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HomeMy WebLinkAboutWPO201900025 VSMP - SWPPP WPO VSMP 2019-06-19 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing 11 Charlottesville,Virginia 22902-4596 Tel.(434)296-5832 • Fax(434)972-4126 Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name. Innisfree Village Address 5505 Walnut Level Road Crozet, VA 22932 Prepared by: Name Terra Engineering and Land Solutions, PC Prepared for: Name Innisfree, Inc. SWPPP Preparation Date: 06/17/2019 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) APPROVED by the Albemarle County Community De elopment Department Date 4 f/�q File W r0 0 RECEIVED JUN182019 COMMUNITY DEVELOPMENT Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17-405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County 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: Li-��,; C C � ti�� ��tiC ,tt." `� } Ivc . Contact: .'t (r C ( cif ! E Mailing Address: r), a� City: (1_L,e,/ C tl i I 1 State: L'4 Zip:: 2 1 o.c Phone: C-I-SH "CIR(-5 L� � 3 7 Email address (if available): rnQ i (0;1 x-how•(4 m Indicate if DEQ may transmit general permit correspondence electronically: Yes Eg No 2. Existing General Permit Registration Number(for renewals only): 3. Name and Location of the Construction Activity: Name: L�nvt t S�./Pt� iL' , ,1 Address(if available): 5 C' S `.,�;: ��� LEAJ ._k City: State: Zip. . County(if not located within a City): A- I to Latitude (decimal degrees): Longitude(decimal degrees): Name and Location of all Off-site Support Activities to be covered under the general permit: Name: Address(if available): City• State: Zip: County(if not located within a City): Latitude (decimal degrees): . )`t (.), Longitude(decimal degrees): — t [j L(t.rLI 4. Status of the Construction Activity(check only one): Federal❑ State Public❑ Private(J� 5. Nature of the Construction Activity(e.g., commercial, industrial, residential,agricultural, oil and gas,etc.): 6. Name of the Receiving Water(s)and Hydrologic Unit Code (HUC): Name: ; )0 .! t P �`,v C 7 Name: HUC: L� ?.0 SC L-1 CL HUC: 7. If the discharge is through a Municipal Separate Storm Sewer System (MS4),the name of the MS4 operator: 8. Estimated Project Start and Corn letion Date: l f Start Date(mm/dd/yyyy): .r/ ,.01'? Completion Date(mm/dd/yyyy): l r .o 9. Total Land Area of Development(to the nearest one-hundredth acre): (- - Estimated Area to be Disturbed (to the nearest one-hundredth acre): .• �.`'-( �_ __ 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes❑ No sl 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 aro significant penalties for submitting false information including the possibility of fine and imprisonment for knowin iolations," Printed Name: - C.C- `C Title: Signature: _ _Date: TS/ '1'r /!y (Please sign in INK. This ' c n must be signed by the appropriate person associated with the operator identified in Item#1.) 07/2014 Page 1 of 1 Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.) (Provide a copy of the DEQ coverage letter when obtained) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing) Project Description This narrative is intended to describe the design and analysis of the stormwater management(SWM)facility for the Innisfree Village project. The project is located in County of Albemarle, North of Crozet, VA on Tax Map Parcels (TMP) 14-10A0, 14-10A3, 14-10F0 and 14-10F3. The owner of the development is Innisfree Village Existing Conditions There are currently five (5) cottages, two (2)storage sheds, a tennis court and a basketball court that are a part of Innisfree Village The area is mostly wooded with small areas of grass lawn and gravel parking. On-site stormwater flows to two (2) locations The water from the tennis court, buildings and area to the north is directed by culverts and flows to a channel to the north of the site. the water from the basketball court and the front lawn sheet-flows to the south. Proposed Improvements These facilities are to be demolished and replaced by two (2) new buildings Impervious area will be reduced and stormwater will be directed by grass channels and level spreaders to the existing outflow locations. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, 11 x 17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 5. Stormwater Management Plan (Provide a reduced I1 x 17 copy of the latest stormwater management plan. Do not reference only.) Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Plan showing pollution activities and prevention practices (Provide a reduced 1 1x17 copy of a site plan on which all of the following activity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections ) See drawing set, Appendix A. B. Sources of Pollutants,locations, and prevention practices Pollutant,or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Concrete Washout Near entrance Straw bale and filter fabric Construction Debris Covered dumpster Refueling Area Inlet protection filter Urine and Fecal Porta-John *Dumpsters should be covered in a manner to prevent contact of waste materials with stormwater and concrete wash water should be discharged directly into the lined trap. fiSpill kit to be provided by contractor at readily accessible location on-site Current site location of Spill Kit (fill in blank) C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures Follow Erosion and Sediment Control Clearing,grading,excavating,and un- Plan. Dispose of clearing debris at stabilized areas Land disturbance area acceptable disposal sites.Seed and mulch, or sod within 7 days of land clearing • Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbent/oil dry for all paving machines to limit leaks and spills Direct concrete wash water into a leak- Concrete washout and Current location and detail shown on proof container or leak-proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction,stucco, in a flat unpaved area.Prevent the painting, and cleaning Structures discharge of soaps,solvents,detergents and wash water,paint,form release oils and curing compounds. Water shall be filtered,settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Material delivery and storage Designated area shown on plan Designated areas for material delivery and storage. Placed near construction Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures entrances,away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions MSDS's attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a waterway Containers have lids covered Current designated container areas on before periods of rain,or are in a covered Solid waste disposal plan area. Scheduled collection to prevent overfilling.MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable sanitary facilities will be provided,and Sanitary waste Current locations shown on plan located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better Wash Waters Wash areas shown on plan control as specified on plan Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtenng for all plan wash waters per the plan Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products, construction wastes,trash,landscape matenals,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges ) D. Non-stormwater discharges Discharge Pollutants or Pollutant Location on Site Constituents Water for washing vehicles Tire mud Construction entrance Potable water sources surface runoff existing wells Foundation drains Fertilizer for temp seeding Perimeter of new buildings E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Lithic Construction,Inc Alec Cargile PO Box5206 Charlottesville,VA 22905 434-996-4737 Email:mail@lithicconstruction.com F. Response and reporting practices Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows Respond to all spills,leaks and discharges as follows; (1) Prevent and respond to leaks, spills, and other releases including (i)procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and(ii)procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing(i) cover(e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii)collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing(e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak-proof container or leak-proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including(i)building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii)pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (iii)construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, and sanitary wastes. Report all spills,leaks and discharges as follows; 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, Issued— 10/2015 Stormwater Pollution Prevention Plan(SWPPP) County of Albemarle 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. (Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A 4 e ) Emergency Contacts: Normal Working Hours DEQ Valley Regional Office (540)574-7800 Nights Holidays&Weekends VA Dept of Emergency Management (804)674-2400 24 Hour Reporting Service Local Contacts: Local Fire Department 911 Local Police Department 911 G. Pollution Prevention Awareness (Describe training and procedures to provide awareness and compliance for all measures in this document, waste management, wash waters, prevention measures, etc ) 1. Personnel involved in clearing, grading, or general construction activities receive initial (first day) tour of site, with emphasis on critical resources. 2. Identify Limits of Disturbance for all personnel- on plans, stakes in field. Identify stream buffer impacts - on plan, stake in field. Explain ESC measures pre-requisite to land disturbance. 3. If E+SC measures are not installed 9per plans) and functional (per inspection), then no grading will be permissible. No land disturbance prior to E+SC measures. 4. Any new personnel receive tour training#1-3 above. (ultimate VPDES GP compliance responsibility lies with Construction Activity Operator) 5. Orientation for personnel unfamiliar with E=SC: control measures and eth individual E=SC maintenance duties/responsibilities shall be explained to them. 6. It is important to report and repair signs of deterioration or damage to any E+SC measure, of PPP practice and not neglect them. 7. The consequence of failing to maintain E=Sc measures (ref. VPDES GP) or properly report will result in a stop work order. 8. It is important to maintain good housekeeping during construction activities; spill prevention; care when fueling; use and proper disposal o liquids. 9. Explain where spill prevention/response kits located; explain how to use. 10. Explain what may and may not be placed in solid waste dumpster. 11. Instruct personnel in proper disposal of hazardous waste. 12. Explain on-site location of SWPPP doc, MSDS sheets. 13. Explain on-site location of emergency phone numbers. 14. Explain expectation in event of spills. 15. Monitor concrete truck washout. 16. Perform inspections as required. 17. Furnish refreshed training (lx mon). 18. Maintain records, item 1-17. CIA -- t;T: ; CI _-< ' y j. It1 . r r. �- . "leT .1' ✓ + . it 1 $.5,1 1 .�6�* i {( �I flit,i � � 'l SST i i Ji ' J 1 'Jy(. �. _ i■ 1' ' z 1 i. - , re. 4 ., F t .O,re'1'. -1, ir _? ' i YItf 4 4" � � ' ' - n 1. I r1 ' .ee " :. 4— >��=I. --- - : er ...Re " 1 ,� r q L - - �, _ C -`~y:.—..Yam`^-_.,,.a •;,f.Y moray; .e-• Y .. . _ 'it. -•w�T � '. d ,.•' - ._. _�_ _ -.. s r d '' ' :rt µ.me;-' a t _ - - _ � ._..�._ . i '� `L ..._...t- C :fa`��M.3 � "':. �.-.;Tr > II - > i. - - �_ -" -,ate II • \ �, I 1 . + r , ( -fir;+� - , •._1--_,Ct w a2ist tili SD ` \\c -< 44e �.r"jam `i.�tP \ I y. "� Z�e,1- .• '.T, ,j ,. Co h -. ,S%r..-`•6-.vy `$'.'— `^ 1 3" .1..-e "'=_Yr'_' `%''^�-°yam .,.;� '•'..1.' t•• ^ , 4.iyv.,L:-" . -0>•:.;� `e yyaa `. ,,(�/ / ` 7 .� - 37} ,.A�_.-t--- � a • / \�k.. X- 1� K�'i` M gy p:' L ♦ .1 .-,, ) y A-,'J�.y�ejk- 1-1-'ilbi.'l~, 1t ' S-21:Z b� �r• w .J,pjj' t r 1:+:^�t��Y1 - JI % t`Qi...i 5r��.17i '*i +G.kr-`.a-i' .ice ' 1Y- \F �� :-Y2Rt' w'T '- .—. l•. tS_t1►":.r♦ TYPICAL CONCRETE WASHOUT Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. (Provide detailed measures for any applicable TMDL) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Fact Sheets for VIRGINIA DI-j'ARThttNT OF Impaired (Category 5) Waters in 2016 ENvIRoNNIENTAL QUALITY James River Basin Cause Group Code: H24R-02-BEN X-trib to Doyles River Location. X-trib to Doyles River from the headwaters downstream to its confluence with the Doyles River. (Start Mile•4.74 End Mile* 0.00 Total Impaired Size:4.74 Miles) City/County Albemarle Co. Use(s) Aquatic Life Cause(s)/ VA Category: Benthic-Macroinvertebrate Bioassessments/5A This segment is impaired due to violations of the General Standard for benthics at station:2-XDL-XDY01-SW (Impaired for VSCI). Initial Listing Date 2012 X-trib to Doyles River Estuary Reservoir River Aquatic Life (Sq. Miles) (Acres) (Miles) Benthic-Macroinvertebrate Bioassessments-Total Impaired Size by Water Type* 4.74 Sources. Source Unknown Final 2016 Appendix 5-399 Section S. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections ) General Contact Terra Engineering and Land Solutions,PC Steven L.Driver 2374 Stuarts Draft Hwy. Stuarts Draft,VA 24477 540-337-4591 Email: sdriver@terraenginccring net. General Contractor Lithic Construction,Inc. Alec Cargile P O.Box 5206 Charlottesville,VA 22905 434-996-4737 Email mail@lithicconstruction.com Section 9. Signed Certification (Provide certification according to 9VAC25-870-370) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate 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." Operator Name: Au,rorc R• Lltti-}--er Company: T-hf\S"-Pre PO•Ir�e9 Title: EX•C(LcV-1VC, 1 rec 0 r- Signature: y V \ Date: 3l Ze' ;q Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A formal. signed delegation of authority is needed ) Delegation of Authority I,Aurora, M, fiAi+"r-(name),hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements,including the Construction General Permit, at the I k,,,..5V e.F \1;l(a... a construction site.The designee is authorized to sign any reports,stormwater pollution prevention plans and all-ther documents required by the permit. .A I e L (name of ..1. person or position) t t I (company) C' �i L Cc,.S u.0-1.40 lv.0 (address) S J:lie VA ;Laci U,S (city,state,zip) (phone) By signing this authorization,I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit(CGP),and that the designee above meets the definition of a"duly authorized representative". Operator Name: AVM rote. Company: Incorpo rrx-fir( Title: EXC'C.5.i-+,r-C_ 1 redo (— Signature: ({,(,t.na_ /X 4A- Date: 3 2 q 19 Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 Effective Date: July 1, 2014 Expiration Date: June 30, 2019 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth herein. General Permit No. VAR10 Page 1 of 23 PARTI DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. 1 During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. 2. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on-site or off-site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state, federal, and local approvals are obtained for the support activity B. Limitations on coverage. 1 Post-construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post-construction industrial stormwater discharges may need to be covered by a separate VPDES permit. 2. Discharges mixed with nonstormwater This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. 3. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. 4. Impaired waters and TMDL limitatidn. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2012 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment-related parameter (i.e., total suspended solids or turbidity) or(ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations. In addition, the operator shall implement the following items: General Permit No. VAR10 Page 2 of 23 a. The impaired water(s), approved TMDL(s), and pollutant(s) of concern, when applicable, shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit. 5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator implements the following: a. The exceptional water(s)shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts. C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. General Permit No. VAR10 Page 3 of 23 D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities. All other discharges including the following are prohibited: 1 Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1 Discharges from firefighting activities; 2. Fire hydrant flushings; 3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings; 6. Routine external building wash down where soaps, solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7 Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11 Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F Termination of general permit coverage. 1 The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60 to the VSMP authority after one or more of the following conditions have been met: General Permit No..VAR10 Page 4 of 23 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator is responsible. When applicable, long term responsibility and maintenance requirements shall be recorded in the local land records prior to the submission of a notice of termination; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For residential construction only, temporary soil stabilization has been completed and the residence has been transferred to the homeowner 2. The notice of termination should be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection. Termination of authorizations to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of the notice of termination, whichever occurs first. 3. The notice of termination shall be signed in accordance with Part Ill K of this general permit. G.Water quality protection. 1 The operator must select, install, implement and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. 2. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures in accordance with Part II B to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter must include a signed certification consistent with Part III K. General Permit No. VAR10 Page 5 of 23 PART II STORMWATER POLLUTION PREVENTION PLAN A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure (SPCC) plan developed for the site under§ 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II A. