address any evidence identified as a result of an inspection required under Part II F. By initialing a SWPPP modification below,you are making the certification found in Part Ill K of the Permit. Action and Location Start Date/ Initial End Date Started mass clearing and grading in Section 1 of site. 7/1/14- 10/1/14 KG Installed perimeter controls in Sections 1-5. 7/1/14 xCj Started mass clearing and grading in Section 3 of site. 8/13/14 KG Installed Sediment Basin #1 8/3/14 JT Construction activity done in Section 1—temporary stabilized,1‘10 10/1/14 further inspections needed Temporarily stabilized stockpile in NE corner of site. 10�14 Section 7 of project transferred legal control—as of 10/15/14 10/15✓14 1Replaced concrete washout near site trailer. 1:/28/14 Installed perimeter controls in Sections 4-5 gRIM MV.ggl 1/`12/15 9 ••.: • „„„„„„„,,, :„„„„,„.„„„„„„,. ,!,!,1„„,1 „„„„„„„„„„„„,•:••• ,„„„„„„„„. :„„„„„„„. .„,„„„,::„„„,. Storm Water Pollution Prevention Plan Example County, Plan No.12345 Example Job Record of Land Disturbance and SWPPP Modifications The operator(or designee)shall update the SWPPP no later than seven days following any modification to its implementation.All modifications or updates to the SWPPP shall be noted and shall include the following items: 1. A record of dates when: a. Major grading activities occur; b. Construction activities temporarily or permanently cease on a portion of the site;and c. Stabilization measures are initiated; 2. Documentation of replaced or modified controls that have been used inappropriately or incorrectly and where modified as soon as possible; 3. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; 4. All properties that are no longer under the legal control of the operator, and dates of which operator no longer had legal control; 5. The date of any prohibited discharges,the discharge volume released, and what actions were taken to minimize the impact of the release; 6. Measures taken to prevent the reoccurrence of any prohibited discharge;and 7. Measures taken to address any evidence identified as a result of an inspection required under Part II F. By initialing a SWPPP modification below,you are making the certification found in Part Ill K of the Permit. Action and Location Start Date/ Initials End Date Storm Water Pollution Prevention Plan Albemarle County Stanley Martin at Hollymead Towncenter Block-C6 Action and Location Start Date/ Initial End Date Storm Water Pollution Prevention Plan Albemarle County Stanley Martin at Hollymead Towncenter Block-C6 APPENDIX 4 Record of Site Inspections Completed Inspections must WEEKLY EROSION be maintained on active Wet�att�'"'�— project sites at ALL times. CONTROL INSPECTION FORM �,- --' ct Name/WSSI#:New School/111222 0.75" Weekly Rainfall(in.): Permittee:New School Public School Contractor:XYZ Contracting Time:1 PM Location:New Town Virginia Weather:Sunny 70 Date:9/11/09 Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? r ER ir 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or protecte with sediment trapping measures?Are off-site areas included in E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? 115z ( ri 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes cl OR grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained,insp and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stab' ' ed? ifi— IR E 7. Have sediment basins and traps been constructed according to plans,specifications,an r. :r dards? [E IR r. 8. Are finished cut and fill slopes adequately stabilized? IR Ir r 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodi• hairnets • . fill r r r slopes? 10. Do slope faces have drainage or protection from water seeps Ilx I(' Q 11. Do all operational storm sewer and culvert inlets have inle ote n in as .ice with plans, [E E rz, specifications,and/or standards? 12. Are stormwater conveyance channels stabilized,th channel lini rilkan utlet p ction? [r P Q 13. Is in-stream construction conducted using measures to minimize ch el ? [ r ri 14. Are temporary stream crossings of non-erodible mat tial installed when construction equipment crosses? IR IF n ,11►- 15. Are all DCR water quality permit requirements being adhe 9 [r (6Z IL 16. Are material/equipment handling/st• arc areas a; - ee f spills, leaks, or other deleterious materials and are related protec' measures a at- r �r 17. Is re-stabilization of in- constnic , ..mplete before leaving the area? IR it 18. Are utility tr es stabil' d properly according to the specifications? IF IR 19. Is effl t from dewaterin tillteing filtered(including in-stream structure dewatering)? Er i r 20 rstruction entranc adequately protected, being maintained and public roadways kept clean from r Ir and mud? 21 ave all temOhry contro ctures that are no longer needed been removed and such areas been IR tabilized? 22 properties and wate ays adjacent to development adequately protected from pollutant discharge, r [� r - `on, flooding,an 'sedimentation?Has encroachment outside of the project limits been prevented? 23. Are ontrol measures being implemented? w r r 24. Have all .eficiencies from previous reports been addressed? r_ p5z r 1-N/A:not applicable,2-YES:All items related contract requirements,plans,specifications,standards,and permits pertaining to this question are being satisfied If a box Is Checked"No"please see the attached page Sheet for Issue of non-compliance and the corrective action needed to regain VSMP compliance. This report was written by Joe Inspector 9/11/09 Print Name Signature Date Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active —�etari�--'"' project sites at ALL times. CONTROL INSPECTION FORM Continuation Sheet Project Name/WSSI #:New School/111222 Date: 9/11/09 Item# Description ofproblem,location,and corrective action To be corrected Dore (See sheet 1) by(date): Corrected/ Initials 5 Silt fence needs to be cleaned out and repaired when sediment reaches half the height of the barrier. 11 Inlet protection needs to be cleaned out and repaired when sediment reaches half the height of the barrier. 16 Concrete washout must be contained within an impervious area where it can cure and dry preventing wash from contaminating surrounding soil. III 20 Sediment is being tracked onto roadway. Re-work construction entrance and sweep roadway as needed. * Continue to monitor and maintain all E&S controls for proper function. t. :y Weather Underground - Station Name (Station ID) - XXXft.Elev. Lat.,Long. Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM S'�di�,,��1ia„S,t��' oject Name: Stanley Martin at Hollymead Towncenter Block Cfi WSSI#: 30335.01 Date: Permittee: SM Charlottesville, LLC Contractor: Time: Location: Albemarle County Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑x El ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑X ❑ ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? ❑ ❑ El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ❑X ❑ ❑ 8. Are finished cut and fill slopes adequately stabilized? 0 El ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? 0 ❑ ❑ Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 11. El specifications,and/or standards? x 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? Q ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? 0 ❑ El 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? ❑ El El 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious ❑ ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? ❑ ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? 0 ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 El El 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ❑ ❑ ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been 21. ® El stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? 0 El El 24. Have all deficiencies from previous reports been addressed? Q ❑ El 1—N/A:not applicable;2—YES:All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. -his report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION T -- etlan� - be maintained in the SWPPP. CONTROL INSPECTION FORM stud'nandSoktions,In ` .1 DAVEY# Project Name: Stanley Martin at Hollymead Towncenter Block- C� WSSI #: 30335.01 Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long Sheet 2 of 2 Completed inspections must VPDES EROSION r Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM Studies and Solutions.lncs oject Name: Stanley Martin at Hollymead Towncenter Block-Ca WSSI#: 30335.01 Date: Permittee: SM Charlottesville, LLC Contractor: Time: Location: Albemarle County Weather: Weekly Rainfall (in.): Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ®x ❑ El 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? �X El El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ Ei grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? El0 El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? El El ❑ 8. Are finished cut and fill slopes adequately stabilized? Qx El ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ED El ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? ®x CI El 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, O ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ©x El El 13. Is in-stream construction conducted using measures to minimize channel damage? ®X 14. Are temporary stream crossings of non-erodible material installed where construction equipment El ❑ ❑ crosses? 15. Are all DEQwater quality permit requirements being adhered to? 0 ❑ El 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious El ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? f El El 18. Are utility trenches stabilized properly according to the specifications? px El El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 ❑ ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from E El ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been ❑ ElEl 21. stabilized? x 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? ©x El El 24. Have all deficiencies from previous reports been addressed? Q 0 ❑ 1-N/A:not applicable;2—YES:All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. his report was written by • Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Wetlari � Stud s and Solutions, be maintained in the SWPPP. CONTROL INSPECTION FORM Inc a wretrcompany Project Name: Stanley Martin at Hollymead Towncenter Block- C� WSSI#: 30335.01 Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft Elev I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION L Wetlari�� be maintained in the SWPPP. S,sd. and CONTROL INSPECTION FORM oa/01$company oject Name: Stanley Martin at Hollymead Towncenter Block Cfi WSSI#: 30335.01 Date: Permittee: SM Charlottesville, LLC Contractor: Time: Location: Albemarle County Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 ❑ ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or ❑ ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 ❑ ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? 