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HomeMy WebLinkAboutWPO201600082 VSMP - SWPPP 2016-12-12 Albemarle County Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: 5TH STREET COMMERCIAL 5TH STREET CHARLOTTESVILLE, VA 22902 Prepared by: COLLINS ENGINEERING, INC 200 GARRETT STREET,SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 Prepared for: FTV INVESTMENTS, LLC 943 GLENWOOD STATION LN, SUITE 101 CHARLOTTESVILLE,VA 22901 SWPPP Preparation Date: 12/2/2016 • APPROVED, ,, by the Albemarle County Community D v .lopment Department Date 9/1 1I'""1 File LU9n 0,01 Lt nap I; a 1 CONTENTS: 1. Registration Statement 7 Notice of General Permit Coverage 3. Nature of Activity 7 4. Erosion and Sediment Control Plan 1"`6-,"�� 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 (1.CD Delegation of Authority I 2 11. General Permit copy ✓ 12. Inspection Logs 1/ Section 1 - Registration statement 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: PIEDMONT DEVELOPMENT GROUP Contact: KATURAH ROELL Mailing Address: 2811 HYDRAULIC ROAD City: CHARLOTTESVILLE State: VA Zip: 22901 Phone: 434-906-2702 Email address(if available): katurahsrPgmail.com Indicate if DEQ may transmit general permit correspondence electronically: Yes❑X No❑ 2. Existing General Permit Registration Number(for renewals only): 3. Name and Location of the Construction Activity: Name: 5TH STREET t4L4 e/ C t lae-o/.e_c,op �41)1' Address(if available): 5TH STREET City: CHARLOTTESVILLE State: VA Zip: 22902 County(if not located within a City): ALBEMARLE Latitude(decimal degrees): 38.009461 Longitude(decimal degrees): -78.505267 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): Longitude(decimal degrees): 4. Status of the Construction Activity(check only one): Federal❑ State❑ Public❑ Private 5. Nature of the Construction Activity(e.g.,commercial, industrial,residential,agricultural,oil and gas,etc.): COMMERCIAL 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name: MOORES CREEK Name: HUC: 020802040402 (JR15) HUC: 7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the MS4 operator: 8. Estimated Project Start an�//��d��Com letion Date: / Start Date(mm/dd/yyyy): tU"11//o�p'�}/� Completion Date(mm/dd/yyyy): 3i/a0)� 9. Total Land Area of Development(to the nearest one-hundredth acre): 10.17 AC r Estimated Area to be Disturbed(to the nearest one-hundredth acre): 3.50 AC 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes❑ No X❑ 11. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. 12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated,the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate,-and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprison e t for knowing violations."Printed Name: ' ` . 1,.. e 1. ( Title: rY'P 5)'cp " t--k-- Signature: /\..-- Date: 1 2.y 1 — ( (Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in Item#1.) 07/2014 Page 1 of 1 Instructions for Completing the Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) GENERAL The entities that are considered operators will commonly consist of the owner or developer of a project(the party with control of project plans A.Coverage Under this General Permit. and specifications)or the general contractor(the party with day to day operational control of the activities at the project site which are Any operator applying for coverage under this general permit who is necessary to ensure compliance with the general permit). required to submit a Registration Statement (see Section B below) must submit a complete Registration Statement to the Department. Provide the legal name(do not use a colloquial name),contact,mailing The Registration Statement serves as a Notice of Intent for coverage address, telephone number, and email address (if available) of the under the General VPDES Permit for Discharges of Stormwater from construction activity operator;general permit coverage will be issued to Construction Activities(VAR10). this operator. Indicate if the Department may transmit general permit correspondence electronically. B.Single-family Detached Residential Structures. Item 2:Existing General Permit Registration Number. Operators with an existing stormwater discharge or proposing a new stormwater discharge associated with the construction of a single- For reapplications only, provide the existing general permit registration family detached residential structure are not required to submit a number for the construction activity. This item does not need to be Registration Statement or the Department of Environmental Quality completed for new construction activities applying for general permit (DEQ)portion of the general permit fee. coverage. Operators of these types of discharges are authorized to discharge Item 3: Name and Location of the Construction Activity under this