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator must develop the missing elements and include them in the SWPPP Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. A. Stormwater pollution prevention plan contents. The SWPPP shall include the following items: i 1 General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project(e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; General Permit No.: VAR10 Page 6 of 23 (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; (Hi) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi) construction waste storage; and (7) When applicable, the location of the on-site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection purposes. 2. Erosion and sediment control plan. a. An erosion and sediment control plan approved by the VESCP authority as authorized under the Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain erosion and sediment control plan approval from a VESCP authority or does not adopt department-approved annual standards and specifications shall submit the erosion and sediment control plan to the department for review and approval. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. A properly implemented approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department-approved annual standards and specifications, adequately (1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; (3) Minimizes the amount of soil exposed during the construction activity; (4) Minimizes the disturbance of steep slopes; (5) Minimizes sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provides and maintains natural buffers around surface waters, directs stormwater to vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless infeasible; (7) Minimizes soil compaction and, unless infeasible, preserves topsoil; (8) Ensures that stabilization of disturbed areas will be initiated immediately whenever any clearing, grading, excavating, or other land-disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and General Permit No. VAR10 Page 7 of 23 (9) Utilizes outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. New construction activities. A stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25- 870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain stormwater management plan approval from a VSMP authority or does not adopt department-approved annual standards and specifications shall submit the stormwater management plan to the department for review and approval. b. Existing construction activities. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to the water quality and quantity requirements. The SWPPP shall include a description of, and all necessary calculations supporting, all post- construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. 4. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant-generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity The pollution prevention plan shall: a. Identify the potential pollutant-generating activities and the pollutant that is expected to be exposed to stormwater; b. Describe the location where the potential pollutant-generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant-generating activity(if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); General Permit No..VAR10 Page 8 of 23 (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak-proof container or leak-proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, and sanitary wastes; and (8) Address any other discharge from the potential pollutant-generating activities not addressed above; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP 5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit, and exceptional waters. The SWPPP shall: a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and exceptional waters identified in 9VAC25-260-30 A 3 c, when applicable; b. Provide clear direction that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part I B 4 or Part I B 5. General Permit No. VAR10 Page 9 of 23 6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 7 Delegation of authority The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP 8. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K. B. SWPPP amendments; modification, and updates. 1 The operator shall amend the SWPPP whenever there is a change in the design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants to surface waters and that has not been previously addressed in the SWPPP 2. The SWPPP must be amended if, during inspections or investigations by the operator's qualified personnel, or by local, state, or federal officials, it is determined that the existing control measures are ineffective in minimizing pollutants in discharges from the construction activity Revisions to the SWPPP shall include additional or modified control measures designed and implemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures must be accomplished as described in Part II G. 3. The SWPPP must clearly identify the contractor(s) that will implement and maintain each control measure identified in the SWPPP The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and where modified as soon as possible; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II F General Permit No. VAR10 Page 10 of 23 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. C. Public Notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F D. SWPPP availability 1 Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on-site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. 2. The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity If an on-site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location must be posted near the main entrance of the construction site. 3. The operator shall make the SWPPP available for public review in an electronic format or in hard copy Information for public access to the SWPPP shall be posted and maintained in accordance with Part II C. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. E. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F 1 All control measures must be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II F identifies a control measure that is not operating effectively, corrective action(s) shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. 2. If site inspections required by Part II F identify an existing control measure that needs to be modified or if an additional control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. F SWPPP Inspections. 1 Personnel responsible for on-site and off-site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP The operator is responsible for insuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: General Permit No. VAR10 Page 11 of 23 (1) At least once every five business days; or (2) At least once every 10 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted no later than the next business day b. Where areas have been temporarily stabilized or land-disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency c. Representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the report required by Part II F 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and when applicable the date and rainfall amount of the last measurable storm event; (2) Record the information and a description of any discharges occurring at the time of the inspection; (3) Record any land-disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization; General Permit No. VAR10 Page 12 of 23 (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channel, flume, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for initiation of stabilization activities; (6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for completion of stabilization activities within seven days of reaching grade or stopping work; (7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department- approved annual standards and specifications has not been properly implemented. This includes but is not limited to: (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed; (8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance and effectiveness of the procedures and practices; (9) Identify any pollutant generating activities not identified in the pollution prevention plan; and General Permit No. VAR10 Page 13 of 23 (10) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The location(s) of prohibited discharges; d. The location(s) of control measures that require maintenance; e. The location(s) of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The location(s)where any evidence identified under Part II F 3 a (7) exists; g. The location(s) where any additional control measure is needed that did not exist at the time of inspection; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and j. The date and signature of the qualified personnel and the operator or its duly authorized representative. The inspection report and any actions taken in accordance with Part II must be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. G. Corrective actions. 1 The operator shall implement the corrective action(s) identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. 2. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. General Permit No. VAR10 Page 14 of 23 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator must comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1 Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity 2. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (1 VAC30-45 or 1 VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1 Monitoring records and reports shall include: a. The date, exact place, and time of sampling or measurements; b. The individual(s)who performed the sampling or measurements; c. The date(s)and time(s) analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. 1 The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. General Permit No. VAR10 Page 15 of 23 3. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this general permit or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or§62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1 A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7 If the discharge is continuing, what the expected total volume of the discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. General Permit No. VAR10 Page 16 of 23 Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or"upset," as defined herein, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include but are not limited to any discharge resulting from: 1 Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. 1 An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case-by-case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 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 III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468- 8892. General Permit No. VAR10 Page 17 of 23 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1 The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870- 420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1 Registration statement. All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy-making or decision-making functions for the corporation; or(ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports, etc. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part Ill K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part Ill K 1, b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator (A duly authorized General Permit No. VAR10 Page 18 of 23 representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP A copy must be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under§ 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 90 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by§ 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P Oil and hazardous substance liability Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under§§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or§ 311 of the Clean Water Act. General Permit No. VAR10 Page 19 of 23 Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1 "Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. General Permit No. VAR10 Page 20 of 23 b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. V Upset. 1 An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based state permit effluent limitations because of factors beyond the reasonable control of the operator An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology- based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause(s) of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W Inspection and entry The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1 Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency General Permit No. VAR10 Page 21 of 23 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. 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 General Permit No. VAR10 Page 22 of 23 DEFINITIONS "Business day" means Monday through Friday excluding state holidays. "Commencement of land disturbance" means the initial disturbance of soils associated with clearing, grading, or excavating activities or other construction activities(e.g., stockpiling of fill material). "Construction site" means the land where any land-disturbing activity is physically located or conducted, including any adjacent land used or preserved in connection with the land-disturbing activity "Final stabilization" means that one of the following situations has occurred: 1 All soil disturbing activities at the site have been completed and a permanent vegetative cover has been established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform (e.g., evenly distributed), mature enough to survive, and will inhibit erosion. 2. For individual lots in residential construction, final stabilization can occur by either a. The homebuilder completing final stabilization as specified in subdivision 1 of this definition; or b. The homebuilder establishing temporary soil stabilization, including perimeter controls for an individual lot prior to occupation of the home by the homeowner, and informing the homeowner of the need for, and benefits of, final stabilization. 3. For construction projects on land used for agricultural purposes, final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to surface waters, and areas that are not being returned to their preconstruction agricultural use must meet the final stabilization criteria specified in subdivision 1 or 2 of this definition. "Immediately" means as soon as practicable, but no later than the end of the next business day, following the day when the land-disturbing activities have temporarily or permanently ceased. In the context of this general permit, "immediately" is used to define the deadline for initiating stabilization measures. "Impaired waters" means surface waters identified as impaired on the 2012§ 305(b)/303(d)Water Quality Assessment Integrated Report. "Infeasible" means not technologically possible or not economically practicable and achievable in light of best industry practices. "Initiation of stabilization activities" means: 1 Prepping the soil for vegetative or nonvegetative stabilization; 2. Applying mulch or other nonvegetative product to the exposed area; 3. Seeding or planting the exposed area; 4. Starting any of the above activities on a portion of the area to be stabilized, but not on the entire area; or 5. Finalizing arrangements to have the stabilization product fully installed in compliance with the applicable deadline for completing stabilization. This list is not exhaustive. General Permit No. VAR10 Page 23 of 23 "Measurable storm event" means a rainfall event producing 0.25 inches of rain or greater over 24 hours. "Stabilized" means land that has been treated to withstand normal exposure to natural forces without incurring erosion damage. • -' COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.. VAR10 Effective Date: July 1, 2019 Expiration Date. June 30, 2024 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 the registration statement filed with the Department of Environmental Quality, 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 in this general permit. Construction General Permit Effective July 1, 2019 Page 2 of 26 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 permits expiration date, the operator is authorized to discharge stormwater from construction activities. 2. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on-site or off-site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f All applicable state, federal, and local approvals are obtained for the support activity B. Limitations on coverage. 1 Post-construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post-construction industrial stormwater discharges may need to be covered by a separate VPDES permit. 2. Discharges mixed with nonstormwater.This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. 3. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. Page 3 of 26 4. Impaired waters and total maximum daily load (TMDL) limitation. a. Nutrient and sediment impaired waters. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2016 § 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 stormwater pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations and implements an inspection frequency consistent with Part II G 2 a. b. Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters identified as impaired in the 2016 § 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 PCB are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations, and implements an inspection frequency consistent with Part II G 2 a. 5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit effective on July 1, 2014, to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP in accordance with Part II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a. 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 stormwater associated with construction activities. All other discharges including the following are prohibited: 1 Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; Page 4 of 26 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, managed in a manner to avoid an instream impact; 6. Routine external building wash down where soaps,solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7 Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11 Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F Termination of general permit coverage. 1 The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60, unless a registration statement was not required to be submitted in accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential structures,to the VSMP authority after one or more of the following conditions have been met: Page 5 of 26 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 has operational control. 