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Home My WebLink AboutWPO201800055 VSMP - SWPPP 2018-08-02SITE DATA OWNER: TMP 055EO-01-3C-000AO CORNERSTONE FUND 1 LLC 400 LOCUST AVE3cm CHARLOTTESVILLE, VA. 22902 { ®` U cf) 2 c� TMP 055EO-01-00-000EO JA-ZAN LLC 1 150 PEPSI PL CHARLOTTESVILLE VA 22901 1 V G ' I 0 Z cc q 5 @) � W > O U.DEVELOPER: 11111 kA In 111111 im 111111 111111LA 111111OU CORNERSTONE FUND 1 LLC 400 LOCUST AVE #3 t_ I �® > 00 w CHARLOTTESVILLE, VA. 22902 Bm OCK PHAS B & Bm OCK 3 PHAS r C 0 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD cc, (434)-977-0205 CHARLOTTESVILLE, VA. 22902PO UTION PR V PLAN G OLD TRAIL ri Rl TAX MAP PARCEL No: 055E0-01-3C-000AO & 055E0-01-00-000EOswm110N I O EXISTING PARCEL AREA: 55E-01-3C-A 0.21 ACRES 55E-02-E 0.47 ACRES FINAL I q ROUDABUSH, GALE., &ASSOC. ENGINEERING ®- PLANS LAST DATED 5-16-2014 :J LL -04 LL cc rc PROPOSED PARCEL AREA: 55E-01-3C-A 0.24 ACRES 55E-02-E 0.44 ACRES ` a. W 0 ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-2015-00001 APPROVED 10, 2016 S --- -" — w ON FEBRUARY VARIATION J10 APPROVED TO REDUCE THE OVERALL AMOUNT OF REQUIRED J ,�, ME M allyVICINITY1®-1 0 NON-RESIDENTIAL SQUARE FOOTAGE IN BLOCK 3 FROM 10,000 SF TO 7,000 SF, APPROVED DECEMBER 5, 2012. BLOCK A PHASE USE: -- -- 1, 727 SF RETAIL 2, 023 SF OFFICE LANE _ - w 9 2 & 3 BR RESIDENCESBLOCK 4 PHASE 4 I -BR RESIDENCE / :� TOTAL NON-RESIDENTIAL USE BLOCK 3 9 232 SF A '� \ REVISIONS POOL 5,482 SF BLOCK 3C 3,750 SF � SHEETINDEX AUG 1, 2013 BUILDING HEIGHT 4-STORIES "._ SETBACKS: ALL MINIMUM SETBACKS FOR RESIDENTIAL & COMMERCIAL ARE 0 FEET. SHEET I COVER SHEET AREA SUMMARIES: GROSS RESIDENTIAL DENSITY' 6,490 SF BUILDING FOOTPRINT 13 APARTMENT UNITS = 54.17 DU/ACSHEET ® SHEET 2 STORMW,T POLLUTION PREVENTION PLAN MAGISTERIAL DISTRICT- WHITE HALL ��\` � � � 3 � I LS DRAINAGE DISTRICT: LICKINGHOLE CREEK WATERSHED: S. RIVANNA RESERVOIR "OLD _ ®ATE STORMWATER MANAGEMENT- SEE APPROVED SDP2009-093 TRAIL BLOCK 3B- FINAL SITE PLAN" & WPO-2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN" PROJE, CT EXISTING BLOCK 3C TOPOGRAPHY COMPILED FROM RGA AS -BUILT SURVEY DATA DATEDJULY TOPOGRAPHY: 9, 1 JUNE, 2016 "�I,T H pF D EXISTING CONDITIONS: THIS PLAN SHOWS THE AS -BUILT CONDITIONS FOR THE EXISTING UTILITIES AND �' INFRASTRUCTURE AND GRADES. z p BENCHMARK: CENTER SS MH. LID ELEV. 692.06 v" DATUM: CRITICAL SLOPES: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 NO CRITICAL SLOPES EXIST WITHIN THE PROJECT AREA WILL J-LEDBETTER Lic. No.1507-B S _ su5T >3vE FLOODPLAIN: THIS PROJECT AREA IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005 PARKING: THE SUBJECT PARCELS AREA PART OF A SHARED COMMUNITY PARKING AGREEMENT FOR BLOCKS 1, 2 AND J. SEE PARKING SUMMARY AND ANALYSIS. PARKING REQUIRED: PROJECT AREA (BLOCK 3C) RETAIL 12.5 SPACES PER 1000 SF (1,72711000) * 12.5 = 17 SPACES OFFICE 1 SPACE PER 200 SF NET (2, 023*0.8)/200 = 8 SPACES 2 & 3-BEDROOM APARTMENT - 2.25 SPACES PER UNIT 9*2.25 = 20 SPACES OLD TRAIL VILLAGE co 1-BEDROOM APARTMENT - 1.75 SPACES PER UNIT 4* 1.75 = 7 SPACES BLOCK 3C 52 SPACES BLOCK 1 PHASE B & BLOCK 3 PHASE C ' ,® e z _ EXISTING BLOCK 3B 81 SPACES Z EXISTING BLOCK 3D 9 SPACES EXISTING BLOCK 3A 68 SPACES TOTAL 210 SPACES PARKING PROVIDED 199 SPACES SEE PARKING SUMMARY AND ANALYSIS FOR LOCATION AND BREAK DOWN. 00 Z LANDSCAPING: SEE LANDSCAPING PLAN IN FINAL SITE PLAN #SDP 201300044, BLOCK 1, PHASE B & BLOCK 3 PHASE C FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THE SUBJECT PARCELS. Q THE SUBJECT PARCELS ARE NOT PART OF THE ALBEMARLE COUNTY WATER PROTECTION OVERLAY DISTRICT. THE SUBJECT PARCELS ARE NOT PART OF THE THE AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. ,1 the ��E�lea��I�1e (��sr�� jC1oB ent Depart `neat %C iT�fTi�liif D Date Lu 1.300v 5 FILE NI.lfi BER 3053 DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEERING SI•IEEi INSPECTIONS 1 Of 4VAC50-60-54 of the Virginia Stormwater Management Program (VSMP) Permit Regulations requires that Stormwater Pollution Prevention Plan (SWPPP) be developed for all