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WPO201400102 Plan - Stormwater 2014-09-17
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) Albemarle Place Albemarle County,Virginia WSSI #3766.05 Prepared for: Albemarle Place EAAP, LLC 1221 Main Street, Suite 100 Colombia, SC 29201 July 2014 Prepared by: II ;4- i Vetlan. Studies and Solutions'1nc". a DAVEY .company 5300 Wellington Branch Drive,Suite 100 Gainesville,Virginia 20155 Tel: 703-679-5600 Email:contactus(awetlandstudies.com www.wetlandstudies.com Storm Water Pollution Prevention Plan (SWPPP) In compliance with: N`"' General VPDES Permit for Discharges of Stormwater From Construction Activities, Permit No.VAR10 Virginia Stormwater Management Program (VSMP) Albemarle Place (±65.80 acres) WSSI #3766.05 SWPPP Coordinator: i (Signature) Pc, cyt F}actt+- (Name of Person) P(f�)cc4 " `ck/1c4 , - J ('Title) U be NS (Company) Q-1 Sq) cf 6 i -vs (Phone#) (Cell#) �r "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." "I certify that the SWPPP coordinator named above is my duly authorized representative for this Project". Signature: Date: 4/ / It [Authorized esentative per art 111 K 1 of the Permit, Appendix 1] Name: PGi' b` kbC�-t Cr Title: 1)(vje0.-A cw C.�CyC C Legal Entity: _orr,,I/� (U1 .. Albemarle Place-SWPPP ...; 7,/F/ .-�(A�' ,�,��s: July 2014 f�' = Wetland S Mand uMM`l'' a OEYM NI company Stormwater Pollution Prevention Plan (SWPPP) Albemarle Place (±65.80 acres) WSSI #3766.05 Albemarle County, Plan #WPO 200900074 TABLE OF CONTENTS I. 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.] Albemarle Place I " i, r: if July 2014 Wetland J v Page 3 a DAVEY .company Stormwater Pollution Prevention Plan (SWPPP) Albemarle Place (±68.80 acres) WSSI #3766.05 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). The Department of Environmental Quality(Department)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. For jurisdictions subject to the Chesapeake Bay Preservation Area Designation and Management Regulations,projects disturbing 2,500 sq ft are also subject to the regulations and will require a Permit. 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 Department within 30 days. Termination of authorizations to discharge 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. f ., .J , - ;'1'" •"'rig Albemarle Place ;' ', Wetland r July 2014 Page 4 a DAVEYI.company 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 #WPO 200900074 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." sew, 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 Albemarle Place Wetland • July 2014 SWdir and Salu innx.ti Page 5 a D EY .company implementation of the Plan. The Plan shall also be updated whenever it is found to be 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. Albemarle Place i", yr `'j ' + 1 July 2014 r=��d�o��,�n.�n Page 6 a DAYEYM.company Table 1. Site Description Elements Please refer to the referenced location(i.e.Plan Sheet#)in the Project Design Plans or as referenced elsewhere. Permit Location' Part H REOUIRED ELEMENT Albemarle Place A.1... [Plan#WPO 200900074] 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). c. A copy of the general VPDES permit. See Appendix 1 d. Description of construction activity. SHEETS #1-2A& 10 e. A legible site plan,to include the following: - e.(1) Directions of stormwater flow and approximate slopes anticipated after major grading SHEETS activities. #5, 18-22 &27 e.(2) Limits of land disturbance including steep slopes and natural buffers around surface waters SHEETS that will not be disturbed. #6-9 e.(3) Location of major structural and nonstructural control measures. SHEETS #11-22 e.(4) Locations of surface waters. See Exhibit 3, Appendix 10 e.(5) Locations where concentrated stormwater is discharged. SHEETS #11-22 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) Stir e(7) When applicable,the location of the on-site rain gauge or methodology established in N/A consultation with the VSMP authority. - ADDITIONAL INFORMATION - A legible general location map See Appendix 10 Description of construction sequence of soil disturbing activities. SHEETS #10 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 SWM/BMP 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). I r t Albemarle Place " J Wetland - July 2014 s6dka and Solution,P Page 7 a DAIEY' .company 3) Erosion and Sediment Control Plan vi 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#10-26 (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 construction activities, a stormwater management plan compliant with the requirements of rrri0 Albemarle Place r' 1;s„, July 2014 ,��,ra,�d5o�,�n=•'^ Page 8 a DNIEYt.company 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 Sheets#10-31 and 35-36. 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. IJ 1/ Albemarle Place -- Wetland July 2014 S�d; �,.,^°' Page 9 a DAVEY*.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. Chemicals will be safely stored in sealed containers when not in use. Soaps,Solvents, Clean-up and disposal will be done in a manner to prevent contact with Detergents& stormwater, utilizing;tarps,buckets,and proper disposal techniques. Hazardous Wash Water 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 will be applied per manufactures recommendations and not Fertilizers 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 Wash Water the handling of other construction wastes. Liquid concrete wastes shall Managing Waste 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 ! ( ,. Albemarle Place 1;%ri'.° Wetland "``— July 2014 S'udies and Solution,1"^. Page 10 a WWEYf.company a) Spills Na"' 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 Northern Virginia Regional Office Phone: (703)583-3870 Fax: (703) 583-3821 For reports outside normal working hours, leave a message. 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- `y' 800-424-8802. 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. (iv) Petroleum products will be stored in labeled, sealed containers. (v) Spill kits will be included with all fueling sources and maintenance activities. {. a ,. Albemarle Place . ` '" Wetland July 2014 srad4sand s.lut,o.',1r`. Page 11 a DAVEY' .company c) Hazardous and Toxic Chemicals Ned (i) Spills of hazardous or toxic chemicals that exceed the reportable quantity threshold must be reported. 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 in a covered shed 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. (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. tit ` 'r' •� Albemarle Place r ji,'•vi'; . '"�-- July 2014 S`°d kx and Solution..‘^`• Page 12 a D IEY .company 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 the site are/is Meadow Creek, a tributary of 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. If applicable, factsheets for waters identified as impaired in the 2012 § 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 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 �.. Albemarle Place f1i July 2014 S��d, aid �n�' Page 13 a D #EYI.company 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 ,ii 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, Sheet#10 of 38, and is incorporated in this Plan by reference. 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. 11 I Albemarle Place '- --cNyetland)�"',-- July 2014 soh...s.us`. Page 14 :,D/WE1fM.company 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. 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. f t 1 Albemarle Place < Wetlan — July Y 2014 Shla, ��s.m` Page 15 a DNEYI.company 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. .S 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. 1 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. 1 G Pavement wash waters were 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. 1 1 Where soaps,solvents,or detergents have not been used;and where the wash water has been filtered,settled,or similarly treated prior to discharge. Albemarle Place �Wetlanj July 2014 8,,,d$.and 501°6000'c. Page 16 aDAVEY .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. 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IX r NI R ., • ill I ( i E z 7 c") i ,-w I z l ^ T , 1 ,lL V C � 4 APPENDIX 1 Storm Water Construction General Permit No. VAR10 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 Stonnwater 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. 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. Nem- 2. This ederal g 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 Page 9 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/2412014 -effective 7/1/2014) registration, has undergone final stabilization. Post-construction industrial stormwater *ad 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 nonstomiwater 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: 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 Page 10 of 29 9VAC25-880 (adopted 1211712013 -published 212412014 -effective 71112014) void ,,w, 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. 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 storrnwater 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; sone 3. Fuels, oils, or other pollutants used in vehicle and ui ment eq p 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 Page 11 of 29 ,. 9VAC25.880 (adopted 12/17/2013 -published 2/24/2014-effective 7/1/2014) 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: 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 of 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 are 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 H B to adequately address the identified water quality concerns; Page 12 of 29 9VAC25.880 (adopted 12/17/2013 -published 2/2412014 -effective 71112014) wool 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. 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. No"` 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 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; Page 13 of 29 o... 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 711/2014) (3) Locations of major structural and nonstructural control measures, ricludng lad 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; (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 heu 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, induding 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; Page 14 of 29 9VAC25-880 (adopted 12/1712013 -published 2124/2014-effective 711/2014) New (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 (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 a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. My 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 .war construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland sons 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 Page 15 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 71112014) 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); (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 wood 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; Page 16 of 29 vassi 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 71112014) *Nome (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 18 4 or Part I B 5. 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. ,,o„ 3. The SWPPP must clearly identify the contractors) 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 Page 17 of 29 9VAC25.880 (adopted 12/1712013 -published 2/24/2014 -effective 711/2014) g. Measures taken to address any evidence identified as a result of an inspection required under Part II F. 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. Page 18 of 29 9VAC25-880 (adopted 12117/2013 -published 2/24/2014 -effective 7/112014) 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: (1)At least once every five business days; or (2) At least once every 10 business days and no later than 4B 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 stommwater 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. *ow 3.Ins ection p 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; (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 fiB slopes; Page 19 of 29 `�"' 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 711/2014 (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 thy 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 (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 data 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; Page 20 of 29 9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 -effective 7/1/2014) 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. 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). Page 21 of 29 9VAC25-880 (adopted 12/1712013 -published 2/24/2014 -effective 71112014) 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 shah 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. 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. Page 22 of 29 ,,,, 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 7/1/2014) §..r 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. Nitre 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: Page 23 of 29 9VAC25-880 (adopted 12117/2013 - published 2/24/2014 -effective 7/1/2014) 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 Ili I 1 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part 11112. 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. 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 budding, 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 Page 24 of 29 ,,f 9VAC25.880 (adopted 12/17/2013 - published 2124/2014-effective 7/1/2014) 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 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 Ill 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 Ill K 1 or 2 shall make the following certification: "1 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 Page 25 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 7/1/2014) 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 Ill 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 vrii through 62.1-44.34:23 of the State Water Control Law or§311 of the Clean Water Act. 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 Page 26 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 71112014) *4w essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part ill 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 data 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. 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; Page 27 of 29 9VAC25-880 (adopted 12/1712013 -published 2/24120/4-effective 7/1/2014) 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. 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 III 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. Page 28 of 29 9VAC25$80 (adopted 12/17/2013 -published 212412014 -effective 711/2014) 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. 9VAC25-880-80.(Repealed.) 9VAC25.880-82.(Repealed.) 9VAC25-880-84.(Repealed.) 9VAC25-880-86.(Repealed.) 9VAC25-880-88.(Repealed.) 9VAC25.880.90.(Repealed.) 9VAC25.8B0-100. Delegation of authority. The director, or his designee, may perform any act of the board provided under this chapter, except as limited by§62.1-44.14 of the Code of Virginia. FORMS(9VAC25-880) N.► Department of Environmental Quality Construction Activity Operator Permit Fee Form (rev. 01/20141 Notice of Termination - General VPDES Permit for Discharges of Stornrwater from Construction Activities (VAR10)(rev.01/2014) Reaistration Statement - General VPDES Permit for Discharges of Stormwater from Construction Activities NAR101 (rev.01/20141 Transfer Agreement - General VPDES Permit for Discharges of Stomiwater from Construction Activities(VAR101(rev.01/2014) Page 29 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 7/1/2014) ,,W,, 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. PART 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 Page 9 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 71112014) 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: 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 Ned events;and d. The applicable SWPPP inspection requirements specified in Part ll 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 Page 10 of 29 9VAC25-880 (adopted 12/1712013 -published 2/24/2014 -effective 71112014) 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. D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2,-1 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 deanout 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 Page 11 of 29 Saw SVAC25.880 (adopted 12/17/2013 -published 2/24/2014-effective 711/2014) Nod 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 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 are 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; Page 12 of 29 9VAC25-880 (adopted 12/1712013 -published 2124/2014 -effective 711/2014) Nifty- 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. PART li 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 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; Page 13 of 29 ,,,,, 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 711/2014) (3) Locations of major structural and nonstructural control measures, including `ad 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; (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 Neu of a plan," or erosion and sediment control plan prepared in accordance with departmentapproved 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, induding 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; Page 14 of 29 9VAC25-880 (adopted 12/17/2013 -published 2124/2014 -effective 711/2014) `" (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 (9) Utilizes outlet structures that withdraw stormwater from the surface (Le., 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 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 skip- construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland sobs 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 Page 15 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 711/2014) 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); (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 (1) 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; Page 16 of 29 9VAC25-880 (adopted 12/1712013 -published 2124!2014 -effective 7!112014) (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 4orPartlB5. 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 Ill 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. '464r 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 implerpentation. 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 Page 17 of 29 %..,. 9VAC25$880 (adopted 12/17/2013 -published 2/24/2014 -effective 7/1/2014) g. Measures taken to address any evidence identified as a result of an inspection required under Part II F. 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. Page 18 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 7/1/2014) 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: (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 stabilzation);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; (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; Page 19 of 29 �'"` 9VAC25-880 (adopted 12/1712013 -published 2/24/2014 -effective 7/1/2014) (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 stomnarater 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 stomiwater 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 fading 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 (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 data 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; Page 20 of 29 Ned 9VAC25.880 (adopted 12/17/2013 -published 2/24/2014 -effective 711/2014) 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 locations)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!cast 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. 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). Page 21 of 29 9VAC25-880 (adopted 1211712013 -published 2/24/2014 -effective 711/2014) 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. 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. Page 22 of 29 ,wrr 9VAC25-880 (adopted 12/1712013 -published 212412014-effective 71112014) 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. 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 Ill 1 2. 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: Page 23 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 7/1/2014) 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 Ill 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 I 1 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 Ill 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. 