0 El ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 ❑ El 8. Are finished cut and fill slopes adequately stabilized? 0 ❑ ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? 0 ❑ ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 0 ❑ ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? ❑x ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment 0 ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? Q ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious 0 ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? 0 El El 18. Are utility trenches stabilized properly according to the specifications? ❑x 0 ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 ❑ ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from 0 ❑ ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been © El El21. stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, 0 ❑ ❑ erosion,flooding, and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? 0 ❑ ❑ 24. Have all deficiencies from previous reports been addressed? 0 ❑ ❑ 1-N/A•not applicable;2—YES•All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. his report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Cetland Sr°d'e,and Solutions,in be maintained in the SWPPP. CONTROL INSPECTION FORM t Project Name: Stanley Martin at Hollymead Towncenter Block- CC WSSI#: 30335.01 Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION Cetlan�� be maintained in the SWPPP. CONTROL INSPECTION FORM Stud'uandSolution.,tnc. owEr p. ..oject Name: Stanley Martin at Hollymead Towncenter Block-Ca WSSI#: 30335.01 Date: Permittee: SM Charlottesville, LLC Contractor: Time: Location: Albemarle County Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑x ❑ El 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or ❑ ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑X ❑ ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? ❑x El El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? x❑ El ❑ 8. Are finished cut and fill slopes adequately stabilized? x❑ ❑ ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? ❑x El ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ ❑ ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? X❑ ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? ❑x ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? x❑ ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious ❑ ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? ❑x ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? ❑x ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ❑x El El 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ❑ El ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been El El stabilized? x 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? Q ❑ ❑ 24. Have all deficiencies from previous reports been addressed? 0 ❑ El 1 N/A:not applicable,2—YES•All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. his report was written by _ Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION r Cetlari�� be maintained in the SWPPP. CONTROL INSPECTION FORM swk..,andSolution`.tn .1 owner$U mli,,o,' Project Name: Stanley Martin at Hollymead Towncenter Block- C� WSSI #: 30335.01 Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION Wetlan�� be maintained in the SWPPP. s,�dr�„��So1„s;o„s.�^`; CONTROL INSPECTION FORM orvEr'� r�oject Name: WSSI #: Date: Permittee: Contractor: Time: Location: Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 ❑ ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 ❑ ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 0 ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 ❑ ❑ 7. Have sediment basins and traps been constructed according to plans,specifications, and/or standards? 0 ❑ El 8. Are finished cut and fill slopes adequately stabilized? 0 ❑ 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ © ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? 0 ❑ ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ ❑ ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ❑x ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? 0 El El 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? Q ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious ❑ ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? 0 ❑ El 18. Are utility trenches stabilized properly according to the specifications? 0 0 ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 ❑ ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from 0 ❑ ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been © El El21. stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, 0 ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? 0 ❑ ❑ 24. Have all deficiencies from previous reports been addressed? 0 ❑ ❑ 1-N/A.not applicable;2—YES.All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. his report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION r �tland be maintained in the SWPPP. CONTROL INSPECTION FORM Studies and Solutions.I^J Project Name: WSSI#: Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION CiTetland be maintained in the SWPPP. CONTROL INSPECTION FORM Studies andSoluiions.1'w ,0111,,{11, ioject Name: WSSI #: Date: Permittee: Contractor: Time: Location: Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑x ❑ ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ❑ ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑x ❑ El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? Q ❑ ❑ 7. Have sediment basins and traps been constructed according to plans,specifications, and/or standards? Q El El 8. Are finished cut and fill slopes adequately stabilized? x❑ El El 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? ❑ ❑ El Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ El El11. specifications,and/or standards? x 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? El ❑ El 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ ❑ crosses? 15. Are all DEQwater quality permit requirements being adhered to? ❑x ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious ❑ ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? 0 ❑ El 18. Are utility trenches stabilized properly according to the specifications? ElEl El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? El El ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ❑ ❑ ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been 21. ® ❑ Elstabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, 0 ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? I ❑x ❑ ❑ 24. Have all deficiencies from previous reports been addressed? Q El ❑ 3._N/A.not applicable;2—YES.All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. rhis report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION ___Wetlan -- be maintained in the SWPPP. CONTROL INSPECTION FORM s441. andSolutions,ln� wvEv „h. Project Name: WSSI#: Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft. Elev I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION CN_Vet1an�� he maintained in the SWPPP. CONTROL INSPECTION FORM S`ud'e's and Solutions+^` DM/EA company r roject Name: WSSI #: Date: Permittee: Contractor: Time: Location: Weather: Weekly Rainfall (in.): Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? Q ❑ ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ❑ ❑ protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑X ❑ El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? Q ❑ ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q 0El 8. Are finished cut and fill slopes adequately stabilized? El ❑ ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? ❑X ❑ ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ ❑ ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 ❑ ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? X❑ ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? 0 ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleterious ❑ ❑ ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? 0 ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? ❑x ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 ❑ ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ❑ ❑ ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been 21. ® ❑ Elstabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary, are dust control measures being properly implemented? ❑x ❑ ❑ 24. Have all deficiencies from previous reports been addressed? 0 El ❑ 1—N/A not applicable,2—YES*All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. This report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION -- Xetland be maintained in the SWPPP. CONTROL INSPECTION FORM s'"d`«and solutions.l°`. orvEr ,E, Project Name: WSSI It: Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long. Sheet 2 of 2 Completed inspections must VPDES EROSION `-" .1Vetlan D be maintained in the SWPPP. CONTROL INSPECTION FORM Stud'e`and Solutions.tn� D VEY+,111111,1m :oject Name: WSSI#: Date: Permittee: Contractor: Time: Location: Weather: Weekly Rainfall(in.): Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑x ❑ El 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ❑ El 0 protected with sediment trapping measures?Are off-site areas included in the E&S plans? 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑x ❑ El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ ❑ ❑ grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ ❑ ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes, and diversions,been immediately stabilized? ❑X El El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ❑x ❑ ❑ 8. Are finished cut and fill slopes adequately stabilized? ❑. ❑ El 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? ❑x ❑ 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ El El specifications, and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ❑x ❑ 0 13. Is in-stream construction conducted using measures to minimize channel damage? ❑x El El 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? ❑. ❑ El 16. Are material/equipment handling/storage areas clean and free of spills, leaks,or other deleteriousID ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? ❑x ❑ El 18. Are utility trenches stabilized properly according to the specifications? ❑x ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 El 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ❑ ® ❑ soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been © ❑ 21. stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? 