regulated land disturbing activities. The SWPPP must include, but not be limited to, an approved erosion and sediment control plan, an approved stormwater management plan, and this Pollution Prevention Flan (PPP) for regulated land disturbing activities, and a description of any additional control measures necessary to address a TMDL as applicable. The plan for implementing pollution prevention measures during construction activities developed on this sheet must be implemented and updated as necessary. Any PPP requirements not included on this sheet must be incorporated into the SWPPP required by 4VAC50-60-54 that must be developed before land disturbance commences. This PPP identifies potential sources of pollutants that may reasonable be expected to affect the quality stormwater discharges from the construction site (both on- and off -site activities) and describes control measures that will be used to minimize pollutants in stormwater discharges from the construction site. OTHER REFERENCED PLANS SWPPP requirements may be fulfilled by incorporating, by reference, other plans. All plans incorporated by reference become enforceable Linder the VSMP Permit Regulations and General Permit VAR10 for Discharges of Stormwater from Construction Activities. If a plan incorporated by reference does not contain all of the required elements of the PPP, the operator must develop the missing elements and include them in the SWPPP. Independent Plans Date Incorporated by Reference Approved Stormwater Management Plans (Regional or Master) Spill Prevention, Control, and Countermeasure Plans Off -Site Stockpile N/A Off -Site Borrow Area N/A The following sources of potential pollutants must be addressed in the Pollution Prevention Plan. Various controls and/or measures designed to prevent and/or minimize pollutants in stormwater discharges from the project site must be applied to the sources found on the site. Additional information concerning the following controls and/or measures may be found in the SWPPP. Deviations from the location criteria may be approved by the Albemarle County Inspector. LEAKS, SPILLS, AND OTHER RELEASES_ ✓ The operator(s) shall ensure procedures are in place to prevent and respond to all leaks, spills and other releases of pollutants. ✓ The operator(s) shall ensure all leaks, spills and other releases of pollutant are contained and cleaned immediately upon discovery. Any contaminated materials are to be disposed in accordance with federal, state, and/or local requirements. ✓ The operator(s) shall ensure spill containment kits containing appropriate materials (e.g., absorbent material and pads, brooms, gloves, sand, etc.) are available at appropriate locations, including, but not limited to: designated areas for vehicle and equipment maintenance; vehicle and equipment fueling; storage and disposal of construction materials, products, and waste; and storage and disposal of hazardous and toxic materials; and sanitary waste facilities. ✓ The locations of the spill containment kits are identified as described below: ✓ The operator(s) shall notify the Department of Environmental Quality of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 Oar the digeev: y. ✓ The operator(s) shall notify the Department of Environmental Quality (DEQ) of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 after the discovery. Written notice of the discharge must be sent to DEQ and Henrico County Department of Public Works within five (5) days of the discovery. Virginia Department of Environmental Albemarle County Quality Community Development NEED ADDRESS Engineering Department (804) 786-3998 (phone) 401 McIntire Road (804) 786-1798 (fax) Charlottesville, VA 22901 (800) 468-8892 (outside normal working (434) 296-5832 hours) EQUIPMENT / VEHICLE WASHING ✓ Washing must be conducted in a dedicated area that is located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ All wash water used in vehicle wheel washing must be directed to a sediment basin/trap. ✓ All vehicle washing activities other than wheel washing must have secondary containment. ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Location of Shown on Water Source Activity Dedicated Area(s) Plan Location Sheet #(s) Wheel Wash Other Wash Areas REVISIONS TO LOCATIONS Location of Shown on Water Source Operator's Activity Dedicated Area(s) Plan Sheet #(s) Location Initials VEHICLE FUELING AND MAINTENANCE ✓ Conduct regular maintenance in a dedicated area that is located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than STAPLER (2 PER BALE) STRAW BALE (TYP.) 50 feet from those features. ° MIL. PLASTIC LINING WOOD OR METAL STAKES NATIVE MATERIAL (OPT.) ✓ If fueling is conducted at a dedicated area, the location must be located to (2 PER BALE) BINDING WIRE maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ The dedicated areas must be designed to eliminate the discharge of spilled and SECTION A -A' leaked fuels and chemicals from vehicle fueling and maintenance activities by NOT TO SCALE providing secondary containment (spill berms, decks, spill containment pallets, 10'MIN. providing cover where appropriate, and having spill kits readily available). STAKE CTYP.) ✓ Each facility must have appropriate signage to inform users where the dedicated _ " " _ area(s) are located. I _ _ ;' Shown on Date Plan Location of Dedicated Area(s) Sheet #(s) Approved Plan REVISIONS TO LOCATIONS Shown on Operators Date Plan Location of Dedicated Area(s) Initials Sheet #(s) ✓ If mobile fueling will be used, the fueling must be done in an area that located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ Spill kits must be readily available at all mobile fueling locations. ✓ On -site storage tanks must have a means of secondary containment (spill berms, decks, spill containment pallets, etc.) and must be covered where appropriate. ✓ All vehicles on site must be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. LATH AND FLAGGING ON 3 SIDES 10 MIL. PLASTIC SECTION A -A' NOT TOSCALE VARIES IES 0 T 10' MIN. h 0 C 0 0 0 PLAN -STRAW BALE (TYR) 10 MIL. PLASTIC LINING BOTTOM OF BERM NOT TO SCALE PLAN NOT TO SCALE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES BELOW -GRADE CONTAINMENT AREA PRESSURIZED WATER O� SOURCE (CONTINGENT UPON PROVIDE DRAINAGE AWAY �O WATER MAIN INSTALLATION) /�ROAM THE WASH RACK SEDIMENT -TRAPPING DEVICE. 5 V-CLOSE KEEP A BROOM AND SHOVEL TO THE RACK TO GLEAN THE STREET. A WASH RACK IT IS ADVISABLE TO PROVIDE A A SEPARATE ENTRANCE TO LIMB TRAFFIC ACROSS THE RACK AND REDUCE WEM AND IMIN ENACT: ��\�J "*THE FOLLOWING IS M DCAMPLE OF AN ACCEPTABLE WASH RACK. OTHER APPROVED METHODS MAY BE UTILIZED. ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD 3" WASHED STONE UNDER & BETWEEN SLATS TO DRAIN WATER AND SEDIM T THE LOCATION MUST SLOPE AWAY AW Y OM TIE CK FROM THE STREET OR STEPS MUST BE TAKEN (GRADING, DIVERSIONS, ETC.) TO PREVENT RUNOFF FLOWING AND FLAGGING 13 SIDES — DISCHARGES OF SOAPS, DETERGENTS, SOLVENTS, AND 1 3 WASH WATER FROM CONSTRUCTION ACTIVITIES SUCH AS _CLEANUP OF STUCCO, PAINT, FORM RELEASE OILS, AND CURING COMPOUNDS ✓ Washing activities associated with construction activities other than vehicle and equipment washing, such as clean LIP of stucco, paint, form release oils, and curing compounds are to be conducted in a dedicated area. SANDBAG(TYP) ✓ The dedicated area must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. TOP OF BERM ✓ The dedicated areas must be designed to prevent the discharge of soaps, detergents, solvents, and wash water. VARIE 10r DISCHARGE FROM STORAGE, HANDLING, AI'd® DISPOSAL COMPACTED INTO THE STREET. FOUNDATION RUS" �_n ^ re,Vg54,`,��r rW.i ~-'7*Lf 4. "�'`yY''S''T'°�x ti� H'`.: "-`•; OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTE RUNSTONE GEOTEXTiLE SECTION 'A - FABRIC ✓ Storage of construction products, materials, and waste is to be conducted in WASH RACK dedicated areas. SEDIMENT CONTAINMENT AREA ✓ The dedicated area must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. SOLID WASTE COLLECTION CONTAINMENT AREA ✓ The dedicated areas must be designed