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 complete and accurate notice of termination and the construction record drawing prepared; 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 individual lots in residential construction only, final stabilization as defined in 9VAC25- 880-1 has been completed, including providing written notification to the homeowner and incorporating a copy of the notification and signed certification statement into the SWPPP, and the residence has been transferred to the homeowner 2. The notice of termination shall be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. 3. Termination of authorization 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 a complete and accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first. 4. 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 unless otherwise notified by the VSMP authority or department. 5. The notice of termination shall be signed in accordance with Part Ill K of this general permit. G. Water quality protection. 1 The operator shall 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 C to adequately address the identified water quality concerns; b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or Page 6 of 26 c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter shall include a signed certification consistent with Part III K. PART II STORMWATER POLLUTION PREVENTION PLAN A. Stormwater pollution prevent plan. 1 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. 2. 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 B. 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 shall develop the missing elements and include them in the SWPPP. 3. Any operator that was authorized to discharge under the general permit effective July 1, 2014, 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. B. Contents. The SWPPP shall include the following items: 1 General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project (e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: Page 7 of 26 (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; (5) Locations where concentrated stormwater is discharged; (6) Locations of any support activities, including (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 as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2). 2. Erosion and sediment control plan. a. An erosion and sediment control plan designed and approved in accordance with the Virginia 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. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. An 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, implemented to: (1) Control the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Control stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; Page 8 of 26 (3) Minimize the amount of soil exposed during the construction activity; (4) Minimize the disturbance of steep slopes; (5) Minimize 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) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration, unless infeasible; (7) Minimize soil compaction and, unless infeasible, preserve topsoil; (8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed areas 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) 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. 3. Stormwater management plan. a. Except for those projects identified in Part II B 3 b, a stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an approved stormwater management plan is not required. In lieu of an approved stormwater management plan, the SWPPP shall include a description of, and all necessary calculations supporting, all post-construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. 4. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant- generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity The pollution prevention plan shall; a. Identify the potential pollutant-generating activities and the pollutant that is expected to be exposed to stormwater; Page 9 of 26 b. Describe the location where the potential pollutant-generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant-generating activity (if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part Ill 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 (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape Page 10 of 26 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, waste concrete, and sanitary wastes; (8) Address any other discharge from the potential pollutant-generating activities not addressed above; (9) Minimize the exposure of waste materials to precipitation by closing or covering waste containers during precipitation events and at the end of the business day, or implementing other similarly effective practices. Minimization of exposure is not required in cases where the exposure to precipitation will not result in a discharge of pollutants; 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 nutrient and sediment impaired waters. For discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for sediment for a sediment- related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or phosphorus), the operator shall: a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. 6. SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For discharges from construction activities that include the demolition of any structure with at least 10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated Report or(ii)with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit for PCB, the operator shall: Page 11 of 26 a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP; b. Implement the approved erosion and sediment control plan in accordance with Part II B 2; c. Dispose of waste materials in compliance with applicable state, federal, and local requirements; and d. Implement a modified inspection schedule in accordance with Part II G 2 a. 7 SWPPP requirements for discharges to exceptional waters. For discharges to surface waters identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall: a. Identify the exceptional surface waters in the SWPPP; and b. Provide clear direction in the SWPPP that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a. 8. Identification of qualified personnel. The name, phone number, and qualifications of the qualified personnel conducting inspections required by this general permit. 9. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part III K, to sign inspection reports or modify the SWPPP 10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K. C. 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 shall 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 shall be accomplished as described in Part II H. Page 12 of 26 3. The SWPPP shall 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 as soon as possible but 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 were modified; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II G. 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part Ill K. D 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. E. 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. Page 13 of 26 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 shall 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 D. 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. F. 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 shall 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 G identifies a control measure that is not operating effectively, corrective actions 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 G identify an existing control measure that needs to be modified or if an additional or alternative 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 additional or 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 G. 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 ensuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. For construction activities that discharge to a surface water identified in Part II B 5 and B 6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following inspection schedule requirements apply (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 24 hours following a measurable storm event. In the event that a measurable storm event occurs when Page 14 of 26 there are more than 24 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections as authorized in Part II G 2 d shall not be allowed. b. Except as specified in Part II G 2 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 24 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 24 hours between business days, the inspection shall be conducted on the next business day c. 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 described in Part II G 2 a and 2 b 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 d. Except as prohibited in Part II G 2 a (2), 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 inspection report required by Part II G. e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection.Any time inspections are delayed due to adverse weather conditions, evidence of the adverse weather conditions shall be included in the SWPPP with the dates of occurrence. 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; Page 15 of 26 (2) Record the information and a description of any discharges occurring at the time of the inspection or evidence of discharges occurring prior to 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 and effective impoundment or flow control; (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 channels, flumes, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved or public roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days to ensure: (a) Initiation of stabilization activities have occurred immediately, as defined in 9VAC25-880-1; and (b) Stabilization activities have been completed within seven days of reaching grade or stopping work; (6) 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: Page 16 of 26 (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 sediment 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 or is not effective 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 or sediment deposition outside of the approved area to be disturbed; (7) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance, and effectiveness of the procedures and practices; (8) Identify any pollutant generating activities not identified in the pollution prevention plan; and (9) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4 Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and, when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The locations of prohibited discharges; d. The locations of control measures that require maintenance; Page 17 of 26 e. The locations of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The locations where any evidence identified under Part II G 3 a (6) exists; g. The locations where any additional control measure is needed; 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. 5. The inspection report shall be included into the SWPPP no later than four business days after the inspection is complete. 6. The inspection report and any actions taken in accordance with Part II shall 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 Ill K of this general permit. H. Corrective actions. 1 The operator shall implement the corrective actions 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. Page 18 of 26 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 shall 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 (1VAC30-45 or 1VAC30-46). 3. The operator shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements. B. Records. 1 Monitoring records and reports shall include: a. The date, exact place, and time of sampling or measurements; b. The individuals who performed the sampling or measurements; c. The dates and times analyses were performed; d. The individuals 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. Page 19 of 26 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 terminating this general permit coverage or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117,40 CFR Part 302, or§62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; Page 20 of 26 3. The date on which the discharge occurred; I 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 in this general permit, 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 any discharge resulting from: 1 Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4 Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. 1 An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; Page 21 of 26 ( 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 Ill 11 or 2 in writing as part of the SWPPP The reports shall contain the information listed in Part Ill 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 Page 22 of 26 manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency 2. Reports and other information.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 shall be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4 Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: 5. "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 Page 23 of 26 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 coverage, 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 60 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by§ 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset" (Part III V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under§§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or§ 311 of the Clean Water Act. 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. Page 24 of 26 S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1 "Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation.These bypasses are not subject to the provisions of Part 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 date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. 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. Page 25 of 26 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 of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records shall be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that shall 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. Page 26 of 26 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 permit coverage 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 permit coverage. 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. 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 Section 12. Inspection logs (Provide templates for your inspections Requirements are listed in 9VAC25-880-70, Part II, section B and F.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County MAJOR GRADING ACTIVITIES OCCUR Prepared By: printed name signed name Date: Description Start Date Completion Date CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE Prepared By: printed name signed name Date: Description Start Date Completion Date STABILIZATION MEASURES ARE INITIATED Prepared By: printed name signed name Date: Description Start Date Completion Date Where an inspection report does not identify any incidents of noncompliance,the report shall contain a certification activity in compliance with the SWPPP and the Construction General Permit. In addition, any person signing a document under part III K 1 or 2 of the permit shall make the following statement: 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. Inspection Report Template - Field Version Purpose This Inspection Report Template (or "template") was designed to assist you in preparing inspection reports for EPA's 2014 Construction General Permit (CGP). If you are covered under the 2014 CGP, this template will enable you to create an inspection report form that is customized to the specific circumstances of your project and that complies with the minimum reporting requirements of Part II F of the permit. Note that the use of this form is optional; you may use your own inspection report form provided it includes the minimum information required in Part II F of the CGP. If you are covered under a state CGP, this template may be helpful in developing a form that can be used for that permit; however it will need to be modified to meet the specific requirements of that permit. If your permitting authority requires you to use a specific inspection report form, you should not use this form. Notes: While EPA has made every effort to ensure the accuracy of all instructions and guidance contained in the Inspection Report Template, the actual obligations of regulated construction activities are determined by the relevant provisions of the permit, not by the template. In the event of a conflict between the Inspection Report Template and any corresponding provision of the 2014 CGP, you must abide by the requirements in the permit. EPA welcomes comments on the Inspection Report Template at any time and will consider those comments in any future revision of this document. You may contact EPA for CGP-related inquiries at cgp©epa gov. Overview of Inspection Requirements Construction operators covered under the 2014 CGP are subject to the following requirements in Part II F. Inspection Frequency(see Part II F) You are required to conduct inspections either. • Once every 7 calendar days;or • Once every 14 calendar days and within 24 hours of a storm event of 0.25 inches or greater Your inspection frequency is increased if the site discharges to a sensitive water.See Part II F.Your inspection frequency may be decreased to account for stabilized areas,or for arid,semi-arid, or drought-stricken conditions, or for frozen conditions See Part II F Areas That Need to Be Inspected(see Part II F) During each inspection,you must inspect the following areas of your site. • Cleared, graded, or excavated areas of the site, • Stormwater controls (e.g., perimeter controls, sediment basins, inlets, exit points etc.) and pollution prevention practices (e.g., pollution prevention practices for vehicle fueling/maintenance and washing, construction product storage, handling, and disposal, etc.) at the site; • Material,waste, or borrow areas covered by the permit, and equipment storage and maintenance areas; • Areas where stormwater flows within the site, • Stormwater discharge points;and • Areas where stabilization has been implemented What to Check For During Your Inspection (see Part II F) During your site inspection, you are required to check. • Whether stormwater controls or pollution prevention practices require maintenance or corrective action, or whether new or modified controls are required; • For the presence of conditions that could lead to spills, leaks, or other pollutant accumulations and