0 El El 24. Have all deficiencies from previous reports been addressed? Q El El 1 N/A.not applicable;2—YES.All items related to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance. -his report was written by Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION CTetlanc � be maintained in the SWPPP. CONTROL INSPECTION FORM s'odir`and Solutions,lncM Project Name: WSSI #: Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule. Weather Underground - Station Name (Station ID) - XXXft Elev. 1 Lat., Long. Sheet 2 of 2 APPENDIX 5 Record of Contractor Certification Contractor Certification Contractors noted below have been trained in pollution prevention practices and are familiar with the procedures and information contained within this SWPPP. Site: Stanley Martin at Hollymead Towncenter Block—C6 SWPPP Measure Company Name Contact Name Business Address Phone Number General Contractor General Contractor General Contractor E&S Controls Portable Toilets Trash Containers Concrete APPENDIX 6 Record of Inspector Certification Inspector Certification Site: Stanley Martin at Hollymead Towncenter Block—C6 Name: Qualifications: Company: Telephone: Email: Name: Qualifications: Company: Telephone: Email: Name: Qualifications: Company: Telephone: Email: APPENDIX 7 Temporary BMP Location Tracking Each time a temporary BMP (concrete washout, porta-john, dumpsters, fuel storage, etc.) is relocated on site,the current location should be denoted in this document. *BMP locations are tracked on the site map/plan located with SWPPP 010=1.24 cfs I• ,sgry-£S V2=4.15 f/s / , 1 C 1.3"° S-00S Stanley Martin SFA PPP DITCH 1 - - va% 1 1 d10=0.37• / / / L x-)' gg `' -64G - C R 1::- I.0' EC-2 Lining - i x� :d'I I —— — C " n u .60A _mac ` _x._s�_x_�'_ , x� - I \` ZT SOIL STOCKPILE_ X x—x—x� x r. • AREA x xyx—x x� �' - - W DITCH 1 I 4p$q —x—x—x—x x—x� -'Icy -.-:___-_-_- I —x—x_x x_x—x xx -yi�"�� 1 \ • . _ - I - x_„_.7x_x 1 ‘�._— II .�4,2 1 ;z P :iZ! • ...„. 'I Allo. - �.� ='gyp ' Contrete W hotk � �t ,x. fireV. d$ Ut �,'`. 9< dr . d���ix or ri eaT•Ry \ , mmieli �B.L'� i \ o i�'L c}•�,2.5 a 9 iir. \ '" 5� /�.,\ /� `4' ��° '`�•• „b 1 612.5 r` • Portable Toilet E S 9Za 1� / �. /�. 0 92'8s , 0A `�a�d, s�✓ 4 % .,..o:0P-6107 '� lay -sns L ,y u�No 3wza 4�' �./ �'�:. 'q's`' � ..�i ice■let,8 a-(> �' _ , A 1 -- f f '� ■ c- 07/17 17 CONSTRUCT PADS FOR LOTS - �° v1.9 ,95 ; Q� ti� a �� f26o0as°'";:Is�l i . I /'` , �r=e».a i o� / ��� / •\ , y`�1ne'` 'ec'P' 1` 1�' E�'���1 ,(T1A) f $r sro.a p ss7oNAL ENO 27-31 ONLY AFTER REMOVAL - i .� ;i1�� S"F 6P - .4' g.'t/I •�\ . 50`9` '04 il . 90OF ST-2. SEE CONSTRUCTION ik,Iv 999�g4� �` Pik, 4).iP:,44; I'I` - 1 Ira QaA - Material Storage /i `lam �• .. �P `q 95� i �'a' 45• eE�.1'� 1 \� /7 •/ : 1 Lot 7 o w SEQUENCE EP-4 /! z ' sp9,p .�' . © ,',Ai ' \ 1'�,_ rrP---s6ga Il. Q , n'61o.3 S' s r / s �/ `��$ AV 0 ' p �\ 9a3 i sa ,�►�� `,'�1...`ibor=sos. 1 •'i� 1 I s� cP=s0s.d.. °"1( pE a TO SWM . Oi '<' '1 ' 4V'049 CO 9ta/ .5• �,,'', Ill OtteH Go '4." ll1 I I Z� Pt'.e '.�° O Trash Container w / \. tQ'° ` 0 4 Pr�08. Gar�u. : I ' I. C. r�60g 7 I i' f `•\ N. „2'vt �t ,' , 4 ,' —i..■cr-6071(Tx,.) FAQ fha1 cnso3.7 FACILITY 2 / , eor 5 . e : -7 N ; ' • ,y F��' _� rn 2y y`L ♦�1‘ �� IIIlot 19 i' iq I �— Z / \ 4.44,4,`' ' , 95(1/J 2y X• rP 6070 s a ,. (1 �o9.o,ryl ��~, / / �� \ T�4ff v��`'ps� •ddr����i. \ =��■cr�sas7 0{ Iv fr gni Cr=ioa9 I I ' 'o \. �. fs. 1$ . 90 j' . .5' s�r�.lot 20 1 ill r'raNytEA 1 ,phl' I ■lea a/ to �'. _.‘,A,', %� .5� rr=605.0 1 � r y r \ . w p �A95yA Ty 'E). �r WIRE SCREEN CONCRETE BLOCK / / mo/• �C� V� aj /� 0•:GE. _ 3 ■I 1 . 41 ,, .., , 1 . i „,„ ,..- 42.3••,, ,/ • a �y $iii AliglifINVIESIItiligi / / / !p ,,� `\ � ♦V( \\\. 96%S.a..6p opes , _`e .606.E .a 4 ;+ I1111I1 / 4 , \ ,/ ` concRo cr�6Cs.o WASH � ...:....:. .:e< ..,s..... / °p r E4.t krt' ♦ '97 '0 �, gm STCRAGE 6i ,,, i _ ICM.� i) I ' N, V 4,''..41„0 ,`'‘\ \( 6•1\ 7-t'lli‘ I. 'GRAVEL FILTER / 9�1F�/ evT�' �9�d� \ :�,,,Ntlie �A ,,`1�. , sDRM�PIN E��� `I E CC-72 I ` _ 9 / �'Of <,, O \ o : a`,�, ..•& v �,,,,��.ii W WIRE SCREEN / �'€JL. .'.,,_QfJ le 2 3 /,-•, ,� •Wes. a 1 RUNOFF WATER FILTERED WATER / / 4A ' / ` s, ` / - .,., WTH SEDIMENT OVERFLOW-�— _ / '� G __;;000-47- �. M—F J1=lIFM-11=11= -'' / / ^ I L=_II IIGL 11-II II�� / o / \ �, �k •�%//�. \P I z DROP INLET SEDIMENT %1 TH GRATE / / !per SPECIFIC APPLICATION / /� •\ /� / ''.� '0Qt0$ �_ 9 1 \ I 1 ,�/ ~ THIS METH00 OF INLET PROTECTION IS APPLICABLE / / /' . `p ' �� ' \ 5 I vdc I ! r 1 "Z, ,sy •,� WHERE HEAVY FLOWS ARE EXPECTED,AND WHERE \ / / I AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT �/\ / ... '' III ■ I EXCESSIVE PONDING AROUND THE STRUCTURE ` / / /: � -- S �p\ 1 ® - A 0 I 0-, _9 (t. 'GRAVEL SHALL BE VpOT/3 /357 OR/5 COARSEAGGREGATE \ ♦/\ �' / - ' ' ♦ \ �p \ • •7--, 0 f /' .' q''\ Czl O /� / _ �,/ y\vp �\` RELOCATE CONSTRUCTION W w v a BLOCK AND GRAVEL DROP INLET PROTECTION (DIP) •A��✓,i_, 0' ENTRANCE TO LAUREL PARK c. E-, rN- o ♦_ 1 ii 9 • NOT T SCALE / // :' rp�\S LANE DURING PHASE II W a z 6 / �pR\ MANAGED rZ U / / .,/ f, / / •' / \ SLOPES (Y, 1 / / / ` /` 4A • W r� "'O 40 / �T ,/ // , \ \ \� M U Q EROSION AND SEDIMENT <,'� ♦: o pQ��Q° x q - cil CONTROL LEGENDNi. � i��' °9 \ '� v�� c d 3 02 CONS(RUCTION A -. !1.. '::/ v,i Z O w ve ENTRANCE _ TO SWM \ 3.05 SILT FENCE O �« +->F FACILITY 2 n,�?. Irlip sc" , z_ o a 1-w �3.07I STORM PROTECTION IP % �� v� .,, // v0 7 ® ''+�e 1 ` / \ DOM PROJECT NO'16.0119 TEMPORARY 3 DIVERSION DIKE DD 4H ' '^` INDEX TITLE 313 SEDIMENT TEMPOR TRAP 0D \• \ \ Er 5 3 31 SEEDING 30 0 30 60 g0 RY O ---C-- N.\•\ ..„ SHEET NO 5 OR 9 9 DUST CONTROL DC �- SCALE. =3 3 3 DATE 05/06/17 APPENDIX 8 Plan Sheets (Excerpt from overall Project Design Plans) cn VIRGINIA STORMWATER MANANGEMENT PLAN FOR ` Q,n,4 WPO 201700039 .Q . .. HOLLYMEAD TOWNCENTER • BLOCK C6 b ,c,,. A PORTION OF TM 32, PARCEL 41 L ,,,„ daz,„„„, 4,�`3 .4 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA 1, y MIC'HAEL F\11 ER, '' 07/17/17 /1 1z0\a1. \--c VICINITY MAP SCALE: 1" = 1000' PARCEL OVERVIEW SCALE: 1" = poo' SHEET INDEX N gi EPl Cover Sheet irfiNiprEP2 Notes,Abbreviations, &Legend EP3 Existing Conditions EP4 Erosion &Sediment Control Plan Phase I p m 14&0 EP5 Erosion Sediment Control Plan Phase II\ EP6 Utility Profiles a - 0 A EP7 Storm Sewer Drainage Areas A / �■ TIP 32-4IDB wean Drive Really,Lcc EP8 Details Warehouse' NW a Uo.Z EP9 Stormwater Management Summary t. 51, .r it: �� �� s w�� . T '�i S! • TYP 32-41 .. Blocksirsissa.10111111=072 CO aa6,,� TMP 32-41 L Turner, Dand j is � ^• ^'� j `d/� ., a TOWN PROPERTIES.LLC YarkoZone:Rural n ` 'gam ZONe:PD-MC Usa:Rasidenlial Z z -IIIIIIII-a*� Ii OB I556 PC ZII p � j USE:VACANT �ggHH ^ ARIA.3.812 AC SF d. �� aNit W S33dddd 8 I�;� , .. i s ta �i AZ: Private Road ,Ak SIGNATURE BLOCK DATE o co . Residaruid CO Z ALBEMARLE COUNTY ENGINE - DATE a Note- w o *This SWPPP and VAR10 CGP z z t3 coverage are associated with the o w construction of 42 (SFA) units. w z gq *Estimated area of disturbance is 3.81 Q o o acres and is within the LOD of this approved plan (WP0201700039) w ¢ F w o J - ate P Z0 w = N DOM PROJECT NO'16.0119 INDEX TITLE: EP1 SHEET NO. 1 OF 9 DATE: 05/08/17 GENERAL NOTES ABBREVIATIONS EXIST. PROP DESCRIPTION LEGEND EXIST PROP DESCRIPTION SITE DATA m GENERALw m n DBIRA CONSI TIa NOTES MEL [ 1a a 1.Prior t r construction with.my eating public rig.-of-way,ndudng canectim to ABAN ABANDON(ED) MAX MAXIMUM TONI RROPERIIES NC .` ' my existing rood a peon.Mal m ratan.hno the Virgin oepatment of PROPERTY UNE s 12°TO TOP OF CURB ELEVATION 1411 Transportation 0(N)DT}the pm a boon may not accurately reflect the requirements of ADJ AD.IIST MN MINIMUM C 1771 rEARTH¢nr LIME the permit there my c eponc.occur the reyiements of the permit Mal gain... ADJACENT PROPERTY UNE s 12'BC BOTTOM OF CURB ELEVATION CHARLOTTESNIE.VA 22901 0 C Ili A' 2 NI mat..and construction methods Mal conform to anent specifications aid standards of VDOT unlessotherwise staled. AND AHEAD MON MONUMENT DEALOCEIVACATED PROPERTY UNE v IYFL FLOW UNE ELEVATION TOWN FROPERIES LLC •. 1 Erma and siltation control meanies Mal be pronded n accordance nth the crammed ----� TTm � -u erosion contra pion and Mall be instated pia to my Oman,awing or other APR)APPROXIMATE NIC NOT IN CONTRACT 0 construct... EASEMENT s 12'EOP EDGE OF PAVEMENT ELEVATION LANE {NI lopes ond disturb.isms are to be ferMbN see.and mulched BC BACK GC CURB NTS NOT TO SCALE OIARLOTIES&E,VA 22901 III 5.The ramiflxm atoneable elope'a 21(hoizontaN eical).'Mere memo*<Plead.. BUILDING SETBACK s 12' SPOT ELEVATION Mew Popes of 11 orbetterare to be phieed BFE BASEMENT FLOOR ELEV OC ON CENTER I FDN REFFRFucy A taper rw erne DB 4556/211 5T9KNSCM INfo DB 2904/065 0 B.Pod,rip-rap or std.iixation mat lied dual maybe remised Mena the*Mon of the Chanty Engnm,or des..it is deem.pecmay in order to stab.a drainage BUILD TO UNE s It TN TOP OF WALL ELEVATION BIT BITINNOUS OH OVERHEAD tTE AREA. 1D Ac. :/ 7 NI traffic control egne Mall conlam with the Wants Maud Ion Uniform Traffic ZONING UNE s 12'BW BOTTOM OF WALL ELEVATION Cant.Dena. BK BACK PE POLYETHYLENE MAISTRIA/DISTRICT RIO B.Unless otherwise noted al concrete pipe Moll be renters.cascade pipe-Clop III. - : ee 9.A excewlion.underground pow Fondle.man comply sith 091A Stand..for BM BENCHMARK PERE PERFORATED6. TEST PIT LOCATION/BORING LOCATION ARC"GE BOMAR?SURWY'DWeADN E71GMEERRSC•DES. DATED ARIL 2017 a the Construction industry(29 CFR Pot 1926). LIMIT OF DISTURBANCE •we...1.4.4. 