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 Page 24 of 29 9VAC25-880 (adopted 12/17/2013 - published 2/24/2014-effective 7/1/2014) Now ,,. 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 III 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 HI 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 representative may thus be either a named individual or any individual occupying a named position);and Nraie 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 Ill 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 ill 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 Ill 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 Page 25 of 29 ,,. 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 711/2014) 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.ON 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 „,d through 62.1-44.34:23 of the State Water Control Law or§311 of the Clean Water Act. 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 Page 26 of 29 ,, 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014-effective 711/2014) 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 Ill U 2. 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 Ill 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 Ill 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; Page 27 of 29 • 9VAC25-880 (adopted 12/1712013 -published 2/2412014-effective 7/1/2014) 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. 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 Ill 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. Page 28 of 29 9VAC25-880 (adopted 12117/2013 -published 212412014 -effective 711/2014) 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. 9VAC25-880-80.(Repealed.) 9VAC25-880-82.(Repealed.) 9VAC25-880-B4. (Repealed.) 9VAC25-880-86.(Repealed.) 9VAC25-880-88.(Repealed.) 9VAC25-680.90.(Repealed.) 9VAC25-880-100. Delegation of authority. The director, or his designee, may perform any act of the board provided under this chapter, except as limited by§62.1-44.14 of the Code of Virginia. FORMS (9VAC25-880) Department of Environmental Quality Construction Activity Operator Permit Fee Form (rev, 01/20141 Notice of Termination - General VPDES Permit for Discharaes of Stormwater from Construction Activities(VAR101(rev.01/2014) Registration Statement - General VPDES Permit for Discharges of Stormwater from Construction Actives NAR101(rev.01/20141 Transfer Agreement - General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)(rev.01/20141 Page 29 of 29 9VAC25-880 (adopted 12/17/2013 -published 2/24/2014 -effective 7/1/2014) APPENDIX 2 Submittal Forms: Application Fee Form Registration Statement Notice of Termination Permit History 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: Faulconer Construction Contact: Mindy Colden Mailing Address: 2496 Old Ivy Road city: Charlottesville state: VA Zip: 22906 Phone:434-295-0033 Email address(if available): PHacklereedens.com, melliott @wetlandstudies.com mcolden @faulconcnconstruction.com Indicate if DEQ may transmit general permit correspondence electronically: Yes I No❑ 2. Existing General Permit Registration Number(for renewals only): VAR10-11-101375 3. Name and Location of the Construction Activity: Name: Albemarle Place Address(if available): N/A City: Charlottesville State: VA Zip: County(if not located within a City): Albemarle Latitude(decimal degrees): 38"4'3.11" N Longitude(decimal degrees): 78'29'32.31" W 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 5. Nature of the Construction Activity(e.g.,commercial,industrial,resldential,agrlcultural,oil and gas,etc.): Commercial & Residential 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name: Meadow Creek a tributary of 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: City of Charlottesville 8. Estimated Project Start and Completion Date: Start Date(mm/dd/yyyy): May 1, 2011 Completion Date(mm/ddlyyyy): May 1, 2017 9. Total Land Area of Development(to the nearest one-hundredth acre): 65.80 ac Estimated Area to be Disturbed(to the nearest one-hundredth acre): 26.30 ac 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes El 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 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: Mind Colden Title: Project Manager Signature: L"r1 Date: 3/ Z Z (Please sign in INK. Th s Certification must be signed by the appropriate person associated with the operator identified in Item#1.) 01/2014 Page 1 of 1 DEPARTMENT OF ENVIRONMENTAL QUALITY CONSTRUCTION ACTIVITY OPERATOR PERMIT FEE FORM (Please Type or Print All Information) Nome 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: Faulconer Construction Contact: Mailing Address: City: State: Zip: Phone: Email address(if available): PHackler @edens.com, melliott@wetlandstudies.com Name and Location of the Construction Activity: Name: Albemarle Place, Intersection of U. S . Rte. 29 & Hydraulic Rd. City: Charlottesville State: VA Zip: 22901 County: Albemarle Type of State Permit: ❑ Construction Activity Individual Permit © Construction Activity General Permit (from Fee Schedule) Type of Action: ❑ New Issuance © Reissuance ❑ Maintenance ❑ Modification ❑ Transfer Amount of Fee Submitted (from Fee Schedule): $6, 100 Existing General Permit Registration Number(if applicable): VAR10-11-101375 FOR DEQ USE ONLY Date: DC#: 01/2014 Page 1 of 1 1%- o , .. o o C) .' ' 0 N. ., . . .. , o CO ir) o ......1.. .. ... ' i z - ' - .,..) •- :.,:--,... . . 'Nies, .1/1- ' • • C.) v8 CJ ..,„. ..!.. A - - . . . :..••,, , •:. .% §.:-. .., : ..-0,„ 'g'g:' •:"' .,. • w El 0 0 6 ... -1.4. Z 0 0 . .0• 0 to'. a Lnc) ir) .. ''..•.'S.:,. , ,, . , le' .,, * „ . H Z 0 ril ru Li =H * H 0 0 Cl) ,,• _r Z g Cl) 0 ' O III 01 H s E-4 A • ,4 1-1 ...,-.. , ,. -• H 41 0 jft H r;li al 4c , o bar .- n R:... .,....,.. I•• z w z o A 0 la '' ' 1. Lns rf) -;>.(4"-•,,-; ...., Z En 4 1111111 ;,'. I--4' 0 cst C..-- ,.., n't U PI H r.I4 0 I-1 re) ril ...• "4- 1-,:- '..z, -, . • • , ... Z 0 lc Ei -....., z o ix z cr-,.4 NI o cv - - 0 o x -- ---. 0 1 ,.., ii , ,4-.) Ct.(,) C E-4 r-I , ,. , ?- mi 4 (NI .... ., 4 04 a, z n --- 114 . ill 0 LO , i uj :: • 0 134 :. . )0,- Cl] t .,:..... 0 IL , ',Now Nor.- General Permit for Discharges of Stormwater from Construction Activities (VARI 0) Transfer Agreement Instructions: The General Permit for Discharges of Stormwater from Construction Activities may be automatically transferred to a new operator if the current operator notifies the permit- issuing authority at least 30 days in advance of the proposed transfer of the title to the facility or property, the notice includes a written agreement between the existing and new operator containing a specific date for transfer of permit responsibility, coverage, and liability between them. Please mail the original copy of this agreement to: Department of Environmental Quality Office of Stormwater Permits, 10th Floor P.O. Box 1105 Richmond,VA 23218 Permit Coverage Number: VAR10-11-101375 Date of Transfer: Construction Activity Name: Albemarle Place CURRENT OPERATOR (The permit coverage was authorized for this operator): Construction Activity Operator: Albemarle Place EAAP, LLC Address: 1221 Main Street, Suit 100 Ivor City: Colombia ` State: sc Zip: 29201 Daytime Phone Number: 1 hereby agree to the transfer of the above referenced Construction Stormwater General Permit coverage." Print Name: Title: Signed: Date: NEW OPERATOR(The permit coverage will be transferred to this operator): Construction Activity Operator: Mindy Colden Address: 2496 Old Ivy Road City: Charlottesville State: VA Zip: 22906 Daytime Phone Number: 434-295-0033 "I hereby agree to the transfer of the above referenced Construction Stormwater General Permit coverage, and agree to accept all permit responsibility, coverage, and liability of the permit." Print Name: Mindy Colden��7 Title: Project Manager Signed: y Ce? c*s Date: 5 /2214131 (Please.sign in INK and submit the original to DEQ at the above referenced address and retain a copy for your files.) (DEQ 199-191)(06/13) Transfer of Ownership Agreement Form General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) `r..P 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: `'••r Signature: Date: 01/2014 Page 1 of 1 Notice of Termination General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type of Print All Information) `41`"' 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): Nifty 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: 'mod 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: y (Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in'lie 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 (VAR1O) GENERAL b. The A Notice of Termination must be submitted when an operator no longer as a post development s ormwateromanagement control; functional 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 All Notice of Terminations should be submitted to: within a City)of the permanent control measure; 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 LINE-BY-LINE INSTRUCTIONS f. The number of total and impervious acres treated by the 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 Regional Item 2: Name and Location of the Construction Activity followingtinformation: Stormwater Management Facility provide the Information. Provide the official name,street address(if available),city or county(if a.The type of regional facility to which the site contributes; 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 nutrient 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 For each on-site and off-site permanent control measure both corporation in charge of a principal business function, or any other structural and non-structural) that was installed to comply with the unctions for the corporation,o�policy-making or decision-making stormwater management technical criteria provide the following view information: (ii) the manager of one or more manufacturing, production, or a.The operating facilities, provided the manager is authorized to make 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. Nilo Id Page 2 of 2 01/2014 Permit History s. t •. 2.J' . ' Ihttr.hr.11' Domencch pnk id:\. • Resources 'Y. Scc:rcl.u'� to Natural i ;y -.;�:��;f I)irrrlot y ,f COMMONWEALTH of VIRGINIA DEPARTMENT OFCONSERVATION AND RECREATION 203 Governor Sheet Richmond,Virginia 23210-2(110 (1■01)756-2064 (11,:" `'-\ <S G V December 30,201 1 t Albemarle Place EAAP, LLC s,'\ _• p!`j`, U• 1221 Main Street, Suite 1000 Columbia, SC 29201 i RE: Transfer of VSMP Permit No. VAR10-11-101375, Albemarle Place - Commercial & Residential Dear Bob Williams: [mac• 5`rt The Department of Conservation and Recreation (DCR) staff has receive, : iewec the request to transfer permit number VAR10-11-101375 to Bob William. , /116ennalle Place F,A , 1,1E. Based on staff review, the project has been determine to e eligi' - coverage under the VSMP General Permit for Discharges of Stormwater from Construction Activities (VAR10). The date of transfer of the General Permit is 1 1/28/201 1 and your permit number is VAR10-11-101375. A copy of the complete General Permit (VAR10)can be found on the DCR web page at http://www.dcr.virginia.gov/soil and water/documents/vsmpgenpermvar10.pd f. Please print and read the permit thoroughly, as you are responsible for meeting all permit conditions during the permitted land disturbing activity. In addition, the General Permit expires on June 30, 2014. A copy of this permit transfer coverage letter must be retained with the General Permit and the Stormwater Pollution Prevention Plan at the construction site from the date of commencement of construction activity to the date of final stabilization. If you have any questions or cannot print a copy of the permit, please contact Holly Scpcty at (804) 225-2613. Sincerely,/ .1. Douglas Fritz Stormwater Permits Manager Slate Parlrs•S(ormirater Management•Natural Heritage•Outdoor Recreation Planning • Dam•Safeo'and 1.7oor/plain Management•Lanr!Conservation - .✓ Ihru! laa \1'. Ih>mcnrclt t �7�'i. t,:'i; I)t,ic1 A. Inhtt>nn ' iciar\ til Vain ut( Resource; ,..+ 'z.v..;, y?f I)1rtclot COMMONWEALTH 7= EALTH o f VIRQi NI S. 1)h:l R'I'MF.ti'l OF CONSERVATION AND RECREATION 203(iovcrnoi Sucet Richmond,Virginia 2i210-20I0 t t (',;;' ($04)7M-2064 f r, t December 30,201 I . 11-0 Fatilconer Construction 2495 Old Ivy Road Charlottesville. VA 22906 RE: Transfer of VSMP Permit No. VAR10-11-101375, Albemarle Place - Commercial & Residential Dear Steve I'hibbs: The Department of Conservation and Recreation (DCR) staff has received and reviewed the request to transfer permit number VAR 10-11-101375 to Bob Williams, Albemarle Place FAAP, 1.,1,C. Based on staff review, the permit has been determined to be eligible for transfer and will be transferred to Bob Williams, Albemarle Place EAAP, L1.,C on 1 1/28/201 1. A copy of this permit transfer letter needs to he retained in your files. If you have any questions please contact Holly Sepety at (804) 225-261 3. Sincerely, i .1. Douglas Fritz Stormwatcr Permits Manager Cc: Albemarle Place EAAP, LLC State Parks •Slor,rnvater Management•Natural Heritage•Outdoor Recreation Planning • Dam Safety and l/oodplain Management• Land Conservation •DCR CqurtmaN dCa rem n&Reaaxbn 'o VSMP General Permit for Discharges of Stormwater from Construction Activities (VAR10) Transfer Agreement Instructions: The general permit for discharge of stormwater construction activities may be automatically transferred to a new operator if the current operator notifies the permit-issuing authority at least 30 days in advance of the proposed transfer of the title to the facility or property, the notice includes a written agreement between the existing and new operator containing a specific date for transfer of permit responsibility, coverage, and liability between them. The original copy of this agreement is mailed to: Virginia Department of Conservation & Recreation Stormwater Permitting 203 Governor Street, Suite 206 Richmond, VA 23219 VSMP Permit Number: VAR10-11-101375 Construction Activity Name: Albemarle Place-Commercial& Residential Date of VSMP Permit Transfer: 11/28/11 CURRENT OPERATOR (The permit was issued to this operator): Construction Activity Operator: Faulconer Construction Address: 2495 Old Ivy Road . No,- City: Charlottesville State: VA Zip: 22906 Daytime Phone Number: (434 ) 566 - 7985 1 hereby agree to the transfer of the above referenced VSMP Permit." / Print Name: Steve Phibbs Title: 5h ftpr/ Signed: /4g " �1T7,/f.--, Date: /AA//1 NEW OPERATOR(The permit will be transferred to this operator): Construction Activity Operator: Albemarle Place EAAP,LLC Address: 1221 Main Street,Suite 1000 City: Columbia State: SC Zip: 29201 Daytime Phone Number: ( 803 ) 779 _ 4420 "I hereby agree to the transfer of the above referenced VSMP General Permit, and agree to accept all permit responsibility, coverage, and liability of the permit." Print Nam- //��ob Willia Title: Senior Construction Manager Signed: ,/. �A/7.r,., Date: I /Pill (Please sign in INK and submit original to DCR at the above referenced address and retain copies for your files.) (DCR 199-191)(03/09) •DCR err VSMP General Permit for Stormwater Discharges from Construction Activities (VAR10) Registration Statement (Please Type or Print All Information) 1. Construction Activity Operator(The permit will be Issued to this operator,and the Certification in Item#13 must be signed by the appropriate person associated with this operator[see the instructions]) Name:WW Associates, Inc. Mailing Address:1179C Vista Park Drive, PO Box 4119 City:Forest state:Virginia Zip:24502 Phone:434-316-6080 2. (Must be Included for renewals of coverage only)Existing Permit Coverage#: 3. Location of Construction Activity Name:Albemarle Place Address: Town,city,County:Albemarle County state:Virginia zip: DMS to the nearest 15 seconds: Latitude 38 deg 4' 3.11" N Longitude 78 deg 29' 32.31" W Location of all Offsite Support Activities to be Covered Under the Permit Name: N/A Address: Town,City,or County: State: Zip: If street address unavailable: Latitude Longitude 4. Status of Activity: Federal ❑ State ❑ Public ❑ Private i3 (Check one only) 5. The Nature of the Construction Activity(e.g.,commercial,industrial,residential,agricultural,oil and gas,etc.): Commercial&Residential 6. Name of the Receiving Water(s): Meadow Creek a tributary of Rivanna River Hydrologic Unit Code(HUC): JR 14 (Receiving waters identified as impaired on the 2008 305(by303(d)Water Quality Assessment integrated Report or for whIch a TMDL WLA has been established for stormwater discharges from a construction site shall be noted in an attached list.) 7. If the discharge Is through a Municipal Separate Storm Sewer System(MS4),the name of the municipal operator Of the storm sewer: City of Charlottesville 8. Estimated Project Start Date(mm/ddlyyyy): May 1,2011 Estimated Project Completion Date(mm/dd/yyyy): May 1,2012 9. Total Land Area of Development(to the nearest one-tenth acre): 65.8 Estimated Area to be Disturbed(to the nearest one-tenth acre): 65.8 10. Is the area to be disturbed by the construction activity part of a larger common plan of development or sale?Yes❑ No la 11. Are nutrient offsets intended to be acquired for this activity?Yes❑ NZQUnder consideration❑ 12. A stormwater pollution prevention plan (SWPPP) must be prepared In accordance with the requirements of the General VSMP 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. 13. 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 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." Print Name: H=rbert. F. White Ill, PE Title: President Signature: 'g'r n►�� Date: 3'Z '// (Please sign in INK. The person signing this form must be associated with the operator Identified In item#1 above.) Mall to:Department of Conservation and Recreation,Stormwater Permitting,203 Governor Street,Suite 206 Richmond,VA 23219 (DCR 199-146)(06110) DCR Dep iIn?itdCmsecl;;(F:vt&Reaenn CUW.C611;1.';ASMJ1:341&F LMKtt1tMSCVCIS DEPARTMENT OF CONSERVATION AND RECREATION PERMIT FEE FORM instructions: Applicants for an individual Virginia Stormwater Management Program (VSMP) Permit are required to pay permit application fees. Fees are also required for registration coverage under General Permits. Fees.must be paid when applications for permit issuance or modification 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 permit fee schedule is included with this form. Fees for permit Issuance, reissuance, modification and maintenance 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 Conservation and Recreation Division of Finance,Accounts Payable 203 Governor Street,4'h Floor Richmond, Virginia 23219 A copy of the form and a copy of your check or money order should accompany the permit registration statement(application). You should retain a copy for your records. Please direct any questions regarding this form or fee payment to SWMESquestionsdcr.virginia.gov. Construction Activity Operator: Name: WW Associates, Inc. 54-1992279 FIN: Mailing Address: 1179C Vista Park Drive, PO Box 4119 City:Forest State: VA zip: 24502 Phone: 434-316-6080 Daytime Phone Number: (434 ) 984 - 2700 Name and Location of Construction Activity: Name: Albemarle Place, Intersection of U.S. Rte. 29 & Hydraulic Rd. Town,City,or County: Albemarle County, VA Type of VSMP Permit(from Fee Schedule): MS4 Individual Permit MS4 General Permit Construction Individual Permit X Construction General Permit Type of Action: X New Issuance Reissuance Modification Maintenance Amount of Fee Submitted (from Fee Schedule): $ 500 Existing Permit Number(if applicable): FOR DCR USE ONLY Date: DC#: (DCR 199-145) (03/09) toDCR Depximal d«tlecteat tosuumeiRsmn Afaff.A1) Ll50Gif5 Virginia Stormwater Management Program (VSMP) Permit Fee Schedule A.VSMP Individual Permits.Applications for issuance of new individual VSMP permits, and for permittee initiated major modifications that occur(and become effective)before the stated permit expiration date. [NOTE: Individual VSMP permittees pay an Annual Permit Maintenance Fee instead of a reapplication fee. The permittee is billed separately by DCR for the Annual Permit Maintenance Fee.] TYPE OF VSMP PERMIT _ ISSUANCE MODIFICATION Municipal Stormwater/MS4 Individual (Large and Medium) $16,000 $5,000 Municipal Stormwater/MS4 Individual (Small) $8,000 $2,500 Construction Stormwater Individual _ $15,000 $0 B. Registration Statements for VSMP MS4 General Permit Coverage. The fee for filing a permit application (registration statement)for coverage under a VSMP MS4 stormwater general permit issued by the permit issuing authority is as follows: TYPE OF VSMP PERMIT ISSUANCE Municipal Stormwater/MS4 General Permit(Small) $4,000 C. Registration Statements for VSMP Construction General Permit Coverage. The fee for filing a permit application (registration statement)for coverage under a VSMP Construction stormwater general permit issued by the permit issuing authority is as follows: TYPE OF VSMP PERMIT ISSUANCE Construction General/Stormwater Management-Phase I Land Clearing("Large" Construction Activity-Sites or common plans of development or sale equal to or greater than five acres) $500 Construction General/Stormwater Management-Phase II Land Clearing("Small" Construction Activity- Sites or common plans of development or sale equal to or greater than one acre and less than five acres) $300 Construction General/Stormwater Management—Small Construction Activity/Land Clearing(Sites within designated areas of Chesapeake Bay Act localities with land disturbance acreage equal to or greater than 2,500 square feet and less than one acre) $200 D. Permit Maintenance Fees. The annual permit maintenance fees apply to each VSMP permit identified below, including expired permits that have been administratively continued. TYPE OF PERMIT MAINTENANCE VSMP Municipal Stormwater/MS4 Individual(Large and Medium) $8,800 VSMP Municipal Stonnwater/MS4 Individual(Small) $6,000 VSMP Municipal Stormwater/MS4 General Permit(Small) $3,000 VSMP General/Stormwater Management-Phase I Land Clearing("Large" Construction Activity-Sites or common plans of development equal to or greater than 5 acres) $0 VSMP General/Stormwater Management-Phase H Land Clearing("Small" Construction Activity-Sites or common plans of development equal to or greater than 1 acre and less than 5 Acres) $0 Construction General/Stormwater Management—Small Construction Activity/Land Clearing(Sites within designated areas of Chesapeake Bay Act localities with land disturbance acreage equal to or greater than 2,500 square feet and less than one acre) $0 (DCR 199-145)(10/09) 'i..0, 1 -- - ORIGINAL CHECK HAS MULTIPLE SECURITY FEATURES.PRINTED ON CHEMICAL REACTIVE TONER FUSE PAPER-SEE BACK FOR DETAILS .._ `I Edens __ .R:= �_ _ _ _ - - _ - - 8-Avant. .: ° -, _ - �" __•--r' ' :;BA 1221 Main Street,Suite 1000 -"{` - ' {y r _ -:.y -= PNC BANK,A.A. _ _-- {'t-` = x, -Columbia,SC 29201. {{ =A '' ,Pittsburgh,PA 15219` -__ _430: = ,. 