to minimize the discharge of pollutants from SILT FENCE 95TTOSC7TE LOCATE ON storage, handling, and disposal of construction products, materials and wastes DOWNHILL SIDE including (i) building products such as asphalt sealants, copper flashing, roofing OF SOLID WASTE COLLECTION AREA materials, adhesives, concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (iii) construction and domestic wastes such VEHICLE TRACKING as packaging materials, scrap construction materials, masonry products, timber, CONTROL (GRAVEL, PAVEMENT OR pipe and electrical cuttings, plastics, Styrofoam, concrete and other trash or building OTHER STABLE SURFACE) DUMPSTER OR SOLID products.. WASTE CONTAINER ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Date Shown on Plan Sheet Location(s) of Dedicated Area(s) for storage of construction #(s) products and materials Approved Plan REVISIONS TO LOCATIONS Shown on Location(s) of Dedicated Area(s) for storage Operator(s) Date Plan Sheet of construction products and materials Initials #(s) Shown on Location(s) of Dedicated Area(s) for waste from Date Plan Sheet construction products and materials #(s) Approved Plan REVISIONS TO LOCATIONS Shown on Location(s) of Dedicated Area(s) for waste Operator(s) Date Plan Sheet from construction products and materials Initials #(S) ✓ Fallow all federal, state, and local requirements that apply to the use, handling and disposal of pesticides, herbicides, and fertilizers. ✓ Keep chemicals on -site in small quantities and in closed, well marked containers. ✓ Clean up solid waste, including building materials, garbage, and debris on a daily basis and deposit into covered dumpsters that are periodically emptied. ✓ Schedule waste collection to prevent exceeding the capacity of onsite containers. Additional containers may be necessary depending on the phase of construction (e.g., demolition, etc.) ✓ Dispose of all solid waste at an authorized disposal site. ✓ Ensure that containers have lids or are otherwise protected from exposure to precipitation. DISCHARGES FROM OTHER POTENTIAL POLLUTANT SOURCES ✓ Discharges from other pollutant sources (e.g., water line flushing, storm sewer flushing, above ground storage tanks, etc.) not mentioned elsewhere must be addressed. ✓ Above ground oil storage tanks with a storage capacity exceeding 1,320 gallons and have a reasonable expectation of a discharge into or upon Waters of the United States are required to have a Spill Prevention Control and Countermeasure (SPCC) Plan. ✓ The discharge of contaminated flush water and material removed during flushing operations must be collected and disposed of in accordance with appropriate federal, state, and local requirements. FUELING AREA BELOW -GRADE CONTAINMENT AREA SANDBAG 10 MIL. PLASTIC LINING 3' MIN. 2 % SLOPE BERM PAVED FUELING AR EA SILT FENCE LOCATE ON DOWNHILL SIDE OF PORTABLE TOILET 10, STD. PORTABLE TOILET SECTION A -A' 12" HIGH DIVERSION BERM NOT SCALE ON 3 DOWNHILL SIDES VARIES SANDBAG (TYP.) k VARIES PAVED FUELING AREA. 10 MIL. PLASTIC LINING 7BOTTOM OF BERM TOP OF BERM DISCHARGES FROM CONCRETE LATE® ASH ACTIVITIES ✓ Concrete trucks are not allowed to wash out or discharge surplus concrete or drum wash water on site except in a dedicated area(s) that is located to prevent discharge to storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ Each facility must have a stabilized access to prevent mud tracking into the street. ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. REVISIONS TO LOCATIONS Shown on Date Plan Location of Dedicated Area(s) Operator's Sheet #(s) Initials ✓ Facilities must be cleaned, or new facilities constructed, once the washout area is two-thirds (2/3) full. V'A WILLIAM J. LEDBETTER Lic. No.1507—B 1 i9ND SUR`0't ✓ The dedicated area must be covered (e.g., plastic sheeting, temporary roof, etc.) to prevent contact with stormwater. ✓ The contaminated wastewater from the dedicated area Must be collected for disposal b waste p y a hauler or discharged to the sanitary sewer. In §itUgti8fls 1,09Fe these p"olltit'aBts 