0 Oc 10.NI retailing soh cue subject to separate permit approval BS BOTTOM OF SLOPE PROP PROPOSED 'LOCOMAN LIMIT BENCHMARK Sra0EF GE TOPOGRAPHY'00YINON rwai'TRMG A OE901 OATEO ALLY 2m1,Mut EARED BY ENGINEER MAY 26.2017 rw 9 wWN fFNfSA MMSTRIICTOI NOTES FOR STRUTS. CB CATCH BASIN PRVD PRONGED IRON FDUNO 1IeS PROPERTY DIES NOT APPEAR TO BE LOCATED NDMI A FLOOD PLAN.IT APPEARS 1O UE et ZONE X 1.Prix to any Con tniclion nth'in my rusting p0I0 right-of-my,nduding connection to my mating road o permit Mal be mlaired from the Virginia Department of BUFFER ZONE AS WAN ON FEDERAL D ERENCY NMAGEYENT AGENCY FIRM MAP/100.1C0400 OMED FEBRUARY 1,2005 Trmspalnbn(COT}The pion a tram may not accurately reflect the requirementsCGT2 ACCESSIBLE CURB RAMP OWN PAYED WATER WAY of the permit.were min&radancef ace the requirements of the permit M. RNA-RESOURCE MANAGEMENT AREA gown. ( CENTER UNE RCP REINFORCED CONLAEIL PIPE UNDERDRNN 1,T11 Op 2 Caatructbr nspetion of Al popaed roads within the development wilt be made by the WA-RESOURCE PROTECTION AREA4• I�NIa1IARK COSTING SANITARY SEVER STRUCTURE M NORDIESi COINER OF SITE IC-6) SSW 5-T f1-59601 F, Y Cann Me cmtrectnr men nob! me 0Engineering( ) DRAINAGE LINE *DATUM.NAq 1988 Y Y eppbnml of Fat.min 298-SBBI 48 noun CL CHAIN LINK REM BEHOVE O? / 46, n advance of the eat 0 Fn methods 1 et materials and construction methods Mon oaaarrn to current must cam and Gyp CORRUGATED METAL PIPE REDO REQUIRED ROOF DRAIN wArn cnwF NELARLF COUNTY SERNQ wMORITY _• nmbds n ROOT NI excavation for undergroundy(09 CBS erta192m must empty nth EDGE OF GRAVEL 4YFR 4R'AIs NBFMARIF COMITY SEANCE AUTHORITY /A L F `RS 091A$en dad.for the Lmnrunion.Angry(29 CFR Pal 1926). COW CONCRETE RET RETAIN SEWER UNE /L.No.33028 I.Erosion and siltation con.moans Moll te provided in accordance with the approved EDGE OF PAVEMENT 4. r contra pion and must be-anal.pie to my deakr1 grading a other cmalmneos CY CUBIC YARDS RT RIGHT STANDARD 6'CURB TRENCH DRAIN 2DIL nqg PROPERTY IS SUB.ECT TO PROFERS AND A COOS DE OENIOPYENT PER DM 2tDl-oao2a pun 07/17/17 .07 S Upon completion of fine 9•Oeg an prcoaotim of the roam.abm.e the contractorM ham MR ha tests performed on the sub,.mil.Three(3)copies n the ten results C/C CENTER TO CENTER R/W RIGHT Of WAY WATER UNE GROSS E90ENn11 oEx9tt:12 uN15/1D Ac-110 IRa1S PER ACRE fT9Y 0NAL EHGN Mal be admitted to the Coolly.If o vbgode.oil CBR OF 9 a greeter a not STANDARD 4"CURB mm.MU,a revised pavement deign mai be mode by the deal engine,and C&G CURB AND GLITTER R&D REMOVE AND DISPOSE ARE PROTECTION LINE submitted IPes with me tat results re o be le PROPOSED MDT 291 NM 6.NI!rya and disturbed(isms ore to be n O0.n. aged and mulched.1M mmkmm� COMBINATION 6"CURB&GUTTER 12 4A UMR 0 1 5RD chi DIA DIAMETER RRR REMOVE&RESET WATER SERVICE UNE N ar Womble lope b 21 Ihaizontal:vertical)Mere reasonably mlanaMe,lever ay.of 4:1 or e COMBINATION 4'CURB&CUTTER better are to be ached. EL ELEVATION SO SIGHT DISTANCE 7 Surfacedrainage ad draina and pipe daMorge must be retained with.the pubk right-ol-soya GAS UNE GVHDYRT U4 vACANT m .Rhin easements prior to acceptance by VOOT.All Renege autfal easements we to be extended too boundary Me a a natural walercme.The Contracts Mall Bole verify me ELEV ELEVATION SO SQUARE FIRE LANE STRIPING PROPO4D Ile,TC'MAHOIES(12 LINTS) length of.norm beam.pipe. OVERHEAD ELECTRIC WIRE 51 Grab.Iccatim°one opproxmale.Exact ength,location and appop1le end treahments ES END SECTION STA STATION 1u al be field determined at the time of construction.Additiantl Durward may be required at �°L BUILDING ENTRANCE UNDERGROUND ELECTRIC WNW D6lGNG IFJGNti 3s' U locations not Mown Men..the opinion of bOOT,the Director of Engineering.on the EW END WALL SW SIDEWALK BIMATO-INF 0-20'ROM EDGE OF 90EWMK PER CODE OF DETELOPNENT TAME B Dneao-s dagnee,it a deemed necessary Men y0bdl'e required,it Mal be instated U] CA four(4)feel offset from the edge of pownent to the Imo of maraca,and roadway .`. LOADING DOCK H UN E) EXISTING MEL SO.10 111117E EDGE UNE Moulder widths Mal be increased to°men(7)Net.NMnale County En9wmig re NOR IANO_t'NFWIF- POST-DEKLOPMENT eats Policies July 1998:Rost.30 Armory 2003 • BOLLARD UNDERGROUND TELEPHONE UNE I°0 W 9.were urbm croft sections are.stalled,oil resMentld driveway entrmm Mae conform EXIST EXISTING SILL SOIKD WOE LANE UNE _ LOTS69,SM n 11.95 j SOO T OT CO-9(AB a C} DUMPSTER PAD CABLE TV W 10.*ere rued cross sections cre anal.,al residentialOrissa.entranrn Mal conbm FON FOUNDATION IBA TO BE ABANDONED -- MEN SPACE A 2327 of 34X ,4 to ROOT standard PE-1. It Paved,rp-cop a nalelxation mat la.ditch may be required to stabilize a bmuge FFE FINISHED FLO ELEVATION TI M TO BE REMOVED SIGN I- DRNN INLET OPEN SPACE B 2..n 1.65 channel Men,In the rynlon of COT,the Director of Engineering,or the Dkecton-. OPEN SPACE C 29.670 ef 17.9% Ms..it ismnecessaryseeednecessary CTD GRADE TO DRAIN TC TOP OF CURB g.p 12 A mMinum dear zone of don(10)feet from the edge of pavement Mall be moalaned on - -- STEEL GLIAIDRAL 0 DRAIN MANHOLE OPEN SPACE D(IN1DtlOR MATE ROADS) 17 eJ9 sl 10.5X ,sin al residential vbd'nisim streets.Additional dA zone may he required depending m ^% categorythe O IFlRON FOUND TS TOP OF SLOPE WOOD GUARDRAIL [ PLUG OR STUB 1S Compliance with the mnimum pavement north,Murder MN'on at.sedans,a LOW SPICE E(CORM PRIVATE ROADS) 42ODI P 2SSz m LOW OEDICAlION 1,929 st 1.29 edam on the tpica pavement section deta1,Mall be strictly mewed to The cross lope IS IRON SET TIP TYPICAL ei Mal be moalaned a Mown on me plan Eooeptiens wN not te allowed TOTAL 185,964 of(3.61 AC) 1002 14 All rem:ed flan](stop,evert none,speed link Rya,etc.)cue U he lumen.and LA LANDSCAPE AREA UG UNDERGROUND PATH FLARED ENO SECTION 01 'nnaled by the developer prior to acceptance Sims and to iM0bEnn Mal conform �-� (HEADWALL 0 to'Nbernoe Canty Rood Nanng and m Property NOrd..*an g Ord. d Manua' LOU UNIT OF DISTURBANCE YESCHVA.E&S CONTROL HANDBOOK TREE LINE 4• M r. C - and the Vrgne Maud for Wilson Traffic Control Design The location a all signs ae Mown on the pions The dewlaps Mal be reasonable for main...of the sirs lF UNEAR FEET YDS YARDS 0 SERER HANIDIP BpFRN0U5 AREAS 3 FT been impaled the roods hone beapled No the Pate secondary rood sp .Me speed Knits FENCE ROADS/PARKING ARAS: 61J3]n s0 to be peeled m speed MP lgne me to be Mtrmn.by SOOT prior to acceptance The LT LEFT o C011CR110 INKS 16006 n eed sp MR a la be posted 5mph below the deny)speed STONE WALL SETS OEANO T 15 Rood R.appro..is subject to find abdMsian plat dMatbn.Shed the Baal plat UTILITY PROPOSED BUILDNGS 31.600 sl .4 for this project babe prior to.ignng and recordation,then apparel of tee psis Mal RETAINING WALL TOTAL IYPEANWS AREA 111442 of be mill and wld ARV AIR RELEASE VALVE NH MANHOLE re WATER VALVE&B0) 16.Traffic control or other regulatory elms or barricades Mall be.staled by the developer U Men.h the opinion of the Go.cta of F.ginmag,or the Dialer's deiyree,they are STREAM/POND/WATER COURSE E/] sat deemed T standard n ceder to provide ode and conwniml morn BOA BLOW OFF ASSEMBLY PVC POLYNNYL CHLORIDE r A FIRE HYDRANT ASSEMBLY PARKING TABIILATM FOR TOMHOUSES: z 17 Use SOOT standard CD-1 a CD-2 macho..Lade the subbase material at al cut aid DETENTION BASIN REODIED PARKNG 2 SPACES PER UST PLUS 1 SPACE PER 1.ITS FOR OUST PARKING Cl) N trio ition.and made so0 points CO CLEANOUT RIM RIM ELEVATION wu WATER METER 12 TOM/HOUSES X 2 SPACES♦42 TOWW W9:S X(1 SPACE/4 1ANTS)-95 PARKING SPACES REWIRED Cl) 13 A video coma nspect.a required la all norm some and culverts that cue deemed ® TOTAL PRONDFD PAWING FOR TOWNHOUSES ' 9eeb C tole to COT...otiose and orebe accepted into 0UOTs mantename CTV CABLE TELEVISION SAN SANITARY SLT FENCE 42 wens X 2 GARAGE SPACE -Be pagan old°mashie The video inspection spection be conducted in accordann nth O WATER TELL p42 UNITS X I PARKING SPACE-42 K.W SOOTS video canna n9pectbn procedure and with a COT era/or County inspector DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL PARSING SPACES PRCNDED -126• present.I OddHnn,11 hip-density pdy.Mene(HOPE)ppe or pipe spleen is neekd C KN PARKNG SPACES FRONDED FOR ME PURPOSES CF PA9G PRONOD CNNLATONS-105e the Con m tractor and a representative ham the pot mufpeWrr Mold hold a GAS VANE •21 PARKING SPACES O THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXI./DAMS.AS peconMutlim meeting for analar m tronng. DIP DUCTILE IRON PIPE SD STORM ALLOY.ON BLOCK U PER 1/30/14 OSd159M NUN ALEYARIE COUNTY%.MHIHG ELEC ELECTRIC STR DRAINAGE STRUCTURE MOD(COIT0111R o GAS PETER 1!1 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS FH FIRE HYDRANT TSV TAPPING SIEVE 9 VALVE Y i 1.The par ap .g w rceiholy must be natifed me w prim to the pre-cansbuciim PARING COUNT 0 ELECTRIC MAMSE RF(•REATDN AREA TNIHKAT(NS w conference,one week price d ce to Um commencement of I9etuEng atilt%and one week FM FORCE MAIN UP UT1UTY POLE RECREATON AREA PEWIRED.200 SF/DNII-a 200 o 42 11N11S-L.SF prior End inspection.to the End inspecti II on. - CROSSWALK a NI erosion and sedimentcon.aborts ell be constructed and mmtd.according q ® ELECTRIC ICIER RECREATOR AREA FRONDED.14000 SF g - ` minimum nmdads me Pion.of the Erma me Secant Control FAC FRAME AND COVER It. WATER UNE specifications -00 Er ACCESSIBLE CURB RAMP OPM SPACE IS TO 8E OWED AND YANTAWED BY A HO/COMERS ASSOQAM � � Bamboos ond Virgil.Regulation.VA 625-02-OD Eroiar me 5�cot contra FLG FRAME AND(PRATE W WATER METER + LIGHT POLE NL PRIVATE STREETS ARE TO BE PRIVATELY OWED AND NURTURED Regulations 3,All realm and.edsmant centred memmee are to be placed pia to or 0 the Mat step M 6r HANDICAP PARKING Q C..) a clng. GT GREASE TRAP WV WATER VALVE - (ii� 0 TELEPHONE MANHOLE4.A copy of the approd eosin ansediment d cmb dsr tl pip PSI be mlm.en m sit e e at vTi1 VAN-ACCESSIBLE HANDICAP PARKING ID TRANSFORMER PAD '-'4oil times GV GATE VALVE 6'V 6'VALVE aT.i 5.Prior to canmencng bed&babas acl'nilies a areas othr than adaated on thee plans Z C....) ' (Feuding,but not limited to,off-site barn a waste areas),Um contractor Mal....nit a HOPE HIGH DENSITY POLYETHYLENE UTILITY POE supplementary eraon contra pm a to the owner for review d appro. p o.by the an _.•_'.1 CONCRETE PAVEMENT/SREWAK Q R rypming authority • 1-a z 6.The contractor a revocable for anal.of any°animal Balm control measures NV INVERT .1+�•ey WRAP GUY POE P1 1-+1 z EA necessary to present erosion and minmlalion as determine!by the plan appro./ ex'.�i 0 athclily. r� 7.All dawbed adn one to dr.to approved sediment contra measures at all times during Milli NEW ASPHALT YAIDIUIE E-, 124 8 land Qolu bi g m1iMb and da'nq site deoopment until fad nm100lim is odnied.B.During dewalerin9 operations water will be paged into in opposed filteringds4ce. Z esi 9.the contractor Mai inspect di aim control measures patoacaly and after each runoff pamrnq CONTRACTOR'S COORDINATION RESPONSIBILITIES W rainfall went My memory repairs a demup to maintain the effeclFwreee at LIGHTING NOTE: fw1 F'" E/ the rm a m ointra devices MP be made med lip 1. RE mITRPCIIR 5 RECORD TO ORLON MY/ML PERI1n 00000 FOR GEMMING/0i CSHANS 11 M 1.Al outdoor fgh0ng del emit Ism that 3,000 lumens. Fir Z (Yin z 10.NI M matoM to be token from on approved,designated bar.am. Cie (, j CD 11 A mete materials Moll Se taken to on approved wale pea.En 61 Ma be nrl 2 AMU IRE WON s PERFORMED OF-91E OR■TM MI ESSIMC E YIp1T,THE CONTRACTOR s A NOTIFY If MILER m Loll FA9'1p0T A9 10F""'i t+ materials m free of roots stumps mod,rubbish,and other debris ACSA GENERAL WATER&SEWER CONDITIONS Fir A TIE NATURE O PROPOMD WOO Alp i0 FOLLOW WY GUOLDAI6 OR STANDARDS Wad IRE ASSOIAIFD NM GR RUMPLED N TIE ENDED Q MC 12 Barra a wane mea me to he or/aimed wHhir 7 asp of completion per Zoning EA9:Id1. Z ra-� Q' ddnn rt sualkn S1not MEN MULL BE 9 SILL B R I�ECIYN BY 100010E PR ER SO NMI.TY M 100*1 9 N4 11 NI eel materiels Mal be transported n compliance with section 13-301 of the Code of 1 THE CONSTRUCTOR Sidi 5 1p OEIX THAT ALL FA9FYp1;LEfiDR6 O PFM159Ok EfC,ME AFL9RpE0/(BTAeEp PRIOR TO TIE 57M1 OF OM SE i OF I IGi sLL RE N90iMwE FOR NDIIiYNC M PROPER SOWS N1WHW IY DFTgMS AT 11E EWE ,�^�^ Almincel MX TA,Barrow CNor east<activity'nodong adualri0-lpe power equipment let be limited to SP 030 / O C 4 the hour.of 7:O0ren to 9:00pm. A CONTRACTOR TO WINY