803.779.4420 =} a_ ._.. ,: :e __ h : =a; rX - Date Check No.. - Amount -." 6/2/2011 „,-_,-;2:,:_4=---„--_-',.... {. 00116799 ». (... "SOO.00 r_ :FIVE HUNDRED AND 00/100..."... ..................»...................... :7'._:". PAY r_ VA State Treasurer-Fiscal Division VOID IF NOT CASHED WITHIN 180 DAYS OF DATE OF ISSUE TO THE 1401 East Broad Street I'r ORDER OF Richmond VA 23219 1....,rf0 e )7121.(11..erj....... 11 ... I 11'00 1 16 7990 1:01.30000961: /01929/9061m 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: Nitikrov 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/ End Date Initial Started mass clearing and grading in Section 1 of site. 7/1/14- 10/1/14 ?�G Installed perimeter controls in Sections 1-5. 7/1/14 KG Started mass clearing and grading in Section 3 of site. 8/13/14 xG Installed Sediment Basin #1 8/3/14 17 Construction activity done in Section 1—temporary stabilized No further inspections needed. 10/1/14 �7 ',... Temporarily stabilized stockpile in NE corner of site. / 10/12/14 DE Section 7 of project transferred legal control—as of 10/15/14 10/15/14/ Rif Replaced concrete washout near site trailer. 11/28/14 Installed perimeter controls in Sections 4-5 1/12/15 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: 8. 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; 9. Documentation of replaced or modified controls that have been used inappropriately or incorrectly and where modified as soon as possible; 10. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; 11. All properties that are no longer under the legal control of the operator,and dates of which operator no longer had legal control; 12. The date of any prohibited discharges,the discharge volume released,and what actions were taken to minimize the impact of the release; 13. Measures taken to prevent the reoccurrence of any prohibited discharge;and 14. 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/ End Date Initials t r.el;^J of e1o :o(-\ 41_0A) st CP/25/ / oue_. hccoL cc c clfy‘ c b t Slakes 110°Q2_, b(324 cey'c.J et) -1l3/ 14 Unck.(5catti ciocwtw.ic( de�en .►n cbr • ;s othzae '113/141- YID �.. Pax c4bcormor~ ec S d- c cr- (6/q/Ot Y►� • Storm Water Pollution Prevention Plan Albemarle County, Plan# WPO 200900074 Albemarle Place Action and Location Start Date/ Initial End Date Storm Water Pollution Prevention Plan Albemarle County, Plan# WPO 200900074 Albemarle Place APPENDIX 4 Record of Site Inspections Completed inspections must VPDES EROSION ---...'"Cet1111�' "� be maintained in the SWPPP. CONTROL INSPECTION FORM s"" .ndsohnion.t a DDIEY1 company )roject Name: Albemarle Place WSSI #: 3766.05 Date: 11/3/2014 'came Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 9:00 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 60's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A' YES' 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 El p El 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 la 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® i 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 1l 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 a 8. Are finished cut and fill slopes adequately stabilized? 0 a 9. Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? ® l 10. Do slope faces have drainage or protection from water seeps? a 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 a 13. Is in-stream construction conducted using measures to minimize channel damage? a 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? ® a 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? a 18. Are utility trenches stabilized properly according to the specifications? a 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 a 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? l 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? 0 a 23. When necessary,are dust control measures being properly implemented? ® la 24. Have all deficiencies from previous reports been addressed? is 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 Matt Elliott, CESSWI 1119.41- 1l r 11/3/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland ' - be maintained in the SWPPP. CONTROL INSPECTION FORM S�d'"and "``°`�'in� a DAIRY .company Project Name: Albemarle Place WSSI#: 3766.05 Date: 11/3/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. Mass excavating and grading continues. * Ensure to stabilized the slopes of the sediment basin when applicable. * Construction on the underground detention is reaching completion. * Water truck was in use during the inspection. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION ---...'"�Wetlan -"��* be maintained in the SWPPP. CONTROL INSPECTION FORM dies andsoluwns+t9`. a DAIEY1 company 'roject Name: Albemarle Place WSSI#: 3766.05 Date: 11/3/2014 `Ni..r Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:45 AM Location: South of post-office on Rt. 29 Weather: Sunny, 60's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A1 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? 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, 0 El inspected and repaired to ensure functionality? I 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 1 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 8. Are finished cut and fill slopes adequately stabilized? 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? 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? 13. Is in-stream construction conducted using measures to minimize channel damage? ;a 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? ® a 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)? g' 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? m 23. When necessary,are dust control measures being properly implemented? 24. Have all deficiencies from previous reports been addressed? 1 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 Matt Elliott, CESSWI adr !/i 11/3/2014 `lir Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION '^"'`- Wetlan� "'� be maintained in the SWPPP. CONTROL INSPECTION FORM S`-s'ca'"asol""«s'I°`' a DAIEYt company Albemarle Place 3766.05 11/3/2014 Project Name: WSSI#: Date: Nod item q Date corrected/ (See sheet l) Description of problem, location, and corrective action Initials * No deficiencies found. * Both outfalls were clear. wrM10 Sheet 2 of 2 Completed inspections must VPDES EROSION - —....`" Wetland '•' - be maintained in the SWPPP. CONTROL INSPECTION FORM s" esand Solutions,"4. a DAIEY4 company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 10/28/2014 Nome Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 9:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.09" Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ® Q, 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? ® g 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, ® p inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? El 13 El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ® DI 8. Are finished cut and fill slopes adequately stabilized? El p 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? E 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 E3 Aglow, 13. Is in-stream construction conducted using measures to minimize channel damage? a 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? ® f4 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? 1 CI 0 18. Are utility trenches stabilized properly according to the specifications? El 0 ID 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 g 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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 f4 24. Have all deficiencies from previous reports been addressed? M 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 Matt Elliott, CESSWI 4r6-6t/A-- 10/28/2014 Nruei Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION Cetlan�����" be maintained in the SWPPP. CONTROL INSPECTION FORM `°�'"'" solution`'`0' a OAIEY#°t.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/28/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies to note. Site continues to look great. * Roadway construction has begun. * Construction on the underground detention is reaching completion. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. `rrlf# Sheet 2 of 2 Completed inspections must VPDES EROSION '-***`' etlan.• '''''--- be maintained in the SWPPP. CONTROL INSPECTION FORM Studies andSolnirons,toF a MIA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/28/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete . Time: 10:15 AM ti , Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.09" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ® la 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? p 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 pi 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, E3 0 inspected and repaired to ensure functionality? m. 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? 4 E3 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? j; 8. Are finished cut and fill slopes adequately stabilized? 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? Q 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? 13. Is in-stream construction conducted using measures to minimize channel damage? 14. Are temporary stream crossings of non-erodible material installed where construction equipment El E3 crosses? O': 15. Are all DEQ water quality permit requirements being adhered to? 0 12 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious gi El 0 materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? a 18. Are utility trenches stabilized properly according to the specifications? 0 0 CI 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ra 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? Q 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? h. 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? 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 Matt Elliott, CESSWI gir C66154 10/28/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION '"---'�etland ���" • be maintained in the SWPPP. CONTROL INSPECTION FORM ''"and So'"pOas''°G. a OAEY4 company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/28/2014 Nod Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies to note. * Both outfalls were clear. Sheet 2 of 2 Completed inspections must VPDES EROSION - --...`" Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM s /ndSoltl°pnMtO4 a IMEY4 company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/22/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction 'a..• Time: 9:00 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Cloudy, 60's Weekly Rainfall(in.): 0.07" Item# Inspection Questions ' . N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 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? ® p El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR El Ea 0 grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, El inspected and repaired to ensure functionality? ® Q 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 12. 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ® p 8. Are finished cut and fill slopes adequately stabilized'?' 0 E2 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or Q fill slopes? 10. Do slope faces have drainage or protection from water seeps? 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? ® E2 ❑ 13. Is in-stream construction conducted using measures to minimize channel damage? Q El 0 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 Q 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? ® Q 17. Is re-stabilization of in-stream construction complete before leaving the area? g' 0 0 18. Are utility trenches stabilized properly according to the specifications? Q 0 El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ® q 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from E3 E3 0 soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been li © 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 lci 24. Have all deficiencies from previous reports been addressed? M 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 Matt Elliott, CESSWI Ploir 661.k— 10/22/2014 Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION '- —"�eClan���..� be maintained in the SWPPP. CONTROL INSPECTION FORM fWies and Sol°o •1°‘'- a DMA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/22/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found during the inspection.Site'continues to look good. * Construction on the underground detention ig'rd'aching completion. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for,longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. • Sheet 2 of 2 Completed inspections must VPDES EROSION Wetlan '''' be maintained in the SWPPP. CONTROL INSPECTION FORM Sr"d'aNas°1utons,Wc. i a DANA company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 10/22/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:45 AM Location: South of post-office on Rt. 29 Weather: Cloudy, 60's Weekly Rainfall(in.): 0.07" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? in a 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 t Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? a © 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? a 0 8. Are finished cut and fill slopes adequately stabilized? ® m 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? a 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? © a fro► 13. Is in-stream construction conducted using measures to minimize channel damage? a 0 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? © Et 0 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? © 0 17. Is re-stabilization of in-stream construction complete before leaving the area? a 0 18. Are utility trenches stabilized properly according to the specifications? ® ❑ 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? a 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? a 24. Have all deficiencies from previous reports been addressed? a 1 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 Matt Elliott, CESSWI 411jr r 10/22/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION "'-- wetlana be maintained in the SWPPP. CONTROL INSPECTION FORM Sh460 and pO°n`',� a DONE14 company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/22/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * Both outfalls were muddy due to the rain events. Nod Sheet 2 of 2 Completed inspections must VPDES EROSION ''...--Cetlanc'-����-- bemaintained in the SWPPP. CONTROL INSPECTION FORM s .and Solutions, . a DAISY .company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/16/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 9:45 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Cloudy, 60's Weekly Rainfall(in.): 1.90" Item# Inspection Questions N/Al YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑ Ii 2 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or El m El 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 Q 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? ® a 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 E{ 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? © a 0 8. Are finished cut and fill slopes adequately stabilized? ® a 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? Q 10. Do slope faces have drainage or protection from water seeps? E2 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? a 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 a 0 "'+`"' 13. Is in-stream construction conducted using measures to minimize channel damage? Q 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 Q 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? ® Q 17. Is re-stabilization of in-stream construction complete before leaving the area? la 0 18. Are utility trenches stabilized properly according to the specifications? Ci 0 El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ® Q 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? j 21 Have all temporary control structures that are no longer needed been removed and such areas been - stabilized? e{ 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 lm 24. Have all deficiencies from previous reports been addressed? Fi 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 Matt Elliott, CESSWI 010,0 � 10/16/2014 Print Name Signature Date Sheet lof2 Completed inspections must VPDES EROSION etland be maintained in the SWPPP. CONTROL INSPECTION FORM t"di"and Solutions,►I*4 a OAIEY1.company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/16/2014 Item# Date corrected/ (See sheet 1) Description of problem, location,and corrective action Initials * No deficiencies found and the site held up well through the recent rain events.The site was mostly inactive. *** Ensure the recently cleared area at the Northern perimeter of the site next to the paved parking lot is either contained with silt fence or stabilized if applicable. * Construction on the underground detention is reaching completion. • Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to * stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION * --....`'(ifetlan ''''' be maintained in the SWPPP. CONTROL INSPECTION FORM stk+And solutions,to` a O01Y4 company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/16/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 10:30 AM Location: South of post-office on Rt. 29 Weather: Cloudy, 60's Weekly Rainfall(in.): 1.90" Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ® E 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 el 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5. inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? E{ 0 El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? E3 0 8. Are finished cut and fill slopes adequately stabilized? 0 Ezi 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? Q 10. Do slope faces have drainage or protection from water seeps? ei 0 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? I 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? © g ttii..r 13. Is in-stream construction conducted using measures to minimize channel damage? 