discharges, • Whether there are visible signs of erosion and sediment accumulation at points of discharge and to the channels and streambanks that are in the immediate vicinity of the discharge, • If a stormwater discharge is occurring at the time of the inspection, whether there are obvious, visual signs of pollutant discharges, and • If any permit violations have occurred on the site. Inspection Reports (see Part II F) i Within 24 hours of completing each inspection,you are required to complete an inspection report that includes: • Date of inspection; • Names and titles of persons conducting the inspection, • Summary of inspection findings; • Rain gauge or weather station readings if your inspection is triggered by the 0.25 inch storm threshold, and • If you determine that a portion of your site is unsafe to access for the inspection, documentation of what conditions prevented the inspection and where these conditions occurred on the site Instructions for Using This Template This Field Version of the Inspection Report Template is intended to be used in the field and filled out by hand. If you will be filling out the Inspection Report Template electronically (i.e., you will be typing in your findings), please use the Electronic Version of the Inspection Report Template available at www epa gov/npdes/npdes- applications-and-forms.The Electronic Version includes text fields with instructions for what to enter. Keep in mind that this document is a template and not an "off-the-shelf" inspection report that is ready to use without some modification. You must first customize this form to include the specifics of your project in order for it to be useable for your inspection reports. Once you have entered all of your site-specific information into these fields,you may print out this form for use in the field to complete inspection reports. The following tips for using this template will help you ensure that the minimum permit requirements are met: • Review the inspection requirements. Before you start developing your inspection report form, read the CGP's inspection requirements.This will ensure that you have a working understanding of the permit's underlying inspection requirements. • Complete all required text fields. Fill out all text fields. Only by filling out all fields will the template be compliant with the requirements of the permit. (Note: Where you do not need the number of rows provided in the template form for your inspection, you may leave those rows blank Or, if you need more space to document your findings,you may add an additional sheet ) • Use your site map to document inspection findings. In several places in the template, you are directed to specify the location of certain features of your site, including where stormwater controls are installed and where you will be stabilizing exposed soil. You are also asked to fill in location information for unsafe conditions and the locations of any discharges occurring during your inspections. Where you are asked for location information, EPA encourages you to reference the point on your SWPPP site map that corresponds to the requested location on the inspection form. Using the site map as a tool in this way will help you conduct efficient inspections,will assist you in evaluating problems found, and will ensure proper documentation. • Sign and certify each inspection report. Each inspection report must be signed and certified by the permittee to be considered complete. Where your inspections are carried out by a contractor or subcontractor, it is recommended that you also have the form signed and certified by the inspector, in addition to the signature and certification required of the permitted operator. The template includes a signature block for both parties. • Include the inspection form with your SWPPP. Once your form is complete, make sure to include a copy of the inspection form in your SWPPP in accordance with the CGP. • Retain copies of all inspection reports with your records. You must also retain in your records copies of all inspection reports in accordance with the requirements of the 2014 CGP. These reports must be retained for at least 3 years from the date your permit coverage expires or is terminated Section-by-Section Instructions You will find specific instructions corresponding to each section of the report form on the reverse side of each page.These instructions provide you with more details in terms of what EPA expects to be documented in these reports General Information (see reverse for instructions) Name of Project CGP Tracking No. Inspection Date Inspector Name,Title& Contact Information Present Phase of Construction Inspection Location (if multiple inspections are required, specify location where this inspection is being conducted) Inspection Frequency(Note:you may be subject to different inspection frequencies in different areas of the site Check all that apply ) Standard Frequency. ❑ Weekly ❑ Every 14 days and within 24 hours of a 0.25" rain Increased Frequency. ❑ Every 7 days and within 24 hours of a 0 25"rain (for areas of sites discharging to sediment or nutrient-impaired waters or to waters designated as Tier 2, Tier 2 5, or Tier 3) Reduced Frequency. - ❑Once per month (for stabilized areas) - ❑Once per month and within 24 hours of a 0.25"rain (for arid,semi-arid, or drought-stricken areas during seasonally dry periods or during drought) - ❑Once per month (for frozen conditions where earth-disturbing activities are being conducted) Was this inspection triggered by a 0.25"storm event? ❑Yes ❑ No If yes, how did you determined whether a 0.25"storm event has occurred? ❑ Rain gauge on site ❑ Weather station representative of site.Specify weather station source: Total rainfall amount that triggered the inspection (in inches): Unsafe Conditions for Inspection Did you determine that any portion of your site was unsafe for inspection per CGP Part 4.1.5? ❑Yes ❑ No If"yes",complete the following: - Describe the conditions that prevented you from conducting the inspection in this location' - Location(s) where conditions were found: Page 1 of 5 Instructions for Filling Out "General Information" Section Name of Project Enter the name for the project. CGP Tracking No. Enter the tracking number that was assigned to your NOI application for permit coverage Inspection Date Enter the date you conducted the inspection. Inspector Name,Title&Contact Information Provide the name of the person(s) (either a member of your company's staff or a contractor or subcontractor) that conducted this inspection Provide the inspector's name, title,and contact information as directed in the form Present Phase of Construction If this project is being completed in more than one phase, indicate which phase it is currently in Inspection Location If your project has multiple locations where you conduct separate inspections, specify the location where this inspection is being conducted If only one inspection is conducted for your entire project,enter"Entire Site" If necessary, complete additional inspection report forms for each separate inspection location Inspection Frequency Check the box that describes the inspection frequency that applies to you. Note that you may be subject to different inspection frequencies in different areas of your site If your project does not discharge to a "sensitive water" (i.e, a water impaired for sediment or nutrients, or listed as Tier 2, 2 5, or 3 by your state or tribe) and you are not affected by any of the circumstances described in the CGP, then you can choose your frequency based on CGP Part 4.1 2-either weekly, or every other week and within 24 hrs of a 0.25 in storm event. For any portion of your site that discharges to a sensitive water,your inspection frequency for that area is fixed under the CGP at weekly and within 24 hrs of a 0.25 inch storm event. If portions of your site are stabilized, are located in arid,semi-arid, or drought-stricken areas, or are subject to frozen conditions, consult the CGP for the applicable inspection frequency Check all the inspection frequencies that apply to your project Was This Inspection Triggered by a 0.25 Inch Storm Event? If you were required to conduct this inspection because of a 0.25 inch (or greater) rain event, indicate whether you relied on an on-site rain gauge or a nearby weather station (and where the weather station is located) Also,specify the total amount of rainfall for this specific storm event Unsafe Conditions for Inspection Inspections are not required where a portion of the site or the entire site is subject to unsafe conditions.See CGP Part 4 1 5 These conditions should not regularly occur, and should not be consistently present on a site.Generally, unsafe conditions are those that render the site (or a portion of it) inaccessible or that would pose a significant probability of injury to applicable personnel. Examples could include severe storm or flood conditions, high winds, and downed electrical wires If your site, or a portion of it, is affected by unsafe conditions during the time of your inspection, provide a description of the conditions that prevented you from conducting the inspection and what parts of the site were affected If the entire site was considered unsafe, specify the location as "Entire site" Condition and Effectiveness of Erosion and Sediment(E&S) Controls (CGP) (see reverse for instructions) Type/Location of E&S Control Repairs or Corrective Date on Which Notes [Add an additional sheet if Other Action Maintenance or necessary] Maintenance Required?* Corrective Action First Needed?* Identified? 1. EYes ENo Eyes ENo 2. EYes ENo EYes ENo 3. EYes ENo EYes ENo 4. EYes ENo EYes ENo 5. EYes ENo EYes ENo 6. EYes ENo EYes EN() 7. EYes ENo EYes ENo 8. EYes ENo EYes ENo 9. EYes ENo EYes ENo 10. EYes ENo EYes ENo *Note:The permit differentiates between conditions requinng repairs and maintenance,and those requiring corrective action The permit requires maintenance in order to keep controls in effective operating condition and requires repairs if controls are not operating as intended.Corrective actions are triggered only for specific, more serious conditions,which include. 1) A required stormwater control was never installed,was installed incorrectly, or not in accordance with the requirements, 2) You become aware that the stormwater controls you have installed and are maintaining are not effective enough for the discharge to meet applicable water quality standards,3) One of the prohibited discharges is occurring or has occurred;or 4) EPA requires corrective actions as a result of a permit violation found during an inspection If a condition on your site requires a corrective action,you must also fill out a corrective action form. Page 2 of 5 Instructions for Filling Out the "Ei i and Sediment Control" Table Type and Location of E&S Controls Provide a list of all erosion and sediment (E&S) controls that your SWPPP indicates will be installed and implemented at your site This list must include at a minimum all E&S controls required by the CGP.Include also any natural buffers established under the CGP Buffer requirements apply if your project's earth-disturbing activities will occur within 50 feet of a surface water.You may group your E&S controls on your form if you have several of the same type of controls (e g ,you may group "Inlet Protection Measures", "Perimeter Controls",and "Stockpile Controls"together on one line), but if there are any problems with a specific control, you must separately identify the location of the control,whether repairs or maintenance or corrective action are necessary, and in the notes section you must describe the specifics about the problem you observed. Repairs or Other Maintenance Needed? Answer"yes"if the E&S control requires a repair of any kind (due to normal wear and tear, or as a result of damage) or requires maintenance in order for the control to continue operating effectively.At a minimum, maintenance is required in the following specific instances (1) for perimeter controls,whenever sediment has accumulated to or more the above-ground height of the control (CGP); (2) where sediment has been tracked-out onto the surface of off-site streets or other paved areas (CGP), (3)for inlet protection measures,when sediment accumulates,the filter becomes clogged, and/or performance is compromised (CGP), and (4) for sediment basins,as necessary to maintain at least 1/2 of the design capacity of the basin (CGP). Note In many cases, "yes"answers are expected and indicate a project with an active operation and maintenance program.You should also answer"yes" if work to fix the problem is still ongoing from the previous inspection Corrective Action Needed? Answer"yes"if during your inspection you found any of the following conditions to be present (CGP). (1) a required E&S control was never installed,was installed incorrectly,or not in accordance with the corresponding CGP requirement; (2) you become aware that the inadequacy of the E&S control has led to an exceedance of an applicable water quality standard;or(3) EPA requires corrective action for an E&S control as a result of a permit violation found during an inspection. If you answer"yes",you must take corrective action and complete a corrective action report, found at www.epa.gov/npdes/npdes-applications-and- forms. Note' You should answer"yes"if work to fix the problem from a previous inspection is still ongoing Date on Which Maintenance or Corrective Action First Identified? Provide the date on which the condition that triggered the need for maintenance or corrective action was first identified If the condition was lust discovered during this inspection,enter the inspection date. If the condition is a carryover from a previous inspection, enter the onginal date of the condition's discovery Notes For each E&S control and the area immediately surrounding it, note whether the control is properly installed and whether it appears to be working to minimize sediment discharge. Describe any problem conditions you observed such as the following,and why you think they occurred as well as actions (e.g., repairs, maintenance, or corrective action) you will take or have taken to fix the problem' 1.Failure to install or to properly install a required E&S control 2.Damage or destruction to an E&S control caused by vehicles, equipment, or personnel, a storm event, or other event 3 Mud or sediment deposits found downslope from E&S controls 4.Sediment tracked out onto paved areas by vehicles leaving construction site 5.Noticeable erosion at discharge outlets or at adjacent streambanks or channels 6.Erosion of the site's sloped areas (e.g.,formation of rills or gullies) 7.E&S control is no longer working due to lack of maintenance For buffer areas,make note of whether they are marked off as required,whether there are signs of construction disturbance within the buffer, which is prohibited under the CGP,and whether there are visible signs of erosion resulting from discharges through the area. If repairs,maintenance,or corrective action is required, briefly note the reason If repairs, maintenance,or corrective action have been completed, make a note of the date it was completed and what was done.If corrective action is required, note that you will need to complete a separate corrective action report describing the condition and your work to fix the problem Condition and Effectiveness of Pollution Prevention (P2) Practices (CGP) (see reverse for instructions) Type/Location of P2 Practices Repairs or Corrective Date on Which Notes [Add an additional sheet if Other Action Maintenance or necessary] Maintenance Required?* Corrective Action Needed?* First Identified? 1. DYes ❑No DYes ❑No 2. DYes ❑No ['Yes ❑No 3. DYes ❑No DYes ❑No 4. DYes ❑No ['Yes ❑No 5. DYes ❑No DYes ❑No 6. ['Yes ❑No DYes ❑No 7. ['Yes ❑No DYes ❑No 8. DYes ❑No ['Yes ❑No 9. DYes ❑No DYes ❑No 10. ['Yes ❑No DYes ❑No *Note:The permit differentiates between conditions requiring repairs and maintenance,and those requiring corrective action.The permit requires maintenance in order to keep controls in effective operating condition and requires repairs if controls are not operating as intended.Corrective actions are triggered only for specific, more serious conditions,which include. 