MI 91E PLANS AID MORES MID OETA S FOR CONEASTINCT NO F CGRNCIS DEfi 00. DKAEER FOR IIE LOCATION O COSTING UIIITES Id04 DE UNE m TIE PROPOSED YOB'ARE MOT IECESOIN 1S Borrow,II a waste activity Mal be conducted n a sae manner that montane lateral OMFMADON MOM DIRECTIO.NTE161ErATON DUMPED BY MRACTM Tin 6E OOZE AT IRS/TER bed ROE, MOM M GN TIE RIMS.AID WERE 91UMA NE ONLY IPPROMAIELT CORRECT. THE CONTRACTOR SHALL. F (�'( vpeart....dot to mninae any hmpd to pm.m.p pried donoge to odpoenl land me 1 THE dMMAC10R a 10 mare MAT Tf RELOCATION m ALL EA91WC UluES N NWlMT WM 000940 Wpw HAS BEEN CONFUTED MRIOK d i16 wed MTAn1E LOCATE NL uNERGRa.D LIES 10 SMDIUES A EG.4ARY. a pov.nenls and damage to enY D .meet because of slides,Ming a collapse 111UTY PGS ALL MATERIALS AV 4M9101CTON MAIL OAPLY MR TIE CIwEM E0 311 O 05 GOER&MIER W E..D 16.R e d.aper Mal reserve the rprl to instal,maintain.remove or cmwrt to prmaent ep,0. SERER CONSTRUCTION 9KIX1LAIXMS AS ADOPTED By DE NE]W6E COMtt ffR11Q AUTHORITY ,��i DO mmmMr Plreno d..nl od sore rypfmu i al erosion centred measures r e CONTRACTOR 9HAIL GODLY WmH FENIO Ira TREE PRE4AYAlld 9GNAQ REWIRED BY NEIIIIIF COUNTY COIF W 6 - E_, eT the pm r of the beale p my let mil, id mud or other datum of the property WW1 FOR NL ETFVAtg6 SHORN N HAlIOgN EDOEIC SIRIEY El W 0 E 17 Tenon,y d.theno/Manion Mal le temrwy towing old co mulching.Sewing e V be 0 75 7. WOOER CR SHALL NA RELY SOLELY R DFCwMt WA90NS E PLANSACCORDANCE N E6N 11GL5 ND DATA SITS TOT 01 OBTAINED SP FROM DE lI O In/acre,and C the mama d Sr it Mr to Fd Apre to moist a 50/50 mix a Anna ME BUT TALL DCS H O LOCATOR O PROJECT FEATURES M ACNWI9IR IN T.PAPER CORES O DE RN6 AND 9`EIOCAtgb MAT III MIMIC.9HAIi BF RESPONSIBLE FOR gT1YW1C IAS UTILITY(PAL III OR I-Ao➢-152-71OI} 'l I� rz Rpm®and Cereal deter Rye,a n March and Apa to Consist a Annual Rye,a May AE SLWLED AS PART O THE CIMMACi 000015 ALL MIER AND 00 PIES 9NML HAVE A WARN O THEE AND A HALF 15 iFi .O through August to conrt Al Gomm Wet.Straw mulch a to he applied at BObe/10el. ( )fEDT O fDWT I� O_ j Alternatives pe subject to a0pravd by the Casty Baton contra inspector. d fdTRACTCR TALL COLDLY WIM ML SEN.PIMP PEOINEIENTS,F A POOL EaSTS WASHED ODtL THE TOP OF PIPE 00 l DE COMMIE O PPE MS HINGES ALL FIRE HYGRNH N� a Ifl Prmmenl nmeizatim shall be lime and Miixe,pemmmt xedng and mulch. UEC SOME LAIERNS AND MIER DIES,tic. <1 Agricultural made Inter sh l be be applied at 90he DOOen incorporated m the t 1-8 A cam.IX.ALL E E9pGN9&E Me ML RDOGml6,('NtE4 MOOSE NOIm ON RAMS)MOIOWf PT NOT LAMM D3 ML UM11E; �4i appl r tap STOW.MACE,ROMne0 0RNT1C SIGNALS A POLES ETC AS REOEEO.ML■DIRK SIWL BEM ACCORDANCE WM DIEM.AUMCMDES All WATER AIO SEER M 9n011 05 ARE TO BE LOGiE)OUTSIDE E 104141ROMEEE BITCHES. Z Q 'IL lichee of ed.Fertilise Mal be Upped at 1000b./me and coneat at a 10-20-10 nutrient IEGWNLFMTS MO PROECT SMSCRX 9COFICAONS AID 9INL E ARMORED BY SUDS NL COST 91NL M MINDED M BAK BIM �I W mix.Permanent seeding Pal/he ye oil at 18Gbs/me and consist OF 95X Kentucky 31 a VAL.EN OEM-END LN6 91.E MIMED TO PRONE(ADEQUATE.11IAMT E R DE PAM ORM A rr = TM Fr.e and CI-5X Pere mid RYryan a Kentudy BNemm Straw mulch ado be 16 CONTRACTOR SHALL Cp1.SIORYIATEF RUNOFF CUM fDISTR UCTKM 1O FRDENi ADDERS[IMPACTS lD OF SITE IRA,AND SMl E FUNK IXTEN9m1 O 1TE UNE ICY N applied at BObs/100se Alternatives are subject to approvalby the County erosion Contra RESPONSIBLE 1D EPAR E9A1M6 DAMAGES.IF Mn.AT NO COST TO OWNER 19.inspector n ninmce:All measures are to be'inspected weekly ma after each roafdl.My wastage R.MS PROECT O9NR05 YORE NM ONE ACRE OF PAM MD FAILS MTM lit MOM SlOMMI R 0000 11MT PROGRAM 061P).woo. DOM.PROJECT NO'18.0119 a dlere,ogging to eWCWrtl mesa.to is He a l.drep a MmedOliy.Set bop.cue to De dean. CO 15.91 GN PERIST(v)PROGRAM A5 Ape0ISIFED BY DE 5RWA OEPARBEN1 O COa10RVATON MO RECREATION(OCR)WIDER M Men SOX of the eel storage wlame'b Wed with seamen!.MI waded areas ore to be A PM ARE A S IaTmIER PEPA RE 0111roG1 P1.111 DE SPw START UNICE�DE MP DP0IMEC. 'Yi FIE A GOD NOTICE O MIDIS WIN DE OIX MO INDEX TITLE. reseeded Men necessary to achieve a good nand of grass SM fence and emersion d1he. MTh me collecting sediment to hall their height coal be deemed and repot. 12 CONTRACTOR PALL MRCMATE WM Nil MTV WMPMES FOR NSTILA1101 RECORDER'S MO SECICAII0a E P 2 inmedotel5 20.MI tm army eras.end sediment contra measures are to b removed Mthn 30 asp a 11 CMMACIM T.BE RETOOL/LE FOR SITE%CURVY NO Aw SAFETY CONSIRUC101 ACTIVES 9MLL BE NIAec' 044 NM OSHA End site stabilization,M re when measures me no longer Medea subject to wane by the STMOO DS ND LOCH E0IRDIDDS Canty erosion control nape-tor. 21 The skin Mal he wed if the owner does not ob.'a permit wimp 1 mar of the dote of 14.GNwACTGR SOU QSROSE(i COM.CORE N AO:O D/MC(wed/PREMISE FEDERAL STATE AND LOGI.REGULATORS, ORDINANCES MID apparel.(Water Protection Ordnance section 17-204G.) STAu16 pr 22.Pe ag mment etaun Mal n be anal.on orn All denuded se M nine(9)month.after 15 EASING u1u1ES 91A11 BETER1.100 TAMES➢1ER.SE NOTED.M COMM.!PM LOGAG STATE IM O NOMOIN U1u1Y common SHEET NO'2 OF 9 the dote the Imo astitbng aclety commences(Water Protector ddnmce section 17-2078) STANDARDS SPECFIGDM0 AND DETII1 11E CONTRACTOR MML M.P.MUTT SERNCE CO NEC15 wed 11E LIMP REPRESENT DATE Q5/09/17 2 S 8 3 R G 4 D R o F 8 & 8 4 $ 4 >S If IS 9 B I \..,„„.--\-‘" ' ,'" .- \\ (/'\\ 4 4 s v 4 9 x 4 g S 4 e \ \ \ \ /i \ pp \' \ \ •-, _,____1- . `` etiP 41fr \ \ bti 5 " 1 a ye \ ‘ 1‘, 4 I • „q., k'4"v,...,: , / l''. ,--, ..t" \ / I s \ s 4t '/ I / i yci‘ ‘• \ * 41` /A1A, / / , i3 /(.., • AIS„s, 1" ":0 / 4,. .,,,,, , \ . . \\ , ,,, , ,,, * , / , , / 1 . , . .,, , ,, i ` 1 ,4 / / r Z 0..k., per'!' \`�:a '\>/ `\ ` 6O% ()f /7 _1 1 I s AV ‘-'8,, '4 111)69\\\,,, i.., `",711' `‘ %.„1. ., -/,,,§P /2/ e `. I Jam✓ y..tS, ti�yN . / ��`"' / / ,' \\\ 1.1-•..N c', ,..,, , �J \/ - ,,\\ v.,/ to l.. - \ \t I k. , �`D v,,. \‘‘' ,, AA AA A\ V \ � v At `.A �V"vvv mod' v A vy�v�; vv, .vvv ' A enY ,is '' - - 630 x \ to g _ ll ns, 9 A\ _A_, , i,,\ \,, . ,,,::___„,, ,,,,,,,,‘ ...,„. _1. ,..., ,,.\ ,\ ,...,,,, , , t , , ----- - - ,,,----‘ , 1.5%' . / ':'''' __-- MEETING;STREET / i� -- - _g--�-----__88-'-Pttb{ic-RA --- -- IV 8 a ( I II 1 0 b C C qq �'`xs b 8 bFN P a KR''b of °> = s REVISIONS REVISIONS m A- ip VIRGINIA STORMWATER MANAGEMENT PLAN FOR A ^+ -,.I x 9 NO. D68CR�nox Haas NO. D�cl�nox DATE „',°� �_ f MOtiq, Dominion o J 7 a HOLLYMEAD TOWNCENTER BLOCK C6 ' C°"'�CONVENTS °'/"/1g <... e m f o- i` . Engineering o 9 RIO DISTRICT, ALBEMARLE COUNTY, VA = yy v 'S 0 A, - Nim-y, I]2 5outil..vamA2ops Ome ro SHEET TITLE' C �� • Chxlo43.A 97 VA 2291 EXISTING CONDITIONS FILENAME SCALE DESIGNED BY DRAWN BY CHECKED BY. ''.0? w \\"I\°b 4s'o. 43�09 M9 iD m u10.eoo..,w 1'= 30' ARC ARC 11FY + MP 32-11D2 t'� _ I x-I 6V6- 0 CD y �e £dlich Drive Really,LLC As e-- co x_.--x-�% ,a� r H.E-- -_—- -1-- •- C Zmu:LI x�,—x— / __ x�59` i ( co -5 Use: Warehouse SP „, —%— i - x"/ , C _ _x_x—x—%_x—j�x x %- .—----j+/x--- /—. xID ' I I 0 iiix— xx % % 50� 34' — SE +�San Sewer Easement % eea.OB 3265-73 %�x�x�x�x� ---r ei i */ 1I t�x x�x� DD +" r..01 epee / �� .J I I / , 'a Exl Ps ,,rtmt , - te, - +viiiiipsoollr__-x- An;-..."*".- Sf-1 10RAl1YGE AREA DIUNIRBANCE ITS OF TS v� / // //�„,„ , ,.......... . " ''i i .eC / Ii II Ii ri i to. i O4 IC , ' - V ' ' 141 .,./g. ....... , .,. . . - - 0 ...'', %�' i- \� '\ ® !�i / �i 3 �i DIP sz-41P o c • •>'' ,F r�.,,� i I ' Managed ,.,, 1 '. ,. 'SOIL 510GKRLLE '/ /, I Port one. Land Trust d "'' y /. 1 I Slopes 0 /, / Zone.PD-MC •/Ff . _ 't' 7 �. ` a / a / / / ' /Le:N°33028 \ 1 ! 1ZEA / 'i w Use:Rendenlid / �' A� t \ i ) i l l F l 1 �� , /,�i i i /��, , DC ( [, C oFrs n Nct� - ® I l ( I / i i i l/ l / O over E y - DD , i l T 1, , l I .. //// / / ; / ( ti -re / sto,, *Ill' ) -- rs ♦ 1a azia 1 / . / / / / / 1a ( /�� ,t �/ ♦ TS ," , , 1\t %////i/// / Ufa ( m /' ��r, ��� , ♦ \ LIMPS OF vtag i' ' ' -- .'/ /'/ /�� i 'i'llt- /' sii ", a<< \} ,QC DISTURBANCE as i 1a,1 , - / ,' / / / / 7,l' 1 ` I /� ly ..,, A::,,' \ .t.t\' ,', ` clack Cs / acn / o _ \ ST-I DRAINAGE AREA t`�A,A v A t o /' z c [a eon • .� 1 42 AC \\a \ TMP 32 �iL a , o car t'V A , a A a` `\V` V -"TT11IN PRDP8RT7£S,LLC - / / 1 i / / ') I , ri/ VII) a A�\'‘‘.a \a��v``v\‘‘'.,`, i ewe else Pc z11 l i // a_ it,1 ( Cf2410E I C4 ' $ � �T \ �, \ 1 ! / / a\ a 1 i 1 I 9 U3£: VAOANP / / t ` t+ ' o / , / 4\` ,\1 1 AREA 3.872 AC j / a 4s.e. s WASHOUT' �, ( l 1 A \ I iI U B0IP ` \ 'Air \ ' \ \ \\\\` / / ( Ex, O l , . ..„ ,, ,,, wny _ _„/ 102; ,., I - -1 / A ,� ,a ` v. ` ' t Al a �a i 1v i r p ,fENCEFun r I r \ _._ r I 1 ::.,,,, r o mo CONSTRUCTION SEQUENCE Laurel Park / - - ,/ �Oj,� \\ \ \\\\`\\\`\ \ \ 1 STORAGE CE %%- - --j/ cII sedi �$',+�� l f F n • 1. CONSTRUCTION ENTRANCE WILL BE INSTALLED WITH TEMPORARY CULVERT. D Zone :Ren°den /al 4iO '¢T,• N�i w \ •\ \ '\ I '' -.--_ - EVE ` i�,LPREMIX TEMP f I PROVIDE WATER SOURCE TO CLEAN CONSTRUCTION VEHICLES BEFORE ENTERING �,d ' 0 \ - ._ - /n(,osemea e•! '" / UMPSTER I rn S THE RIGHT-OF-WAY DIRECT WASH WATER TO ST-1 OR APPROVED EQUIVALENT 9P �� �9J- \\\ / m°`0 40i/ E • zo SEDIMENT TRAPPING DEVICE / sG/ l \ D� ,- s37 5 e _ cc_ 2. THE SILT FENCE AND INLET PROTECTION ON EXISTING CURB INLETS WILL BE / ��� \ \ // - /- it at' w ti / it 'fJ' < „—• a o 8 INSTALLED AS INDICATED °y �. \ /\ LAVATORY *- ,0° _ i• v �-I- \ pC r f 3 DIVERSIONS AND THE SEDIMENT TRAPS WILL BE INSTALLED AS INDICATED / / eO" G \ T, AND BEGIN REMOVAL OF STOCKPILE AND CONTINUE WITH MASS GRADING / ' a� G \ \--— ", 4 FOLLOWING COMPLETION OF MASS GRADING, SEDIMENT TRAP 1 WILL BE ,/ // �or'o .i �: i r� •� •j !1 / j a PHASED OUT ONCE STORM SEWER(2-1-EX1)COMES ONLINE. STORM SEWER YALL / •.5•/ %/ •°4 i g - LL 5 HAVE INLET PROTECTION PROVIDED AS INDICATED COORDINATE REMOVAL OF �� �. / r X v ST-1 WITH ALBEMARLE COUNTY E&S INSPECTIONS. / / •�•� ;/•" �� °�� __ CO ^ �"�r O U .'Q 5 PAD GRADING,UTILITIES AND ACCESS/PARKING AREAS WILL BE / / ,0 %�• ��// SQP� vo �I W CONSTRUCTED. \ / 2 /y,F��s ` i ®4—i -- I n x . / !v �ti /, \ �� 1\ ,9 p U a 6. DUST CONTROL MEASURES AND PERMANENT SEEDING ALONG THE GRADED �` i� `t/ �°Se O �» AREAS OF THE SITE WILL PREVENT FURTHER EROSION WHILE CONSTRUCTION IS / - t/ ` 1 F, Z TAKING PLACE. / N f%"' / t q5\ Z M / / ®� / ` 9ot4n:.ed 1,rwee�ebr = a C Q 7 SEDIMENT TRAP 2 WILL BE PHASED OUT ONCE STORM SEWER COMES ONLINE. / t; .7.//—; 0. ` °t\ tt FaZama PD-11C W w a COMPLETE PAD GRADING OF LOTS 27-31 ONCE ST-2 IS REMOVED �7{��7�✓/ . t 3 pfa C7 [� CONSTRUCTION IN THAT AREA SHALL BE COMPLETED.COORDINATE REMOVAL OF / W '%/,/ ` \ ` d ST-1 WITH ALBEMARLE COUNTY E&S INSPECTIONS. �/ /' �� / /j.' '�' �\ y°�\ `\ O 8 STABILIZE SITE AND REMOVE REMAINING E&SC MEASURES AS COORDINATED / / `.b / / I \ . MANAGED x Z e- BY ALBEMARLE COUNTY E&S INSPECTIONS. / // / `I / \` ` \ t SLOPES - H O Z A EROSION AND SEDIMENT %/,'// �\ `°e�`� \ = A a - CONTROL LEGEND � �� . � �/ ! .:,���. A ��_�` Fa a o 13.021CONSTRucnaN \1 �ie..