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? E3 15. Are all DEQ water quality permit requirements being adhered to? 0 Q 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious m El CI materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? Ii 0 El 18. Are utility trenches stabilized properly according to the specifications? Iii 0 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Ci 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from i2 0 El soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? ® 0 23. When necessary,are dust control measures being properly implemented? gi 24. Have all deficiencies from previous reports been addressed? Q 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. NT-rhis report was written by Matt Elliott, CESSWI / 10/16/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM ""a°'"tions,".. a DANA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/16/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the new outfall was clear, and the old outfall was muddy. Sheet 2 of 2 Completed inspections must VPDES EROSION - --..*`'�etlanr''' ' be maintained in the SWPPP. CONTROL INSPECTION FORM • a(fMIKA company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/9/2014 „. Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 9:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 70's Weekly Rainfall(in.): 1.13” Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ® 0 protected with sediment trapping measures?Are off-site areas included in the E&S plans? ® Q 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑ Q 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? ® 12 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ® p 8. Are finished cut and fill slopes adequately stabilized? 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? 1 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 E3 '`o"" 13. Is in-stream construction conducted using measures to minimize channel damage? Q 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? tz 15. Are all DEQ water quality permit requirements being adhered to? Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious 16. materials and are related protective measures adequate? 0 17. Is re-stabilization of in-stream construction complete before leaving the area? 0 18. Are utility trenches stabilized properly according to the specifications? ® a 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ® 12 0 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21. Have all temporary control structures that are no longer needed been removed and such areas been stabilized? Q E3 El 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? 24. Have all deficiencies from previous reports been addressed? 0 ia 1—N/A:not applicable; the non-compliance regain rIf a box s checkedNOple se see attached sheet for issue of and corrective action necessary to VPDES compliance. Iits report was written by Matt Elliott, CESSWI � 10/9/2014 Print Name Signature Date Sheet 1 of 2 '_"'-'�etlancD' Completed inspections must VPDES EROSION �o� be maintained in the SWPPP. CONTROL INSPECTION FORM and S lud ns. a DMA company Albemarle Place 3766.05 Date: 10/9/2014 Project Name: WSSI#: Date corrected/ NS Ite Description of problem, location,and corrective action Initials (See sheet t 1) * No deficiencies found. *** Ensure the recently cleared area at the Northern perimeter of the site next to the paved parking lot is either contained with silt fence or stabilized if applicable. * Construction on the underground detention is reaching completion. * All drop inlets along District Ave. remain in good condition. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. 1 Sheet 2 of 2 Completed inspections must VPDES EROSION ' '.`"Cetlan�r•••� be maintained in the SWPPP. CONTROL INSPECTION FORM sr aea5ulvrions•t9G. a OAEY `.company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/9/2014 '"*"' Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 10:15 AM Location: South of post-office on Rt. 29 Weather: Sunny, 70's Weekly Rainfall(in.): 1.13" Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 Q 0 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' 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 R 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? Q 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? a 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q 8. Are finished cut and fill slopes adequately stabilized? 0 a 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? f 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 a Nor- 13. Is in-stream construction conducted using measures to minimize channel damage? 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 a 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? Q ® 0 18. Are utility trenches stabilized properly according to the specifications? a ® 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Q ® 0 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? a 0 24. Have all deficiencies from previous reports been addressed? a 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. Nour This report was written by Matt Elliott, CESSWI 4/6V 10/9/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM Syd'a+anasautiomal DMA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/9/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the new outfall was clear,and the old outfall was slightly stained. Sheet 2 of 2 Completed inspections must VPDES EROSION Wetlan�'-•••� be maintained in the SWPPP. CONTROL INSPECTION FORM sructie. nd solution.1°( a DMA company Project Name: Albemarle Place WSSI#: 3766.05 Date:Noir Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 1:45 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Cloudy, High 70's Weekly Rainfall(in.): 0.70" Item# Inspection Questions N/A1 YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p, 0 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or 2. protected with sediment trapping measures?Are off-site areas included in the E&S plans? ® Q El 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 E2 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® m grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, El Ki El inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? ® q El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 43 0 8. Are finished cut and fill slopes adequately stabilized? 0 Q 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? p 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 j{ Na..... 13. Is in-stream construction conducted using measures to minimize channel damage? >*{ 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? l 15. Are all DEQ water quality permit requirements being adhered to? 0 l 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? a 0 El 18. Are utility trenches stabilized properly according to the specifications? fa 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 E El 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? p 21 Have all temporary control structures that are no longer needed been removed and such areas been 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 p 24. Have all deficiencies from previous reports been addressed? 43 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 Matt Elliott 441— 6- 10/3/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION CWetlan�� " be maintained in the SWPPP. CONTROL INSPECTION FORM `"di"d Solutions,1°` a DWI company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/3/2014 Item# Date corrected/ (See sheet s) Description of problem, location, and corrective action Initials * No deficiencies noted. * Roadway construction has begun. * Construction on the underground detention is reaching completion. * All drop inlets along District Ave. remain in good condition. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM StWie∎And Solutions.Inc. a DAISY .company Project Name: Albemarle Place WSSI#: 3766.05 Date: 10/3/2014 §... Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 2:30 PM Location: South of post-office on Rt. 29 Weather: Cloudy, High 70's Weekly Rainfall(in.): 0.70" Item# Inspection Questions N/Al 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? Ki 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? ® Q 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? K! 0 El 8. Are finished cut and fill slopes adequately stabilized? El gi 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? 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, E3 0 specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 13. Is in-stream construction conducted using measures to minimize channel damage? j3 El 0 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? 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? Q 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? g 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? ® Q 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? 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 Matt Elliott 10/3/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM "`'" "taDAIEY company Project Name: Albemarle Place WSSI ft: 3766.05 Date: 10/3/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials No deficiencies found. The water at the new outfall remains stained, and the old outfall was clear. Nied Sheet 2 of 2 Completed inspections must VPDES EROSION ,..-••., Wetland �����'" be maintained in the SWPPP. CONTROL INSPECTION FORM 4'4.and Solnt;onub* a DAIEY' 'company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/29/2014 '"' Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 3:30 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Cloudy, High 70's Weekly Rainfall(in.): 0.54" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p ❑ 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ® F3 ❑ 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? ❑ © ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ © ❑ grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ 5' ®inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? ❑ K{ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ❑ p 8. Are finished cut and fill slopes adequately stabilized? 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? El a El 10. Do slope faces have drainage or protection from water seeps? Kt 0 ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ mr El specifications,and/or standards? i 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ❑ Q ❑ vospor 13. Is in-stream construction conducted using measures to minimize channel damage? p ❑ ❑ 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? ❑ MI ❑ 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? q ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? Ki ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 p ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? ® Q El 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ p ❑ 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? K{ 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. AT This report was written by Matt Elliott 9/29/2014 diltter---. Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM and Solutions, '°` �t a OIAIEY2'.compan° Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/29/2014 svori Item a Date corrected/ (See sheet 1) Description of problem, location,and corrective action initials * No deficiencies to note,site continues to look good. * Construction on the underground detention is reaching completion. * All drop inlets along District Ave. remain in good condition. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION ....`"Cetlan������ be maintained in the SWPPP. CONTROL INSPECTION FORM sti' "Od ppp'f''O`. a DANA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/29/2014 stamp` Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 4:20 PM Location: South of post-office on Rt. 29 Weather: Cloudy, High 70's Weekly Rainfall(in.): 0.54" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑ p ❑ Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or ❑ 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans?pping measures. ans.?. 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑ © ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? ❑ Q ❑ 5 Are perimeter and other erosion and sediment control structures and systems being maintained, inspected and repaired to ensure functionality? Q 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? p ❑ ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? p 0 ❑ 8. Are finished cut and fill slopes adequately stabilized? ❑ f Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or 9' fill slopes? l 10. Do slope faces have drainage or protection from water seeps? 0 ❑ ❑ it Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, a ® ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 13. Is in-stream construction conducted using measures to minimize channel damage? p ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment El 0 crosses? Q 15. Are all DEQ water quality permit requirements being adhered to? ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious E3 0 materials and are related protective measures adequate? Q. 17. Is re-stabilization of in-stream construction complete before leaving the area? Q 0 ❑ 18. Are utility trenches stabilized properly according to the specifications? Q ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Q ❑ 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from El 0 soil and mud? F 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? p 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? Q ❑ 23. When necessary,are dust control measures being properly implemented? a 24. Have all deficiencies from previous reports been addressed? 0 ❑ i 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. NIT-This report was written by Matt Elliott gok...e.-1-totr/ 9/29/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Cetlan • � `' be maintained in the SWPPP. CONTROL INSPECTION FORM �d'"and Solutions."c". a DANA compan Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/29/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies to note. * The water at the new outfall remains stained,and the old outfall was clear. Sheet 2 of 2 Completed inspections must VPDES EROSION ''...""�etlanc'-...�- be maintained in the SWPPP. CONTROL INSPECTION FORM S"' andsolorions.1P‘" a DMA company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 9/23/2014 *ow° Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 4:30 PM Location: South of post-office on Rt. 29 Weather: Cloudy, 70's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑ p ❑ Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans? Q ❑ ❑ 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑ © ❑ 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? p ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? p ❑ 8. Are finished cut and fill slopes adequately stabilized? 0 Di ❑ 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? M 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? ❑ p ❑ Now 13. Is in-stream construction conducted using measures to minimize channel damage? © ❑ ❑ 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? ❑ DI ❑ 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? E3 El 17. Is re-stabilization of in-stream construction complete before leaving the area? p 0 ❑ 18. Are utility trenches stabilized properly according to the specifications? Q ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p ❑ 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? Q ❑ 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? F3 ❑ El 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ El 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? Ki ❑ I 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 Matt Elliott t 9/23/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM "'°asa°°°"`t°•• a EA IY4.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/23/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the new outfall was stained, and the old outfall's water was clear. Sheet 2 of 2 �••• Wetland Completed ins p ections must VPDES EROSION �""••� be maintained in the SWPPP. CONTROL INSPECTION FORM S'"die*and Solu .lo` a DANA company 'roject Name: Albemarle Place WSSI#: 3766.05 Date: 9/23/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 4:00 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Cloudy, 70's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/Al YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑ p Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or 2' El 12 El protected with sediment trapping measures?Are off-site areas included in the E&S plans. p pping measures. 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑ © ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ © ❑ grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, l3 ❑ 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? ❑ p ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ❑ M ❑ 8. Are finished cut and fill slopes adequately stabilized? ❑ Q ❑ 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? I1 ❑ ❑ 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ 13 ❑ specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ❑ p ❑ Now 13. Is in-stream construction conducted using measures to minimize channel damage? p ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment q ❑ ❑ crosses? 15. Are all DEQ water quality permit requirements being adhered to? ❑ © ❑ 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? M ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? Q ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 M ❑ 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from ❑ soil and mud? ❑ D 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? © © El 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ❑ p ❑ erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? 0 p ❑ 24. Have all deficiencies from previous reports been addressed? p 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. This report was written by Matt Elliott 4Ur eCt ` 9/23/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION ietlanD be maintained in the SWPPP. CONTROL INSPECTION FORM s '" s°''"'°°`'"‘ a DANA compan Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/23/2014 Item a Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found during the inspection. „* Ensure the stockpile at the corner of District Ave. and Rt.29 is completely contained in silt fence as a portion had been taking down. * Construction on the underground detention is still active. * Water truck was in use at the time of inspection. * All drop inlets along District Ave. remain in good condition. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION ''..."Cetlanc'--..�-- be maintained in the SWPPP. CONTROL INSPECTION FORM s�'4,and Solutions.tO` a DAIEY1 company Project Name: Albemarle Place WSSI tt: 3766.05 Date: 9/17/2014 *N. Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:30 PM Location: South of post-office on Rt. 29 Weather: Sunny, 70's Weekly Rainfall(in.): 0.05" Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p' 0 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans? Q ❑ O 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 p 0 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ Q 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? Ea El El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 13 8. Are finished cut and fill slopes adequately stabilized? 0 Q 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? al ID 0 10. Do slope faces have drainage or protection from water seeps? a 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? El p 0 4..'"' 13. Is in-stream construction conducted using measures to minimize channel damage? p ❑ 0 14. Are temporary stream crossings of non-erodible material installed where construction equipment Q crosses? 15. Are all DEQ water quality permit requirements being adhered to? ® p 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? 12 18. Are utility trenches stabilized properly according to the specifications? 12 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Ii 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? F3 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? E 24. Have all deficiencies from previous reports been addressed? a 0 CI 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 Matt Elliott EL---- 9/17/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION �•••,CWetlan�����" be maintained in the SWPPP. CONTROL INSPECTION FORM S"di-and sol.60 ,100 a DAIEYI company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/17/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials No deficiencies found. Both outfalls were clear. • Nod Sheet 2 of 2 Completed inspections must VPDES EROSION '-...