1) A required stormwater control was never installed,was installed incorrectly, or not in accordance with the requirements; 2) You become aware that the stormwater controls you have installed and are maintaining are not effective enough for the discharge to meet applicable water quality standards;3) One of the prohibited discharges is occurring or has occurred, or 4) EPA requires corrective actions as a result of a permit violation found during an inspection If a condition on your site requires a corrective action, you must also fill out a corrective action form. Page 3 of 5 Instructions for Filling Out the "Poll i Prevention (P2) Practice"Table Type and Location of P2 Controls Provide a list of all pollution prevention (P2) practices that are implemented at your site.This list must include all P2 practices required and those that are described in your SWPPP. Repairs or Other Maintenance Needed? Answer"yes"if the P2 practice requires a repair of any kind (due to normal wear and tear, or as a result of damage) or requires maintenance in order for the control to continue operating effectively. Note: In many cases, "yes"answers are expected and indicate a project with an active operation and maintenance program. Corrective Action Needed? Answer"yes"if during your inspection you found any of the following conditions to be present (CGP) (1) a required P2 practice was never installed,was installed incorrectly,or not in accordance with the corresponding CGP requirement; (2) you become aware that the inadequacy of the P2 practice has led to an exceedance of an applicable water quality standard; (3) one of the "prohibited discharges" listed in CGP is occurring or has occurred, or (4) EPA requires corrective action for a P2 practice as a result of a permit violation found during an inspection If you answer"yes",you must take corrective action and complete a corrective action report (see www.epa.gov/npdes/npdes-applications-and-forms). Note. You should answer"yes"if work to fix the problem from a previous inspection is still ongoing. Date on Which Maintenance or Corrective Action First Identified? Provide the date on which the condition that triggered the need for maintenance or corrective action was first identified If the condition was just discovered during this inspection, enter the inspection date. If the condition is a carryover from a previous inspection, enter the original date of the condition's discovery Notes For each P2 control and the area immediately surrounding it, note whether the control is properly installed, whether it appears to be working to minimize or eliminate pollutant discharges, and whether maintenance or corrective action is required Describe problem conditions you observed such as the following, and why you think they occurred, as well as actions you will take or have taken to fix the problem 1.Failure to install or to properly install a required P2 control 2 Damage or destruction to a P2 control caused by vehicles, equipment,or personnel, or a storm event 3.Evidence of a spill, leak,or other type of pollutant discharge, or failure to have properly cleaned up a previous spill, leak, or other type of pollutant discharge 4 Spill response supplies are absent, insufficient, or not where they are supposed to be located 5 Improper storage, handling,or disposal of chemicals,building materials or products, fuels, or wastes 6.P2 practice is no longer working due to lack of maintenance If repairs, maintenance,or corrective action is required, briefly note the reason If repairs, maintenance, or corrective action have been completed, make a note of the date it was completed and what was done.If corrective action is required, note that you will need to complete a separate corrective action report describing the condition and your work to fix the problem. Stabilization of Exposed Soil (CGP) (see reverse for instructions) Stabilization Area Stabilization Method Have You Initiated Notes [Add an additional sheet if Stabilization? necessary] 1. ❑ YES ❑ NO If yes, provide date' 2. ❑YES ❑ NO If yes, provide date* 3. ❑ YES ❑ NO If yes, provide date 4. ❑ YES ❑ NO If yes, provide date' 5. ❑ YES ❑ NO If yes, provide date: Description of Discharges(CGP) (see reverse for instructions) Was a stormwater discharge or other discharge occurring from any part of your site at the time of the inspection? ❑ Yes ❑ No If"yes",provide the following information for each point of discharge: Discharge Location Observations [Add an additional sheet if necessary] 1. Describe the discharge' At points of discharge and the channels and banks of surface waters in the immediate vicinity, are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? ❑ Yes ❑ No If yes, describe what you see, specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue. 2. Descnbe the discharge* At points of discharge and the channels and banks of surface waters in the immediate vicinity, are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? ❑Yes ❑ No If yes, descnbe what you see,specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue' Page 4 of 5 Instructions for Filling Out the "Stabilization of Exposed Soil" Table Stabilization Area List all areas where soil stabilization is required to begin because construction work in that area has permanently stopped or temporarily stopped (i e,work will stop for 14 or more days),and all areas where stabilization has been implemented. Stabilization Method For each area,specify the method of stabilization (e.g., hydroseed,sod, planted vegetation, erosion control blanket, mulch, rock) Have You Initiated Stabilization For each area, indicate whether stabilization has been initiated Notes For each area where stabilization has been initiated,describe the progress that has been made, and what additional actions are necessary to complete stabilization Note the effectiveness of stabilization in preventing erosion. If stabilization has been initiated but not completed, make a note of the date it is to be completed If stabilization has been completed,make a note of the date it was completed If stabilization has not yet been initiated, make a note of the date it is to be initiated, and the date it is to be completed Instructions for Filling Out the "Description of Discharges" Table You are only required to complete this section if a discharge is occurring at the time of the inspection Was a Stormwater Discharge Occurring From Any Part of Your Site At The Time of the Inspection? During your inspection, examine all points of discharge from your site, and determine whether a discharge is occurring. If there is a discharge, answer"yes"and complete the questions below regarding the specific discharge If there is not a discharge, answer"no"and skip to the next page Discharge Location (repeat as necessary if there are multiple points of discharge) Location of discharge Specify the location on your site where the discharge is occurring The location may be an outlet from a stormwater control or constructed stormwater channel, a discharge into a storm sewer inlet, or a specific point on the site. Be as specific as possible, it is recommended that you refer to a precise point on your site map. Describe the discharge. Include a specific description of any noteworthy characteristics of the discharge such as color; odor;floating,settled, or suspended solids, foam,oil sheen;and other obvious pollution indicators. Are there visible signs of erosion or sediment accumulation? At each point of discharge and the channel and streambank in the immediate vicinity,visually assess whether there are any obvious signs of erosion and/or sediment accumulation that can be attributed to your discharge If you answer"yes", include a description in the space provided of the erosion and sediment deposition that you have found, specify where on the site or in the surface water it is found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue. Contractor or Subcontractor Certification and Signature (see reverse for instructions), "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision 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." Signature of Contractor or Subcontractor: Date: Printed Name and Affiliation: Certification and Signature by Permitted (see reverse for instructions) "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision 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." Signature of Permittee or "Duly Authorized Representative": Date: Printed Name and Affiliation: Page 5 of 5 Instructions for Si ire/Certification Each inspection report must be signed and certified to be considered complete Contractor or Subcontractor Signature and Certification Where a contractor or subcontractor is relied on to carry out the inspection and complete the inspection report,you should require the inspector to sign and certify each report. Note that this does not relieve the permitted operator of the requirement to sign and certify the inspection report as well Signature and Certification by Permittee At a minimum, the inspection report must be signed by either (1) the person who signed the NOI, or(2) a duly authorized representative of that person The following requirements apply to scenarios (1) and (2). If the signatory will be the person who signed the NOI for permit coverage,as a reminder, that person must be one of the following types of individuals. • For a corporation:A responsible corporate officer For the purpose of this subsection, 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-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 which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental 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. • For a partnership or sole proprietorship*A general partner or the proprietor, respectively. • For a municipality, state, federal, or other public agency' Either a principal executive officer or ranking elected official For purposes of this subsection, a principal executive officer of a federal 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 (e.g., Regional Administrator of EPA). If the signatory will be a duly authorized representative, the following requirements must be met • The authorization is made in writing by the person who signed the NOI (see above), • 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 company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and • The signed and dated written authorization is included in the SWPPP.A copy must be submitted to EPA, if requested. =1» INNISFRE ]E VILLAGE =5- =1= COO WALNUT LEVEL RD. CROZET, VA 22932 §w Nm> WPO / VSMP Plan co_ ,§ �maxk§ �o��p xm PREPARED BY m l g i PROJECT DATA: SHEET INDEX: 19 R 'I TERRA ENGINEERING Z E� PROJECT NAME. INNISFREE VILLAGE / 1 CO.1 COVER SHEET z O U 4 0 4 SITE ADDRESS: WALNUT LEVEL ROAD r AND z ix E I 1 2. Ci 0 UTILITIES AND E&S PLAN CROZET,VA 22932 3 Cl 1 E&S DETAILS AND NOTES o 110 LAND SOLUTIONS g z a OWNER INNISFREE,INC 4. C1.2 E&S NARRATIVE p�� Za .i A W ;G ri DEVELOPER. INNISFREE,INC 5 C1.4 PRE-DEV DRAINAGE AREA PLAN F J AGENT TERRA ENGINEERING AND LAND SOLUTIONS,PCtl OF% Z 2374 STUARTS DRAFT HIGHWAY 8 C1.5 POST-DEV DRAINAGE AREA PLAN !g' i r i STUARTS DRAFT,VA 24477 CIVIL ENGINEERS PLANNERS LAND SURVEYORS 7 G1 00 GENERAL NOTES •7 g PHONE.540-337-4591 2374 STUARTS DRAFT HIGHWAY STUARTS DRAFT,VIRGINIA 24477 e. Li 00 EXISTING CONDITIONS PLAN FAX.540-337-5291 PH. 540-337-4591 FAX 540-337-5291 CONTACT- STEVEN L DRIVER 9 L1.01 SITE AND GRADING PLAN DATE: 03 .28-2019 10 L1.02 PLANTING AND LAYOUT PLAN TAX MAP 14-10A0,14-10A3,14-10F0,14-10F1 11 L2.00 SITE DETAILS NH Op DEED BOOK/PAGE 1689/536 VICINITY MAP 12 L3.00 PLANTING DETAILS ZONING: RA,RURAL AREAS DISTRICT 1"=2000' L, TEVEN L.DRIVER Y MAGISTERIAL DISTRICT WHITE HALL -- ----- ------- - ---- - -- - ` NO.019933 WATERSHED- DOYLES RIVER - fititq CURRENT USE. RESIDENTIAL HLAq(WELLLLS .s`r7C)JAL w OW PROPOSED USE. RESIDENTIAL REVISION'S: ADJACENT PROPERTY ZONING. RA DISTURBED AREA. 3.04 AC MAXIMUM BUILDING HEIGHT 35' 1 5/9/2019 COUNTY COMMENTS SETBACKS AND YARDS PROJECT 2 6117/2019 COUNTY COMMENTS SITE FRONT 75' '1( 9.t SIDE. 25' eq REAR. 35' '1''90 TOPOGRAPHIC DATA. TERRA ENGINEERING&LAND SOLUTIONS,PC 9/2017&12/2017, Nk� F. VERIFIED 3/2019,vd OUTER AREA SUPPLEMENT FROM COUNTY OF J"-----„,_ ALBEMARLE /�. GRASS CHANNEL MAINTENANCE: Z 4 w MAINTENANCE INSPECTIONS Z AS—BUILT CHECKLIST FOR VSMPo. in U� O ANNUAL INSPECTIONS ARE USED TO TRIGGER MAINTENANCE OPERATIONS SUCH AS SEDIMENT REMOVAL,SPOT 5 cc C c RE-VEGETATION AND INLET STABILIZATION.SEVERAL KEY MAINTENANCE INSPECTION POINTS ARE DETAILED IN CCRp i. THE TABLE PROVIDED BELOW IDEALLY,INSPECTIONS SHOULD BE CONDUCTED IN THE SPRING OF EACH YEAR. A professionalA signed and dated seal of the preparing engineer or surveyor t O EXAMPLE MAINTENANCE INSPECTION CHECKLISTS FOR GRASS CHANNELS CAN BE ACCESSED IN APPENDIX C OF g B. The name and adheas of the finn and Individual preparing the drawings on the title chest 10 CHAPTER 9 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK(2010)OR AT THE CWP WEBSITE AT' lu C. The constructed location of all Items associated with each facility,and the Inspection records to verily proper dimensions,materials and Installation.The items Include,but are not limited to the following: htlpi/www.cwp.org/Reeource Library/Controlling Runoff and Diachargeslsm.hlrn 1. Inspection Records and photographs for pipe trenches and bedding,Including underdralns. (scree to Too16:Plan Review,BMP Construction,and Maintenance Ctrecklisla) a�Q 2. Video Pipe Inspection for any pipes which are not accessible or viewable. S 3. Updated Location with goo-coordinates deg facilities. (screeONGOING MAINTENANCE V 4. Verified Drainage Area reaps for the drainage arcs treated,and for drainage to the facilities. 5. Currentphysicaland topographic survey for all earthen structures.Ponds should Include a surveyoftheports ONCE ESTABLISHED,GRASS CHANNELS HAVE MINIMAL MAINTENANCE NEEDS OUTSIDE OF THE SPRING CLEAN UP, Issue Name Date bottom Surveys should verify pond volumes are per design.Corrections may be required for alterations from REGULAR MOWING,REPAIR OF CHECK DAMS AND OTHER MEASURES TO MAINTAIN THE HYDRAULIC EFFICIENCY OF the design. THE CHANNEL AND A DENSE,HEALTHY GRASS COVER. ISSUED 9 6. Plants,location and type. 7 Plans and probes for all culverts,Pipes,Risers,Weirs and Drainage Structures-Display the Installed type of drainage structures,wlvertlpips size,weirs,materials,Inlsb or end beateent(s).inlet and outlet protection. 1 05.09,9 COUNTY COMMENTS gm.dandiwerteNvation cocmperedtodesign. LEVEL SPREADER MAINTENANCE: ACTIVITY IL Computations:For significant deviations from design,provide sealed computations verifying that the as-built 2 061719 COUNTY COMMENTS condition is equivalent or better than design. ADD REINFORCEMENT PLANTING TO MAINTAIN 90%TURF COVER RESEED ANY SALT-KILLED VEGETATION. 9, Ditch lines-Display the constructed location of all ditch lines and channels,Including typical sections and NOTE: PERMANENT LEVEL SPREADER DOES NOT INCORPORATE A FILTER STRIP REMOVE ANY ACCUMULATED SAND OR SEDIMENT DEPOSITS BEHIND CHECK DAMS. linings. 10. Easements-Show all plotted easements with dead book references labeled.Facilities and drainage must be MAINTENANCE INSPECTIONS INSPECT UPSTREAM AND DOWNSTREAM OF CHECK DAMS FOR EVIDENCE OF UNDERCUTTING OR EROSION,AND within platted easements.Provide copies of recorded documents. REMOVE ANY TRASH OR BLOCKAGES AT WEEPHOLES. 11. Guarldra6,fences or other safety provisions-Display the constructed location of all safely provisions;fences, ANNUAL INSPECTIONS ARE USED TO TRIGGER MAINTENANCE OPERATIONS SUCH AS SEDIMENT REMOVAL,SPOT EXAMINE CHANNEL BOTTOM FOR EVIDENCE OF EROSION,BRAIDING,EXCESSIVE PONDING OR DEAD GRASS. guar raft.Including the type,length and applied end troainsrmis,compared to design. REVEGETATION AND LEVEL SPREADER REPAIR.IDEALLY,INSPECTIONS SHOULD BE CONDUCTED IN THE 12 ateterat Myers-blol6fx an media,store layers,sand laysm,keyways and cores must be verified as to material NON-GROWING SEASON WHEN IT EASIER TO SEE THE FLOW PATH.EXAMPLE MAINTENANCE INSPECTION CHECK INFLOW POINTS FOR CLOGGING AND REMOVE ANY SEDIMENT types and depths.Include Inspection reports,boring or test pit reports and'tutorials certifications.Blofiiter CHECKLISTS FOR SHEET FLOW TO A FILTER STRIP OR CONSERVED OPEN SPACE AREAS CAN BE ACCESSED IN INSPECT SIDE SLOPES AND GRASS FILTER STRIPS FOR EVIDENCE OF ANY RILL OR GULLY EROSION AND REPAIR. media must be an approved state mix. APPENDIX C OF CHAPTER 9 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK OR AT THE CENTER FOR 19. Access roads-show location of access roads.surface treatment,drainage,etc,as applicable. LOOK FOR ANY BARE SOIL OR SEDIMENT SOURCES IN THE CONTRIBUTING DRAINAGE AREA AND STABILIZE 14. Compaction repots Sr.required to verify fill compaction In dams. WATERSHED PROTECTION'S WEBSITE AT: IMMEDIATELY 15. Manufacturers certifications for proprietary BMP's certifying proper Installation and functioning. HTTP'JNVWW.CWP.ORG/RESOURCELIBRARY/CONTROWNGRUNOFF_ANDDISCHARGES/SM.HTM (SCROLL TO TOOLS:PLAN REVIEW,BMP CONSTRUCTION.AND MAINTENANCE CHECKLISTS) INSPECTORS SHOULD CHECK TO ENSURE THATCOVER SHEET • FLOWS THROUGH THE FILTER STRIP DO NOT SHORT-CIRCUIT THE OVERFLOW CONTROL SECTION; • DEBRIS AND SEDIMENT DOES NOT BUILD UP AT THE TOP OF THE FILTER STRIP; • FOOT OR VEHICULAR TRAFFIC DOES NOT COMPROMISE THE GRAVEL DIAPHRAGM; , • SCOUR AND EROSION DO NOT OCCUR WITHIN THE FILTER STRIP; • SEDIMENTS ARE CLEANED OUT OF LEVEL SPREADER FOREBAYS AND FLOW SPUTTERS;AND • VEGETATIVE DENSITY EXCEEDS A 90%COVER IN THE BOUNDARY ZONE OR GRASS FILTER C O e 1 J.N. 1838 Toted sheet cut:1 0112 44 7/ / ' ////'/��/ /�' LIMITS OF DISTURBANCE 72UI PERM SWMFACILITYESMT I 111 /� I/If I ! II l/ f 1 I I l l II ' , l VICINITY MAP /1B ��'r l r ./ _ 1 �. PROP TRANSFORMER R/.�1 rJ*f f/•F/j f r, '(• 1, // / I 1 -ZOOO�/ ( //. (FURNISHED ANDINSTALLED J.�/J.�f {�• { ' ! I/ / / / / / / ,I i v BY DOMINION ENERGY) I f� t i I f./ /t t I _ [/' % / � v�.�,t, .S ® PROP POWER FEED.{!a� it,if � j !'� /f J.I f �l! I �.r l -- /l j % �� �� . HOLLOWERDS rr / / .: (KENMARt� / l'�� Ir{ 1. 7lj'. r r — — /// - - 1 . / - CJ.1 r- Ilff l}c/! 1.'1���I� i.j z f i 4,1 J_BID REM M , RELOCATED GENERATOR jj a j i I I / i E> PROP WATERLINE 1� / TO FEED BOTH HOUSES' •L�/}'f t 1/f J J f w� ` , • S 2,00.51E - PS �, / ) { ( i }! d / WELL FRD-4A O 1 • /f' l�t J i /i I •! l 'f /^j' g q w \ (OPT B)- - 1.• / O°°a° TS ® / PROP GENERATOR/•//1/•// JJ r(.t �• �y••'"`� ' PROJECT z k�_ )• / - ♦�( • SWITCH PANEL (.0.�rti�. _ / Jo.. - -:-vim'`. ) SITE WI 109C �� .N \ ;,/ 1 I II l 1.>,\.�.\-7'" r.•r�� x CO a / ° I �N^' is ® t/ PROP GAS LINE TO . w,.ti.�' mil r3/d T / -.- �'/ °°^ ♦ KtiN, •' J® �.t. 11�.�>� • :RELOCATED GENERATOR���•ti ^-- :'�`.\v\ '� BF PROP 1500 GAL - I ... . _ > �- ���1:. �. "... ... ���'.'.1 '� SRO 1 r�., /SEPTIC TANK 1.�� , , e ( •��` 2O PERM.SVNA FACILTY ESMT '� "7' ��'y..— - ""@RO. / w,_J�/ ...IN �v� '��/ ov�� PARKINGI '•�. �� - .�,\ �-.`.'� \ �<N a•1-i '/ ;♦ -. .- - `>l.ST ING ' F-'' ® EX WELL#4-LAUREL�� �- `•.-�'1 •••,. z ` -� _ ♦i#111A11*-ilk / J I� • r r"� . �.•.. PROP WATERLINE ..S �.� .� ,.'.4.. ` Q• Z C9 D" lii Q m/ 111 yiOCATED A 0 FOR KENMARE c /1�9�1";,T•. . 71 /(��Y /�C: y. \� �� ¢. co 1 r.: \ _ / '� - _ ,r� �•�� y� EX TRANSFORMER/ i t s _ F ▪ �% ` 5 * _ NIII •_ _ \ • r^ — ~ti► \ f d �r� ///' p/ /� - ��� rsi,,f PROP POWER FEED ''�\ 'fH OF Li 15 / .BASE BID : 14 ' _ •PROP WATERLINE ' -�' a;..� - ! -� s•1 i7;)�:..�• �(• eft - TANK(C) TEVEN L DRIVER y WELL#5-OAKWOOD - TENAX FENCE y�50 - '�r" 1,0 �.r. ���[ x_- I +j 4 I ' NO 019933 / (OPT A) AA L_ - LIMITS OF ` r TP ..`��T ` �1�' -11 _."C _ EX CO / t ,iii / �j lq�, PO f/t/ff g�DISTURBANCE-__`y ��� •i• �., vr�r��vir�Y•.rw.�. / / � - 't� /• NOTES cs•'yr41IAL�S� 1- � - 8 _— •,_ / L �yI / ''',":- 1 Contractor to verify existing waterline size and pump size and notify engineer For option A,upon •• / r SWM FOREST/ r ` "����,•�•�r Cr ' / S OF DISTURBANCE_/ \,•.�� / • / ��\ OPEN SPACE ESMT \ • `�'_�� • • ' =v / y .�� !' receipt of waterline size,engineer to verify pressure and proposed watedme size from existing _ Al �� ' y,,/ waterline to Kenmare For option B,contractor to provide pump in well,power source and \ .\^ 10 0''`� -d- -•/ ® J �f ' rJt �Y�•TYP EX DB?•• \9. • appurtenant waterline from well to Kenmare.Pipe alignment to follow old road. / \ \_ EX WATERLINE ►.t.., 1 - ,p ,en / / 'AV f 2. Proposed laurel building to be serviced from existing well by relocating the water line i \ (APPROX LOCATION) +♦ - -A SEPTIC �} c _� / 3 Bid Item#5 to include pump and water line to proposed Kenmare building. / \ .