9Fe 8F 66U18 ke g"en"eF5t6d at locations 6th9F than at the designated area (e.g., concrete pours, building washing, etc.), cover (e.g., plastic sheeting, temporary roof, etc.) must be provided to prevent contact with stormwater and the contaminated wastewater from the activity Must be collected for disposal by a waste hauler or discharged to the sanitary sewer. _DISCHARGES OF HAZARDOUS, TOXIC, AND SANITARY WASTE ✓ Storage and disposal of hazardous, toxic and sanitary wastes are to be conducted in dedicated areas. ✓ The dedicated areas must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. ✓ The dedicated areas must be designed to prevent the discharge of hazardous, toxic and sanitary waste by avoiding contact with precipitation ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Date Shown on Plan Location(s) of Dedicated Areas) for storage and disposal of Sheet #(s) hazardous and toxic wastes Approved Plan REVISIONS TO LOCATIONS Date Shown on Plan Locations) of Dedicated Area(s) for storage Operators) Sheet #(s) and disposal of hazardous and toxic wastes Initials Shown on Date Plan Location(s) of Dedicated Area(s) for portable toilets Sheet #(s) Approved Plan REVISIONS TO LOCATIONS Shown on Location(s) of Dedicated Area(s) for portable Operator(s) Date Plan toilets Initials Sheet #(s) ✓ Consult with local waste management authorities or private firms about the requirements for disposing of hazardous materials and/or soils that may be contaminated with hazardous materials. ✓ Never remove the original product label from the container. Follow the manufacturer's recommended method of disposal. ✓ Schedule periodic pumping of portable toilets and dispose of waste ✓ Dispose of all solid waste at an authorized disposal site. SWPPP MODIFICATIONS AND REVISIONS The operator(s) shall ensure the SWPPP is modified and/or revised to reflect: ✓ Changes in qualified personnel; delegated authorities or other personnel required as a condition of the General Construction Permit; ✓ Changes in site conditions; ✓ Changes in the design, construction, operation, or maintenance of the construction site that affect the potential for discharges of pollutants that are not addressed in the normal implementation of the plan; and ✓ Ineffective control measures identified during inspections or investigations conducted by the operator's qualified personnel or local, state or federal officials. Modifications/revisions to the SWPPP shall include additional or modified control measures to address the identified deficiencies. If the necessary modifications/revisions require approval by the Administrator or DEQ, the modificationslrevisions must be implemented no later than seven (7) calendar days following approval. If the necessary modifications/revisions do not require approval by the Administrator, the modifications/revisions must be implemented prior to the next anticipated storm event or as soon as practicable. The operator(s) shall update the SWPPP to include: ✓ 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; ✓ Documentation of modifications and revisions to the SWPPP; ✓ Areas that have reached final stabilization where no further SWPPP or inspection requirements apply; ✓ 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; and ✓ The date, volume, and corrective/preventative actions implemented for any prohibited discharge. The operator(s) shall update the SWPPP no later than seven (7) days following any of the situations identified above. OPERATOR INSPECTIONS The operator(s) identified below shall provide for inspections of the permitted land - disturbing activities by the qualified personnel identified below. The inspections will be conducted (select one the following options): Where areas are in a stabilized condition or runoff is unlikely due to winter conditions, the inspection frequency may be reduced to once every 30 days while these conditions exist. Otherwise, the operator(s) shall resume the regular inspection frequency identified above. The operator(s) shall provide for inspections of the permitted