`' etlarik----- be maintained in the SWPPP. CONTROL INSPECTION FORM Studies and Suluoons•'O4 a DAVIE14 company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/17/2014 Niro, Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 70's Weekly Rainfall(in.): 0.05" Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ❑ p ❑ Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or © ❑ 2' El 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? ❑ p ❑ 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ❑ m El grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ Q ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 a ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ❑ p ❑ 8. Are finished cut and fill slopes adequately stabilized? ❑ © ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ❑ p ❑ fill slopes? 10. Do slope faces have drainage or protection from water seeps? Ci 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? ❑ p ❑ .► 13. Is in-stream construction conducted using measures to minimize channel damage? Q ❑ ❑ 14. Are temporary stream crossings of non-erodible material installed where construction equipment ❑ ❑ DI 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 ® f3 ❑ materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? CI ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? Q ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 p El 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? © E3 ❑ 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? ❑ a ❑ 24. Have all deficiencies from previous reports been addressed? p 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 Matt Elliott 11)X e i 9/17/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM sWandSoluao��•aD DANA.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/17/2014 Noe Item# Date corrected/ (See sheet 1) Description of problem, location,and corrective action Initials * No deficiencies to note. * SWPPP coordinator page has been signed and placed in the new 2014 SWPPP. * Construction on the underground detention is still active. * Water truck was in use at the time of inspection. Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days.Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION ''...`'�etlan�r''"---- be maintained in the SWPPP. CONTROL INSPECTION FORM �'d'f+and Solucioo•'`P' a DMA.company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 9/11/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 1:00 PM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.03" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ® p 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? Q 0 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 p ❑ 4. Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? ® Q 5 Are perimeter and other erosion and sediment control structures and systems being maintained, inspected and repaired to ensure functionality? ❑ Q ❑ 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 13 ❑ ❑ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? p' ❑ 8. Are finished cut and fill slopes adequately stabilized? ❑ l3 ❑ 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? Q ❑ 10. Do slope faces have drainage or protection from water seeps? Q 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, El specifications,and/or standards? m ❑ 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ❑ m ❑ 'law 13. Is in-stream construction conducted using measures to minimize channel damage? p ❑ ❑ 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 13 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? E3 © ❑ 17. Is re-stabilization of in-stream construction complete before leaving the area? © ❑ ❑ 18. Are utility trenches stabilized properly according to the specifications? Q ❑ ❑ 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p ❑ ❑ 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? El E3 a 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? ® 0 23. When necessary,are dust control measures being properly implemented? a ❑ 24. Have all deficiencies from previous reports been addressed? M 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 Matt Elliott Ar fel3k . 9/11/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM Ndi"and cation 9 a MOM company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/11/2014 Item a Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the old outfall was clear, and the new outfall was slightly stained. Niad Sheet 2 of 2 Com p leted inspections p must VPDES EROSION . Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM d'"'°a °°°"'1°` a OIIIEY4 company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 9/11/2014 44111".' Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 12:10 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.03" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? © p 0 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or E3 Ezt 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? ❑ p 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, p El inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? © p 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 Q 8. Are finished cut and fill slopes adequately stabilized? ❑ 13 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or El fill slopes? 10. Do slope faces have drainage or protection from water seeps? p 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, El specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 M Nins 13. Is in-stream construction conducted using measures to minimize channel damage? M ❑ 0 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? Ki 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious 0 E3 El materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? M 0 0 18. Are utility trenches stabilized properly according to the specifications? p 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 13 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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 I( 24. Have all deficiencies from previous reports been addressed? a 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 Matt Elliott gifir-6;612 9/11/2014 Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION �� � be maintained in the SWPPP. CONTROL INSPECTION FORM s'" "ndSolutions,°4 a WIWI company Project Name: Albemarle Place WSSI#: 3766.05 Date: 9/11/2014 void Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action initials *** Met with DEQ and county to preform a site walk to evaluate the area. No issues were found. *** All county deficiencies have been addressed and corrected. * Areas surrounding the bypass drop inlet have been stabilized along with the denuded slope of the main sediment basin. * Sediment trap has been constructed above the main bypass drop inlet. * New silt fence protections have been installed at all drop inlets. * Construction on the underground detention is still active. * Water truck was in use at the time of inspection. Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days.Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. Ned • Sheet 2 of 2 Completed inspections must VPDES EROSION r �'r 'Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM S"d'°indS°I°`ions. a D EY*company Project Name: Estates at Mountain Brook aka Madison Grove WSSI#: 22406.01 Date: 9/5/2014 Permittee: Elm Street Development Contractor: S.W. Rogers Time: 12:10 PM Location: Culpeper, VA Weather: Sunny, 80's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 0 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or 2' 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 p' 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® ® p 4' grubbing)? _ Are perimeter and other erosion and sediment control structures and systems being maintained, 5' ® Q 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 p 8. Are finished cut and fill slopes adequately stabilized? 0 Q 0 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ® p 9' fill slopes? 10. Do slope faces have drainage or protection from water seeps? 1 0 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, El M specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 p -Nosy 13. Is in-stream construction conducted using measures to minimize channel damage? 0 ;E 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 Q' 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? p; 18. Are utility trenches stabilized properly according to the specifications? E3 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? M 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from ® soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been ® stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, DI El erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? p 0 0 24. Have all deficiencies from previous reports been addressed? 0 0 i 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. Ntowl This report was written by Matt Elliott 9/5/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM St 4dies and Solutions a DAIEYI company Project Name: Estates at Mountain Brook aka Madison Grove WSSI#: 22406.01 Date: 9/5/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials 1,4, 24 The area located behind the silt fence at the north-western pump house adjacent to the sanitary easement is scheduled to be stabilized in the coming weeks.The entire area is to be regraded. 4,24 Silt fence should be installed on east side of Kingsbrook Road(north end)where denuded strip is adjacent to stream channel and outfall. 11 The storm inlets located at the recently poured curb and gutter need to have inlet protection installed along with silt fence installed behind the curb where applicable. *** All slopes should be stabilized around the sediment basin located behind Palomino Ct.when final grade is reached. * Ensure any conveyance channels are stabilized. * Ensure to stabilize the sanitary easement when work is done in that area. * Any denuded areas or stockpiles that remain dormant longer then 14 days need to be stabilized. * Ensure public roads are kept clean and construction entrances are refreshed as needed. * Ensure E&S controls are monitored and maintained. Sheet 2 of 2 ..- Wtlan ' Completed inspections must VPDES EROSION m be maintained in the SWPPP. CONTROL INSPECTION FORM Sryd'"'"d °"°°`awr, com company Project Name: Fawn Lake WSSI #: 22428.01 Date: 9/5/2014 '"'"'' Permittee: M/I Homes Contractor: M/I Homes of DC, LLC. Time: 11:00 AM Location: Fredericksburg, Virginia Weather: Sunny, 80's Weekly Rainfall(in.): 0.04" Item# Inspection Questions N/A1 YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p 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? p El 0 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® E{ EI grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, p 5' ®inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? p 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? M 8. Are finished cut and fill slopes adequately stabilized? p; El 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or p fill slopes? 10. Do slope faces have drainage or protection from water seeps? p 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ p specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? p 0 ❑ Nv.r 13. Is in-stream construction conducted using measures to minimize channel damage? p 14. Are temporary stream crossings of non-erodible material installed where construction equipment p crosses? 15. Are all DEQ water quality permit requirements being adhered to? p 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? ® p 17. Is re-stabilization of in-stream construction complete before leaving the area? 18. Are utility trenches stabilized properly according to the specifications? ® Q El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ® p El soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been 21. stabilized? p E3 0 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? p 24. Have all deficiencies from previous reports been addressed? p 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. N,, This report was written by Matt Elliott i'D�'� 9/5/2014 IPrint Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM md;ft and sd°"""'1 a DANA company Project Name: Fawn Lake WSSI#: 22428.01 Date: 9/5/2014 Item# To be corrected Date corrected/ (See sheet 1) Description of problem, location, and corrective action by(date): Initials * All lots looked good and no deficiencies were found. *** The concrete washout is being maintained by an independent contractor. * Ensure any denuded soil that has been dormant for longer then 14 days gets stabilized. * Continue to monitor all E&S controls and repair/maintain as needed. Sheet 2 of 2 Completed inspections must VPDES EROSION ''...`—"�etlan��...�- be maintained in the SWPPP. CONTROL INSPECTION FORM `ridk+and soluaou..1°. a CWEY#.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/29/2014 '11"' Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:00 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 D' 0 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or ® D 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 D Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? DE 0 5 Are perimeter and other erosion and sediment control structures and systems being maintained, El gi El inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? 0 D 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ® D El 8. Are finished cut and fill slopes adequately stabilized? ® KI Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or 9' fill slopes? DI 0 10. Do slope faces have drainage or protection from water seeps? D 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ® D DI specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 D' Nivime 13. Is in-stream construction conducted using measures to minimize channel damage? g 0 0 14. Are temporary stream crossings of non-erodible material installed where construction equipment DI El 0 crosses? 15. Are all DEQ water quality permit requirements being adhered to? 0 D 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious El Ki El materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? D 18. Are utility trenches stabilized properly according to the specifications? ' D 0 El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ® D El 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? M El 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? ® Q' 23. When necessary,are dust control measures being properly implemented? 0 D 24. Have all deficiencies from previous reports been addressed? 0 Q 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. ,.,,401 This report was written by Matt Elliott O Ci .. 8/29/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM Stidur and Solutions, a ONLY '.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/29/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials West end of the sediment basin has be regraded correcting the prior deficiency. Ensure the area is stabilized when work is finished in the area. • Construction on the underground detention is still active. * Maintain drop inlet silt fence protections as needed. • Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. • Ensure to stabilize all conveyance channels as needed. * Ensure E&S controls are monitored and maintained throughout site. NIS Sheet 2 of 2 Completed inspections must VPDES EROSION ����`� Wetland �����"" be maintained in the SWPPP. CONTROL INSPECTION FORM S dies and solutions,W' a DAVEY*company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/29/2014 Nair' Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:15 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.00" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 MI 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 p: 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? ® Q Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? M 0 E3 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? a 8. Are finished cut and fill slopes adequately stabilized? ® DI 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? IM 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, MI 0 El specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ® MI 13. Is in-stream construction conducted using measures to minimize channel damage? Q 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? 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? IM 18. Are utility trenches stabilized properly according to the specifications? a El E3 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p, 20. Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? ® Q: 21 Have all temporary control structures that are no longer needed been removed and such areas been 0 E3 stabilized? Q 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? F 24. Have all deficiencies from previous reports been addressed? MI 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 Matt Elliott 8/29/2014 Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION '-•..—�etland® ''''~' be maintained in the SWPPP. CONTROL INSPECTION FORM ad" and " :a,n DANA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/29/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the new outfall was cloudy and the old outfall was clear. Nod Sheet 2 of 2 Completed inspections must VPDES EROSION '�•••'-'�etlan��•••�- bemaintained in the SWPPP. CONTROL INSPECTION FORM s`--'"and u°°""'°` a MEY .company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/25/2014 '''•w- Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 7:30 AM Location: South of post-office on Rt. 29 Weather: Sunny, 70's Weekly Rainfall(in.): 3.74" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p El Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or C3 2• protected with sediment trapping measures?Are off-site areas included in the E&S plans? El 0 3. Does permanent vegetation provide adequate stabilization for completed project areas? ® DI 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, ® Q 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? p_ 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q 0 El 8. Are finished cut and fill slopes adequately stabilized? ® p El 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? DI 0 El 10. Do slope faces have drainage or protection from water seeps? DI El 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? Q 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 DI' 13. Is in-stream construction conducted using measures to minimize channel damage? M 0 El 14. Are temporary stream crossings of non-erodible material installed where construction equipment 0 El crosses? Q 15. Are all DEQ water quality permit requirements being adhered to? ® p El 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious ® p materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? p El 0 18. Are utility trenches stabilized properly according to the specifications? 13 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Q 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? ® Q El 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? Q; 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, erosion,flooding,and sedimentation?Has encroachgnent,gutside of the project limits been prevented? M El El 23. When necessary,are dust control measure .Fle�+�po �l�ented? DI 24. Have all deficiencies from previous repARi n . -��+ , ed? ••••y.;\ Q 0 0 • 1-N/A:not applicable;2—YES:All item'relatid t. 1 ;..•.;,.• ements,plops,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the attached sheet f• •f non-complianciand lorrective action necessary to regain VPDES compliance. as CPESC of This report was written by Daniel Fisk, Cit . •V ' % � 8/25/2014 Daniel L.Fisk ' Pri'\I�n e No.3712 , . Signature Date L ��. CA Sheet 1of2 Completed inspections must VPDES EROSION �•..---etla D--..." be maintained in the SWPPP. CONTROL INSPECTION FORM "'d'aa"dSoluri a DIMEV ,company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/25/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the old outfall was extremely cloudy and sediment laden. New outfall was clear. . t' :-b' '44 4 s a- Sheet 2 of 2 p inspections VPDES EROSION Cetlan� Completed ins ections must ""' �"'�-- be maintained in the SWPPP. CONTROL INSPECTION FORM S"'dk•andsomvons,io a DIVEY' `.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/25/2014 ,i..- Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:00 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 70's Weekly Rainfall(in.): 3.74" Item # Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 0 p Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' 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 h' 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ p inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? ® M 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 8. Are finished cut and fill slopes adequately stabilized? 0 p Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or ® p g' fill slopes? 10. Do slope faces have drainage or protection from water seeps? p 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ® Q, El specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 q *"""'` 13. Is in-stream construction conducted using measures to minimize channel damage? I 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 p 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious ® p materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? p El C3 18. Are utility trenches stabilized properly according to the specifications? p 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 p 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? ® i3 21. Have all temporary control structures that are no longer needed been removed and such areas been 0 E3 stabilized? Q 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 beir trnpjemented? 0 I1 ---- s �. 24. Have all deficiencies from previous reports. p�1.1.--ssed?•. �p •. p <4• NI/ s•,9es 1—N/A:not applicable;2—YES:All items rQla(Ad/o contra pl s cifications,standards,and permits are being satisfied contra..„,,:.. ..-- �t' ' If a box is checked`NO'please see the attached shfet '1���;,• p iance►end�rrective action necessary to regain VPDES compliance. This report was written by L CPESC ; Daniel Fisk, CI? ��_ 8/25/2014 Prihtttrne Daniel L.Fisk ,•• f Signature Date ` if j%. No.3712 •,•'CG/ ti• P •••.4ND sEDS.,,...' Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM "'d >nasol°"°0`'1°4� a DAIW .company Project Name: Albemarle Place WSSI #: 3766.05 Date: 8/25/2014 Nod Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials 1 West end of sediment basin has severe gully erosion. Gullys should be graded out and slopes should have temporary stabiliation. * Construction on the underground detention is still active. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. • L L }�#` Sheet 2 of 2 Completed inspections must be maintained in the SWPPP. VPDES EROSION CONTROL INSPECTION FORM �etlan�� Project Name: Albemarle Place 5��+"d Solutions,ln�� �► Permittee: Albemarle Place E WSSI#: 3766.05 AAP LLC ar compan Location: Intersection of Rt.29& Hydraulic Rd. Contractor: Faulconer Construction Date: 8/19/2014 EXWeather: Sunny, 80's Time: 9:30 AM Inspection Weekly Rainfall(in.): 0.02" ®Have all denuded areas requiring temporary o tion Questions 11111 Have disposal/borrow and soil stockpiles(on site permanent and off-site)stabilization been stabilized? N/A' NO protected with sediment trapping measures? been stabilized with seeding ❑ a ❑ Ell permanent vegetation provide adequate stabilization off off-site areas included in the E&S plans? and/or 4. Have perimeter controls been constructed as a first te n for completed project areas? 0 ❑ Ellgrubbing)? step land disturbing activities(includes clearing OR ❑ ❑ ❑ Are perimeter and other erosion and sediment control structures and repaired to ensure functionality? ❑ ❑ ❑ tires and systems being maintained, ❑ 0 ❑ 6. Have earthen structures,such as dams,dikes,and diversions,been imm Have sediment basins and traps been constructed dlately stabilized? according to plans,specifications,and/or standards? ❑ ® ❑ d accordi all Are finished cut and fill slopes adequately stabilized? 9 Is concentrated water flowing through adequate slope drains,flumes slopes? mes,or non-erodible channels on cut or 0 CI E3 10. Do slope faces have drainage or protection from water seeps? 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ❑ ❑ ❑ I 12. Are stormwater conveyance channels stabilized with chann g /or outlet protection? 13. Is in-stream construction conducted using el linin and ❑ ❑ ❑ 14. Are temporary stream crossings of non-erodible material installie channel damage? crosses? d where construction equipment ❑ ❑ ❑ ®Are all DEQ water quality q y permit requirements being adhered to? 0 ❑ ❑ 16. Are material/equipment handling/storage areas clean and free of spills,leaks,and are related protective measures adequate? Cl ❑ ®Is re-stabilization of in stream construction complete s.or other deleterious 18• Are utility trenches stabilized properly plete before leaving the area? ❑ ❑ ❑ y p perly accordin ❑ 19• Is effluent from dewatering operations to the specifications? X ❑ ❑ g Aerations being filtered(including in-stream structure dewatering)? ® ❑ 20. Are construction entrances adequately soil and mud? q y protected,being 0 ❑ ellHave all temporary control structures that are no longer n maintained,and paved roadways kept clean from ❑ nistabilized? needed been removed and such areas been Are properties and waterways adjacent to development ad erosion,flooding,and sedimentation? ❑ equately protected from Has encroachment outside of the project limits P been prevented? © X When necessary,are dust control measures being properly Mil 24. Have all deficiencies from previous reports been add essed.addressed? 0 ❑ 1—N/A:not applicable;2—YES:All items related to contract re If a box is :not applicable please see the attached m related sheet for contract r non-compliance requirements,plans,specifications, mpliance and corrective action necessary and permits are being '�rw eport was written by to regain WOES omp)ante. Matt Elliott Print Name ' Signature 8/19/2014 Date Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM s„,,, --"°, °`io"""c a OIIEY1.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/19/2014 Item u Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found during the site inspection,site continues to remain compliant. * Construction on the underground detention is still active. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. Auld Sheet 2 of 2 Com p leted ins p ections must VPDES EROSION �-• Wetland ,--"•,_, be maintained in the SWPPP. CONTROL INSPECTION FORM Studies and soluaona,1°' a DAIEY .company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/19/2014 Niolup, Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 10:15 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.02" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 Q, 0 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans? Q El 0 3. Does permanent vegetation provide adequate stabilization for completed project areas? 0 p Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4. grubbing)? ® Q, Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? El E3 EI 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? ea 0 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q CI 0 8. Are finished cut and fill slopes adequately stabilized? 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? E3 ID 0 10. Do slope faces have drainage or protection from water seeps? 13 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, !3 Q specifications,and/or standards? I 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? Q Di *""" 13. Is in-stream construction conducted using measures to minimize channel damage? E3 0 0 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 Ki 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? 2 18. Are utility trenches stabilized properly according to the specifications? Q 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Q 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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? p 24. Have all deficiencies from previous reports been addressed? Q El 0 i 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 Matt Elliott (mit 8/19/2014 I Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION Cetlan�� " be maintained in the SWPPP. CONTROL INSPECTION FORM tudk+and Solutions,inc. a DA1EY1 company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/19/2014 rrrrf Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials No deficiencies found. The water at the old outfall was clear and the new outfall was slightly stained. Nod Sheet 2 of 2 Completed inspections must VPDES EROSION r Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM Studies and sd° %°` a wrEv4 company. Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/13/2014 Nrr✓ Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 1.09" Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? © t 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or gi El 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 i3 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, 0 fa El 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? El a 8. Are finished cut and fill slopes adequately stabilized? 0 Q 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or Q fill slopes? 10. Do slope faces have drainage or protection from water seeps? a 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? ® 13 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ® o 0 13. Is in-stream construction conducted using measures to minimize channel damage? p 14. Are temporary stream crossings of non-erodible material installed where construction equipment El 0 crosses? 15. Are all DEQ water quality permit requirements being adhered to? ® Q 0 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious Q materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? la © 0 18. Are utility trenches stabilized properly according to the specifications? Ki 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 or 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? 21. Have all temporary control structures that are no longer needed been removed and such areas been 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? ® I 24. Have all deficiencies from previous reports been addressed? a El 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. This report was written by Matt Elliott � 8/13/2014 Print Name Signature Date Sheet 1of2 Completed inspections must VPDES EROSION '- —'�etland` be maintained in the SWPPP. CONTROL INSPECTION FORM "'d"""dsoludo ''�® OAIEY4 compam Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/13/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * Construction on the underground detention is still active. Dewatering of the sediment basin was occurring during the inspection due to the rain event on Tuesday. * Ensure to stabilize any denuded areas/stockpiles that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. Nod Sheet 2 of 2 Completed inspections must VPDES EROSION CTe tlan � ��'' be maintained in the SWPPP. CONTROL INSPECTION FORM %d'"and Solu• ',Inc." a DAIEYM'company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/13/2014 vftir, Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:20 PM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 1.09" Item# Inspection Questions N/A' YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p 0 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or Q 2' 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 p 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? Cif Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ) ❑ 0 8. Are finished cut and fill slopes adequately stabilized? 0 Ia 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? M El 10. Do slope faces have drainage or protection from water seeps? E, 0 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? Q 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 p 0 Nq""' 13. Is in-stream construction conducted using measures to minimize channel damage? p 0 0 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 a 0 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious © Q materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? p 0 0 18. Are utility trenches stabilized properly according to the specifications? p 0 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? Q 0 0 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from 20' soil and mud? Ezi. 21 I Have all temporary control structures that are no longer needed,been removed and such areas been stabs,:zed? I ei 0 0 22 Are;ropeities and waterways adjacent to development adequately protectesi.from pollutant discharge, erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? Q' 23. When necessu v,are dust control measures being propel iy implemented? nr,, a 0 24. Have all deficiencies from previous reports been addressed? Ki i 0 0 1—N/A:not applicable;2—YES:Alt iteT.Ens re ,itd to contract requirements,plans,specifications,standards,and permits are being satisfied If a box is checked'NO'please see the ettarIW*Mot ksue ad n—compliance and corrective action necessary to regain VPDES compliance. %I This report was written by Matt Bich' $11 &4Ck--- 8/13/2014 Print Nara' Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM stude„„"solution`to- a DAIEI `.company' Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/13/2014 item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at the old out was clear and the new outfall was stained due to the recent rain events. 2 Sheet 2 of 2 p inspections VPDES EROSION �etlan� Completed ins ections must �-' �""•� be maintained in the SWPPP. CONTROL INSPECTION FORM Stu,.'es and Solutions,'"` a DAISY '.company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/7/2014 " Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 3:00 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.15" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? © p 0 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' 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 Q Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR © ❑ 4' E3 grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, ❑ Q 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 0 Q 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 p 8. Are finished cut and fill slopes adequately stabilized? 0 la 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or E3 E3 0 fill slopes? 10. Do slope faces have drainage or protection from water seeps? a. 0 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? 0 a 0 Noire 13. Is in-stream construction conducted using measures to minimize channel damage? a 0 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 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? p 0 18. Are utility trenches stabilized properly according to the specifications? p © 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? © p, 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from soil and mud? © Q 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? „ ® 0 22. Are properties and waterways adjacent to development adequately protectel" olctaDl6 ts4harge, erosion,flooding,and sedimentation?.Has encroachment outside of their A 'U s bedl'r j ' :,'tad? ©' 23. When necessary,are dust control measures being properly implemen ': 's �`,9< © q 24. Have all deficiencies from previous reports been addressed? : yr, 1—N/A:not applicable;2—YES:All items related to contract requirements,plans4pp0 cificatio pfd perms! eibeing satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance lrftctrrective action npc sesat do r \PDES compliance. 6998 • 8 •V > This report was written by Jody Greene, CPESC r 8/7/2014 Print Name "waist, • Date Sheet 1 of 2 • Completed inspections must VPDES EROSION � • r `-' be maintained in the SWPPP. CONTROL INSPECTION FORM S11' and Solutions,t a DMA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/7/2014 lawd Item n Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials „ Construction of the underground detention is underway.The water in the sediment basin was clear and the level was low. • Ensure to stabilize any areas/stockpiles that remain inactive for longer then 14 days. Ensure to stabilize all conveyance channels as needed. • Refresh and clean the construction entrance as needed. • Ensure E&S controls are monitored and maintained throughout site. 4- Sheet 2 of 2 �-.•. �"""'�Completed ins p ections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM 444.and Solutions,I" a DAIEY#Company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/7/2014 lire Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 3:30 PM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.15" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p 0 Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans? M El El 3. Does permanent vegetation provide adequate stabilization for completed project areas? ❑ p 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR Q El grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained, ® M, ❑ inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? Di 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q 0 0 8. Are finished cut and fill slopes adequately stabilized? 0 m 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? DI 0 El 10. Do slope faces have drainage or protection from water seeps? a 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 p 0 13. Is in-stream construction conducted using measures to minimize channel damage? p 0 0 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? ❑ 13 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? Q 0 El 18. Are utility trenches stabilized properly according to the specifications? DI 0 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? M El 0 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from El a El soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? 0 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, erosion,flooding,and sedimentation?Has encroachment outside of the,projectfiroit%been prevented? !3 23. When necessary,are dust control measures being properly impler)a� ?pI�OFF`SS•d"6. 0 24. Have all deficiencies from previous reports been addressed? :%�t�4-/ �%/ `•..9( F 0 0 G" N 1—N/A:not applicable;2—YES:All items related to contract require .ents,•spla ' , • ,%?^!s,standards,and pirmits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-cdmplipnye a 'fie ive actjQn necess`r td regain VPDES compliance. 7 This report was written by Jody Greene, CPESC ■ •'N..4.1:0 . • Cdr ene l ;' 8/7/2014 Print Name � , , 69§ bti�r! Date •",24/4/0 SEC ", Sheet 1 of 2 Completed inspections must VPDES EROSION Wetland be maintained in the SWPPP. CONTROL INSPECTION FORM s,,d.ft,and Solutions,Inc. a OaRY1.compan•• Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/7/2014 , item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found. * The water at both outfalls remains clear. • . • • • Sheet 2 of 2 Completed inspections must VPDES EROSION r..•`"Cetlln�'- be maintained in the SWPPP. CONTROL INSPECTION FORM sh'di+yid Solouons''"` a 0011104 company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/1/2014 '61° Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 5:00 PM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Overcast, 80's Weekly Rainfall(in.): 0.29" Item Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 E. 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 p 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? ® l 5 Are perimeter and other erosion and sediment control structures and systems being maintained, inspected and repaired to ensure functionality? ® F 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? 0 E3 0 8. Are finished cut and fill slopes adequately stabilized? ® m 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill slopes? 0 m 10. Do slope faces have drainage or protection from water seeps? a 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, specifications,and/or standards? © Q 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ® Q '..r.•• 13. Is in-stream construction conducted using measures to minimize channel damage? 4 0 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? ® 0 15. Are all DEQ water quality-permit requirements being adhered to? 0 al 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? a 18. Are utility trenches stabilized properly according to the specifications? fa 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 a 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? © Ki - 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? q 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?••••D •1•• 0 !*t •`� -PRO FS•-.- 24. Have all deficiencies from previous reports been addressed? q-/ �'''..`S'/O a � 0 I 1-N/A:not applicable;2—YES:All items related to contract requirements,•plans/spe ..; -'5 ` r ����,;��:••-•-•�_, d p miff are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-compliance:nd co : .+ . necessary tp regain VPDES compliance. I Z i #4 i i I 1. -his,+ report was written by Jody Greene, CPESC r 8 I0: 8/1/2014 Print Name •• �% ':S-P • �' % Date - AI . o 4%%41'. 