\ / - `-11 4 N T . i7 ,'I'' TENAX �• / / / 4. Proposed water line for Kenmare to be 1-1/2"PE pipe / / / \ 20'PERM SWIM FACILITY ESMT SETTLING AREA A\ , r 0 ( FENCE / 5 Proposed water line for Laurel to I"PE pipe or match existing,whichever is greater / / / 1 DEEP WITH GRAVEL OUTLET -v 1 G — 8 C / 6. Proposed sewer line to be 4•SOR-26 PVC pipe.Pipe to be sloped at 2%minimum. / ,\Y\\�\ ♦y��•r. EX SEPTA- NFtEc1D / 7 See Sheet C1.5 Post-Den Drainage Area Plan for roof downspout routing information PROP SEWER UNE -\\ FOR PAVED CONSTRUCTION .A ! D (SEE NOTE 19) \ to ENTRANCE-USE VDOT#3 STONE �:� ' TANK(A),.v,. - / \ I —FJL 5 VAS?) // 8 The soil types found on this project are 4E-Ashe Loam,25 to 45 percent slopes and 258-Dyke sih / / / / / \ \ - 2- -- __ENTRANCE •.��5r ti — ,- ( / / loam,2 to 7 percent slopes. \ Y�. --��` •1 9 When demolishing existing parking area,maintain the existing roadway width and provide a clean and / / / / It ADDITIONAL -_ — -.. EX DB ' r' ' �� .•\ �� // smooth edge �\ \ 4e'/ ALT RESERVE + — t060 F� 10 Waterlines can be abandoned in place Sanitary lines can be abandoned in place,but should be / / / / / \\ mil DRAINFIELD �" EX YARD HYD - EX SEI �. .../ capped no both weds. \ -411 EC-1 is not required in the grass channels,but can be used to facilitate establishment of grass by the 90'x 100' (FOR GARDEN).- '"•\ \� EX DB -- •. // contractor W L/ . / / \\ FUTURE OPTION- • (,( • DIST BOX O J ` �d J / 12 Existing septic pipes and drainfields are shown man approximate location. 0 Z / • \ ,, NOT INCLUDED IN — / 13. Existing septic service line routings. \ PROJECT SCOPE (APPROX LOCATION) C7 =- D�NOTES CRITIC1AL SLOPES \ r PR^o. ROAD EDGE GM FOREST/ Septic tank A-#5600(to splitter box(SB),to two separate 5-line drainfields) J S "\/ / 0 .0 �" N Septic tank B-Willow 8 Honeysuckle(to one 5-line dreinfield) �' / /OPEN SPACE ESMT. Septic tank C-Hickory,Acom&Garden Cottage ) / �._..._.__.._./ / / •\ \ / �\(L _\ E!X\NF \ ,',' P ry', ge(to one 5-line drainfieW / // \ h1 y\\l DRAT • IELD Af -/ / 14 Existing septic system data obtained from Cavalier Septic,Tom Clay&Aaron Sherwood W S /to a is o TENAX FENCE \ \ >r�t EX DE 1_ (5 UNES) \ ___/ 15 Proposed Laurel septic fines so / / / / \'\\� \5 / �, �- �` Downstairs kitchen,upstairs kitchenette and laundry to be routed to existing septic tank A. W y'�•\ / '�\ q� Bedrooms(8-4 upstairs&4 downstairs)to be routed to existing septic tank B. (/) 0 / / / \ \ / I / �+ / "L-_ 16. Drainfield C can act as reserve drainfield for Northeastern"02"connection(2 baths.4 bedrooms)of — Q / / / / // // \\%t• \ / ���Appp P1 � '` 18 SB-distrsplittibution box box Z U / / \ \ 7 — i 19 Excavated dirt to be put on north side of trench.100 Lf max of trench to be open at any one time. Issue Name Date // // // / / // N. \d � J / \ N ISSUED 032212019 / / \ E&SC 8 / / // /LIMfTS OF DISTURBANCE) \\..... \N. / ...... / //\ \\\ \\ Legend , ososla COUNTY COMMENTS I / / \ / \ N. 2. 06-1719 COUNTY COMMENTS N./ �'. / N.m\ j1� \ N. -..� ,.� TEMP PAVED CONST ENTRANCE \ \ / \ \ .���:��:��.�N 0 E&S STD&SPEC NO3.D2 / SOIL PROPERTIES \ \ /' co ENTI♦NAL•RIMA"Y \. \\ v \ / \N. \ DRAINFIELD \ \ —X—X— SF SILT FENCE \ \ \ / j. SOIL TYPE K FACTOR \ \\// 10 x 100's 2�` \\\ E&S STD 8 SPEC NO 3.05 4E \ • 22'DEEP •\ \ STORM DRAIN INLET PROTECTION \ \ / / PROP SPLITTER BOX \• O - IASHE 0.28 3 WIDE '\\ \\\ IP E&S STD&SPEC NO3.07 / 25I DYKE 0.37 PROP DIST BOX \ 9 \\,\\\\\ II III L3 E8 STDS 6 PECNO 3.21 TE / N., `\ \\' \\ ® T$ E&S STD 8 SPEC N0 3.31 / \\ `\ \ \� UTILITIES& / - \\ \� 100%RESERVE AREA \1 P3 PERMANENT SEEDING E&S PLAN \ 7O / E&S STD&SPEC NO 3.32 UTILITIES & GRAPHIC SCALE \\\ \\\ ® Mu MULCHING \ / / E&S STD&SPEC NO 3.35 O E&S PLAN eo o m a o eo 16a re •,00//// TREE PRESERVATION Cl 6i,, \\ \ / O O 8 PROTECTION (v' SCALE.1"=40' (INFEET \\ \'\ / / O E&S STD&SPEC NO3.38 1 inch=40 ft. \\ \ / // Q DC DUST CONTROL \ '\ / / E&S STD&SPEC NO 3.39 J.N. 1rf28 \ N. / Total shed count 2d 12 SN 1 SET THE STAKES 2.EXCAVATE A4t4'TRENCH UPSLOPE Q�1 R ALONG THE LINE OF STAKES 11 ' CROSS SECTION N4 DRAINAGE SOURCE 3-f.1,41A ASPHALT _+' '.,, mC DIRECTS FLOW TO TOP COURSE ♦e JUTE OR EXCELSIOR SEDIMENT BASIN 7D MIN I ALA%. i ' cri 2% 2% EJUSTING ( / OR EQUIVALENT I PAVEMENT f�� IIIt y STAPLED IN PLACE I- VARIABLE(MIN. _ L� As... A q �� a�3. s ...-....-.� ill 1� - • BURIEOK MIN. I 6-MIN.FILTERCLDnf :. rA I • /4.1 i I=11 w AGGREGATE BASE /11 11 aURIEO 6'MN. II-II=DRIP LINE ,ja t n=tl-11-11 '_-1111=u-., d=11=11=11 -H=11=11=11=11=11-11=U-11=11=11=11=11=11 r=I'=11=II=11=y I 1.,11.11..11--11,.11•t 111-11,V=11=11=11-11=11=11 11-11=11 11=11=i1=11=11=II 8 g EXISTING SECTION A-A i \ ,I -IL=,/11=11-11=11=11=11=11=11=11=N=11=11=11=11=11=11=11=11- q GROW/ J. - ,j _n=1l=u=u—u=u=u=n=a=u=n=Ali=u=u=a--u=u- FJLCURBOR �' 1�1 NOLEVEL LIP OF =11TI1=111111=11=1111II1i-11111111a=P' 6sPAVEMENT LONSN W FENCE SPREADER =II-II�I II�I II 11�I 11111I 11 I1111111�1111�111i 11�1' •"4ER y �j ]C'MIN ¢ I • maw B 'SPHALT PAVED a.STAPLE FILTER MATERIAL TO STAKES AND 4.BACK FIII AND COMPACT THE EXCAVATED ji 1 j ]d< WASH RACK • 1 II I , !.''I,,II iIi1 III ' m E O II° EXiENDIT INTO TRENCH. SOIL I1� I I I �I���' II LEVEL SPREADER OATH VEGETATED LIP (L�� A II" A \. �I �' Z a •J..�.•'y-� W 0 Ji.i�i��.� fly • '• W Z C9 .c15 EXISTING �;°,•,�j.•;.S;:OQ��i •l .:•;Q.;JO�O�pii�i:i�� \\ ® SPREADER i o tD LIB MUST EXTEND FULL PosITNE DRAINAGE To PAVEMENT t,',• :,.•••„•,�'�1)*V'�� ` `%���i�������� �� �` ••'I �� DLTATl T.S. Ly r'7y WIDTH OF INGRESS SEDIMENT TRAPPING o,0•J•4S•40 0 V•• �..��'�� BOARD FENCE •\��.y^:::y i:.�;:;};,i$:}::;}:;f Z Q11 C� AND EGRESS OPERATION DEVICE \.!".Otl.'%,,`,,'��•'�� .;0,.�����0' r _.• • CORD FENCE W - d IUII :::I� a PLAN VIEW j nw �a1 'jQ - $ , CORRECT METHODS OF TREE FENCING — g Eli • •+ •—•� — • �`ti 17 MIN. �. II%I .Ij, FLOW �� .Ir I \ 4 4 dr A • A _ A� �20% / I III / r _ �JI • . . R �(\(��� -:.,. � �•aYsi •..i;K'37'- FLOW /��y99 %% r,1 /I/I�I%I� rAvvr ‘113 OF A ATIVEATINiAwavr n I^ A r r %r !lO FILTER CLOTH • / SECTION B-B \ _ m\ I w L / / 4 re He t TEV0 01DRI ER 9933 NOTE A MINIMUM WAVER TAPL OF 1'YING AMUST BE INSTALLED DIAMETERMINIMUM OF 1. BALLCOCK _ _ _ \� vlr ,t1 S SHUTOFF VALVE SUPPLYING AWASH HOSE MINA DIAMETER OF1.S FOR ADEQUATE CONSTANT - . = I _ c �/ A- fifiif PRESSURE.WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED �IN WO anse,4 SETTLING AREA TO REMOVE SEDIMENT ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING POINTS A SHOULD BE HIGHER THAN POINTS B. MO SIGNAL STORM DRAINS,DITCHES OR WATERCOURSES. DRAINAGE WAY INSTALLATION r CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE ^"""Ge C.)PAVED CONSTRUCTION ENTRANCE O SILT FENCE WITHOUT WIRE SUPPORT O FENCING AND ARMORING 4• PLAN AND SECTION N T.S. DETAIL N'I DETAIL N T S1 4 TYP a 1 TYP rrarcac secnov General E&SC Notes 1 Unless othervrise indicated,all vegetative and structural erosion and sediment control practices will be constructed and 17 Borrow,fill or waste activity shall be conducted in safe manner that maintains lateral support,or order to minimize any maintained according to minimum standards and specifications of the virginia erosion and sediment control handbook and hazards to persons,physical damage to adjacent land and improvements,and damage to any public street because of virginia regulations yr 625-02-00 erosion and sediment control regulations. slides,sinking,or collapse. C-1)GRASS CHANNEL 2. The plan approving authority must be notified one week prior to the pre-construction conference,one week prior to the 18. The developer shall reserve the right to install,maintain,remove or convert to permanent stomwater management facilities DETAIL N T.S. commencement of land disturbing activity,and one week prior to the final inspection where applicable all erosion control measure required by this plan regardless of the sale of any lot,unit,or building or other LL th portion of the property as authorized by the plan approving authority Z 3. All erosion and sediment control measures are to be placed prior to or as the first step in land Bearing. Cry J tic a _19. Temporary stabilization shall be temporary seeding and mulching.Seeding is to be at 75Ibs/ae,and in the months of 5 4 a copy of the approved erosion and sediment control plan shall be maintained on the site at all limes. september to february to consist of 50/50 mix annual rye grass and cereal winter rye,or in march and apri to consist of annual rye,or may through august to consist of german millet Straw mulch is to be applied at 80 Ibs/1 C SF Alternatives 11j 5. Prior to commencing land disturbance activities in areas other than indicated on these plans(including,but limited to, are subject to approval by the city erosion control inspector LLl > off-site borrow or waste areas),the contractor shall submit a supplementary erosion control plan to the owner for review and ASPHALT 1.5 TIMES Ir w approval by the plan approving authority. 20. Permanent stabilization shall be lime and fertilizer,permanent seedingand mulch. EXlSt1NG PAVEMENT Agricultural grade limestone shall be LL applied at 90 Ibe/1000 SF,incorporated into the top 4-6 inches of soil.Fertilizer strati be applied at 1000 Ibs/acres and MIN.2•WEAR COURSE (n O 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and consist of 10-20-10 nutrient mix.Permanent seeding shall be applied at 180 LBS/ACRE and consist of 95%Kentucky 31 or AND 4'BINDER COURSE Z sedimentation as determined by the plan approving authority. Tall Fescue and 5%Perennial Ryegress or Kentucky Bluegrass.Straw mulch is to be applied at 80 LBS/100 SF TACK AND SEAL TACK MID SEAL Z U Alternatives are subject to approval by the city erosion control officer 7 All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and """""""""` during site development until final stabilization is achieved 21 MAMural measures The lobtr reared shall inspect t all measures weekly and after when 50%lof damage or clogging to ��\\\\\\\\\\\\\\\\\\r GAVEMENf Issue Name Date structural measures is to be repaired immediately Sift traps are to be cleaned when 50%of the wet storage volume is filled 8. During dewatering operations,water will be pumped into an approved filtering devise. with sediment All-.ceded areas are to be reseeded when necessary to achieve a good stand of grass.Silt fence and •:sroNE SUB-&SE ISSUED 0555001a diversion dikes which are collecting sediment to half their height must be cleaned and repaired immediately "' ' 9. The contractor shall Inspect all erosion control measures periodically and after each runoff producing rainfall event.Any - --- necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately 22. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization when 1 05-09-1e COUNTY COMMENTS measures are no longer needed,subject to approval by the erosion control inspector R• 6'--1: 10. The contractor shall provide a construction entrance to the site for the duration of the project as shown.No other access will z. tree T-te COUNTY COMMENTS be elbowed to the site through the existing entrance. 23. Contractor to inspect the sift fence and make repairs daily CO PACim V VDOf/21A 11 Sitt fence installed in areas with slopes of 25%or greater shall be wire supported. i1 12. All fill material to be taken from an approved,designated borrow area. 11 13. All waste materials shall be taken to an approved waste area.Earth fill shall be inert materials only,free of roots,slumps, REDOING AS REWIRED wood,rubbish,and other debris. _ 14. Borrow or waste areas are to be reclaimed within 7 days of completion. „'� "'`t'� - �' :; 15. All inert material shall be transported ince complian with the county code. - TES 16 Borrow,fill or waste activity involving industrial type power equipment shall be limited to the hours of 7:00 am to 7:00 pm. NO ' 1 PAVEMENT CUTS SHALL BE STRAIGHT MID VERTICAL. E&S DETAILS 2. REMOVE TEMPORARY PATCH IF PRESENT EXCAVATE COMPACTED BACKFILL AS REQUIRED TO INSTALL NEW BTNMINOUS ASPHALT &NOTES RE-COMPACT SURFACE OF BACKFlLL PRIOR TO INSTALLATION OF PATCH. OPAVEMENT PATCH C 1 e 1 DETAIL N T.S. 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' / /�/��� r I 1 ////Mk/ •l - /llll/ l// l/ l/ / / / / / / l / / / _ 1 ,� fff/f•/-• j /l 1/ l i / ' / l / l / l l l l l I I ti <$ : //// I f f�z/f/I1l///1 f�I t f f• ' f l / / / I I / / f f I Ii w _� ) ( 1 *** /I I fl. fflfl I 1 i o=w STORAGE A / M.IIi/f�If/I•/f • t I' �� tI m�� \i1' / 4J � CHANNEL FLOW / • /f• /'f //f11r.ii.f}tpIit /I _ _ _ —� 1 // / 1001s, 2 328 AC / / / /�f/�l fl �f �firrthiiiii1I r1/1/1/ I =_ _ 1 ....... 4 ............/ „, iiiii ...- -------... ...----.. - ` 7�- 1090/ / 1� - TEMJIS CWRT //I f/`/�(1(LC 4 \�1�=�� ..�'.. • 1��` \ \ _ '� C�C2 ., —� J/ GRAVEL DRIVE 1 1 / .1 I `',`��\'��' �.��.��' �—`= �\. 1\ \ " C� 0 z 0 al `� "1- / \ // / / .\��\�\ `.\1..' •� ,� '�• J ..1 m Z J / BASKETI3ALLOOURi / p L I \ \ \7 �\ 1 ` .,�.��\ �� IMPERVIOUS AREAS a _ ' \% / / V 1 I 1 \ \ \ \ �~�`�1 •\� '- �_ \•\`�\\•• \ DESCRIPTION AREA(S� �� i t i �y/V'j,� / . I ` \ \ '�c�•\�.�+��• .�� ..". '�. \� � GRAVEL DRIVE 6.946 m /WOODEN DECK _ Sr"'.J i \ \ \ \ �. �. �.` { �\ (Excludes InnisGee Ln.) i PLATFORM 10E5 -l.fLd r r DRAINAGE ♦ \ \ �"1.'- --- �~ '�.. - \�� FIRE PIT / / i \ \ .,� '� `ti._ ♦ ASP PARKING/WALK 2,334 — r DIVIDE 1 y� �' - / _ l r r — / /1080�� / V . � ) TT \ \ \� �*1�����` CONC SIDEWALK 1,816 /' sToc. r r -� �(ht /44* I 4�} 1 ✓ )/ .4t BLDD _ �-. \ \�` PATIO 451 TH OF `jP / 1 r •t ,� 1I �\ \ \ BUILDING 7.389 2 / ' V / r / �. ``+ � Jf o r,; \ \ \ BALL COURTS 9 168 � i.r _ r l�- �' - t / \ET! _ / �=:'�Y. • --1,...- �s 1 ! \ TOTAL 28,140 APO b/f7/M / / a r — — ! s ;9�, 2 i SHEET FLOW P� 11 , 1 1 Assn �'�`R' / // / -- — — -4� — < <. i / / : 0, r 0 446 AC I ) t$ \ `__ ° b , \ \ L r — GRAVEL • //. // .t -s--- / �� 1 4 1 ---T • I EX BLDG d — y_ _, \ . \ \ - DENOTES CRITICAL SLOPES r •DRAINAGE 13a.tst_F 4+4- Sew .a / / / / �'� + _.... J .�CONC SIDEWALK• ' _ i ASP yygLK tMr / / Y� 4 ' �," l f / ,..-A...- ., _ ...._ , ,07._ v. ___,,..6—,--- ..k..,. / , _....._ ___ ___ ...... — .,* --- ....- i S� , — J�,, -�/ , /, —.-/-- �— i a., 1 y44 —,..,ti►r ASP PARKING / — z1 : ,-/ ----." ...... / / W _N— r'C '�.„ '-- _ — — / � I g z / /' / / i _._ r .1065r r / C7 /� O/ r r >� �10 / W / / / / ¢/ — W S / / / / / / r r j O \ // / E. / // // / // / err/ .--- / II \— •� �_ ` — - -_�/ co o / / / / / / /� r —N� y�� \ 1055 // / / / / // / r r — N i _}'C �� ........ Issue Name Dale / / / / / / / / �_ r / A f — — - ISSUED 03.2B201B / r r / / / / / / I — r �(j 1 05 IB CIX1Ntl'COMMENTS / / / ./ / / r � ✓ '% / //� i/ i/ / rr lN PRE DEVELOPMENT GRAPHIC SCALE - 4o 0 in a eo 1110 OSTORMWATER PLAN6 - '� ...... SCALE.1'=40' (I N FEET) 1 inch=40 fl. PRE-DEV DRAINAGE AREA PLAN C1 .4 J.N 1838 Total sheet count'5 0l 12 ZN /' j ) I I I 11�111//i/�' /i •/nil I I / / i t !t 1 1 1 =._ ( / I I I `` lllllllll/�i/i//il/l/I I/�/ll / l / I ! J NOTE � The SIAM Forest and Open Space Easement is subject to the guidance set forth by 0E0 Ingle Virginia Sto mevater m0 / Management Program.The areas wn remain undisturbed n a natural,vegetated state,except for activities as approved / I i //// / / i / / by the local program authority ouch as forest management,control of invasive species,replenEng and revegefating,passive R / / 1 I I / / / // / /I/ / / / / //it/ /I// remotion(e.g.,nab).and Mited bush hogging to mairtaih denied vegetative community(but no more than four times a year). j ( � � rtlill ////I// Itl /I1 I / 1 as,ac o ' , , /,0 I .. fi t//.��/ I/ /i 1111 I I / / I I / / • 1 //// 1 I ff//�l/fib,/�l j 1.t I / J I 11 I I I / i . >.,. r, („, I , //l1. l l l l l l l t / 6`� 'r*ilI ,,,,,.. - - iii 1Llff�f/l��lii l ji l / / / / / I1 I SITE IMPERVIOUS AREAS go,MI G �,.'' J - ���//r� 11 / (� DESCRIPTION 'TOTAL AREA(SF) o / 1 1 �. PARKING 3,712 d iii/ i/ } ll t/t 1 li i l 7` I / mlo i _ , ,/,// J �'� 1 i POST DRAINAGE., \" /(0,,, ,oi&O. �. 000 / C'�i//`/i J' /"J [I]l I y ` \ TOTAL 15,734 3 �f///MDE �r — // i7!/ /J/' //1.�.�/Jr�(.t .��-.._""'� ++:.`�\, . O 0� UST'7� fk. BEN 1),., / I•'t .��'�`� \'� ��,\,•�`�c„...-`^� r �. �� W°1 ,.., mEot z �,✓y • �• �,'�1r 4i.. ��.�• '1`S�'1 O=ROOF DOWNSPOUT ROUTED TO GRASS CHANNEL (9 p ��� ♦ ` 1 �,��. ti.. -. � —., '� O=ROOF DOWNSPOUT ROUTED TO STORMDRAIN PIPE y�j `.6 g t. `�/� i ' � . POST DRAINAGE / 1S'�'`�` .-,,-t`1 "..�- Z F a fa c1,- / 020 AC 'sit � • j • y DIVIDE I � \ \ \ -��•'S \'"+.�4\ ":..�.s �.- - - --- 1g S i �, \� - _ - - ---_ _ > DENOTES CRITICAL SLOPES i tf _. ' froAlkaN\\ \ 4-4,_.-- ,... A 7 ...-- , ..„ ---...--,--,-.---: --- —:,-,-,...\ ` � �r / / ��~ \ \\x \ \ �- KENMARE-NORTH TH OF `�� _ '� r ; 4 _, / ! �� at•. sv„Air .\ \ \ CHANNEL O.t / J T=' r/����r /0.28 AC--' � - \ �- \ \ \ DESCRIPTION SIZE(AC.) alpt � i1 ` L.DRIVER // ' _ _ '`° J� .r -.!�' / \ \ may,\ \ GRASS 0.31 A NO.019933 / 1 - ._ � , 4/1''''.. . f ) I I N 4 \ ROOF 0.07 lq,, S/4/19 4',i / / — v , �f� w R�L / "/ �� , t 'T ie ' �1 \ MISC IMPERMEABLE 0.002 -�`rS7Q�rAL Sr‘' // / s — l — i1 �� / �,V .+. - \ 1"00 WOODS 0.68 / / ,N f � �` \ TOTAL 1.06 / / — � es..��L'ti _ _ J POST DRAINAGE LAUREL-NORTH \•ram •. / 77 ' ' ,_-i +r4r DMDE" _—fa / s- — CHANNEL a / w / / \ �— ^ �� �`� / i /��g. DESCRIPTION SIZE(AC.) k� 1070' - A. / / GRASS 0.09 // / `. �- �.. ` �` ../ 8^Q /e IT/ / L� ROOF 0.02 i / / — -- / ^� \ /. ' '/ / MISC IMPERMEABLE 0.003 / / , _ — �+ `�S�- re J . / WOODS 0.07 Q •Y' `4r �' / -' TOTAL 0 18 Q �� � / Q Z ,, / / — " :065 _ v — _ r � / [7 J / / � - _ — _ — r� _ ' i LAUREL SOUTH 5 s / / //� Q¢g//� — . +� _ �� a�—1060 � ' � CHANNEL W g / eJ�Lrr , DESCRIPTION SIZE(AC.) Q W / / / // f /�+ �� _, �. \. Of r' l J —— J GRASS 016 CP O / / / V -- / J// ROOF 0.02 Z / / / /' I I �� �C — _ J MISC IMPERMEABLE 0.003 Z i .`\� i / / / / / / ...... —�\x �� \ 1055 / WOODS 010 / / / / // // I \ / TOTAL 0.28 Issue None bate / / / i // / J r �\ f / ADOp - - cc Fo oarzarzole / / / // / / / / ` f \+ /�/ P `'�E PERMANENT LEVEL SPREADER DESIGN 1 05LF19 COUNTY COMMENTS / / / / / - •� / / / _ / •\ DESCRIPTION DESIGN FLOW Q2(eta) LENGTH(11) 2. oan-ta COUNTY COMMENTS KENMARE NORTH 1 15 15 LAUREL NORTH 0.40 13 LAUREL SOUTH 0.62 13 LEVEL SPREADERS ARE PERMANENT IN ACCORDANCE WITH POST DEVELOPMENT GRAPHIC SCALE VA DEQ STORMWATER DESIGN SPECIFICATION NO 2 a0 0 20 W hm 1W O STORMWATER PLAN6 '� ..... .... SCALE.1"=40' (IN FEET) 1 inch=40 ft. KENMARE CATCH BASIN/ROOF DRAIN PIPE.0 75 CFS POST-DEV IMill LAUREL ROOF DRAIN PIPE.0.44 CFS DRAINAGE AREA PLAN C1 .5 J.N. lone Total sheet cunt 6 of 12 GENERAL NOTES =r C/7.. =Gc SYMBOLS LEGEND mo GENERAL NOTES 10 IN ORDER TO RESPOND TO AND MONITOR HAZARDOUS MATERIAL GENERAL SEWER i 1 PARKING EQUIPMENT AND MATERIAL STORAGE IS PERMITTED ONLY IN THE (INCLUDING PETROLEUM PRODUCTS)USE AND/OR SPILLS THE I AREAS DESIGNATED BY OWNERS REPRESENTATIVE. PARKING OR MATERIAL CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CRITERIA ------- UMIT OF DISTURBANCE DRAWING TITLE STORAGE OUTSIDE THIS AREA,EVEN TEMPORARILY,WILL NOT BE PERMITTED -THE CONTRACTOR SHALL PROVIDE A CONTACT PERSON AND —11.