land -disturbing activity to ensure implementation and continued maintenance of all requirements of the Stormwater Pollution Prevention Plan (Erosion and Sediment Control Plan, Stormwater Management Plan, Pollution Prevention Plan, TMDL requirements, etc.). Records of the required inspections must be maintained and included in the SWPPP binder. The qualified personnel are encouraged to use the Operator Inspection form provided in the SWPPP binder to document the required inspections. If inspections are conducted once every five (5) business days and no later than 48 hours following any measureable storm event, the location of the rain gauge used to determine the amount of rain must be included in the SWPPP and documented in the inspection report. I certify under penalty of law that the qualified personnel identified below: a. has been designated by the Operator to conduct inspections of the permitted site; b. is knowledgeable in the principles and practices of erosion and sediment control and stormwater management; C. possesses the skills to assess conditions at the permitted site for the Operator(s) that could impact stormwater quality and quantity; d. will assess the effectiveness of any erosion and sediment control measures or stormwater management facilities selected to control the stormwater discharges from the permitted site; and e. will conduct inspections in accordance with the frequency noted above in the OPERATOR INSPECTIONS section of this sheet. QUALIFIED PERSONNEL Name Tint ` r€1E1 E (p ) � PhoneE Additional information is located in Tab 6 of the SWPPP Binder. As the Operator(s) or Delegated Authority, Ilwe understand that prior to initiating land disturbance, the potential pollutant sources, appropriate control measures, and all responsible parties (operator, qualified inspection personnel, contractors, etc.) required as a condition of the General Construction Permit (GCP) and the Stormwater Pollution Prevention Plan (SWPPP) must be identified. I also understand this information must be updated as necessary throughout all phases of construction until the GCP is terminated. Furthermore, I/vve certify under penalty of law that I/we have read and understand all requirements of the SWPPP (erosion and sediment control plan, stormwater management plan, pollution prevention plan, TMDL provisions, administrative requirements, etc.) and GCP and that the information herein 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 or imprisonment for knowing violations. I/we understand that I/vn are ultimately responsible for compliance with all conditions and requirements of the SWPPP and GCP and for ensuring all contractors and subcontractors on the permitted site are aware of the conditions and requirements of the SWPPP and GCP. I/we shall comply with all conditions and requirements of the SWPPP and shall at all times properly operate and maintain all measures and control (and related appurtenances) which are installed or used to achieve compliance with the conditions of the GCP. Proper opration and maintenance also includes adequate funding and adequate staffing. I/vve shall take all reasonable steps to minimize or prevent any discharge in violation of the SWPPP and/or GCP. I/we understand that if it determined by the Department of Environmental Quality (DEQ) in consultation with the State Water Control Board at any time that stormwater discharges are causing, have reasonable potential to cause, or contribute to and excursion above any applicable water quality standard, the DEQ may, in consultation with the Administrator, take appropriate enforcement action and require: a. Modification of control measures to adequately address water quality concerns; b. Submission of 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. Cessation of discharges of pollutants from construction activity and submit an individual permit application according to 4VAC25-870-410. Additional ►ntormation can be found in the SWPPP Binder, h' DATE JULY 5, 2018 SCALE N/A CONTOUR INTERVAL /A FILE NUMBER 8053