4 aa......rr r •#•, a r .`' � ,SERAM� ••• Sheet 1 of 2 Completed inspections must VPDES EROSION '' `r�etlarid4 be maintained in the SWPPP. CONTROL INSPECTION FORM i^d5olucan*•+° a&M `compa, Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/1/2014 ,,ii Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * Dewatering looked good. Ensure that berms are stabilized. * Ensure to stabilize any areas/stockpiles•that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. • i •,< Sheet 2 of 2 Completed inspections must VPDES EROSION ''...`—Cetlan ' be maintained in the SWPPP. CONTROL INSPECTION FORM wiftand sdnu°°s•ln4 a DAVEY .company Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/1/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 5:30 PM Location: South of post-office on Rt. 29 Weather: Overcast, 80's Weekly Rainfall(in.): 0.29" Item# Inspection Questions NI/Ai YES' NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p 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 p 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® Q grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? 1 i 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? Q El 0 8. Are finished cut and fill slopes adequately stabilized? ® p 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? p 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 p El 13. Is in-stream construction conducted using measures to minimize channel damage? p 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? 0 p 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? p 18. Are utility trenches stabilized properly according to the specifications? p El 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ® Q soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been l3 El 0 stabilized? 22 Ar'e properties and waterways adjacent to development adequately protected from pollutant discharge, ® Q El erosion,flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. When necessary,are dust control measures being properly implemented? _._ p 24. Have all deficiencies from previous reports been addressed? ,;• `'QED PROFFSS.a�� l 1—N/A:not applicable;2—YES:All items related to contract requirements/p s,Specifica';tr,A .dards!d Y.i mits are being satisfied If a box is checked'NO'please see the attached sheet for issue of non-comq�iance.�n..,•.,.�.;;yy.....-.,� -ss . .'egain VPDES compliance. Now This report was written by Jody Greene, CPESC —� i � 41,1%, _ 8/1/2014 Print Name N. ,`• / i . .ture : . : Date -h Greene i��: .,..:04., No, cm ,ecp \+ ,e �.__..•••' Sheet 1 of 2 i''`a. b SEDIM...... Completed inspections must VPDES EROSION be maintained in the SWPPP. CONTROL INSPECTION FORM �«and sd°°°"004 a DAIWA.comps, Project Name: Albemarle Place WSSI#: 3766.05 Date: 8/1/2014 vid Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials No deficiencies found. The water at both outfalls was clear. • Sheet 2 of 2 Completed inspections must VPDES EROSION Wetland � be maintained in the SWPPP. CONTROL INSPECTION FORM n'd..+and Solutions,►nc. a DJHEYt.company ?roject Name: Albemarle Place WSSI#: 3766.05 Date: 7/22/2014 � Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.07" Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? D fa 0 2 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or El 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? E a El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR is grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? 6. Have earthen structures,such as dams, dikes,and diversions,been immediately stabilized? El a El 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 0 ;a 0 8. Are finished cut and fill slopes adequately stabilized? 0 a 0 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or sa 9" fill slopes? 10. Do slope faces have drainage or protection from water seeps? fa 0 0 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 11. specifications,and/or standards? 0 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? fa 0 0 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? 0 fa 0 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious El 0 El materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? gi 0 0 18. Are utility trenches stabilized properly according to the specifications? fa 0 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 0 a 0 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from a soil and mud? Have all temporary control structures that are no longer needed been removed and such areas been 21' I stabilized? it 22 Arc 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 necesary,are dust control eielimienn being properly implemented? 0 a 0 24. Have all deficiencies from previor,N tee been addressed? a 0 0 1—N/A:not applicable;2.—Y= 'JAI aced to contra°t requirements,plans,specifications,standards,and permits are being satisfied - If a box is checked'NO'please see the Milleitsheet for issue o.,y-.ntompliance and corrective action necessary to regain VPDES compliance. This report was written by Matt Elliott Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION 'Cetlan�� �-' be maintained in the SWPPP. S��a Inc" CONTROL INSPECTION FORM 'c"�dsolurions+� a D*#E14 comp_ Pro ect Name: Albemarle Place 3766.05 7/22/2011, J WSSI#: Date: vid Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found during the inspection, site looked good. * Ensure to stabilize any areas/stockpiles that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. - Sheet 2 of 2 Completed inspections must VPDES EROSION be maintained in the SWPPP. Shidi¢sandSolutions,m4 CONTROL INSPECTION FORM aDNEA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 7/22/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:10 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.07" Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? f iS 0 Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or 2' protected with sediment trapping measures?Are off-site areas included in the E&S plans? it n 3. Does permanent vegetation provide adequate stabilization for completed project areas? El CI El Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR Ei 1 4' grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? El ill D 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? .E3 0 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? al fl 8. Are finished cut and fill slopes adequately stabilized? El )l 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 0 0 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 11. specifications,and/or standards? a El El 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? 0 12 El 13. Is in-stream construction conducted using measures to minimize channel damage? E2 0 0 14. Are temporary stream crossings of non-erodible material installed where construction equipment a El crosses? 15. Are all DEQ water quality permit requirements being adhered to? 0 a 0 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious 0 fa El materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? El 0 0 18. Are utility trenches stabilized properly according to the specifications? j Q 0 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? a El 0 20 Are construction entrances adequately protected,being maintained,and paved roadways kept clean from ® a soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been fs El stabilized? 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge, ri is 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? a fl 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. sa.w This report was written by Matt Elliott 7/22/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION Cetlan�� �''•be maintained in the SWPPP. CONTROL INSPECTION FORM s'°d""NdSolurions,+n® a oiwEY 'company Project Name: Albemarle Place WSSI#: 3766.05 Date: 7/22/2014 Item# Date corrected/ (See sheet 1) Description of problem, location,and corrective action Initials INo deficiencies found. The water at the old outfall was clear.The water at the new outfall remains slightly discolored. Sheet 2 of 2 Completed inspections must VPDES EROSION ����`� S�etlan�r���" be maintained in the SWPPP. CONTROL INSPECTION FORM wdsolar>ons,"A` a DA EY#company Project Name: Albemarle Place WSSI#: 3766.05 Date: 7/28/2014 I'"'' Permittee: Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:40 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Weekly Rainfall(in.): 0.79" Item# Inspection Questions N/A1 YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 a Have disposal/borrow and soil stockpiles(on-site and off-site) been stabilized with seeding and/or 2' 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 Q 0 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® p 4' grubbing)? El Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? _ 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? El Q 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? El a 8. Are finished cut and fill slopes adequately stabilized? 0 a 0 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or 9' fill slopes? a El 10. Do slope faces have drainage or protection from water seeps? Q 0 0 11. Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, ® p El specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ® a In fir► 13. Is in-stream construction conducted using measures to minimize channel damage? a E3 El 14. Are temporary stream crossings of non-erodible material installed where construction equipment p crosses? 15. Are all DEQ water quality permit requirements being adhered to? 0 a 16. Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious materials and are related protective measures adequate? ® _ Q 17. Is re-stabilization of in-stream construction complete before leaving the area? M. 18. Are utility trenches stabilized properly according to the specifications? Q 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? ® Q 20 Are construction entrances adequately protected, being maintained,and paved roadways kept clean from soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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 a 0 24. Have all deficiencies from previous reports been addressed? a 0 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. Nolo, This report was written by Matt Elliott iidl464/2t- - 7/28/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION •be maintained in the SWPPP. CONTROL INSPECTION FORM S"ud"""ds°'°°°ns,VP a DAIWA company Project Name: Albemarle Place WSSI#: 3766.05 Date: 7/28/2014 Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials * No deficiencies found during the inspection, site continues to look good. * Maintain and repair drop inlet protection as needed. * Ensure to stabilize any areas/stockpiles that remain inactive for longer then 14 days. * Ensure to stabilize all conveyance channels as needed. * Refresh and clean the construction entrance as needed. * Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 Completed inspections must VPDES EROSION '--***'— Wetland-D'- -' be maintained in the SWPPP. CONTROL INSPECTION FORM s"'di"and S°Iutions."r? a DMA.company ' roject Name: Albemarle Place WSSI#: 3766.05 Date: 7/28/2014 Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:20 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Weekly Rainfall(in.): 0.79" Item# Inspection Questions N/Al YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 0 p!. 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? ® ai El 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR ® p grubbing)? Are perimeter and other erosion and sediment control structures and systems being maintained, 5' inspected and repaired to ensure functionality? _ 6. Have earthen structures,such as dams,dikes,and diversions, been immediately stabilized? Ei 0 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? ia 0 0 8. Are finished cut and fill slopes adequately stabilized? ® IQ 0 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or Ea 0 El fill slopes? 10. Do slope faces have drainage or protection from water seeps? gil 0 El Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 11. l specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? ® DI El 13. Is in-stream construction conducted using measures to minimize channel damage? { ® 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? ® 12 Are material/equipment handling/storage areas clean and free of spills,leaks,or other deleterious 16. materials and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? gi 0 El 18. Are utility trenches stabilized properly according to the specifications? 13 0 El 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? l 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? 0 0 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? I!4 El 0 24. Have all deficiencies from previous reports been addressed? Ea 0 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. Slime This report was written by Matt Elliott 7/28/2014 Print Name Signature Date Sheet 1 of 2 Completed inspections must VPDES EROSION •• Cetlan���� `-' be maintained in the SWPPP. CONTROL INSPECTION FORM swies and s°'°°°na't°` a Di 1E4 comps" Project Name: Albemarle Place 3766.05 7/28/2014 1 WSSI#: Date: Item# Date corrected/ (See sheet 1) Description of problem, location, and corrective action Initials No deficiencies found. The water at both outfalls was clear. Sheet 2 of 2 Completed Inspections must WEEKLY EROSION be maintained on active _( � re$ind project sites at ALL times. CONTROL INSPECTION FORM , a,s,k:;,n.‘ Project Name/WSSI#: Albemarle Place WSSI#3766.05 Weekly Rainfall(in.): 0.26" -1016.0' Permittee:Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 11:00 AM Location: Intersection of Rt.29 &Hydraulic Rd. Weather: Sunny, 80's 7/16/2014 Date: Item# Inspection Questions N/A' YES 2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? 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 E&S plans? r 3. Does permanent vegetation provide adequate stabilization for completed project areas? 4. Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? r„ 5 Are perimeter and other erosion and sediment control structures and systems being maintained, inspected and repaired to ensure functionality? �-- 6 1Z r . Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? 8. Are finished cut and fill slopes adequately stabilized? r 115Z r] 9 Is concentrated water flowing through adequate slope drains, flumes,or non-erodible channels on cut or fill ri slopes? r r 10. Do slope faces have drainage or protection from water seeps? 1 1 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, O specifications,and/or standards? -I 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? r II7 0 13. Is in-stream construction conducted using measures to minimize channel damage? 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? 15. Are all DCR water quality permit requirements being adhered to? r 157. El Are material/equipment handling/storage areas clean and free of spills, leaks, or other deleterious materials 16. and are related protective measures adequate? �, ri 17. Is re-stabilization of in-stream construction complete before leaving the area? 18. Are utility trenches stabilized properly according to the specifications? r 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from r Fl ri soil and mud? 21 Have all temporary control structures that are no longer needed been removed and such areas been 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. Are dust control measures being implemented? 24. Have all deficiencies from previous reports been addressed PRA•.,,eD 1-N/A:not applicable;2-YES:All items related contract requlte+��e plans A i :tions,s �?fond If a box is Checked"No"please see the attached page Sheelf 'issue o',',0:,.,' nt? a corrective pertaining needed this dto regain are being satisfied � •�' • n` e corrective action needed to regain VSMP compliance. `'. ' This report was written by s • Y Daniel Fisk,CPES&• + P, SC ' r 7/10/2014 Narr�aniel L Fisk_ •• Signature Date••' 'O, •., No.3712 ` ! Sheet SEDI '0 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active `-- wet:Cand project sites at ALL times. CONTROL INSPECTION FORM „a,�,�„o�,-,n. Continuation Sheet Project Name/WSSI#:Albemarle Place WSSI#3766.05 Date: 7/10/2014 Item# Description of problem,location,and corrective action To be corrected D (See sheet 1) by(date): Corrected/ Date Y Initials No deficiencies found. • Ensure to stabilize any areas/stockpiles that remain inactive for longer then 14 days. • Ensure to stabilize all conveyance channels as needed. ” Refresh and clean the construction entrance as needed. • Ensure E&S controls are monitored and maintained throughout site. - .f. • 4 Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed Inspections must WEEKLY EROSION -- Wetland '---- be maintained on active project sites at ALL times. CONTROL INSPECTION FORM "'°`'and S"' °^ WSSI#3766.05 0.26" Project Name/WSSI#: Albemarle Place Weekly Rainfall(in.): Permittee: Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 10:30 AM N`"' South of post-office on Rt. 29 Weather: Sunny, 80's Date: 7/16/2014 Location: P Item# Inspection Questions N/A' YES 2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? r i r Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or protected r r 2. with sediment trapping measures?Are off-site areas included in E&S plans? pj 3. Does permanent vegetation provide adequate stabilization for completed project areas? •' _ ri Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR V} r 4' grubbing)? 5 Are perimeter and other erosion and sediment control structures and systems being maintained,inspected r r; r and repaired to ensure functionality? 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? F r r 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? E r r 8. Are finished cut and fill slopes adequately stabilized? IT V r 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill rl PEI slopes? 10. Do slope faces have drainage or protection from water seeps? V r; r I 1 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, E r r specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? r V r 13. Is in-stream construction conducted using measures to minimize channel damage? E r? 171 s'elso- 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? E' r r 15. Are all DCR water quality permit requirements being adhered to? r° 171 r 16 Are material/equipment handling/storage areas clean and free of spills, leaks, or other deleterious materials r and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? Fl rl r 18. Are utility trenches stabilized properly according to the specifications? V r; r 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? IT r r 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from ri soil and mud? r 171 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? V r r 22 Are properties and waterways adjacent to development adequately protected from pollutant discharge. ri erosion, flooding,and sedimentation?Has encroachment outside of the project limits been prevented? 23. Are dust control measures being implemented? ..M««••�.••`•. l r r PROF ��ix,24. Have all deficiencies from previous reports been a ---- -- ts_ r' ri / G1.. \\►/ 1-N/A:not applicable;2-YES:All items related contract req reme s,•. • s_- "'7= dal S� ermits pertaining to this question are being satisfied If a box is Checked"No"please see the attached page S�eet f r is ' li�':��;.: •- ar1�I�ie orrective action needed to regain VSMP compliance. i cpESC i This report was written by Daniel Fisk,CPE� 7/16/2014 . ,� a aniet L.Fisk Signature Date \04:`NO.3712 •"�An SED. ..����F Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active — �etlari—d)- -"" -- project sites at ALL times. CONTROL INSPECTION FORM ,��r,�d�,�,;��,,,n t Continuation Sheet Project Name/WSSI#:Albemarle Place WSSI#3766.05 Date: 7/16/2014 Item# To be corrected Date Description of problem,location,and corrective action Corrected (See sheet 1) by(date): Initials ' No deficiencies found. • The water at the old outfall was clear.The water at the new outfall was barely moving, but slightly discolored. �, IA Y• [ i Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed Inspections must WEEKLY EROSION be maintained on active CWetlan -�"----- project sites at ALL times. CONTROL INSPECTION FORM Smdh,endSubcfuwO°` eject Name/WSSI#: Albemarle Place WSSI#3766.05 Weekly Rainfall(in.): 1.05" itftipe Permittee:Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 9:15 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Date: 7/10/2014 Item# Inspection Questions N/A' YES 2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? ri En ! Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or protected 2' with sediment trapping measures?Are off-site areas included in E&S plans? # 3. Does permanent vegetation provide adequate stabilization for completed project areas? r r ri 4 Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR grubbing)? 1 5 Are perimeter and other erosion and sediment control structures and systems being maintained,inspected E i and repaired to ensure functionality? i 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? E 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? E r.7i D 8. Are finished cut and fill slopes adequately stabilized? r pi 9 Is concentrated water flowing through adequate slope drains, flumes,or non-erodible channels on cut or fill slopes? F' r n 10. Do slope faces have drainage or protection from water seeps? P! Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans. 11. El r El specifications,and/or standards? 12. Are stonnwater conveyance channels stabilized with channel lining and/or outlet protection? P 13. Is in-stream construction conducted using measures to minimize channel damage? E fl ''rr 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? 15. Are all DCR water quality permit requirements being adhered to? 16 Are material/equipment handling/storage areas clean and free of spills, leaks, or other deleterious materials �'ILI and are related protective measures adequate? ^ 17. Is re-stabilization of in-stream construction complete before leaving the area? E r 18. Are utility trenches stabilized properly according to the specifications? ri r 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? p ri Fl 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from r in soil and mud? V 21 Have all temporary control structures that are no longer needed been removed and such areas been r stabilized? i 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. Are dust control measures being implemented? V in n 24. Have all deficiencies from previous reports been addressed? E ri n 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 Matt Elliott I rfi. 01: 7/10/2014 leiner Print Name Signature Date Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active Wetland -- project sites at ALL times. CONTROL INSPECTION FORM ,odt>,and Soivnam,5' Continuation Sheet Project Name/WSSI #:Albemarle Place WSSI#3766.05 Date: 7/10/2014 Item# Description of problem,location,and corrective action To be corrected Date / (See sheet 1) P p Corrected/ by(date): Initials No deficiencies to note. • The water at the old outfall was clear. The water at the new outfall was slightly stained. Net rrr� Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed Inspections must WEEKLY EROSION be maintained on active "" �etlari�-""�— project sites at ALL times. CONTROL INSPECTION FORM .c<and 5o"mionnujO iect Name/WSSI#: Albemarle Place WSSI#3766.05 Weekly Rainfall(in.): 1.05" err Permittee:Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 8:30 AM Location: Intersection of Rt.29& Hydraulic Rd. Weather: Sunny, 80's Date: 7/10/2014 Item# Inspection Questions N/A' YES 2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? r iv, r 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 E&S plans? r r 3. Does permanent vegetation provide adequate stabilization for completed project areas? rV ri 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? r 1 El ' 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? r El 8. Are finished cut and fill slopes adequately stabilized? '• ri n 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill in slopes? 10. Do slope faces have drainage or protection from water seeps? V r n ]1 Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, _E, ;7 specifications,and/or standards? 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? T r; r 13. Is in-stream construction conducted using measures to minimize channel damage? E' r r{ 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? V r ri 15. Are all DCR water quality permit requirements being adhered to? r V r1 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? ri r', 18. Are utility trenches stabilized properly according to the specifications? 157j r 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? r 1171 ri 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from soil and mud? ' 21 Have all temporary control structures that are no longer needed been removed and such areas been stabilized? r' r 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? " 0 23. Are dust control measures being implemented? r ri ri 24. Have all deficiencies from previous reports been addressed? ri 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 Matt Elliott %w"` 7/10/2014 err,1 Print Name Signature Date Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active Wetland CONTROL INSPECTION FORM s�d.<���u�� ,� project sites at ALL times. Continuation Sheet Project Name/WSSI #:Albemarle Place WSSI#3766.05 Date: 2/10/2014 vid Item# Description of problem,location,and corrective action To be corrected Corrected/ (See sheet 1) by(date): Initials • Site looks great overall, no deficiencies to note. • Ensure to stabilize any areas/stockpiles that remain inactive for longer then 14 days. • The silt fence drop inlet protections are in good repair. Continue to monitor and maintain as needed. • Ensure to stabilize all conveyance channels as needed. • Refresh and clean the construction entrance as needed. ' Ensure E&S controls are monitored and maintained throughout site. Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed Inspections must WEEKLY EROSION CWetlan — be maintained on active .- project sites at ALL times. CONTROL INSPECTION FORM "d,.,and 5o1m9o",' 'eject Name/WSSI #: Albemarle Place WSSI #3766.05 Weekly Rainfall(in.): 0.08" Permittee:Albemarle Place EAAP, LLC Contractor: Faulconer Construction Time: 930 AM Location: Intersection of Rt.29 & Hydraulic Rd. Weather: Sunny, 80's Date: 7/3/2014 Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? P I 1E Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or protected 2' with sediment trapping measures?Are off-site areas included in E&S plans? ° 3. Does permanent vegetation provide adequate stabilization for completed project areas? Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4. grubbing)? El rzi r.! 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? 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? rJ Fl El 8. Are finished cut and fill slopes adequately stabilized? ri RI 9 Is concentrated water flowing through adequate slope drains, flumes.or non-erodible channels on cut or fill I� slopes? 10.10. Do slope faces have drainage or protection from water seeps? Ii r Do all operational storm sewer and culvert inlets have inlet protection in accordance with plans, 11. specifications,and/or standards? � 12. Are stormwater conveyance channels stabilized with channel lining and/or outlet protection? rl Ei 13. Is in-stream construction conducted using measures to minimize channel damage? E 2 n °`rrr 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? E F' 15. Are all DCR water quality permit requirements being adhered to? r n 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? El r, 18. Are utility trenches stabilized properly according to the specifications? r r 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 17s M r 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from soil and mud? 0 21 Have all temporary control structures that are no longer needed been removed and such areas been IR r; r Are properties and waterways adjacent to development adequately protected ffi• olai � e,. i 22. erosion, flooding,and sedimentation?Has encroachment outside of the project t eiT pr: ented? \°4 , ' 23. Are dust control measures being implemented? /e! V�f %s t.. . i El r . %�• ti 24. Have all deficiencies from previous reports been addressed? • _: 0 1r n CPESCII 1-N/A:not applicable;2-YES:All items related contract requirements,plans,specifications,standarVs .per •its pertaining to this questio ng satisfied If a box is Checked"No"please see the attached page Sheet for issue of non-compliance anpl.•1-Corr=i , c •igno r MP compliance. •• •'\ 4N, vio ./ •This re ort was written b , ..•-, 0f p by Jody Greene,CPESC �y!i + - ::•• . ,0.4 7/3/2014 Rq!'1l IIR•.,� Print Name Signature Date Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active ""—�Wetlarid M project sites at ALL times. CONTROL INSPECTION FORM Solutions, Continuation Sheet Project Name/WSSI #:Albemarle Place WSSI #3766.05 Date: 7/3/2014 Item# Description of problem,location,and corrective action To be corrected Date (See sheet 1) p p Corrected/ by(date): Initials • The basin slopes have been regraded. Site looks good stabilize any areas that will be inactive for 14 days. • The silt fence drop inlet protections are in good repair. Continue to monitor and maintain as needed. • Ensure to stabilize all conveyance channels as needed. • Refresh and clean the construction entrance as needed. • Ensure E&S controls are monitored and maintained throughout site. • • • y.. . Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf Completed Inspections must WEEKLY EROSION ---•• —._..CWetlan� —"'-- be maintained on active CONTROL INSPECTION FORM project sites at ALL times. �°d""°d S°'°``°°`'t°. - 'ject Name/WSSI#: Albemarle Place WSSI #3766.05 Weekly Rainfall(in.): 0.08" Ni.,, Permittee:Albemarle Place EAAP, LLC Contractor: Piedmont Concrete Time: 10:00 AM Location: South of post-office on Rt. 29 Weather: Sunny, 80's Date: 7/3/2014 Item# Inspection Questions N/A' YES2 NO 1. Have all denuded areas requiring temporary or permanent stabilization been stabilized? r! Fl i Have disposal/borrow and soil stockpiles(on-site and off-site)been stabilized with seeding and/or protected 2' with sediment trapping measures?Are off-site areas included in E&S plans? ig ri 11,7 3. Does permanent vegetation provide adequate stabilization for completed project areas? r w ri Have perimeter controls been constructed as a first step in land disturbing activities(includes clearing OR 4' grubbing)? r Are perimeter and other erosion and sediment control structures and systems being maintained, inspected 5' and repaired to ensure functionality? ' �' in 6. Have earthen structures,such as dams,dikes,and diversions,been immediately stabilized? E n ri 7. Have sediment basins and traps been constructed according to plans,specifications,and/or standards? E 17 0 8. Are finished cut and fill slopes adequately stabilized? r; ; ri 9 Is concentrated water flowing through adequate slope drains,flumes,or non-erodible channels on cut or fill r ri slopes? ' 10. Do slope faces have drainage or protection from water seeps? Fi r 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? r E 13. Is in-stream construction conducted using measures to minimize channel damage? E E4 ri 14. Are temporary stream crossings of non-erodible material installed where construction equipment crosses? 15. Are all DCR water quality permit requirements being adhered to? E? El El 16 Are material/equipment handling/storage areas clean and free of spills, leaks, or other deleterious materials i and are related protective measures adequate? 17. Is re-stabilization of in-stream construction complete before leaving the area? _l rj El 18. Are utility trenches stabilized properly according to the specifications? Ei r ri 19. Is effluent from dewatering operations being filtered(including in-stream structure dewatering)? 17 In ni 20 Are construction entrances adequately protected, being maintained and public roadways kept clean from r E ri soil and mud? 21 Have all temporary control structures that are no longer needed been removed andsuch areas been �, stabilized? '--_ - �- Are properties and waterways adjacent to development adequately protected,.fipp'�',)� �itE�'ie aitez 22. erosion, flooding,and sedimentation?Has encroachment outside of the project jifi�is�b n'.revent `ti .\ 23. Are dust control measures being implemented? 1� AZ". Z— ' / ( 1k \ 24. Have all deficiencies from previous reports been addressed? I c-) , 1" ;• It rl E ri ' 1 r� aC i .: 1-N/A:not applicable;2-YES:All items related contract requirements,plans,specifications,standilr. —' • . -'ti�plilai gtothis question fire being satisfied If a box is Checked"No"please see the attached page Sheet for issue of non-compliance ap. e corre 've. 'o to c gain VSMP compliance. r This report was written by Jody Greene,CPESC ',,„, :Z 7/3/2014 Niew Print Name "S7ggnature Date Sheet 1 of 2 Completed Inspections must WEEKLY EROSION be maintained on active "— CWetlariT— '-- project sites at ALL times. CONTROL INSPECTION FORM «,.„dso�ro�,,,� Continuation Sheet Project Name/WSSI #:Albemarle Place WSSI#3766.05 Date: 7/3/2014 Item# Description of problem,location,and corrective action To be corrected Date (See sheet 1) by Corrected/ Y�date): Initials " No deficiencies to note. Site remains dormany. • The water at both outfalls was clear. • • • • Sheet 2 of 2 K:\COMPLIANCE\Bi-weekly_rain event inspection forms\NEW FORM.pdf APPENDIX 5 Record of Contractor Certification Contractor Certification Site: Albemarle Place Name: Title: Firm: Name: Address: Telephone: Date: Signature: Name: Title: Firm: Name: Address: Telephone: Date: Signature: ADDITIONAL CONTRACTOR INFORMATION Contractor: Contractor: Service Provided: Service Provided: Contact Name: Contact Name: Contact Phone Number: Contact Phone Number: N,,,. Contractor: Contractor: Service Provided: Service Provided: Contact Name: Contact Name: Contact Phone Number: Contact Phone Number: APPENDIX 6 Record of Inspector Certification stUd1es and Solutions,Inc! Noire a DAVEY#.company Wetland Studies and Solutions, Inc. — Qualified Inspectors (703) 679- 5600 Roy Van Houten—CPESC, CESSWI, CISEC,VA Combined Administrator, MD Yellow&Green Cards Michael Wills—CPESC, CESSWI, CISEC,VA Combined Administrator, MD Yellow&Green Cards Joseph Greene—CPESC, CESSWI,VA Combined Administrator, MD Yellow&Green Cards Bryce Miller—CPESC, CESSWI,VA Combined Administrator, MD Yellow&Green Cards Daniel Fisk—CPESC, CESSWI,VA Combined Administrator, MD Yellow&Green Cards Daniel Cooper—CESSWI-IT,VA Combined Administrator, MD Yellow&Green Cards Matthew Elliott—VA Responsible Land Disturber, MD Green Card Now. Dylan Leygraaf—VA Responsible Land Disturber, MD Green Card Now Inspector Certification Site: Albemarle Place Name: Qualifications: Company: Telephone: Email: Name: Qualifications: Company: Telephone: Email: Name: Qualifications: Company: Telephone: Email: APPENDIX 7 Temporary BMP Location Tracking 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 listed on this document. *BMP locations may also be tracked on a site map/plan located with SWPPP BMP (type) Location Date Moved APPENDIX 8 Plan Sheets (Excerpt from overall Project Design Plans) `�.. N ", M:\208026 Albemarle Ploce\208026.01 Rough Grade, EeS\dwg\802601C-01.dwg j 1'. 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'` ' . is r S Aft •,� ,/'-'� _ USGS Quad Map Charlottesville East, VA 1997 Albemarle Place . _\ ` E WSSI #3766.05 /\ Original Scale: 1" = 2000' Latitude:38°04'00"N,38.067 S Longitude:78'29'28"W,-78.491 0 2 000 S ydrologic Unit Code(HUC):020802040401 momen. ame of Watershed:Unnamed Tributary to Rivanna River Feet COE Region: Eastern Mountains and Piedmont Wetland Studies and Solutions, Inc. Exhibit 2 a D AY' `.company kit •:.,..• 13766 05i -PPS 76. • 03 14W1 Di.itai mxd . i H f Y is 4. .tt:, t • 1 .� ��s _ t • a *am S , { k, 4 ' , , `1* d a ' , to # { ', # * '4' 'r[ d Ti I�' . 4 . "'"` , ,- 'l; iJ ! '''' V # i '.4%,,,s4\ r r d si s may- f { 47--,......^'�' '4..' ,.. 4 q*,""w•, '„r; /' k ') <7 " . .S a,: .�. ( is �° X �j , s PuBHh ` frs a gym' > `' ,} a - w' d �. e °, � A. * a • ,b .,,. ower 61 SITE -- i 'e \<;:, * s . 0 � "` 51A j'� . r te .,,. � ' � .<. ,.•. .., 1 r 441L 1s. PS1A i 1 `' l `a So, `;� 4 .: ' ., , ,/ \3.. `�,! ..., ".. 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Exhibit 4 a DAVEY company Virginia DEQ - Water Monitoring - 2012 Impaired Waters Fact Sheets Page 1 of 4 2012 Impaired Waters vitit;l'�IA 1)l.i'.11tT.ill:\T t)I' Category 4 & 5 by 2012 Impaired 1,A1'littlNmEN-1:11_ ( 1 \t.lTV Category J Y p Area ID* James River Basin Cause Group Code: H28R-03-BAC-Meadow Creek Location: Meadow Creek from the headwaters downstream to its confluence with the Rivanna River.(Start Mile:4 End Mile: 0.00 Total Impaired Size:4 Miles) City/County Albemarle Co.,Charlottesville City Use(s): Recreation Cause(s)/ Escherichia coli/4A, Fecal Coliform/4A VA Category: This segment is impaired due to violations of the e-coli bacteria WQS at station:2-MWC000.60(12 violations of 27 samples for e-coli). Initial Listing Date: 2002.This segment is included in the EPA approved Meadow Creek bacteria TMDL. Federal TMDL ID#35779. Cause Cause Cycle TMDL Assessment Unit Water name Location Description First Size Category Name Listed Schedule Meadow Creek from where it becomes a VAV-H28R_MWCO1A00 Meadow Creek perennial stream downstream to its 4A Escherichia 2008 2014 4.00 confluence with the Rivanna River. coli Now Meadow Creek Estuary Reservoir River (sq.miles) (acres) (miles) Impaired area ID:VAV-H28R-03 Escherichia coli/4A 4 Total impaired size by water type: Recreation Cause Cause Cycle TMDL Assessment Unit Water name Location Description First Size Category Name Listed Schedule Meadow Creek from where it becomes a VAV-H28R_MWCO1A00 Meadow Creek perennial stream downstream to its 4A Fecal 2002 2014 4.00 confluence with the Rivanna River. Coliform Impaired area ID:VAV-H28R-03 Estuary Reservoir River (sq.miles) (acres) (miles) Recreation Fecal Coliform/4A Total impaired size by water type: 4 Sources: • Municipal(Urbanized High Density Area) • Non-Point Source • Wildlife Other than Waterfowl Narrative descriptions,location and city/county describe the entire extent of the impairment.Sizes may not represent the total size of the impairment. http://www.deq.virginia.gov/FS2012/FactSheets.aspx?id=VAV-1I28R MWCO 1 A00&style... 5/14/2014 Virginia DEQ - Water Monitoring - 2012 Impaired Waters Fact Sheets Page 2 of 4 2012 Impaired Waters VIRGINIA DI:P. RTNII:_N-1 3I Category 4 & 5 by 2012 Impaired ItNVlI (11,I1_.l:�l. QI U.fl Y Y p Area ID* James River Basin Cause Group Code: H28R-05-BEN-Meadow Creek Location: Meadow Creek from the headwaters downstream to its confluence with the Rivanna River. (Start Mile:4 End Mile:0.00 Total Impaired Size:4 Miles) City/County Albemarle Co., Charlottesville City Use(s): Aquatic Life Cause(s)/ Benthic-Macroinvertebrate Bioassessments/5A VA Category: This segment is impaired due to violations of the General Standard for Benthics at station:2-MWC000.60(Impaired for VSCI) and 2-MWC-MWC03-SW(Impaired for VSCI). Initial Listing Date:2006. Cause Cycle TMDL Assessment Unit Water name Location Description Category Cause Name First Schedule Size Listed Meadow Creek from where it Benthic VAV-H28R MWCO1A00 Meadow Creek becomes downstream a perennial to its stream confluence 5A Macroinvertebrate 2006 2018 4.00 with the Rivanna River. Bioassessments N wrr• Meadow Creek Estuary Reservoir River (sq.miles) (acres) (miles) Impaired area ID:VAV-H28R-03 Benthic-Macroinvertebrate Bioassessments/5A Total impaired size by water type: 4 Aquatic Life Sources: • Non-Point Source *Narrative descriptions,location and city/county describe the entire extent of the impairment.Sizes may not represent the total size of the impairment. http://www.deq.virginia.gov/FS2012/FactSheets.aspx?id=VAV-H28R MWC01 A00&style... 5/14/2014 Virginia DEQ - Water Monitoring - 2012 Impaired Waters Fact Sheets Page 3 of 4 2012 Impaired Waters `'ll.., t)l:l'.111T"Q1T Category 4 & 5 by 2012 Impaired Area ID* James River Basin Cause Group Code: H29R-03-BAC-Buck Island Creek Location: Buck Island Creek from the headwaters downstream to its confluence with the Rivanna River. (Start Mile: 8.98 End Mile:0.00 Total Impaired Size: 8.98 Miles) City/County Albemarle Co. Use(s): Recreation Cause(s)/ Escherichia coli/5A VA Category: This segment is impaired due to violations of the e-coli bacteria WQS at station:2-BID002.11 (4 violations of 20 samples for e- coli)and 2-BID005.83(6 violations of 9 samples for e-coli). Initial Listing Date:2008. Cause Cause Cycle TMDL Assessment Unit Water name Location Description First Size Category Name Listed Schedule Buck Island Creek from the headwaters VAV-H29R_BID02A00 Buck Island Creek downstream to the 5 mile upper limit of the 5A Escherichia PWS designation for the Lake Monticello coli 2008 2020 6.40 Service Authority Public Water Intake. 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