--SAN— PROPOSED SANITARY SEWER PROPOSED STORM SEWER DRAWING 2.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW THE SITE CONDITIONS AND INFORM THE LANDSCAPE ARCHITECT OF ANY TELEPHONE NUMBER FOR A COMPANY EXPERIENCED IN EMERGENCY T Q > . � TITLE LINE 1 DESCRIPTION RESPONSE FOR CONTAINING HAZARDOUS MATERIAL SPILLS E IXISTITJG BURIED ELECTRIC l SAN— SEWER CONNECTIONS 11011/ SCALE:I/8'=I-17'.—DRAWING -ABSORBENT SHEETS WILL BE USED FOR SPILL PREVENTION AND CLEAN UP i g- DISCREPANCIES IN SITE CONDITIONS OR EXISTING GRADES THAT ARE NOT E PROPOSED BURIED ELECTRIC DRAWING No./LETTERSCALE DESCRIBED ON THE PLANS BEFORE COMMENCING WORK -A REPORTABLE SPILL IS DEFINED AS A SPILL OF ONE OR MORE GALLONS SAN 0 SEWER CLEANOUT I A SIGNIFICANT SPILL IS DEFINED AS MORE THAN TEN GALLONS —' • EXISTING FENCE ap DRAWING LOCATION -THE CONTRACTOR SHALL MAINTAIN A LIST OF PRODUCT NAMES AND A - -- ---- PROPOSED FENCE WATER L 3 THE CONTRACTOR SHALL INSURE THAT ALL WORK MEETS ALL APPLICABLE 0 0 0 D MATERIALS SAFETY DATA SHEET(MSDS)FOR ALL HAZARDOUS MATERIAL LOCAL AND NATIONAL BUILDING AND SAFETY CODES THAT PERTAIN TO THE — — — — PROPERTY UNE W EXISTING WATERLINE PROJECT WORK. IF THERE IS A DISCREPANCY BETWEEN A CODE AND THE PRODUCTS USED OR LOCATED ON SITE. CONTENT OF THE PLANS,THE CONTRACTOR IS TO CONSULT LANDSCAPE BEFORE A HAZARDOUS MATERIAL IS STORED,THE CONTRACTOR SHALL BENCH MARK W PROPOSED WATERLINE ARCHITECT BEFORE PROCEEDING. CHECK AND ENSURE THAT EXISTING CONTOUR GRAPHIC BAR SCALE 1 THE MATERIAL IS STORED IN AN APPROVED CONTAINER II VALVE :6 2. c 4 SHOULD THERE BE ANY DISCREPANCIES BETWEEN LANDSCAPE 2.THE CONTAINER IS TIGHTLY CLOSED R721 PROPOSED CONTOUR 111.a E ARCHITECTURAL,ARCHITECTURAL,OR ENGINEERING DRAWINGS THE 3.THE CONTAINER HAS THE PROPER WARNING LABEL ><572.50 EXISTING SPOT ELEVATION VEGETATION c 0Lo X`>0 4.THE CONTAINER HAS BEEN INSPECTED FOR LEAKSo. w ga CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT TO REVIEW AND +(572.50) EXISTING SPOT ELEVATION t7 E AS O'n SECTION/ELEVATION COORDINATE BEFORE PROCEEDING WITH WORK C LO u a� 11 THE LANDSCAPE ARCHITECT TAKES NO RESPONSIBILITY FOR +572.50 PROPOSED SPOT ELEVATION EXISTING TREES c - C w c A. CONSTRUCTION OR WORK IN THE FIELD THAT DEVIATES FROM THE SECTION 5. CONTRACTOR IS TO CREATE A WORK SCHEDULE AND DISTRIBUTE TO EXISTING POWER POLE ]L i-J a E k y Aft NUMBER ARCHITECT,OWNER'S REPRESENTATIVE,AND LANDSCAPE ARCHITECT PRIOR DRAWINGS OR DEVIATES FROM BEST STANDARD PRACTICE OR WY TO COMMENCEMENT OF WORK. THE SCHEDULE IS TO CLEARLY OUTLINE DATES MANUFACTURE'S RECOMMENDATIONS ————— MEADOW BOUNDARY .y. ' EXISTING SHRUBS SECTION FOR v,Jzrcz,.I EXISTING CULVERT LOCATION A)PRE-CONSTRUCTION MEETING TO REVIEW CONSTRUCTION FENCE, EROSION&SEDIMENT CONTROL MEASURES AND TREE PROTECTION �'"Ti/oF MEASURES GRADING NOTES �*" `'R� C)REVIEW OF MATERIAL MOCK-UPS(SEE MATERIAL NOTES) UTILITY NOTES DETAIL KEY D)REVIEW OF SITE AND ARCHITECTURAL LAYOUTS 1 CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES TO LRgnrnn;J((11 1Yi? E)ALL RELEVANT ARCHITECTURAL,STRUCTURAL,AND CIVIL REVIEWS. 1. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE LANDSCAPE ARCHITECT — ., I— DETAIL LETTER UC I.. '7" F)CONCRETE FOUNDATION AND SLAB REVIEW DATES �_ ) r LOCATION G)MASONRY AND METALS REVIEW DATES 2 MISS UTILITY CONTACT DIAL 1 800 552-7001 FOR MORE INFORMATION. 2 PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS OTHERWISE �� 1 71��9 H)LANDSCAPE PLANTING TREE LAYOUTS(WITH FLAGS)AND PLANT QUALITY NOTED BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING arT �IL�o�. 1 I BEAREA O DETAILED REVIEW(BEFORE PLANTING) 3 VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES IN THE FIELD AND NOTIFY )`_._ I DET I)FINAL PLANTING AND HARDSCAPE REVIEW LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN LAYOUT/GRADING 3 ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1%.NON-PAVED AREAS MUST PITCH TO J)PROJECT COMPLETION AND UTILITIES PRIOR TO CONSTRUCTION DRAIN AT A MINIMUM OF 1 5%.ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK NORTH ARROW 6 LANDSCAPE/PLANTING CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW PLANS BEFORE COMMENCING WORK IN ORDER TO 4 TRENCHING FOR UTILITIES WILL BE PERMITTED IN APPROVED LOCATIONS ONLY TO N PROTECT TREES CONTRACTOR MUST ALERT LANDSCAPE ARCHITECT PRIOR TO 4.ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH ED ASSURE CLOSE COORDINATION TRENCHING FOR LOCATION REVIEW AND APPROVAL FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS 7 PRIOR TO PROJECT COMPLETION,THE SITE IS TO BE THOROUGHLY CLEANED SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.LANDSCAPE ARCHITECT OF ALL CONSTRUCTION DEBRIS,SIGNS ETC AND REVIEWED BY LANDSCAPE MUST APPROVE SEED MIXES PRIOR TO SEEDING ARCHITECT AND OTHER RELEVANT CONSULTANTS. LAYOUT NOTES 1 DO NOT SCALE DRAWINGS 5 EXISTING SPOT GRADES SHOWN ON SURVEY ARE FROM DIFFERENT SOURCES IT IS THE CONTRACTOR'S ELEVATION DATUM PLAN DATUM 8 IT IS THE CONTRACTOR'S RESPONSIBILITY TO GROUND AND BOND ALL RESPONSIBILITY TO VERIFY IN THE FIELD IF THE EXISTING GRADES ARE CORRECT AND REPORT TO THE CITY IF EXPOSED METAL OBJECTS IN LANDSCAPE THERE ARE ANY DISCREPANCIES BETWEEN THE SURVEY AND THE ACTUAL CONDITIONS THAT MIGHT INTERFERE W TW - *�.�' 2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT WITH THE CONSTRUCTION OF THE DESIGN AS SHOWN C7 a 9 CONTRACTORS MUST CLEAN UP ALL TRASH AND DEBRIS ON THE DIMENSIONS IN THE FIELD REPORT DISCREPANCIES TO THE LANDSCAPE QQz CONSTRUCTION SITE AT THE END OF EACH DAY LIGHTWEIGHT MATERIAL, ARCHITECT BEFORE STARTING CONSTRUCTION J cc PACKAGING,AND OTHER ITEMS MUST BE COVERED OR WEIGHTED DOWN TO PREVENT WIND FROM BLOWING SUCH MATERIALS OFF OF THE CONSTRUCTION 3. ALL ANGLES ARE ASSUMED TO BE 90° UNLESS OTHERWISE NOTED TRAFFIC NOTES w REVISION MATCHLINE SITE CONTRACTORS ARE PROHIBITED FROM DUMPING,BURYING,OR BURNING 1 CONTRACTOR TO MAINTAIN SAFE PEDESTRIAN TRAFFIC PASSAGE IN ALL WORK AREAS THAT ARE IN ® TRASH ANYWHERE ON THE SITE.DURING THE CONSTRUCTION PERIOD,THE 4 ALL DIMENSIONS FROM STRUCTURES ARE FROM FACE OF FINISH UNLESS OR NEAR STREETS OR WALKWAYS CONSTRUCTION SITE MUST BE KEPT NEAT AND TIDY TO PREVENT IT FROM co O BECOMING AN EYESORE FOR SURROUNDING PROPERTY OWNERS.DIRT,MUD, OTHERWISE NOTED Z 'C OR OTHER DEBRIS RESULTING FROM ACTIVITY ON SITE MUST BE PROMPTLY z L=i REMOVED FROM SURROUNDING ROADS. 5. ANY ALTERATIONS TO THESE DRAWINGS PROPOSED IN THE FIELD FOR CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE LANDSCAPE SHOP DRAWINGS Issue None rate MATERIALS ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION I CONTRACTOR TO FIELD-VERIFY ALL EXISTING CONDITIONS.INCLUDING DIMENSIONS AND ELEVATIONS PRIOR TO SUBMITTING SHOP DRAWINGS 03019 6 LIGHT FIXTURE,TRANSFORMER AND ELECTRICAL UTILITY LOCATIONS TO BE CONCRETE DETERMINED BY DIMENSIONS ON LANDSCAPE ARCHITECTURE LAYOUT EARTH MASONRY DRAWINGS u,.IC�I :;s:3S°;:;:;9 T I> iF ABBREVIATION LIST MISC. SYMBOLS PLANTING SOIL CONCRETE A AD! ADJACENT,ADJUSTABLE CONC CONCRETE F FAB FABRIC J IT JOINT NOM NOMINAL RD ROOF DRAIN IC TOP OF CURB ` �, AFF ABOVE FINISH FLOOR CU FT CUBK:FEET AN FINISH NTS NOT TO SCALE RE: REFER TO TEL TELEPHONE t CENTERUNE - - W\'%v\ ALT ALTERNATE FT FOOT FEET REINF REINFORC(E) (ED) (ING) THE THICKNESS) Y \ \ ALUM ALUMINUM D DO DECK DRAIN FTG FOOTING K KO KNOCK OUT 0 OC ON CENTER REOD REQUIRED TOM TOP OF MASONRY FTPROPERTYUNE APPROX APPROXIMATE DIA DIAMETER L L LENGTH OD OUTSIDE DIAMETER REV REVISION TOS TOP OF STEEL/SLAB BRICK GRAVEL ARCH ARCHITECTURAL) DIAG DIAGONAL G GA GUAGE LT LIGHT OPNG OPENING RL RAIN LEADER TS TOP OF STAIR S ANGLE DIM DIMENSION GALV GALVANIZED OPP OPPOSITE 1W TOP OF WALL j '!.er . . B BC BOTTOM OF CURB ON DOWN GC GENERAL CONTRACTOR M MAS MASONRY S S SOUTH Y-=:�=+�= TV TELEVISION � PERPENDICULAR �v.�v.��_fy BD BOARD DS DOWNSPOUT MAIL MATERIAL P PC POWDER COATED SCHED SCHEDULIEI (ED) TYP TYPICAL //// �=���=�1 BLDG BUILDING OWG(SI DRAWING(S) H HDW HARDWARE MAX MAXIMUM PERF PERFORATE) LED)(ION) SD STORM DRAIN U 0 DIAMETER GENERAL NOTES BLKG BLOCKING HDWD HARDWOOD MECH MECHANICAL Pt PLATE SHT SHEET UNO UNLESS NOTED OTHERWISE BLOCKING WOOD //J� BOT BOTTOM E (E) EXISTING HDG HOT DIPPED GALVANIZED MED MEDIUM PLYWD PLYWOOD SIM SIMILAR V � ��//!lES BOTTOM OF ` BWK BOTTOM OF WALL BRICK A EACH EL ELEVATION HOR JOINT AC HEA NAL TGM/VENTILATRJG/ MFR MANUFACTURER MISC MISCELLANEOUS PSF POURE TREATED UNDS PER SQUARE FOOT SQ SS SQUARESTAINLESS FFETE(3.SOLID W VIFRT VERTICAL VERIFY IN FIELD ELEC ELECTRIC(AL) AIR CONDITIONING MO MASONRY OPENING PSI POUNDS PER SQUARE INCH STD STANDARD w WEST WIDE,WIDTH / 1 J .00 STONE SAND/MORTAR C CEM CEMENT EQ EQUAL MTL METAL PT POINT SR STEEL w/ WIT GH CIP CAST IN PLACE EQUIP EQUIPMENT I ID INSIDE DIAMETER P.O.B. POINT OF BEGINNING STN STAIN(ED)/(LESS) W/O WITHOUT CITY CITY OF CHARLOTTESVILLE REP EXPOSED INCL INCLUDIEI(ED) (INGI N N NORTH SUSP SUSPENDIEDI WD WOOD �j CJ CONTROL JOINT EXT EXTERIOR INSUL INSULAT(E),(ED).LING).(ION) NIC NOT IN CONTRACT R RAD RADIUS SYP SOUTHERN YELLOW PINE WT WEIGHT J N lave CMU CONCRETE MASONRY UNIT INT INTERIOR No.,II NUMBER RB RUBBER BASE T TBD TO BE DECIDED WWM WELDED WIRE MESH Total sheet tare 7d 12 34jN I / SDE PREPARAIiON NARRATIVE shall be uniformy spreod at the a to based on sot test recommendations. ' / WOODLAND Fertilizer and lime(if required)shall be incorporated into the top 4"of soil. =N �„�� /J J All existing foundations for all associated structures are to be removed to / 7/ a minimum depth of 24"below proposed grade See sheet L I.01 Site and Restore prepared areas to specified condition if eroded,settled or otherwise s r t/ / / / Gradin Plan for disturbed offer fine grading and prior to seeding. _� / ,�s g proposed grades,contours,and spot elevations mo ° Subgrade located around and within areas of demol shed foundations PROTECTION OF EXISTING TREES AND VEGETATION / / / should be compacted to prevent future settlement of proposed site elements. Protect existing trees on slope,groups of pees,and other vegetation d o/ WOOD / / <1 � 3 / �+ // Compact subgrade to 7r t compaction o all areas to be planted and designated by the Landscape Architect sor:shown on the drawings to remain in / / sodded,use in line ripper to rip sot in two opposing directions at 24 inches on place Protect against unnecessary cutting,breaking,or skinning of roots, w i / •/% center and to a depth of 12 inches below finished grade.Do not MI or dp skinning and bruising of bark,smothering of trees by stockpiling construction = s$� i 2'4•`) / /� ground within drip Um of wising Ines to be preserved After ripping apply T materials or excavated materials within drip line,excess foot or vehicular .r Q / / �t V+N ;: / // layer of approved composted organic material over entire area to be traffic,or parking of vehicles within drip line Erect a snow fence or other LL 1 ' r�� ` // � jj seeded,planted or sodded.Tit and ma to fine blend 12'deep acceptable barrier,not less than 3'-0"high as shown on plan Snow fence shag o / / / % j j jj Composted be o wire-bound wood roll snow fence. Fence shall be 4 ft high minimum T\•, / / posted or onic amendment stall be a mature/stable humus-like /. 'j/�%% j�% jj/% �j g and shall have 3/8 in by 1-I/2 in.wide pickets.approximately 2 in.apart c F / /� // // ,/ material derived from aerobic decomposition of biosolids,leaves,yard waste m m 1?PO�IAR / //j/ Gi.. \ j�% j j ✓/� j (tree trimmings.gross,leaves,etc)animal manures and other readily bound together with at least I3-gage minimum,galvanized steel wire_See 5 /' //� % jj . ///��/ii compostable organic materials.The compost shall be dark brown to black in Detail 5,Sheet L3.00 for free protection detail ��� / j/ /� color and capable of supporting plant growth It shall he free from If damage to existing trees to be preserved occurs,repair or replace frees � � �OAK / / ••., % / //�� objectionable odors Compost moisture content shall be such that no visible and vegetation damaged by construction operations,In a manner )..___ - j / /L1OFfT ,, // // free water or excessive dust is produced during handling The material shall acceptable to the Landscape Architect and Owner Repair tree damage by oES .' POLE ;/ / /� hove o particle sae of 100%passin a 3/4"screen a ualified Vr Into Certified Arborist Replace frees that cannot be repa'uedoBi / / / ,/// � :4/ 9 q 9 4 f{IKxoRY / / X I `j and restored to full-growth status as determined by the Landscape Architect s,/` / J / / /�/ Grade To final grade level shown on plans.Grade areas to be sodded to N �r`m(3'8'V �n / % a smooth,free draining even surface with a Bose moderately coarse texhxe C y w N5>gn_f .. / j Roll and firm soil,remove ridges•and fill depressions as required to drain Do 0 n `=°,E / `� :j / / not begin sodding until unsatisfactory C 10 u s';,a, / / I j / / beg g ory conditions are corrected Compact soil C Ill u, r. /�d� ----• / / / %/ to 80°6 maximum dry density so that land B stable Organic fertiaer and lime N =c W•c e 2 REMOVE / �.;j % / / i ][ 3 6 d Y -� TREES DTP / ///���'�j • . / I 1T OAK / /-- 44 OAK ..,�� rk j�/j / -f l r. /)1 / ' / 3P OM ' �j'fit, •A • ' / / TREES TO BE TREE PROTECTION FENCE,TYP �TTI p -,/ LIGHT POLES / / _J �PR RO DO NOT OTS, \r REMOVE AFTER CONSTRUCTION a'�G Fri OAK _ �j �� / ` y`D'• RB HES OR -FILL GRADE INSIDE OF TREE PROTECTION AS c7 ��y - /, \ \\j �j / T UNgHES SHOWN AND REPLACE TREE PROTECTION / / R` LT?77f11411WJ$� FENCES / / 1 AFTER HLUNG SEE SHEET L1.01-TYP J \ 4 �1 \ tkr,-rye; 1 I \ DEMOLISH&REMOVE 'I K / �� • APE AR& r�___�♦ �`- / IS TO A ♦ TREES REMOVITH"X"TOBE / / MN UM DNEPTH OF \ \ ` r i N �tV 5 1 REMOVED,TYP - Boa _ \/ / /24"BELOW PROPOSED ♦• T�, ►!!O1tQNY I - _^ /\ / GRADE l / \ \ \ (sea y I f i-- ♦ \ �/ /,' -SEE SHEETLl01 FOR ♦ \ . a _� f ".i ��,,� \ ♦20' .. PROPOSE?GRADING / \ ) .`!IP. �9 ' - ,,� i��i' �j— I �� -' /l / I ram/ �� , � FIRE PR- ttl'dIHE . t2•r 6RY -�T 28•Hlq(ORY� J 1 � PROTECTION FENCE TYP J ,--- _, — -�1 _ _ �n! ~/^ 14 HK // lir y % t lREMOVE AFFER CONSTRUCTION © / HI y // 48'TRPY i/ T \� g� / /u•H / ^\ �} lj " rcHLL GRADE INSIDE OF TREE PROTECTION AS r r / i 1 1 O / X/ •BLACK OAK1 I ! j ,�SHOWN AND REPLACE TREE PROTECTION T - _ ,s-- /� / , i / �� ) Vj �l'AFTER FILLING,SEE SHEET Ll Ol-TYP 1 i / /� /� PI / LLI N/ \ ;i I-i r 10 '' / / j j2j ICICORY�DBL r'..- \ Q� _\ ♦ lx i • - _ Jr. RETAINING WALL 20• ORY jam' X �r�% % J MR CLEARING �j / / / %j�i i, C3 i- y2' Y _ / / / /j Prior to starting site clearing operations, �s\ /r % / � / stake out all limits of all work. Erect free _ , y ' j�♦ v l yr k protection fencing o upon completion f / _ t`.WFfI_E Pw1E j/i ` % = I // y Z o of layout work and before any clearing is done, �� �� �� / / the Contractor shall anonge a conference on A � - —� �' •: / i � �PI_ -- �ij •P` , Z J� GRAVEL DRIVEWAY ,,./ / y r7 / �--- the site with the Owners Representative's and -� �- ' / /� V Landscape Architect to verify clearing limits /, ` 1 4 r 32•BLACK OAK ;I / ,„ '� / Issue Nurse Dace and tree protection Do no clearing without a { 9 j I RESIDENTIAL dear understanding of existing conditions and /�� \ 20•WALNUT 1075 r T / / / -� ' 9 f BUILDINGS ISSUED 03,28.20,9 frees to be preserved Adjustments to clearing \ i� r , / �[� Ines shall be mode at this time to save trees or y — RESIDENTIAL tit/ DEMOLISH other items on the edges of clearing lines.If \ —� / 1111 % BUILDINGS l RESIDENTIAL w necessary minor grading adjustments shall be \_� ' X -DEMOLISH BUILDINGS 4:; , r made to save these trees \ i p�rqIII -� /. Of/ DEMOLISH +�, ////� �/// A,vr:W --/((- 20•HICKORY / / All tree stumps and roots to be removed \r ' c 441� % j ../ rk j within the limits of work shall be removed as 'PO %/ ( ill / •-� / directed In areas where the finished grade will `� IF ' !//�/ / /� I e •. T'"1 /////1/rrr�o "'/ be six(6)feet or more above the original { / �- , / � / .- / B •. -1 // ground and not under a building,paved \\ / /� jjj ` �-� surface,utility,or utility line surface stumps may 1 j/ SIDEWALK 10T0 J� e e / be left in place provided the stumps are cut off \ ` _ 41111v ' �• / to within six)6)inches of the ground Where \ �� /j/ �WOODS 151 — / trees are indicated to be protected and \ / • •/ j -• 4, le HICKORY- ---- preserved stop topsoil stripping at the drip line \ j,, 6 H F oR se / r% EXISTING \/ CONDITIONS of these trees to prevent damage to the main Tt T ' . • , �// ♦ PLAN root system Fill depressions caused by clearing FIELD \\ — / /j e p/ T!and grubbing operations with suitable backfill / ro �j�/ ♦ �cB i C3 # " '( material unless further excavation or earthwork \+ �J • //�jr jr ? `" vV 4 40 }))! is indicated \ ' �bOGWOODB(T) /„ Contractor to coordinate with landscape ___ _ Cn1 J L1 .00 Architect on site to develop a plan to preserve / WALIJUT tp BLACK� _ -- `ur �� existing frees during construction process. / / +. WALNUT - /k7. O 10 20 40 N J.ti. 1838 Total sheet count eof 12 SCALE 1"=20' e) 1 J / DOWNSPOUTS ON BACK OF BUILDING MUST DRAIN TO GRASS CHANNEL. 0, / - LOCATE 17'X 18"LONG CONCRETE SPASH BLOCKS AT BOTTOM OF / n J / 7 DOWNSPOUTS 17' LONG BED OF T-3" 0 RIVERSTONES AT END OF SPASH sr C3 / BLOCK TO SLOW FLOW. / �o ,\ / GRASS CHANNEL ‘.11 / r SEE CIVIL ENG DRAWINGS FOR DETAILS 4 / / �� / / 'IX • 1 LAWN — SEE CIVIL PLANS FOR LEVEL SPREADER m > /- '- _ AT END OF GRASS CHANNEL,TYP / " i / / / / 1 I �� 4. 0 STONE EDGE ALONG BUILDING `> = / / �� / `� S ® (MOW STRIP) TYP % / / / WOODLAND / " AI 0 - .�/ VA _ ''f 15 !qv CONCRETE PAVING /i. m{g9 / w••f, t / / ;!0.111111114 / `j Pu '4 � / ® e5INGLEONCRETESP C3 ��g. sup I :,1/ / + _ ,,%�/ / 9 BED C 075 , 0 / / / o g`� 9^�+{ 9 CONCRETE PAVING i 11111 '" �°y ` Mil.: L S 0 HDPE PIPE CONNECTED ' / % d a 1;1� a5 _ -/ LAWN Otte TO RAIN LEADERS AT FRONT OF BUILDING AND DI, r TREE PROTECTION FENCE,TYP c In COI a2 - - + FIELD COORDINA T V ® REMOVE AFTER CONSTRUCTION 23 r O L A OID TREES �� �0 /?� � /�, SEE CIVIL PLANS FOR LEVEL SPREADER AT END OF J J c '� A� S'jY PIPE,TYP ` u� .- c = O L=C _J // '� K * . 5?5 / EXTEND FILL AS TO BALANCE CUTE NEEDED / 7 a S / • $� �/ �'%( ARE ' ` . so s\� gS• NYOPLAST INLET CONNECT SEE CIVIL ENG DRAWINGS FOR DETAILS\ q1 ebb 864 FF ,, .� LAWN,- T08"PIPE , SEE CIVIL PLANS FOR LEVEL SPREADER Jx-I• ra°j�fQ ,2°b 8b' S ►4 ;, © . A7 END OF GRASS CHANNEL,TYP \ 042 / gb?� / \ /CONCRETE PAVING , DOWNSPOUTS ON BACK OF BUILDING MUST DRAIN +{�► p• v A WITH PAVER BANDS ` 17 fib•so _ gb�9� ••• �� �� •� y 11 Lk 1 TO GRASS CHANNEL LOCATE IT X 18"LONG li�Ho.t �_` c• T+� ,\ •• 9 - _ 1 I -__ CONCRETE SPASH BLOCKS AT BOTTOM OF (�� SEE CIVIL PLANS FOR LEVEL SPREADER ,. `�i' ° Cl'' / / •_ • I DOWNSPOUTS 1T LONG BED END OF SPASHF T-3" 0 TO SLOW t� s AT END OF GRASS CHANNEL . PARKING .