general permit immediately upon the general permit's Information. effective date of July 1,2014. Provide the official name,street address(if available),city or county(if C.To Apply for Permit Coverage. not located within a City)of the construction activity. Also, provide the latitude and longitude in decimal degrees of the approximate center of 1. New Construction Activities. Any operator proposing a new the construction activity(e.g.,N 37.5000,W 77.5000). stormwater discharge from construction activities shall submit a complete Registration Statement to the Department prior to the Name and Location of Off-site Support Activity Information. commencement of land disturbance, unless exempted by Section B above. Any operator proposing a new stormwater discharge from This general permit also authorizes stormwater discharges from construction activities in response to a public emergency where the support activities (e.g., concrete or asphalt batch plants, equipment related work requires immediate authorization to avoid imminent staging yards, material storage areas, excavated material disposal endangerment to human health or the environment is immediately areas, borrow areas) located on-site or off-site provided that (i) the authorized to discharge under this general permit and must submit a support activity is directly related to a construction activity that is complete Registration Statement to the Department no later than 30 required to have general permit coverage;(ii)the support activity is not days after commencing land disturbance; documentation to a commercial operation, nor does it serve multiple unrelated substantiate the occurrence of the public emergency must construction activities by different operators; (iii) the support activity accompany the Registration Statement. does not operate beyond the completion of the construction activity it supports; (iv) the support activity is identified in the registration 2. Existing Construction Activities. Any operator that was statement at the time of general permit coverage; (v) appropriate authorized to discharge under the general permit issued in 2009, control measures are identified in a SWPPP and implemented to and who intends to continue coverage under this general permit, address the discharges from the support activity areas; and (vi) all shall submit a complete Registration Statement to the Department applicable state, federal, and local approvals are obtained for the on or before June 1,2014,unless exempted by Section B above. support activity. D.Where to Submit Registration Statements. Provide the official name,street address(if available), City and County (if not located within a City) of all off-site support activities to be All Registration Statements should be submitted to: covered under this general permit. Also, provide the latitude and longitude in decimal degrees of the approximate center of the off-site Department of Environmental Quality support activities (e.g., N 37.5000, W 77.5000). Also, if an off-site Office of Stormwater Management,10th Floor support activity is going to be covered under this general permit the P.O.Box 1105 total land area of the off-site support activity and the estimated area to Richmond,VA 23218 be disturbed by the off-site support activity need to be included in Item #9. LINE-BY-LINE INSTRUCTIONS Item 4:Status of the Construction Activity. Item 1:Construction Activity Operator Information. Indicate the appropriate status (Federal, State, Public, or Private) of "Operator" means the owner or operator of any facility or activity the construction activity. subject to the Stormwater Management Act and regulations. In the context of stormwater associated with a large or small construction Item 5:Nature of the Construction Activity. activity, operator means any person associated with a construction project that meets.eiither of the following two criteria:(i)the person has Provide a brief description of the construction activity, such as direct operational control over construction plans and specifications, commercial, residential,agricultural, oil and gas,etc.This list is not all including ,the ability to make modifications to those plans and inclusive. specifications or (ii) the person has day-to-day operational control of those activities at.a project that are necessary to ensure compliance Item 6:Receiving Waters(s)and HUC Information. with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions(i.e.,they are authorized to Provide the name of the receiving water(s)and corresponding HUC for direct workers at a site to carry out activities required by the all stormwater discharges including any stormwater discharges from stormwater pollution prevention plan or comply with other permit off-site support activities to be covered under this general permit. conditions). Hydrologic Unit Code or HUC is a watershed unit established in the most recent version of Virginia's 6th order national watershed boundary dataset. 