„, ; o W ENTRANCE ® " I r z a 3 05 SILT FENCE SF wrx-x- hx�XI . \���'\�,� /- tie / ' w as �W STORM DRAIN O f�.'' • / / DOM PROJECT NO16.0119 307 iNLEr RRon cnoN IP % + � TEMPORARY ® \'\ ♦ \ 309 DIVFRSION DIKE DD '�� AV-, ' 4`� • ` INDEX TITLE' ® SEDIMENT TRAP ST I I �l�• 'N�' \*)$c` EP4 ® TEMPORARY O —0-- \ . SEEDING \ SHEET NO:4 OF 9 3 39 DUST CONTROL —0 .'i 0 30 60 90 : :• DC — SCALE. I' = 30' DATE: 05/08/17 Y_Ice i�I24fcs Stanley Martin SFA Erosion and Sediment Control Plan I ; _ ` _ mm Legend 5=,� DITCH 1 I 1I r' 1I - •Silt Fence I - o_ m '`t 1.0' EC-2 Lining - ; xL x� I I .T6-- _ \-/- E ARK-- cf� x—x—x 31 _- _ = x_�fC—x— / _ 5T i \ W SOIL STOCKPILE x�x—%—x , � AREA 1%--x— i Y.� - \eCJ71 I ! O lik DITCH 1 ' A x—%—%—x %—%—x 15i *1 1 I ep, ' I x—x—% x % x x % x ems% �� Y 1�t __'' 71� \ , . • .rs� .CI 2.9 li--.:fi I. :• I PS - 1 I ••v �. _ - �� �1r OSpdca C /��'id �upt IS 12�a' 'I 1 •1 '2-Cor riot 11 I 1 1III ��44ii�� .e \ • • S�7► q I 32, 2 A - 716 CP T 9s _ 9 �Gtta9c rr=6140 1 ',;..... _......__......._......../.__,,,.... .5_x+' �'•.L: 15 rnlJ �7�` ./ ;•k ;!A 4 s yerig 2.7 9P.) _ '.P,Et -157 (Tlp.) CF-613.3 his• I •_ �� �_ �s 'Di :9 " �4 00` .',4,'0 W�41 It),s '�, JA,(dl I foe t�,-� `'`''i� r fI is � 1 Tx o �' � \�vPabt�`" /440p.. -y�t' Ytf0b .' 7� ` a;W eft.$- l �.o, Y. �. �P-=6/s.s �y,E'T" '_t''•P ��� 1t. "y y P�� �0`'�s ��1 01r Loii5' roar I I/, /, s �`f I 1 -g / sj.-• `I ` ' "� , di• •,v- b ► �.�, ` rP-6116 T '3 1 ,/ 41" r ( Construction F s V `i . 92D�/s• •.T.5� .2. -�.7 1,`4�' •! �' '®:�i1.Cr•=610:7 _I�• ', K, ral5 Entrance We ` ./ �\ �� 'D \1 `4 11 �; A `' �� x�ai�oi let 16 2-Ga" i ' w 'p O7 17 17 -"' CONSTRUCT PADS FOR LOTS Leo /a. \19 3*h° • F4 tiff f PP s1o'pca a�e I P W�6 .�: o� / / �. .� t� G �`4 5° cr�egg.p(rod �� a fr ens C C s o •, , •f' ~V' •K•R 4.f.9 r �i ; 9 6r�10.5 10NAL F' 27-31 ONLY AFTER REMOVAL �- _ +rF�,� 9 c�' ` ` ,� ' E �o66�G �w .�, 1OF ST-2. SEE CONSTRUCTION / y' w -�.p , ltt.t ', , f,,,, ......... y /'' a , \ N-v .^ -7t . 93.** ' :4.17 3,` �f�lo �e'ry '/h.' y (Lot 7 'I 1._ / i s SEQUENCE EP-4 , zs �' "��99�ticR �+ '�7 tP doYb/ k 11,6ro3 m y, �$ii6'y9 \ N I •:as`�.OP-§E8 i 1 ,' s, GPF609I•` w- ! m 4 `� 'rim 4E 0 945�j 56 .,�' , I1OG' O [y �+ �' a -,"/ i/ ,/ �o� �, \ i �•4l� aid 9i�• / .3 Vt I‘' Lot f63 G,,I�' 01 —IF2�__ of 8 � :TO SWM ,/ e \ ` � fa ` \9 ' ,�� i 1 ,I 'Lill PP=60&.p 9s I �• � s« P-sOs 7 I : .> t w FACILITY 2 / / eaT 'r \ �"'\ ~fir `t, 4 ,` - "� \�� >, �.cf�oz7(T�.) a e7c �' �) r oe.7 ' t {T3p, / Loi re yeas •�• I z / / s \ �fyey�. �� • / 95�j✓ A.zN.\ \` RPBo70 yet eos0 • N /// , �� ��, .cP�sos,7 o I y pp-so6.o I , / ,P, V�, d' `tte • 4i, 95.3% 4-5` � �.Latm —fir — tat ■��=' .i a f� .' °,�96,y ./ /�i �,` `'• H-6o6)0 it ° 5' Pr-6oa s f • b�qb` !/` .c��A 'CI, 03.V,' Cr 607.3 pr .. iri- WIRE SCREEN CONCRETE BLOCK // ��u' \ \• �� 9y5��yQ FQI / i I ` �7' '� 33p7.W,s-• A+: lte>auev , ' �� \s.7Cef ` `Q, aO Yon,..d �_ $ o y.4111111111'IN,olfo��@@gg: / �T . 4 .,/rig 96ii� ors is _ 1 z .,. 'JE11LP✓Qliggill1. - /' Y, A, f�� 4G(� 1 �l; ..5 ' ' 6 � Z '� I111 `, 9Q'�, • \ -i �� 1 Iii CONCE' -Cp:-6060 /�t■� Z. m if / �oa \ End ••. 97���/ „�! �77',":;:.'it s� �` x� -_... n Aiiiilegiiii::? � yt.RW�?}': / ,,, a G� p A i.t m e��:-6 STORAGE • El s .GRAVEL FILTER 9��f' ea".„ �'9y1.\ \ ,, vtEfhb `•�W �I r e'a.• ... 066 Sr ■,ltt�®��,\�• CC-,2 I .�---_.__-._ WIRE SCREEN O� "jG ,LS �GQ 2. _„1J`1 •�I-a I -_ - RUNOFF WATER FILTERED WATER / , Epp i � _ `_. i- ',\�j���" I WYP'TER --- _ 1 WITH SEDIMENT OVERFLOW"'• , / '�y G9 ` 4'� i/ // �oy,� �� VA70RY \. I 'W=0=11=LP�L�-.�1- / 1=IIb 11IL�_DI�F� ' N DROP INLET \- illit:/.."....- ..--i/1,-!-:,,,,.-- .. \OS9 I �c SEDIMENT WTN GRATE / / 1p SPECIFIC APPLICATION / / •\ ( f 1* 'S Pa Q_ -- t0 I I �" d w THIS METHOD OF INLET PROTECTION IS APPLICABLE / / • 'P, /� K I , I I f�Ci ((//]] WHERE HEAVY FLOWS ARE EXPECTED,AND WHERE \ ' / �' / / i I -_ * 1 AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT Y / / \�•-��'� \ ®. __ 111 p EXCESSIVE PENDING AROUND THE STRUCTURE. \N / / /� '/\ / KK/ O 6 .t9 p" a f3. •GRAVEL SHALL BE VDOT 13,1357,OR 15 COARSE AGGREGATE ' 1", /_- \ t E� Z �/ �i___ •.I • �� RELOCATE CONSTRUCTION x v °- BLOCK AND GRAVEL DROP INLET PROTECTION (DIP) r� �' �• R\ ENTRANCE TO LAUREL PARK H N o NDT>n3 ,'% LANE DURING PHASE II w ,, MANAGED . /, • \ w O / ip/j R� SLOPES Fpd w T \P d ca EROSION AND SEDIMENT "� ,' ��, ;� , GC:,3 • o Ca CONTROL LEGEND �` e E d coNSTHucT1aN 4 /e' ' , `� \ O 13.021 ENTRANCE ® TO SWM i/ ` '' �r . �' a x �a I3.o51 ;;: OFACILITY 2 •Tam- .� f • ,, SQ°3.071 INLET IP �� ��'v� 4 �, / � ` / DOM.PROJECT NO:18.0119 TEMPORARY C i 3 DIVERSION DIKE DDT , �`�\ \ $c INDEX TITLE 313 SEDIMENT TRAP ST 13311 $EMGY O $ X . \ \ �\ 30 0 30 00 90 SHEET NO'5 OF 9 339 DUST CONTROL 0SCALE: 1• = 90' DATE 05/08/17 J U m U b O m m N �D O N O (JN O a O U O ®© O U m U O U O U U I 113fEC U ,. C.F) U O O O O •er_TII,}o• � �=� ■■■■ a CIO }: n 0 s n _� (FROL12). ' O II'7... i; ) 'o m 11 I 1 � 1 o III. � � I 1 o r l. I aTfx J/)\aw.�BL oaN 1 1 1111111111/11 © A I1+I917 LOTS a!41 3/•DOY/1TNL N.CO DI-'' ONi U' U E m N b O g, I N O N O U O N O N / L015 as /39 34.00r VTR.CNN N N � / - O N O N NO E E U E °. C. / �D ®! ■■■■■ �. x'V] o , L . ® •.12 .N 4/ LOTS 39 ,•DX 1TX COIN No 12+,b1 ii±1uL �9rsxk_xi3Lms>zku3_111 59120 O Lars 3x r 73 3— • P�! - LOTS 24 k 253,•OM V0.CON g oi.I_1 1 LO1530k313/r OM OR.COW 13rM 1 - IO J O[Y.VTR.CON mII TOP=592.27© - 1 -�T�_ - 1 1 Lars T a,n•mr�ne COOTJ N N N V'N O N O N O N O g. O .,.yy I L 3T 27 7/1'MM.Mt CON, :iIAM•Tl''f ITS nom +UU U N N o N c00n E uiOi o N A1N OV�94 � I o N o m o ®© +STAINV N 0394.00 TOP=601.1 g In N m N e 0 m m NV N.594.40(FROM 3) LONER TOP 10 fiMA .�Gf N O N O N O N O N O {P o INV N.594A0(FROM 4)0. 1 EX MIL-1 <S ti +E n E U o N o U o U o ,..� d op +t1 '9"TOW `h � t IImNrn ',p _ \ K-'f m $Gt0+S09 met IIO• a,y - I 1 �a i 1 1 •..E n As l o E+Z c;m to STA.11+1z$..7• • �_ j l' TOP=604.40 Z \ B 11 INv aui-'399 TI p1-3*LAD ' INV N.599.23(FROM EY3) p o Z STA tOM.A \\\ r CIF'1FE N m UJ BU N I ,ro 1 7 n V ISTA 10+76.713 1 Lars 1 k 2 3/ OOr N'R.CON STA.�1+57.69 II TOP=006.70 " \\ NV Ol .399 74 EX 01-3t 1.•13' + I $TA 11+1 MU \ J LOTS.A 4 3/'OOA - COIL N U O !r O `'Ai, O U O N O / \ I FTA 11♦�.II \ \ LOTS 19 k 20 3/'a1N. - CON, I / DTA 11+3i•10 _ � LOTS•,k 9 3/ 001E CON. FTA 11+14.40 ‘, LOTS V k 15 3/ DX CON • s \ N m U m m m m Of } PQT \\ i°' E E N o g, o in o N o ETA 1�,11_, !/I _ 101k•k 5 3/•NY ONO. ®D +® ■�■■■ll FT AN \\ o INV N 5'�: LA"M' ,1 © 1N t�II L.OS O k 4,3( OM CON; x Cn o INV N A a W-1 �iaF l • ?N-o < •15 • h II I� II F STA 12+47.43 LOTS 9 1 10 3/4 DOE\ 0dN V] AT' 'NA - m � w C*'-J m m A IT I - STA 1Y4�,11 LOTS 13 k 14 3/ 00M. lO1G Oo Z J 74 I O I 1/ FTA 1x+1b09 I LIT 11 3/ ONI.J CORE iiiiniii sTA. D+T.6 ' TOP.801.15 w /I o Ff.134 ui ix 3/'OIL COIM. moo O■■■■■■■■■■ 134X //'/ hit U U ON E, O N o (A O U NO g + U lA O N O� O E N O g O g O '71 O m m R VIRGINIA STORMWATER MANAGEMENT PLAN FOR N0. REVISIONS DATE NO. REVISIDESCRIPTIOONS DATE i' �`�"'O L� Dominion CTrIl HOLLYMEAD TOWNCENTE,R BLOCK C6 �°"�D°'°®"s °'/14/17 o /�� m RIO DISTRICT, ALBEMARLE COUNTY, VA - $ .• \ Engineering v 'tl `./.I O z 0 3 �\ 172 xutn Y,nmq o9% SHEET TITLE: '/• b'1-1.,v ' e=y Ch„wtt ,9e,VA 2291 I O, A "� 7 434 979.15121 09 UTILITY PROFILES FILE NAME SCALE DESIGNED BY DRAWN BY CHECKED BY /4FER k\°a c pie', 39'979 `O1 '0 m uao-elCsfrr.wi 1" = 30' ARC ARC MOM a 5 /' Ol ,,,, - 1;!Itil / I *4.14,) 40 ; l ti - w o.-mll '� i 9 ° o �0-x 0 �✓ , mile eN0 � Si64, `" a -- I a !ii1 > ti o N SC n N o 0 EE' KN / .a\\ 2� x10 1 ; xi ,cn o 0 nS N I I I � ,r �� w �e0: yam_ S:� , \:"\' K pl y N ik(iii/. '�/ \\D��'oTAP /° \ d `v' `�' 1 14 I ��ql 8 8 8 8 8 °j. sue? , �`4',.�j�, /�� Z6 i© ----I - 8 8 V V.V. 8 - ea rn �+,c�4 s�s�Cp•C'o^ b'I-' •�'I -4 1I j I I ! ! 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Q MO e ,,7 ,, , ,, i ,aimmilmatritti its \`' °�/_,,, '. �o`� °\_. A..' � N y x o 0 0 o e I 0 a /��i�oi_ • =' H7bM • t N �/ �R `.:\ � \ N N S R �0.... x N . NJ 0 an 1,./ , 7.; ;-...?0 0 0 0 i •, \ ti.'L Li3 Oc' y� K /g. * \ k _-..icliii. ir ‘ zeal :_, e. ..,,, i, 1,vii N lli x- ��o 110 ? u, a o I "` �• 1j 1j q 11 WI il lit V o� N g .;,1 1, \V '..., \, ve, v -- �v 70, �.c�P�I 6, I,� Ij'-j,S I. N '' x ,i N 8 8 v 8 '—�' a° 1.'I I ,�"�- 10 V�" .,lJ'": • De k\ - \`- o o°"' ay A- ,' I'� . �' •`I z ��r F ciN v' I -v0 g9,ti. 0 'dj4 1 �' '25a. * `\ `JYP� -E 'r y � -vK--- ^°i\,'"' r'';4i 2. ,Ir \ -3 a 8 S n d 8 is t' Gil Zs ®•e � - -Is1i vT" 0• )1 - ,_Fst° F o ylDe'1 -t o -a - ��v o 0 8 S o = a ' ili1 0 17 ��'/• �� � q if ?� 1 y O �. 1 Q. x o 0 0 0 "e` , :f;�� (TP ��• �J �� �aT � to " w ''- ( �� I�� o\ I a s a a a a �2 ' .Ip . /t; '/ n a v r'; eJO —ft �� • ii ii I---A II 2\I r� . o F, o 1 A% jx °j ` "' A ,_ ,/ At fi�►,"'n ii , W- / \ '>JY'• -♦ "l�r 7Ty��r I y \\ A n 0 I I _ ,�, „'1 �s ite "r o� ��� �a �•/ %j' ,�! -t '3��cvr � II I° 88888a - s i'1- , ;{ice o _ '' 1 �! �X�J/ ; Q7 x o _ H �l 11 /r ' 4 -i 1111 - ' .- --_- �'---.5- . - ' d ' ' �� ® •'��)1 11,E 2. _ `. �, .�25 rs " wx.._ I:, 11 t I'1 Peck ,s -' l' Ao 1l "IL x1cr41 -qy-5 �::9,, Dk �w s�� � m _ ■ , ao'. _ Dow ' I- I?, CS (Typ) \ n, w N N "� a�`��. 1 ■ v v roa v p o O o m c!t n+�; o c> a 1; i a sr- ,-Nt �iJ co •-oo `ii. .o g-0,,v 1ai: ,, Ij as _ _ ite 14 r r -crIti4 at ._ coo a • � • II II I � � pis : ' ,r FinTi41 Ar LET D o O w )11bM301S 'ON00'.0 'd0 zT""�ti �p_ _ ���.f�� I�', a Nip 0 I e--s. - MEETING, , - -•- . _ .. ?'REET ! _ R I )1(1' I % I , ‘,, ,/\ \;____ ____ ____ ___ __ ) REVISIONS REVISIONS m m VIRGINIA STORMWATER MANAGEMENT PLAN FOR >,a DESCRIPTION DATE No. D89CRIPf10N DATE �Auya ,MpN 8 o 2 HOLLYMEAD TOWNCENTER BLOCK C6 I DDT 07/14/I1 W�` " di Dominion , o ?�I o . Engineering Z RIO DISTRICT, ALBEMARLE COUNTY, VA y ,\�`\ a 72 Sou p.�paY ro O SHEET TITLE: m2° "m r`\ �, �` c,nar3..,:e.VA 2291 1 �p� DRAINAGE p , \ • /� 434 979 E 121(p) Q STORM SEWER DRAINAGE AREAS 'r IL NAME SCALE DESIGNED BY. DRAWN BY. CHECKED BY: ~F4 `. �� O•'•• 43 9 GCI . m r..,r.�-,.-...� 1' = 30' ARC ARC Iffy \ °•'a V„-e6 NOTES )me CO.) .9 m I.Ili rtI91 kW SS PRIGST 011 UST 1.NM =11'ea . �rtm. ��. a E c IlkFACE OF CURB 1*661 uc ROgS: r• a,�wo,nv mi riw. " r'1 •• •'�°''°�.•"`mn m•,oie""a4i p 1�1',2 MU'rieljtrani oxte- 1 R. Z� la' 1 CONCRETE TO BE BC CRT N%CLASS n 3500 4 44 i \r I z WHEN,M WON STABILIZED.NE CPENLURE1 010 Gu MANAGE •C qC / t•t' ; LAYERS,THE BOTTOM OF THE CURR APO CURER SMALL ?i . p.11' v• e BE WNS'RUCTEU PARALLEL TO ME SLOPE OF THEIST R 3LE-BASE COURSES EANOSS i0 THE CEP1H OF T[ r ' * A. kail:... •1 • •�2, PAVEMENT EILT NOT LESS THAN THE THICKNESS SWAN. 