�1 �35�� F / CTNCRETE STEPS\ / FLOW G '� / gra � > ���+ PUNT ••• �. = \pl, \o % p Mp i70 I /, swr / \• 8"0 HDPE PIPE CONNECTED "•• •,;' Y / / • TO RAIN LEADERS AT FRONT OF BUILDING. osb '� r �� B� Ji y¢ q ••" ////���'y MULCH PATH / `• p?E / ' " HELD COORDINATE TO AVOID TREES. ts /1 - ii pp�D j_ • •y,.` � 'r„ CONCRETE •STAIR i/ , y / ' /i5* �` a Nilie tti > �> _ Opp_ •�i7> ' l _ _ - / / + CONCRETE PAVING ©�y�-;� t pip. �� ,I '/ If� les Ii,WITH PAVER BAND `� - /-0 ! �' /�STEPPING STONE PATH .• • 1 f , J •Y CONCRETE PAVING �,1"��` 1+ . 1�� WRH BRICK BANDS ��_,V �� ?� / USE 1 Yz"X 24 X 24 BLUESTONE l! �j I `r 1 "� PAVERS OR RANDOM FLAG C3 / -CANT BED , r // 11 Q , J _� ' • y5�• fi pia STONES REVIEW CH OWNER > "Vi ! �, i SINGLEE ,r ' ' —� I �/.�.. �g :y, �I� W 444 1CONCRETE STEP �� / r� : roe' s .* 'i l''low --- , ,i 30-' �� Ap5 '� j T°` g 5 TREE PROTECTION -- �t"J�tit �- — ! 1,is + :41 •pp• JFENCE,TYP . f REMOVE AFTER .� � -- _ • 1� / �4 1,d` ���j ha pp•��� w CONSTRUCTION \� �/ 1 > -- / . \Q1 ` K e p STEPPING STONE PATH ` ASPHALT PARKING&DRIVE ��` J� ! - _ ���'/ ,� / �� •_ p� Z i; ��� - �r �� // ri,„,, ► �i kip• p MwZ c=if- n �` 3�5+ LAUREL �Q �'C3 / r. Ji , i Ov% PLANTNEW LIGHT POLE TO MATCH EXTG �+ �� _ / L/ �' BED LAWN u N° ` D°;` AS CLOSE fy5 POSSIBLE,WARM LED /�� \ M 5 a°! �' BUILDN G � 019 SITTING AREA - +\\ CONCRETE PAVING7i i �� aIiiiiPI.°C).11:/W4 *1013111°1-' ' t OSabiD COIMrtYCORM/EMS 441141111/17: . r 1A 4.50\ �+ 70 • lir 14 nfl7.1*\` 1111-,111114111114; _t PARKING 74.20 0+ !rSti, ��AC)r � y K• EXTEND FILL Q \ _ PO `� / ��� ` • ! 'It� AS NEEDED POROUS PAVING • \\ _ ��b - lLPARKINGSPACES �� � LL \ ///' _• Imo, , 1/ � / 1 0 FIANCE / , 1 r� � I 1ii° - CONCRETE PAVING 0 GRASS CHANNEL l tri. © �.� WITH PAVER BANDS SEE CIVIL ENG DRAWINGS FOR DETAILS\ fir"' " _ - _ 7 SEE CIVIL PLANS FOR LEVEL SPREADER \ , i' 9 f �� SITE A N D AT END OF GRASS CHANNEL,TYP 9 EDGE ALONG BUILDING 9 ` ______----- STONE GRADING (MOWSTRIP)-TYP L2.00 �` \\ - �I - PLAN • G? e , j—� ...--- .......- NEW LIGHT POLE TO MATCH EX'TG V _ }� r. ASPHALT PARKING &DRIVE �_ AS CLOSE AS POSSIBLE,WARM LED 6l� — - L 1 "O 1 -N., 0 10 20 10 N'��-/\{ J.v. 183e SCALE 1"=20' �1/ iota cowl cow a o,12 INNISFIEE VILLAGE PLANT SCHEDULE svN 1 ow I SCEHIFC NAME [ oara+rwo I SUE I SPACMO I ND1E5 ex� OMS AR 2 Aces Menem October Gear/ Odder SW W Mt1pr 2'ere As shown I xt-- 6 M 1 Anw «r.lchaba numn MINN /1.se Aww l .$S Iy B HI As SWIM �� 1 CF e71011 3 Bun r p.B sv/F D I.4* ' Dun llssl ly sr Sink19 TO 17 HI As shown mo ,Q� CC S Cards cmeaelAI Rsmrrtl S M. As sotto 32 MC CV 4 Orbnsehus.9rscus Fang.TWA 86 is As shown CF 5 Qsns norlaY Appetoci.a n Spring' Dogwood s S It As sown vi o 38AH — OA 2 CLeaossaba.s Souroae e6M As shown rj 6 11 POTW s __ t 1 1 CV OpOO ,'��" ' - -- SHRUBS ��Y 2B SR `QJO ,::.{••4'e4+54S`r. _—_——— — __ —— CHF I Cephruu e.us nee nyea4s FWlprs• FropUS J .K.Taw 5 yr. As shawl ?y> 4 ,::E:R's• ~_ _ CSAF 20 Cams sores Amer F.I.' Arctic Fin Red Tsna Doywoos 3 O. 7O o.c. L`l } 6 qs, / FOO S FCMs9lb garden, _bald FOClayrs 3 pi. 7d o.c. G' 4,�Sj�yN'� / FS 2 loneness x Inle•meae Aeoh s Rprss.• Amotls Pones.woes Hacel S to s Ht. As Shawn g w St ate /' 'i�' ` ly 110 4 lljdapes q.e,c�INia'PM WOO' Ps,N4.O.h L.et lyainsss 3 pre f 0 aG q9 g -/ I KS IS licncun no w.sum SurouraP Suernt St..ohM1 Won 3 pre 76 owe. y 2 / '.4 ' MD 1 Irr..nc do fa'Jo,LWo/ We YMsaber6 rpolrron 3ye 74P O.C. O1iMlo 11=6SINwr n m Z5 i 0 ''•' ���. 1,61. 10 MC MRs 9 Ws wee1celate Red Swr.• .w.rrb.nY lair 3 Est 7a•sc. 7 POTW //�•'-- ��,�'`rKitA� 77 HC «r t5 teucn.s lumensGenet sw.al.pn are 4o D.C. 40 RF Ji 1 / // /Ill// f: P01w 2r Pn nN5 9M 76 se. 1 AR ra«aw,a aod� •my W.W Tey one e.rbee 3 pre 76 tout 1 CF �O0, / + �' PLOL 25 Pn..s s.�«sours Otto LSW«r 01m Lrr.n Chery Lsur 3 9/ 46 se. errs bin o 0 4ie // * / y 'U1 //� 0• P1.3 B Prunus Irsoc«asus SchpFe.roir' Mlsst Cowl SsO l.wwl 3 pre a shorn NNW ipr j // / RC 12 Rho�0rslvn catewb,s. Ceases Rhoeoorbon 5 yr. 66 tout. _ E titit; - \*� �0• r 50 HC WAN 5 viburnum map)WNW/we WM.oa varr.en 3 9r. s6 owe. C ,A n>°aF 8LA M�• O. 00 O E n •ryE I RC (�, O. �� A HERBACEOUS PERENNIALS C r0 u =Y zoo A* 4 I RC .1. 44 HC ,A(►,A` c = C 4€A 2 • 7 LA 0. � �! 7 CSAF Ash 38 Amain apMW tun Star 1 W 24 as a - C W=a g ,�ri 8 CSAF O. ,a i?`qf!�� 25DE DE e3 WOW,Withrow,* tomb swam. Autumn Fern 1pe 24oa Y o vy 1.€5 allifie / :�l . ��I y`�/a' M... $ NAB 42 M4ds.Mime'Autumn BMW Mum sMs Mesool OT 3 to 4RC i .w OO. '/(IfA��' . • 2HI It/i � IC en lrype icon ceyckren A/m DIeS OT to as A N 4+cf•0. r • - // lY 175 linage nroscal Mg BM• Bi Die Llty Tut I pr 17 o.a_,# � 12 HAB ,py�G ��I�i„ e��s �lr�« 12 PVS MC e7 ►v..»syr cgr n, P1nw Mnt y Gres oT 3c ac I CHF �N \$ M' ,.s•1M' ' PVS 117 Penton vwpelu5 snamrtm.h' Shssgorl Swede Gres I pre 3a as . . j'A" I II r ��'• 1 OA _PS 1m Phla awuets Cn.pirq Pnml t ph. 20 as .L I li „ iJ t RF 40 srmsc rle IrWO•Gokishrn' Black4Eyed Stem 1 GIL tS as P's 1.. p - �ev EXISTING 44"OAK o -� �0 N,c \ ,I) 20 DE IA, l.,'�,'1 4 FGG sH 32 spomob.Ir«aepsn Pm*Dnp..w 1 GM. 2r as 'P� 1 VNW �. ���.� , p �-,,_e 3 PPS SR 2e C. O. ♦ // tc '� 26 PS BOLES sasega noes Fi.x/ks Fireworks oal3e.ae n 1a na 4PLOL . ♦:? ///// 7�'++•!is BFGG r.F ( 95 iNsciswslc.Foa.s• IbeRimDIMMM ae 17aa In MNnAbp. `fl1;11AAL.NoNMALLIIIS 16 LM _ 1 '"' 25 PS T ♦+�+ // !J�� lie No.t - +15 NIF �,;V: 1 PLOL 130 HC / LAWWSOD as SEED 5 PLOL 9 HFS '{. OO' 4 HO //�,`"�i Q. eat s r Aee A«rrro�oea Seed.sae ��SCAM AV. 44 tog , 1 CC `pia, '//;`w� 9 PVS • +�....a.7%� 4:._ " / �A FI��;,� I/I'N�i17���iN .14g. +�� f�.................... artl?a 40. / / 'i � � `.N�O �.�+fs• � ai�a0s` 66PS 2CFI OA — . 42HAB / r 24LM �::+�r?+fi�jli'0! ` 14PVS `/ / �. '�C'+�tllf� y j�! 32 SH � � 28 HC T f, d' 4 PLOL `fla;us�i 41 FGG ��' " S 15 PVS �o� ; s •r 23 PVS 6 • ►�//�/��////�/�//� :411111k EXISTING TREE,TYP ( 1 yss jI' /frP,,-;14:-1441.r//'/.'s=';--,:,,P,'I'...-1. -P1'' ��-: 5 CSAF ���, s 40 /Il/`����I•t / �� 30 LM ln m +PI 1 CF ��O `„ 4 YNW 60 HC � iv,-, 1. . 71 CCt w b• cr (�S� ♦� �2 1 BNDH ,y Re 38 DE . c� �`' bQ ``'r / J 1f�''.' p2 RC `�.::. :•'/`4 3 CV > w \� �- Y 2 BNDH - � 45 HC I pY i �10� aii 01•��* t w /s w ‘fli 2 CC 90 HC �. i. � .` i/ r.n• "ter*.' 3+�+a of N //2�• ' diio Q w AiNtii, 0 9 IVRS+ 1 IVJD /l/Q",/ i / ��',, L a30 PS 18PV • $ 1�►v-O'/ / �J� 9 HC N� ��� 1 PLS fa. Z = ' 6 ,� � j �.� r 9 HC 4RC �A1'wf I I//,I 14 FGG Issue None Date / i '/ I //�+\\ ♦ / / `i `g �: AN i � 1 AR sou® oo2e2o+e / \ r ♦ l' / lfr��l� x 3 PLS po ='��'�' 20 MC 'f •1: \+;:r'' 13 PS - ems, \ (+� 1 05-0i/9 COUNTY COMMENTS // \\ ` ♦` / g/. i A r. \ 4 HFS V q C�errjj Cx?( \ ♦ I / \L 5 MC T- \� ♦♦♦ ♦` 12 PVS 20 LM+ 4/� \ \ % *gip' } ®® e \ /� 20 NIF •OO�`'� *4 09 7- PARKING SPACE S �V ♦ / ' � LAYOUT L2.00 \ ♦ 11 FGG Oi�90.11.w j AI' \\ �o. l EXISTING TREE.TYP s NOTE: +\ ��„� v LAWN AREA IN PLANT LIST IS BASED ON COVERAGE OF ALL \ id:0� P 4 16 PLOL PLANTING AREAS WITHIN THE GRADING LIMITS AND THE REPAIRED N. 000 12 PVS 6 A N D AREA WHERE THE EXISTING BUILDINGS WERE REMOVED \+ It5 N 8PVB LAYOUT PLAN \\ . 5 HFS � s'em 0 \+\ . `ui� \\\+ �.. ,� / L1 .02 0 10 20 40 N J.N. I&18 Total sheet LOunl10 Of 12 SCALE.1•--20' ED PAVEMENT ABOVE IF APPLICABLE ADJACENT Y8'SAW CUT SCORE JOINT,1"DEPTH ON Y2"RADIUS ON CONCRETE PAVING 0...,EXPOSED-SURFACES SEE PLAN FOR LOCATIONS EXPANSION IIT MAX WIDTH,RECESS MIN 1/7' EXPOSED CORNERS OR MULCH PATH REINFORCED CONCRETE SLAB 3,500 P.S I SEALANT ON TOP OF 1/7'EXPANSION VARIES-SEE INTERGRAL COLOR TREATMENT TO BE MEDIUM ♦4"♦ JOINT MATERIAL GRADING PLAN / 8 ♦ GRAY LANDSCAPE ARCHITECT TO SPECIFY ,,CMIEM REINFORCED CONCRETE SLAB -SURFACE FINISH TO SANDBLASTED _ _ . AMIN a ♦ 6"X 6"-W2.1 X W 2 1 WELDED I�sr 0 X 8"STEEL DOWEL IN CONCRETE • ■— ■ -� +�. - — / WIRE FABRIC AT MID DEPTH • �i `, GREASED PVC SHEATH, 18 O C PAVEMENT OR COMPACTED AGGREGATE 21 A MULCH PATH I PI ' < - — ' • t, -.j - SUPPORT WIRE MESH WITH CONT 1 2 I /8"MIN./8"Mil ,,:I COMPACTED SUBGRADE { 1---- SLAB BOLSTERS 4'0 C COMPACTED AGGREGATE 21 A I I EXPANSION JOINT COMPACTED SUBGRADE SCALE I'-0•=1'-0" - \ 8 NOTE FOR ALL CONCRETE BASE PAVING ISOLATION JOINT 1 CONCRETE SLAB TO HAVE ISOLATION JOINTS AT ALL INTERSECTIONS OF LARGE OBJECTS OR EXPANSION JOINT \ ' #4 REBAR CONT 3"CLR TYP di INTERSECTIONS OF WALKS ISOLATION JOINTS TO BE SIMILAR TO EXPANSION JOINT WITHOUT Y:'RADIUS AT EXPOSED EXPANSION MATERIAL. CONCRETE SLAB CORNERS COMPACTED SUBGRADE o 0 2 EXPANSION JOINTS TO BE IN SIDEWALKS 80'MAX ON CENTER OR EVERY 900'SQ IN PLAZA.DO ADJACENT MATERIALill 3 _ NOT TAKE EXPANSION MATERIAL TO SURFACE OF PAVERS VARIES 4 SINGLE CONCRETE STEP cn t< E 3.EXPOSED CORNERS TO HAVE 12 RADIUS - - 8"STEEL DOWEL 18"O.C.. L2.00 SCALE-1'-0 -0'"=1' 0 tod f,'8� zo O 0- t m° E ♦4" EPDXY CEMENT INTO STRUCTURE c co u = Pg ® CONCRETE SLAB/WALK- PEDESTRIAN / ♦F 8„— THICKEN SLAB AT EDGES / / v .-e Is g•; SCALE:1'-0"=1'-0' I L COMPACTED AGGREGATE 21A 1 1"OUTER 0 X-STRONG 1-0 ]C 3 o u Y 2 COMPACTED SUBGRADE HDG STEEL HANDRAIL • ;\ WITH SEMI-GLOSS BLACK PC ��® ISOLATION JOINT CONC.STEP 3500 P.S.I MED GRAY R1z SCALE.1'-0"=1'-0' INTEGRAL COLOR TO MATCH SIDEWALK ,,�F•177/oR SURACE TO BE SANDBLASTED p' Li ADJACENT ASPHALT OR PLANT 7'VDOT STD SM-9 SA 4c BED ----2 ROWS OF 4 X 16 W o UNILOCK,PROMENADE PAVERS, HATELIT FABRIC �A�NWp RtP;NtS�L.ISM Y,"RADIUS ON EXPOSED I CORNERS RUNNING BOND PATTERN,IL CAMPO VDOT STD BM-25.0 Rl� INSET POST 6"DEEP MIN Lic''' 'T' BRUSHED FINISH,COLOR GRANITE / / 8" ♦ BLEND VDOT STD 21-B ` IN CONC EPDXY-SET 14 s 4,6 1"SETTING BED ,o` Y;'RADIUS ON 1 O' / ADJACENT 'TAPExa CONC SLAB, `� / / " / f CONCRETE EXPOSED CORNERS 10 dsmAIWOW l � NIi ��� GRAY COLOR yp 1 to a PAVING �i ��ts�` �+ � la�t:77� fI � 1 ` ;,14, . -,T.,- , 1'-7'TYP ♦ \1. • ++t+•e 1I I -1 I I-- ..\\//j/ / j\i\/;`//\//' >'\? •` • .✓• _ \ \; j�//\�j \ 1.2 �y , /1 I9. L EXPANSION JOINT 6" •COMPACTED AGGREGATE 21 A / Z COMPACTED SUBGRADE COMPACTED SUBGRADE ADJACENT MULCH PATH • - / • 5 CONCRETE PAVING WITH PAVER BANDS 6 ASPHALT SECTION POST CORE-DRILLED `` \ I •I 1-6' L2.00 SCALE 1.-0'=1'-0" L2.00 SCALE-N T.S AND EPDXY-SET IN ♦ ♦ (3)#4 REBAR,CONTINUOUS w CONCRETE `D I ' 3"CLR TYP C7 z COMPACTED SUBGRADE c� SA SAW CUT SCORE - #3 REBAR AT NOSING 5 POROUS CONCRETE PAVERS -N-N I 6x629x29WWM 3"CLRLRTYP W g L2.00 JOINTS 7'DEEP-TYP 8"DIAMETER CONCRETE • --- ASPHALT ROAD 8"WIDE CONCRETE EDGE BASE AT POST = 6_ �- FE (3)#4 REBAR,CONTINUOUS ri 4L .I z? C - . 3"CLR TYP O { I'4Z 1 44 3''�' `' CONCRETE STAIR U . I r; j t I t 11 SCALE 1'-0'=1.-0" Issue Nan* note ♦ 8'-0' / 24'-0' / 24'-0" ♦ 8'-0' ♦ 2 x 8 STAINED PT YELLOW PINE* ISSUED 09( 1e ♦ 64'-0' / BACK OF BENCH OR IPE BOARD LAWN/MEADOW / 1'-6" / 2 x 4 STAINED PT YELLOW PINE' .;'TYP SPACE OR IPE BOARD / A, Q PARKING SPACE AT ROAD 12• 2 x 6 PT BOARD WSCALE 1/8"=1'-0" a ; *o.d���• limilsisamc 12 / II II 8" II II ADJACENT ASPHALT OR GROUND GREY WASHED#8 STONE BETWEEN BUILDING WALL ;0 3„ I, F „ / i II Y2"RADIUS ON JOINTS AND AS SETTING BED BUILDING TRIM- CLR 1� I 2I� IS / 8' SEE ARCH DWGS 3-4"TAN RIVERSTONES,TYP MIN /. I 5/80 x 8" HDG J-BOLT 1" PAVERS BY EAGLE BAY,COLOR' ��__e \ CHESAPEAKE LAY IN GRID PATTERN 2'-0' % k a STEEL EDGE • • _ . �., 1,I SITE DETAILS 3„ co r ; ) ^� m, + a TYP STEEL EDGING TO BE 76A)t6) ? - - ^ I 3"COMMERCIAL EDGING WITH f a' a - --- e--.,,_� BLACK PC FINISH CDL-MET OR CONCRETE BASE — COMPACTED NO 57 BASE,OPEN-GRADED ` APPR'VD EQ MED GRAY TO MATCH SIDEWALK ELEVATION • COMPACTED NO 2 OR 3 STONE SUB-BASE BLACK FILTER FABRIC • SANDBLAST SURFACE CONCRETE EDGE HEAVY-DUTY NON-WOVEN FILTER FABRIC WEED INHIBITOR #4 REBAR CONT 3"CLR TYP (2)#4 REBAR,3"CLR ALONG BOTTOM AND SIDES OF ROCK BASES COMPACTED AGGREGATE SECTION COMPACTED SUBGRADE *NOTE: L2.00 inkPOROUS CONCRETE PAVERS 1 STAIN PT PINE TO MATCH 9 STONE EDGE/ MOW STRIP BUILDING FACADE. J.N. 1e'° i7 SCALE'1'-0'=1'-0" — 10 CONCRETE BENCH WITH WOOD TOP Toed seemtpn[11e112 L2.00 SCALE:1'47'=1'-0' 2.STAINED PT Y PINE IS BASE L2.00 SCALE:1'•0 =1'-0 BID IPE IS ADD ALTERNATE IT WIDTH FOR GROUNDCOVERS SEEDING/SODDING DISTURBED AREA NARRATIVE se.",s� C— _` .�..� IT WIDTH FOR SMALL SHRUBS =� 24"WIDTH FOR LARGE SHRUBS PROJECT CONDITIONS mo ti�r Restnct traffic from seeded areas until grass is established Erect signs and barriers "' ad►•� ` `��'+ as required Notify Landscape Architect and Owner's Representative at least 7 working E `� " �7' � -• ARRAY PLANTINGS IN OFFSET GRID vi s • - e days prior to start of sodding operations Provide hose and lawn wafering equipment w �'�'�n" 4111111°PfAS SHOWN II NOT OTHERWISE ���[�� l/ -'V as required.Temporarily seed within 15 days any denuded areas which may not be at • SHOWN ON PLANTING PLAN Z '` - final grade,but which will remain dormant(undisturbed)for longer than 60 days. ` a rr r ".- 0 4.1 Provide o uniiform stand of grass with a minimum coverage of 90%by watering.• mowing,and maintaining seeded areas until final acceptance Reseed areas,with� specified materials,which fail to provide a uniform stand of grass until all affected areas are accepted by the Landscape Architectile" 1 SEED INSTALLATION 1, ,, / Seed Immediately after preparation of bed and once the area is cleared ofall vegetation,hash,debris and stones larger than 1/T in diameter or length Seed jje i.' III" indicated areas within limit of construction and areas adjoining contract limits 0 o r• ? R '� disturbed as a result of construction operations Perform seeding operations when the 0 E �•;Y� ty,Apply seed with o v �., t O`114411soil is dry and when winds do not exceed S miles per hour veloci e-- `- c-" . rotary or drop type distributor Install seed evenly by sowing equal quantities in 2ate+ E directions,at right angles to each other.Sow grass seed at the specified rate for the to C 1`w"'E type of seed being used After seeding.rake or drag surface of soil lightly to 0 E a s__ E incorporate seed into top1 1O 2 a STAKE TREE WITH(2)TREATED 7'TREE Ofp /B"of soil. Roll with a light lawn roller r_ f0 us =i a,p. STAKES(8'-0'LENGTH( \ ip,A," ' The Landscape Architect will inspect oil work once there is a uniform,vigorous N —C w'c N^ ' PLANT BED stand of weed free grass 2 1/7'tall,with 90%evenly distributed coverage and without ][ o "ARBORTIE'OR EQUAL TREE TIE MATERIAL(I"WIDTH) 1 CURB OR EDGE OF PAVEMENT bare areas.If the seeding is not in conformance,the contractor shall complete NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD I non-conforming items prior to a follow-up inspection by the Landscape Architect VERTICALLY.LOOP EACH TIE AROUND TREE LOOSELY TO Acceptance will be confirmed in writing.Perform cleaning during installation of the PROVIDE I"SLACK FOR TRUNK GROWTH. SET TOP OF ROOT CROWN 7'ABOVE work and upon completion of the work. Remove from site all excess materials.debris, ADJACENT GRADE and equipment ,` t1TTO,.. SHAPE SOIL SURFACE TO PROVIDE `O, �y 3'DIAMETER WATERING RING 3 PERENNIAL LAYOUT DETAIL-PLAN Submit seed vendor's certification for required grass seed mixture,indicating e 4 M percentage by weight,and percentages of purity,germination,and weed seed for Z 3"DOUBLE SHREDDED HARDWOOD MULCH 3.00 SCALE I"=1'-0" fi:CN.7AD KM17NI5ILUA:.1S 7' FINISH GRADE each grass species. Seed shall be mixed by an approved method DO NOT PLACE AGAINST TRUNK L c.l:. 1785 ••i K_p-rty,..L- ROUGHEN SIDES OF PLANTING HOLE ` SEED MIX OPTION(OR EQUIVALENT) 'j 1 7,77/f 1 -- TREE PIT DEPTH=ROOTBALL DEPTH 3"DOUBLE SHREDDED Minimum MinimumLPE.SROS REMOVE ALL WIRES STRING FROM ROOTBALL / MEASURE BEFORE DIGGING TO AVOID PINE BARK MULCH Vane Germination Ports Purit AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL I lL SEE PLANT or ---� n - _� OVEREXCAVATK)N - FINISH GRADE FOR SPACING Shenandoah Tall Fescue Blend 30% 98% 85% NATIVE BACKFILL SOIL AMENDED WITH DRIVE STAKES AT ROOTBALL EDGE EXCAVATE AND TILL SOIL 25%DECOMPOSED ORGANIC 6"TO 1'47'INTO UNDISTURBED COMPOST R - ' S, SOIL BELOW ROOTBALL _ TO MINIMUM 17'DEPTH Rebel Jr Toll Fescue 20% 98% 85% AND AMEND NATIVE SOIL PREPARE SUBSOIL TO FORM PEDESTAL TO f - - WITH 25%DECOMPOSED Falcon II Tall Fescue 20% 98% 85% PREVENT SETTLING ORGANIC COMPOST Debutante Toll Fescue 10% 98% 85% i , 2.5 X ROOTBALL DIAMETER MINIMUM Baron Kentucky Bluegrass 20% 98% 85% 1 TREE PLANTING DETAIL SECTION 4 PERENNIAL PLANTING DETAIL -SECTION SOD INSTALLATION Ly Sod shall be tall fescue Sod shall be harvested,delivered and transplanted within 3 . SCALE i"=1'"0" 3.00 SCALE Y�"=1'-0Q a 36 hour period unless a suitable preservation method is approved prior to delivery ,, i Sod shall be free of diseases nematodes and soil-bome insects > W TREE PROTECTION FENCE - SNOW FENCE Edges of the sodded areas shall be smooth.and all sodded areas shall conform LU Lir S to the design cross sections and grade. At edges adjacent to curbs,paved areas, CC W etc. top surface of earth in sod shall be 1/2 in below adjacent hard surface.Sod shall L_ o be placed and all sodding operations completed within 72 hours following stripping _ 9 from sod source bed Surface of completed sodded area shall be smooth Sod shall Z a cc Z = be laid edge-to-edge with tight-butted,staggered joints.Sod shall be carefully r, \SET TOP OF ROOT CROWN 7'ABOVE placed to ensure that it is neither stretched nor overlapped Issue Name Date ADJACENT GRADE SNOW FENCE OR After laying,sod shall be pressed firmly into contact with sod bed by tamping or 3'DOUBLE SHREDDED EQUV BARRIER rolling,to eliminate air pockets Sod shall be laid off boards in order to prevent HARDWOOD MULCH SHAPE SOIL SURFACE TO Issued 09rze2018 PROVIDE 3'DIAMETER WATERING ........I.......I...r....I....u.. damage to finish grade or sod Completed sod areas shall immediately be watered r........y........�:..... ......... ROUGHEN SIDES RING r����������t�����r!�����F����������,!rrr��.v4 rrr���.�.W.' ' sufficiently to uniformly wet the soil to at least the bottom of sod bed OF PLANTING HOLE FINISH GRADE r��•4.�.�1�.e.�.�1�e4�.e.e...t�1�.t.e.���FF.�.�.J.t.�.�.:i:�' 'O.r• REMOVE ALL WIRES (1o'-a") STRING FROM ROOTBALL f YAx1uuir AND ALL BURLAP FROM -� TREE PIT DEPTH=ROOTBAU.DEPTH ORIPLNE(V ) TOP iOF ROOTBALL ��MEASURE BEFORE DIGGING TO FENCE LOCATOR AVOID OVERIXCAVATION NATIVE BACKFILL SOIL-------_-`_ 1 (limas aF CRMCAL ROOT Z AMENDED WITH 25% ---- 1'OBH.1.3'RADIUS OF THE DECOMPOSED ORGANIC , CRITICAL ROOT ZONE COMPOST uSERS FROM STORING PREPARE SUBSOIL TO -f tO,11ee Typical Signags M(TO WTERI�ALNS DRIVING CARS.ORR INPipe 4'O.C. iE14510N BAR ANY WAY DISTURBING GROUND FORM PEDESTAL TO PREVENT SETTUNG SNOW FENCE OPTIONAL INSIDE TREE PROTECTION FENCE) IV. 2 X ROOTBALL DIAMETER MINIMUM OR BARRIEREQ Ground Surf. 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