07/2014 Page 1 of 2 assigned or delegated to the manager in accordance with Item 7:MS4 Information. corporate procedures. If stormwater is discharged through a municipal separate storm sewer b. For a partnership or sole proprietorship: by a general partner or system(MS4),provide the name of the MS4 operator.The name of the the proprietor,respectively. MS4 operator is generally the Town, City, County, Institute or Federal facility where the construction activity is located. c. For a municipality,state,federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes Item 8: Construction Activity Start and Completion Date of this part,a principal executive officer of a public agency includes: Information. (i)The chief executive officer of the agency,or Provide the estimated start date (month/day/year) of the construction activity. Provide the estimated completion date (month/day/year) of (ii)A senior executive officer having responsibility for the overall the construction activity. operations of a principal geographic unit of the agency. Item 9:Construction Activity Area Information. Provide the total area (to the nearest one-hundredth acre) of the development (i.e.., the total acreage of the larger common plan of development or sale). Include the total acreage of any off-site support activity to be covered under this general permit. Provide the estimated area (to the nearest one-hundredth acre)to be disturbed by the construction activity. Include the estimated area of land disturbance that will occur at any off-site support activity to be covered under this general permit. Item 10:Common Plan of Development or Sale Information. Indicate if the area to be disturbed by the construction activity is part of a larger common plan of development or sale. Larger common plan of development or sale is defined as a contiguous area where separate and distinct construction may be taking place at different times on different schedules. Plan is broadly defined as any announcement or documentation, including a sign, public notice or hearing, sales pitch, advertisement, drawing, permit application, zoning request, etc., or physical demarcation such as boundary signs, lot stakes, or surveyor markings indicating that construction activities may occur. Item 11:Stormwater Pollution Prevention Plan(SWPPP). A Stormwater Pollution Prevention Plan(SWPPP)must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. Item 12:Certification. A properly authorized individual associated with the operator identified in Item 1 of the Registration Statement is responsible for certifying and signing the Registration Statement. Please sign the Registration Statement in INK. State statutes provide for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this part,a responsible corporate officer means: (i) A president; secretary, treasurer, or vice-president of the corporation in'charge of a principal business function, or any other person vrho, 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 govem the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been 07/2014 Page 2 of 2 Section 2 - Notice of General Permit Coverage Section 3 - Nature of Activity PURPOSE: THE PURPOSE OF THIS LAND-DISTURBING ACTIVITY IS TO CREATE THE FILL REQUIRED FOR THE FUTURE COMMERCIAL DEVELOPMENT OF THIS PROPERTY.THIS LAND-DISTURBING ACTIVITY IS ALSO FOR THE RELOCATION OF THE EXISTING UTILITIES REQUIRED FOR THE FUTURE DEVELOPMENT.THE TOTAL ACREAGE TO BE DISTURBED WITH THIS PLAN IS 3.50 ACRES. EXISTING SITE CONDITIONS: THE EXISTING SITE IS PARTIALLY FILLED AND SEEDED.THE REMAINING PORTION OF THE SITE IS PARTIALLY WOODED WITH LIGHT UNDERBRUSH.THE HOLIDAY INN HOTEL IS LOCATED TO THE WEST, THE BISCUIT RUN STREAM IS LOCATED TO THE SOUTH,THE MOORES CREEK IS LOCATED TO THE EAST AND 5TH STREET IS LOCATED TO THE NORTH.A SIGNFICANT PORTION OF THIS PARCEL IS WOODED SOUTH OF BISCUT RUN AND IS PROPOSED TO BE PRESERVED.THE SITE IS GENERALLY WELL DRAINED WITH LIMITED PRESERVED STEEP SLOPES ADJACENT TO THE HOLIDAY INN,THAT ARE MANMADE AND CREATED WITH THE DEVELOPMENT OF THE HOTEL. EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO THE EXISTING SITE SLOPE AND PROTECT THE PERIMETER AND ADJACENT PROPERTIES. ADJACENT AREAS: THE LAND-DISTURBING ACTIVITY IS POSITIONED EAST OF THE HOLIDAY INN HOTEL, SOUTH OF 5TH STREET, WEST OF MOORES CREEK AND NORTH OF BISCUIT RUN. OFFSITE LAND DISTURBANCE: LIMITED OFFSITE DISTURBANCE IS PROPOSED.THESE DISTURBANCES WILL BE LIMITED TO THE 5TH STREET PUBLIC RIGHT-OF-WAY AND THE ADJACENT HOLIDAY INN HOTEL,WHERE THE TWO PROPERTIES SHARE AN ENTRANCE. CRITICAL AREAS: THE STREAM AND TREE PRESERVATION AREAS ASSOCIATED MOORES CREEK AND BISCUIT RUN ARE PROPOSED TO BE PRESERVED.THESE AREAS AND THE PRESERVED SLOPES ARE THE CRITICAL AREAS FOR THIS LAND-DISTURBING ACTIVITY. SOILS: SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE I SHEET, AND DESCRIPTIONS ON THIS SHEET. SEQUENCE OF CONSTRUCTION: 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE-CONSTRUCTION MEETING AS REQUIRED. 