'a' • • .A' . _' • 3 mA . ROLL-TLIP CURB&GUTTER MAY 3E JSEO AEC. ••a.e BTALDERS OPTION.AREA WY BE 7 SUBgYSION STREETS FLAYING A USW SETEO NOT \CONCRETE BOTTOM 6 CURB MAY GREATER THIN 30 Wm \,CONCRETE E B OE SUB-CASE � • q,TH Op FROM AS MINMTM DEPTH OF 7 " �• d�N Li ,.;.. r M5 MAINTAINED a NAnwm. r -t. O� / RC �17' _i 2'-a'— Ai"T arts•rc�i"x mx�vc,an i , d ,Lac No 33028 ROLL TOP CURB dt GUTTER ��� , 07/17/17 4: NOT TO SCALE 'Pali.Mar 2 •al T.GRTa ��SYOA'4L F.�G\ =. STANDARD S"CURB RCSICMCIN COMBINATION 6"CURB & GUTTER Elm.�a�� o(" MY OM. MUM 01".1e41.CS,..."RTAT•R .. ®ROLL TOP CURB CG-6 DETAIL CG 2 DETAIL U_ NOT TO SCALE NOT TO SCALE w el le TO SCALE 00 z O • s a.,. R u I - - . r It; TEMPORARY SEDIMENT TRAP CALCULATIONS ly--r RI 1 I � IegA<a MET WET DRY DRY '�� . If am' N� " H Z WEIR DRAINAGE VOL 01 VOL. VOL D2 VOL L. gg ccc_cc_ 'f No A B C (ft) etL) LENGTH AREA (REO) (tt) (PROV) (REO) (ft.)(PROV) ` �I �" m -_ __ �. _ .. aaa� cGh (co cGh cG� P. • L fir`+..,�W V4!_,"M.} � '�t`.� SONIC 70'M, 1 564 568 590 10 2.0 7.0 104 697 4.0 75.5 69.7 20 lOB A CD i Tv a? •v,.. e=-^ ^•�•+ r- CONSTRUCTION tiut aE<M,♦-A ACCESS S•SM-2A AS?MALT TOE 2 584 Safi 590 10 2.0 9.0 1.42 95.2 4.0 1001 9S2 20 95.7 "'L tn._N R^ s ' 7 2% 15 1,. ra 6 n ter.-ea r• •= II /I. I p t '. ' . .- _ 1 vAVEUFGt4- I r.I Z q0 .; v L.L BSI .� , -M F - "---" ORIGINAL II L':V .. i e Yh .•: a r�!' �la`yr"►.a!i l^'ia lfRr��ijF N-G. n.s I_MErI n u u,,��a �rry � -..�,� � — — 1 �'- �— GROUND � " Tom-..,R Le �T order'wo 6 MN 2'A AGGREGAT_BASE EL=C .(.�..4•L 10. ELEVATION ""FRONT ELCVAnoN IR-n.U.An• ,,:,�.�.�.�.�. H so a., PROFILE :....••. _ y# _-` is R.e'e DRY VOLUME D2 ® vi .a..ec en.v.,a w ''' ., }E '..v \ NALEL=B :.9•••••�•4 ()CURB IN_-.- -. ._-_.._(.. 1 s LET PROTECTION IP `;b;,�•,^'v,°;rREO"` 70 U.N. GROUND NOT TO SCALE 5 N. aiIi7•V...."#.4.�"'...w,.,•414 POSE OETALs ` "••••"o T7'vE -- ELEVATION W o fit - Cl NDI IJCTIOI O ASPHALT PAVED I Di FILTER CLOTH a dCCF C f"—A .VASH7ACK 8 I ••COARSE CLASS I • " >: - H OD � yT�j EL=A AGGREGATE PoPRAP CONSTRUCTION OF A SLIT FFNCF 1 n Itri - a� -E%1STNC (WITHOUT WIRE SUPPORT) 2 EXCAVATE A 4'a 4'TRENCH ul ' �1 arAA•NEN lrseo �4} 2� I �7R PAVENEM� UPSLOPE ALONG THE UNE OF 000T ro oAT® 1 SET THE STAKES ( n "'m"^` .•.M.T.•_ RR,auT p1rTER t2tE t2 M'N' CROSS SECTION OF OUTLET STAKES. „„„„,„„„ STANDARD CURB DROP INLET T _—^� `II _-I I ',NOTE SEDIMENT TRAP SHALL l _ R- ]0"POPE- AaYY DEPTH, .8' -- _-. _-- 1 .- ^ mm { w�I :. ! NOT BE REMOVED BEFORE COUNTY �1 -�— �_� 'MUST LOELTIk7 ELL_ Nli'1+ q POSirNE DRAINAGE INSPECTOR HAS DEEMED - ry� ---- OF INGRESS AND EGRESS I TO�DIMENE STABILIZED �- . .. i\ (Z4 CO OPF NATNN 1 TRAPLLING IS NH - �\/ O e DI 3 DETAIL CLASS RIPRAP ,.\\; I ` �. NOT TO SCALE �� y • PLAN / �- �0\:3 1 .:\\� r72 � WEIR LENGTH DIVERSION y' �� \il �i VA;�A n •• DIKE .1, ii11 vti.,. ii'-- - I^.' Aas -TCSTwE ORANTwGE '•. / •�•�%����%%%i••�ry i\i\\i\��\�'/ i`�\\`-' Z 2a *¢APSryEDIMEDEYACE A 1A�/•u�••~i i�•• i ••i i•:� / / \ � ���\ z 0 a Allli ••• ••• • W O 1 a utf L 1lu,All ••�•�•�•••,' 3.STAPLE FILTER MATERIAL 4.BACKFlLL AND COtIPACT Q-.' U !/�,,••K•n.y+ +••a�+.'.•c / / 7HE EXCAVATED SOIL W W F, 17 ^:; 1-' •E�?I TO STAKES AND EXTEND SECTION A-A '. T IT INTO THE TRENCH._ E-1\ a,. Z aAutitrnnmt water fap of f mch n11aa he Nzstallyd WT111 a nmm�uu 1 mdX ba@cocAbZe /4 I�' Ta mW f-•ehlluff\alive.tgaphwe;a waell hove mIll a(Maele]ofl'I avian.1u1 adeLWa ••COARSE ��` / , "RA W 0 R-aWn- con,taut pICSAILe \yeah watt,Lnu.tfie coined meat'kotu the eut,ouce to ou AGGREGATE -= `• E-+ Q'appto0•eA',ertlm2 area IO aauose;4evuunit AB.4e:Imlelt al'11B tielxeoe1ltecl hoarminoLw:4LNu10bof LMlLARv ER Watg1VW.C• FILTER CLOTH '�\\� ...\,,,`���\�\\ O E' \ EXCAVATED / - \\���' p'A - �> \\�\, f� R--T ... . 't PAVED WASH RACK AREA \�\�?��" �:11'' o d OUTLET(PERSPECTIVE VIEW) \'`U'T. \�\/`\�\\- Q **COARSE AGGREGATE SHALL BE ���• G\\ .....:: .,,,..:' .......S _..,. ., 1 SOOT 13,6357.OR/5 L..- ›.-I O •cONSTRU.CTION ENTRANCEDETALI, CE SHEET FLOW INSTAATION aF (CE) eSEDIMENT TRAP (STD x w q \. M H •BOTTOTEMPORARY DIVERSION DIKE L D) ii ; ..iDy ►� DOM.PRWecT No.18.0119 ; ..*b3s % .�yF ..4 P INDEX TITLE: �. . r2............I.... EP8POINT A SHOULD BE HIGHER THAN POINT B DRNNAGEWAY INSTALLATION (FRONT ELEVATION) SHEET NO:6 OF 9 • SILT FENCE DETAIL (SF) Not To Stale DATE. 05/08/17 STORM WATER MANAGEMENT NOTEess THE PREVIOUSLY APPROVED HOLLYMEAD TOWNCENTER REGIONAL POND"SW1.4/2"HAS Storm Water Management Facility 2 Stortn Water Management Pacillty 2 '[ < BEEN DESIGNED TO PROVIDE DETENTION AND STORMWATER QUALITY TREATMENT FOR THIS Summary Post-Development Peak Flow Flood Hydrograph Report C a) ] 0 0 SITE THIS SITE IS REFERED TO IN THE HYDROLOGIC/HYDRAULIC CALCULATIONS AS --- - - "RTC-HURT FUTURE 2"AND USES A DESIGN GROUND COVER COEFICEINT(c)OF 085 HYDROLOGIC HYDRAULIC CALCULATIONS al-a Rational, 0 _ Storm water management facility 2 coil serve as a regional detention facility for ponces of HONymead Nees ,lryr C REFER TO SHEETS FROM THE APPROVED SWM#2 AND DRAINAGE AREA MAPS ON THIS Town center and the VDOT improvements m Airport Road.m addition the pored coil provde water YYPe. Mdifiedlanneal C SHEET THE OUTFALL PIPES HAVE BEEN SHOWN TO BE ADEQUATE REFER TO THE FOR quality for the rear fwrtiond He4pneae rows cedes,Regional Service Area C. (NTORaRAPN INFORM/l.] C c LD-209 WORKSHEET ON THIS SHEET Art rev tm1 a4s a2!,r.l C HOLLYMEAD TOWNCENTER Drainage area A isthe pe mvodptred the area for the pant of analyst aria has a to area of Art Peet IOcr 15 Da mine Ll.1 STORM WATER MANAGEMENT FACILITY 2 73o acres Drainage area'U's the post-development sores a area mat will be routed through storm vme of ease(Or 50 ter management facility 2 and has a tow area a164 acres.Drainage area'V'is the posh Volume 53389911art ttl Q development u1cmle'med drainage from future developed areas that will not be routed through the Tse step a as Mier August 29,2003 pond and mnsb'ts or 16.6 acres. r.av Multiplier 100 /j Rev:December 11.2003 (.310 pa RTORUGR.ARS IrreM.Anor9! Rev'May 13,2004 The pond will have two separate cutlet structures The primary structure adesigned to pass a majonry e.o.Multiplier 1 00 of the flaw and the secondary structure we serve as an emergencyllwa for the tooend.The r Rev June 4.2004 slz y yr event. wc.atrw LLra Fao.ar i so '" a Rev September 2,2004 primary structure coil consist of 6'demote'concrete standpipe oath a crest elevation Of 559.00.The roman structure veil be equipped with two orifices.!loth orifices will have a,iameter of a'and an Rev'September 22.2006 overt elevation of 556.00.The culvert for the primary oaten structure will consist of a 48'concrete PDe I pMaxim=Outflow • 0 00 loser sae OC LOCATION: that will be outfitted with a concrete cradle tore entre length. wain.Storage - 5.3099 Ica fer •r P es Tax Map 36 Parcels 46 Albemarle County.Virginia The secondary emergency spillway structure will be a standard 4-manhole with a 01-3C tap.The crest IeAsEe IDTDRwr3ox: of the apedmg for t!a inlet ail have an elevation of 559.25 resumng in a top elevation of 560.25.The eeesI PREPARED BY: culvert for me emergency spillway well consist of a 24-cox..pure that we tie into the stem sewer .e:6Rrzo wtlRs:aO ____- system for the future extension of Deelwo°d Silage Drive Dominion Development Resources,LLC en Area men Oaf LTII Op 172 S.Pantops Drive -_- _ 1 --- ----___ ,N y The storm water facility will have a permanent pool water surface elevation of a an er.During Ore 2yr -Run- _ 5000 .es Al I Charlottesville,VA 22911 storm event the pond will achieve a water surface elevation of 558.09 and have an outllow of 4.45ds. -Runt Pours 2 1 8000 es p'� - 'pc. P-434 979.8121 oaring the 10yr storm event me pone coil achieve a water surface elevation of 558.81 and have an church a 3000 60 ?, -/.- F 434.979.1681 outflow of 5 29e(s.Durng me 100yr storm event the pond will achieve a aster surface elevation d owe Office 1 0000 TC u '/�� 90 559.64 end have an outflow of 50.89ch. nature Airport w.touaa an.. neeo •so /T' F tea•S The combined tows for 0A-V end DA-U Routed are 36.29ds for the 2yr event and 51.11ds lathe tier a ae 5200 .35 /Lit No 33028 Pond Area Residential a Undeveloped 1 4800 35 y INDEX IOyr event. Neu Church 4ee0 69 AO �. Sumrary' --- 2 Overall Appreeraacion 6 0000 cc 0 69 ,,,,,, AL t'~`\ Pre-oevelopeent. fIIst Coe cE1R er esreve--Us Defined( Flood Hydrographs. 3-8 Tat of Ooncentrecan ITOI a 15 00(min( 01111 Flood 01..laMydro raPha. 9-le 1NA2Nyeie 015nuae_ ML-Develq�nt aad.esanclre Type ByotMtle p`• Total Precipitation 1 le Our E Routed Nydrographs• 19-29 Return Period User 0efiretl lyre Combined e000egoephe 25-28 Store eruation . 0 25 Ihrl m ca outlet Structures. 29-33 g Reservoir 34 X Nole•DA Maps a Land Use Maps are at the end of this report CID el POND 2 DESIGN INFORMATION AND STORM SEWER COMPUTATIONS Run-off Suanesy TAKEN FROM APPROVED PLAN #2301-HTC AREA C GRADING Point of Pre-Dew Pre-Dew Pre-sew Poet- Post-Dew Poet-Dew PLAN BASINS 1 & 2. li sealyale 0A 2-Year 10-Year rem 2-Year le-Year a O APPROVED HYDROLOGIC/HYDRAULIC CALCULATIONS 1 A 59 25 66 21 - U a V - 36 29 51 11 0 FOR STORM WATER MANAGEMENT FACILITY 1/2 Rivanna Engineering OSurveN Surveying. Pepe Rivanna Engineering a Surveying,PLC P•9•11 0 NOT TO SCAlE 1434)984-t599 (434)984-1599 to- 5 _ q LD-229 Storm Drain Design Computations - o S Route:Laurel Park Le./Timbenveed Proi.Hdtyeeead Towncenter Block G4 03 County Albemarle DiEtect. ZS Descripom.Pipe Calculations From To Pont Catch Runoff Inc Accum Tot Tot Totill Up Dn Pipe Ira Pipe Pipe Velocity w lime Flo Pdd A CDst AC AC Te Ira Flow Ira Inv Len S Dim Cap Inc ` SWM FA_CITLY #2 LAND USE MAP (ac) (con) ONhr) (cfs) El El (A) (56) On) (eh) (Ns) (mat) . e �� z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 . r;., 0 NOT TO SCALE- --... ,... \\\ .... Ole i -Existing structures from Approved Timbetwoed Drive Road Plans 8 updated using nhxmation from appra eel as-butt plan. ,'. r' �// ��\\\\�\ --Flow of 12 17 cfs was added to EX-61 total flow hcm EX D8 Flow of 6 54 cfs was added to Exist EX62 horn ST-1. 1 1`Ih t �\ \" �j/�\\\����\\ W% i "•EXuciures in add font denotes proposed Eructures All other Eructures are existing ��`:I 111 \\ �1g11 py-^§h j a. • 11 , = S EX65 EX-64 0 32 0 85 0.27 0.99 6 0 6 54 6.51 590 68 586 92 177 86 2.1 15 9.4 8 3 0 41 �� ',v,,/,/ I t \b. ` % . ca E5-64 EX63 013 090 012 111 6.4 6.44 713 584.21 58172 78.40 3.2 15 116 101 01i j J //If �C EX63 EX62 0.35 0 80 0.28 1 39 6.5 6 41 8.89 580 35 579.73 43.19 1 4 18 12.4 7 7 0 11 // _ /r // u i / \\ `�` i5 _� EX432 EX61 0 02 0.85 0.01 1 40 6.6 8.38 15.47 578.83 578.11 25.15, 2.1 24 32.8 10 3 0 01 J Jr N.--17: - l I1/��%/ / \\ _ DA-U cd EX-61 EX60 0 04 0 90 0.04 1 44 6.6 6 38 27 89 575.49 573 59 85.99 2.2 24 33.6 11 5 0 1 r - i r, �````• x` 1. 64 0 ACRES EX-60 'Outfall 0 11 0 90 0.10 1 54 6.7 6.35 28.49 572.92 563.06 85.35 11 6 24 77 1 21 5 0 1' / ��\ ,„\., �\ ♦J`````p newt F al ST3 ST-2 0 40 0 80 0.32 0 32 5 6 81 2 18 589 98 585.19 34 39 13.9 15 24 1 6.4 0 1 ---,ANALYSIS F0 ,` Iy�����\\\� cs r Ana �� ^ 5T.2 ST-IA 048 077 0.38 070 51 678 475 58499 583.56 88.79 2.1 15 9.4 77 0.6 --� \\\\\\\\\�������iiiiiiiiiiiiiiin` al=4 The --- �4 5T-1A ST-1 0.17 0 89 0.15 0 85 5.7 e.81 5 82 583.36 581 51 28 13 7 i 15 17 2 12.5 _ CSD 1. ST 1 EX62 0.20 0 73 0.15 0.99 5.7 6 61 6 54 581 31 579.03 24.33 9 4 15 19.8 14 a 0 1 - �/ t 7 • J U !1 U�1\�1�U�U��U�1�U��N1 f� c X 71 EX 70 0 25 0 90 0.23 023 5 6 81 1 57 600 30 599 72 57 10 1.0 15 6 5 4 3 0 3 .� �., ��� ` ♦ �191111111Ut1llllllllllllllll� _ Q EX70 EX MH 0.43 0 90 0.39 0.62 5.3 6 72 4 77 599 74 594 50 142.14 3.7 15 12.4 9 1 0 2 e (� (, _ �� v 1111111111!11111111k .� EX MH 8T4 0 92 0 80 0.74 1 38 5.5 6 87 9.04 594 30 588.43. 81 13 7 2 15 17 3 10 2 0 2 •` G o �\ nnm nlWmluallll le ST-5 8T4 0 37 0 82 0.30 1 88 5.7 8 61 10.98 588.23 535 19 57 74 5.3 15 1/8 13.3 0 2 C' (j 7 -�. fr t ';fj= _♦\ - - / � -,g.ja' `- n��- \ l IIIIIIt11111NM11fN11Y11/1/111111111NBYl!IIIIViIIIIIIIIIIIiIIk N10O11111UN plllllltl _ 11119111NM j 1 STJ EX CO 0.06 0 71 QOS 1 70 5.9 8 58 71 19 584.99 583.57 45.38 3.1 15 11 4 10.8 0.2 A ;, {,L,F :,3, \ I l `\NV `y It11110 R-n E-I EX DS EXei 0 19 0.85 0.18 1 87 81 8 51 12 17 583.57 578 07 110.88 5.0 15 74 5 13.2 0 2 '�., � -per '( ��/�-`\ 3 ' cAu,rA s F' m .'__- r= ,,�+,a•!y k+1 O O o I Gnvi 1 _./ pA-4 aa. 0 u o es % W 0 f�/] LD-229 Storm Drain Design Computations v `'��' y 4yno - omen j a Illuplq\1N !.. � VRoute.Trrberwootl Rd. Prot:Holvrreatl Towncenter {' 'Xl• r 2J $ 6s-5via't- !�!tf9� 1 - C - -w Esr7County.Aberrerle istricL -sC .'( ( K 14'x d;4{.!- ( RYI(QI+'�I PY/pii t- 1}R111WW11 = �, Z g1;'" .' +qF /BI9 ;1B1f701!!1!g1N1 0 1 1 4 1111N9fUNIlNIt!\11 4ZC4 =DesCfipeon.Pipe Catda4orts ?h1 ✓}S 1F "yflollY \ `J` 811h!!IFra - W Fel From To Print Cath ResteR lee Accum Tot Tot Tot l4 Dn Pipe Inv Pipe Pipe Velocity Flow time "I'E' p � �•,t. _ _ �r C7Pant A Coat AC AC Tc tint Flex Inv Ito Len S am Cap Inc ¢ _ I •E = W 6(ac) (min) (in/hr) (cfs) EI El ,(_fM !%) (col (cfs) Otis/ _(min) - • S, f•I w�• f�� 1 2 3 1 5 B 7 8 9 10 11 12 13 14 15 16 17 � ggy3' �,l4i .- g \���\ Pr--a nSae 0 1155 0 90 0 3s a 44 s 2 a 7e 3300 0044 55566.440 90 62.00 5u6 7 s z 32 e 121 D O I i� '''YJ s - , C 7-E 0 73 < 0 85 OK g \�\\�\\\ O U iz I `"'`- -1 i' arc ear i xm-• / - : i VA�A E' LD-229 DRAIN DESIGN / ADEQUATE OUTFALL E�--- kind- ! �' I •NOTTOSCAUE -.. __. • 1 1 1 _. l _.- joa.a a 1 _ ? CC/) rw�--I A E ! •cif Fri! - < s _ _ Fr C 3Ilililiiiilu NIIHINMIHIIIII�IIi.r. a '. ,,W;;;",r\17YaW��,\;lilww�n z .a� c _ W����at�,1 C4 o - Nfl {�umnuniiBulll_IIIINhiAIIIIIIIli111N111�1W a ,� __ M Mmm! �-1 w NOTE THE MANHOLES 3 @ 4 TRAVEL THROUGH I} _ N THE EXISTING PIPE SYSTEM DROWN IN NOILYYEAD i'�_ •1G• DOM.PROJECT NO:13,0018 SECTION C4 TO HOLLYMEAD SEM/2 FACILITY • .. r�. � OISTOLYSETER YYEAD SECTIONY C'5I CALCU TIEL THROUGH OR HIS SYSTEM rl Q D,, ` 1\ a© Cie INDEX TITLE: • CAN BE FOUND ON MM ASSOCIATES,INC SIGNED BY _ -___ ___-___-. 1. a \�i --_- DAVID Y JANSEN AUGUST 18,2006 -� 5A EP9 POSE-DEVELOPMENT LAND USE YAP FOR LAND USE MAP _._._e MANNA ENGINEERING& • - Si ROLLYYEAD TOWNCENTER slfJl FACILITY/2 15: SURVEYING,PLC g. ALBEMARLE COUNTY,VIRGINIA e...T..e. ever a _ a.e.e.e oea,.fumeas ra al Ma. 5t57111<° Jr SHEET NO:9 OP 9 ar nna 0.ur yr _ ..,rl!iiiir oe.rwr M�u me IaW Mao _ ... ra DATE: 05/8/17 APPENDIX 9 Record of Public Availability Record of Public Viewing Site: Stanley Martin at Hollymead Towncenter Block—C6 Date Requested By Location of Date of Comments Initials Requested Viewing Viewing APPENDIX 10 Miscellaneous L\30000s\30300\30335 01\GIS\SWPPP\30335 01 01 Vicinity mid ''‘Iet'9cres tq " e Dr s'd a c %VS L "K ge v r Charlottesville-Albemarle Airport t ci' P� 4 Q e C — P o 4a' `�aad Rd '4rr��Rd t CI °Its , C1::› V It It O� cr a Y ee '$� c5;' � a LaJ Taman �•ar�`Q �C� a�` c ti�rc �'iter Q Qk 4 cZ S c: aSt �r40 rS Dr etc. C >. �b� Aror 4 k n 1n a as s Cl/ fit) 5 Holly Memorial ,... V / Garde is aQ L�4 ---( ° a Albemarle County � so e VA � � c03/1 .0 .a t4 E .+s Q Project Area Vicinity Map Hollymead - Stanley Martin at Hollymead Towncenter NORTH 0 1 000 Block - C6 Feet WSSI #30335.01 Onginal Scale 1"=1000' Source.Bing Maps Road-©2017 HERE©2017 Microsoft Corporation Wetland Studies and Solutions, Inc. Exhibit 1 a DAVEY#.company L.\30000s\30300\30335 01\GIS\SWPPP130335 01 02 USGS mxd t pi ,r j�C 1.E ' r C-:-'--• L-.) *---) i. / • ,r ! ''t ,,/` t/ x , • _ __ i".' , . ./-..''''ic,5,14,. .,.._... . / '"- ., te. , ) d',; %--..7 ...,.. , . - t /1 "'"' - ft e.:' .' '''''!"*\* ("4'4\I r's...\>: 71, ,i•• .:''' ..„..1*-- '•.; 7... ' --_ ; . • i 'Nn "f/ • •' " • / ( * ' / •"/; . • �.4. t\N.\'''' ....,.).' \ifie3 ) *•1 "/ • \ \ / . ' itt:' V 4)-#: ':10-1* 3'.\ ' • '''`,..,ssj * iie• '/ . ' 3 . ,,,,, ,,......, ,... • • ,:the. -1"'"ogr ' \ ,i .„ k (--,7 (... 41§ ''• . : it ' • _ ) ---.." 4. '-c.'‘\-, ... ,.......„..\ '<i1., . i (.1,,,, j " 1 -l1 ,. .. ` . 1 1 -,\- ' ''\,4,\) ":*s""'**---------.../ ( 's,„,.\ .5.4:"'"?' j. i \ '. —.. - • •' `y C ,..,. . , (Th44.1\i , Zil ., '"`• lb" \-, 1 l' - \''. - '- ' \.3(..`" ii: /4, ) , 1 i , \ 04 me • . -.\*0 ...„:„....,,,,,,)c' -,',„. .....k. ', ‘#Th\ii ' '40 , / i pg,,,,,,.4 .i!•\•.. . (.,--73 \ et ,e,;°' g • 4.••'%\ ..N ' „qf i ‘ .4.,+0. (44-. " '•-4(.:''s, A 1 '.,„,,, . "o' ''''"4... k 1 Q Project Area USGS 7.5' Quadrangle Map Stanley Martin at - Hollymead Towncenter o NORTH t 000 Block - C6 Feet Earlysville,VA 1984 WSSI #30335.01 °19=i to ' Longitude:78°26'31"W(78 441944°) Latitude. 38'T58"N(38.132778°) Hydrologic Unit Code(HUC)•020802040203 HUC12 Name:South Fork Rivanna River COE Region: Eastern Mountains and Piedmont Wetland Studies and Solutions, Inc. Exhibit 2 DAVEY it.company L130000s130300130335 01\GIS'SWPPP\30335 01 03 NWI mxd qr Port•Rd m 0 0 _o I o� R�I�Rf // /// / oo, 0 U Q Project Area Digital National Wetlands Inventory Map Wetland Type Stanley Martin at Hollymead Towncenter Open Water Block - C6 NORTH NI Freshwater #30335.01 Freshwater Forested/Shrub Wetland 0 250 Feet I I Freshwater Emergent Wetland onginal Scale 7 Estuarine and Marine Wetland 1"=250' I I Other Source:U.S.Fish and Wildlife Service Wetland Studies and Solutions, Inc. Exhibit 3 DAVEY .company L.\30000s'.30300\30335 011GIS1SWPPP\30335 01 04 2017 Pictomet n d r ' by i4y tom'`. _ aa' .1 'v _ - ' It" _AM ,. 11 „ - hi214, 110. . ',* ' • 4 n 444� . N. s: . V A A 1." •/ .),,, a ,.,.44,4,1N, , ft rA: : t �". _ .vy ,, mot, , I r ," ,.. t i't t 4,,E ` + "`` s I ,, fy . imp 44" e rI flOr ... s 'AI. ; I. , \ -------'-'"''''. 1— —iir.,.. : .... , ......4......,,i ......„,,,,. . r: f �' do, ... „04, , , , toip , , 4 , , ,,„ 4. Project Area Spring 2017 Natural Color Imagery - Stanley Martin at Hollymead Towncenter Block - C6 NORTH 0 250 WSSI #30335.01 Feet Original Scale 1"=250' Source Pictometry® Wetland Studies and Solutions, Inc. Exhibit 4 a DAVEY*.company Fact Sheets for Impaired (Category 5) Waters in 2016 James River Basin Cause Group Code:H26R-04-BEN South Fork Rivanna River Location: South Fork Rivanna River from the RWSA SF Rivanna River Public Water Intake downstream to its confluence with the Rivanna River.(Start Mile:3.47 End Mile:0.00 Total Impaired Size:3.47 Miles) City/County: Albemarle Co. Use(s): Aquatic Life Cause(s)/ VA Category: Benthic-Macroinvertebrate Bioassessments/5A This segment is impaired due to violations of the General Standard for Benthics at stations:2-RRS001.81 (Impaired for VSCI) and 2-RRS-RVN31-SW(Impaired for VSCI). Initial Listing Date:2010. South Fork Rivanna River Estuary Reservoir River Aquatic Life (Sq.Miles) (Acres) (Miles) Benthic-Macroinvertebrate Bioassessments-Total Impaired Size by Water Type: 3.47 Sources: Dam or Impoundment Municipal(Urbanized High Non-Point Source Density Area) Final 2016 Appendix 5-405 Fact Sheets for VIRGINIA o1EP.,RI:,IENI-OF Impaired (Category 5) Waters in 2016 FNVII-e\)If?\E11.Ql'.\I_I I\' James River Basin Cause Group Code:H26R-07-BEN South Fork Rivanna River X-trib Location: South Fork Rivanna River X-trib from the headwaters downstream to its confluence with the South Fork Rivanna River. (Start Mile: 3.21 End Mile:0.00 Total Impaired Size:3.21 Miles) City/County: Albemarle Co. Use(s): Aquatic Life Cause(s)/ VA Category: Benthic-Macroinvertebrate Bioassessments/5A This segment is impaired due to violations of the General Standard for Benthics at station:2-XRV-XZW01-SW(Impaired for VSCI). Initial Listing Date:2010 South Fork Rivanna River X-trib Estuary Reservoir River Aquatic Life (Sq.Miles) (Acres) (Miles) Benthic-Macroinvertebrate Bioassessments-Total Impaired Size by Water Type: 3.20 Sources: Municipal(Urbanized High Non-Point Source Density Area) Final 2016 Appendix 5-408 1.. 1 15 (4) 6-MIL LINER(3) 1.5' (TYP.) F ) STAKE °eiei'eee ei.•Nei e1ei a t•i 4*,e•ei 4Yee eie*eiedeiei eie•eie;,eee1 eee1 ei (TYP) ' ��e eeei��: e ere e4 490 e4,`4�`ei`4+14►e sei�es�i�� �eePO4•% t 3 e ,k�f':• '. eeeee 1 (TYP) e4i�i 'O . . '444. ������� ��������� +% cue = - i`.`1 e4 ► !eves SECTION B-B « 2 m rt-c . .••4%. ► :to:* LATERAL CROSS SECTION eVre ► :eeei� c r \ /s ie0e ► �ee4. STAKES v '� , �• 4, BOTTOM OF WASHOUT(2) �" 9' (MINIMUM 2 PER BALE) STRAW BALE ) N 0. ri / ee J ers%:� ► ► ►::4 R eieei ► i�:�'ei l ei •e eie ei`ee ► e1ee <% 6-MIL LINER(1) ' \ I A 4,44 IF eirei4ie 4 044 eie iie sir•4 .4.$eieeiie ei`eie ii'. 44*044•• 1.8' TYP. sees e4'ei e ei ei ei ti er ei• ei eie ei ei . •ei ei .v ei ei ee ee• 'I .ee. N N. e� ee ei 4 eel e I eI• �' N ee• ee H -� cc wE STRAW BALE SECTION A-A ¢ H O a Lu 3'(TYP.) (TYP) LONGITUDINAL CROSS SECTION ¢ q w PLAN w CONCRETE WASHOUT NARRATIVE: 3 ° ' , d H 1)THE WASHOUT LINER MUST BE ONE SEAMLESS, IMPERMEABLE, PLASTIC OR RUBBER LINER AT CONCRETE 2' -- 0 LEAST 6-MIL IN THICKNESS. WASHOUT H 2)THE WASHOUT AREA MUST BE MONITORED ON A REGULAR BASIS.WHEN WASHOUT MATERIAL ° ¢ p REACHES GRADE LEVEL MATERIAL SHOULD BE ALLOWED TO CURE, HARDENED MATERIAL SHOULD z THEN BE REMOVED AND THE WASHOUT SHOULD HAVE A NEW LINER INSTALLED. 0 0 3)THE LINER SHOULD BE ISNTALLED IN A MANNER SO AS TO FOLLOW THE CONTOUR OF THE PIT.THE LINER SHOULD BE WRAPPED OVER TOP OF THE BAILS, FROM THE OUTSIDE,AND THEN BE TUCKED UNDERNEATH THE BAILS. a 4)STAKES SHOULD BE 3'x1.5"xO.75", STANDARD SURVEY STAKES. 5)WASHOUT SIZE IS SUGGESTED;VARIATIONS TO LENGTH AND WIDTH CAN BE MADE TO FIT SITE CONDITIONS. -- 6)MULTIPLE WASHOUTS SHOULD BE INSTALLED ONSITE,ALLOWING ONE WASHOUT TO CURE AND BE J Q o CLEANED OUT WHILE USING OTHERS. 7)SIGNAGE SHOULD BE PLACED IN A CLEARLY VISABLE LOCATION NEAR THE CONCRETE WASHOUT. CONCRETE WASHOUT T THE MINIMUM RECOMENDED SIZE FOR THE SIGN IS 2'BY 3'. SIGN DETAIL 5 i (OR EQUIVALENT) 4 3 a: RECEIVED. AU6 1 b 2018 COMMUNITY' DEVELOPMENT