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 3. CONTRACTOR SHALL IDENTIFY THE LIMITS OF DISTURBANCE AND INSTALL TREE PROTECTION FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE DISTURBANCE SHALL TAKE PLACE. CONTRACTOR SHALL ENSURE THAT TREES TO BE SAVED ARE FLAGGED ALONG THE LIMITS OF CLEARING AND PROTECTED. 4. UTILIZE THE EXISTING PAVED CONSTRUCTION ENTRANCE AND INSTALL A WASH RACK AS SHOWN ON THE PLANS. CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY(VEHICULAR)TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE,THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ACSA WILL DETERMINE THE APPROPRIATE METHOD OF SUPPLYING THE WASH RACK,AND THE EXISTING FIRE HYDRANT LOCATED AT THE INTERSECTION MAY BE UTILZED IF GIVEN APPROVAL FROM THE ACSA. PARKING AND CONSTRUCTION ENTRANCE AREAS SHALL BE CLEARED OF ALL VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIALS BEFORE CONSTRUCTION ROAD STABILIZATION IS INSTALLED. 5. CONTRACTOR DOES NOT HAVE PERMISSION TO CLEAR CUT THE SOUTHERN AND SOUTHWESTERN PORTION OF THE SITE PRIOR TO INSTALLING THE PERIMETER MEASURES AS SHOWN ON THE PHASE I E&S PLAN. THESE AREAS ARE NOT PREVIOUSLY APPROVED FOR DISTURBANCES BY THE COUNTY. CONTRACTOR SHALL EXPEDITE INSTALLATION OF THE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES AND PROTECT THE SITE WITH THE LEAST AMOUNT OF TREE REMOVAL NECESSARY TO INSTALL THESE INITIAL MEASURES. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHEETS. THIS INCLUDES ANY MODIFICATIONS DEEMED NECESSARY BY THE ESC INSPECTOR TO THE EXISTING SEDIMENT TRAP,THE INSTALLATION OF PROPOSED SEDIMENT TRAPS#1 &#2, THE SITE's SILT FENCE AND PERIMETER DIVERSION BERMS WITH THE RIPRAP PLACEMENT SHOWN AT THE LOW AREA. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BERMS,AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. 7. ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED &ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO THESE MEASURES,AND THE ESC INSPECTOR HAS GRANTED APPROVAL,THE CONTRACTOR CAN BEGIN CLEARING THE SITE. 8. AFTER CLEARING THE PROPOSED AREAS,THE CONTRACTOR CAN THE FINISH ANY ROUGH GRADING OF THE SITE TO THE CONTOURS SHOWN ON THE PHASE I EROSION CONTROL PLAN. 9. 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. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT(UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. AFTER ALL PHASE I ESC MEASURES ARE INSTALLED,THE CONTRACTOR CAN INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE PHASE II EROSION CONTROL PLAN SHEETS. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 11. THE CONTRACTOR SHALL BEGIN THE PHASE II FILL OPERATIONS BY RAISING THE PERIMETER TO AN ELEVATION OF 386',AS SHOWN.THIS WILL CREATE AN OVERSIZED DIVERSION DIRECTING THE SITE's RUONFF TO THE TWO PROPOSED SEDIMENT TRAPS.THE SITES's INTERIOR FILL OPERATIONS WILL FOLLOW. ONCE THE INTERIOR FILL OPERATIONS HAVE REACHED AN ELEVATION OF 386',THE CONTRACTOR SHALL CUT IN OR BUILD UP A DIVERSION TO ENSURE THE SITE's INTERIOR CONTINUES TO DRAIN TO THE TWO PROPOSED SEDIMENT TRAPS. 12. THE CONTRACTOR SHALL SIMULTANEOUSLY INSTALL THE UTILITY RELOCATIONS,THE OUTLET PROTECTION AND CHECK DAM AS THE FILL OPERATIONS OCCUR IN STEP#11 ABOVE. 13. ONCE THE SITE HAS BEEN GRADED TO A POINT WHERE THE EXISTING SEDIMENT TRAIP NEEDS TO BE FILLED FOR CONTINUED CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL REQUEST AND OBTAIN APPROVAL FROM THE ESC INSPECTOR TO REMOVE IT.THE SEDIMENT TRAP SHALL BE PROPERLY DEWATERED AND FILLED, BUT ONLY AFTER THE INSPECTOR's APPROVAL AND THE UPLAND RUNOFF IS DIVERTED TO THE PROPOSED SEDIMENT TRAPS. 14. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE II EROSION CONTROL PLAN. 15. ONCE PHASE II OF CONSTRUCTION IS COMPLETE,THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL,THE CONTRACTOR CAN REMOVE THE EROSION &SEDIMENT CONTROL MEASURES, INCLUSIVE OF THE TWO PROPOSED SEDIMENT TRAPS. NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 16. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. Section 4 - Erosion and Sediment Control Plan Section 5 - Stormwater Management Plan Section 6 - Pollution Prevention Plan A. Plan showing pollution activities and prevention practices SEE EXHIBIT SHEET. B. Sources of Pollutants, locations, and prevention practices Pollutant,or Pollutant Prevention Practices,Control Generating Activity Location on site Measures SEE BELOW. C. Sources of Pollutants, continued. Common activities and minimum control and prevention practices Pollutant,or Pollutant Location on site Prevention Practices,Control Measures Generating Activity Follow Erosion and Sediment Control Plan. 1 Clearing,grading,excavating, Dispose of clearing debris at acceptable disposal and un-stabilized areas Land disturbance area sites.Seed and mulch,or sod within 7 days of land clearing Cover storm drain inlets and use drip pans and '7 Paving operations Roads and driveways absorbent/oil dry for all paving machines to limit leaks and spills • Concrete washout and Current location and detail Direct concrete wash water into a leak proof cement waste shown on PPP container or leak-proof sediment basin that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint • Structure construction,stucco, indoors in a containment area or in a flat unpaved painting, and cleaning Structures area. Prevent the discharge of soaps,solvents, detergents and wash water,paint,form release oils and curing compounds. • Dewatering operations Dewatering of sediment Water shall be filtered,settled or similarly treated basins prior to discharge as shown on plan. Designated area shown on Designated areas for material delivery and storage. 1 Material delivery and storage plan Placed near construction entrances,away from waterways and drainage paths '7 Material use during building Building areas Follow manufacturer's instructions. MSDS's process attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not • Solid waste disposal Current designated drain directly to a waterway. Containers have lids container areas on plan covered before periods of rain,or are in a covered area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable sanitary ✓ Sanitary waste Current locations shown on facilities will be provided,and located away from plan waterways or inlets.Such facilities shall be regularly maintained. • Landscaping operations Landscape areas shown on Apply fertilizers in accordance with manufacturer's plan recommendations and not during rainfall events Pollutant,or Pollutant Location on site Prevention Practices,Control Measures Generating Activity To be treated in a sediment basin or better control as specified on plan. Minimize the discharge of ✓ Wash Waters Wash areas shown on plan pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details Provide containment and filtering for all wash shown on plan waters per the plan Minimize the exposure of building materials,building products,construction wastes,trash, landscape materials, fertilizers, pesticides, herbicides,detergents,sanitary waste, and other materials present on the site to precipitation and to stormwater. D. Non-stormwater discharges Discharge Pollutants or Pollutant Location on Site Constituents N/A E. Persons responsible for pollution prevention practices DEVELOPER PIEDMONT DEVELOPMENT GROUP CONTACT: KATURAH ROELL 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 434-906-2702 F. Response and reporting practices Spills will be immediately and promptly cleaned up by the contractor. Regular checks of equipment on site shall occur and any pollutants shall be stored properly to prevent spills. The following agency should be considered for notification in the case of a spill: Monticello Fire Department:434-972-4033 Albemarle County Police Department:434-977-9041 Charlottesville Health Department:434-972-6200 Virginia Department of Conservation &Recreation: 1-804-786-2094 Virginia Department of Environmental Quality: 1-540-574-7824 Virginia Department of Emergency Services: 1-800-468-8892 G. Pollution Prevention Awareness DEQ's Office of Pollution Prevention hosts a number of programs and initiatives that serve as a conduit for non- regulatory assistance to businesses and communities.The contractor will ensure that their team is trained and knowledgably aware of all measures in this document. ®I:,�,:,, // �ti,, _- �N \ NOTES: // �/ /'' / pie �- / / "4 �/ ;8'•:"�``K --'s\ \\ PEDESTRIAN / `�.,'_ _ ' `` FOOTBRIDGE 1. THE CONTRACTOR SHALL MINIMIZE DISCHARGE OF EXISTING i C / / Pi // - ' . i ;„� POLLUTANTS FROM EQUIPMENT & VEHICLE WASHING, • _ WHEEL WASH WATER, & OTHER WASH WATER. WASH �� \ �� /i %/�� %/���� ; �` �# =4'_` „_ _ - _= \, WATERS FROM THE CONSTRUCTION ENTRANCE SHALL �-, - \ / / - - - _ - BE TREATED VIA THE DOWNSLOPE SEDIMENT TRAP. /,, BUFFER FROM ` . i ,` • �` ��� 2• THE FUELING TANK SHALL BE COMPLETELY � / I / e- / /� O _•y TREE MOORE CREEK i ,+ • / �:\\ \=��- \ I/ �' // p' ��PROTECTON S� J • SURROUNDED BY A 2' DEEP 2' WIDE EARTHEN BERM / p� •_ =\ 0 w/MRRET� '-`�"- ' M�pO M1 '-' WITH A HEAVY MIL POLYETHYLENE LINING. THE 1 /' / ( O,.N1. / / / �•a..,.._ BACKING CJ' / \ ,1 "",R SCIa' _ N �'`' '�__ PROPOSED BERM SHALL CONTAIN FUEL SHOULD IT BE x �� /�� D C/L" p1"4 il •l SPILLED. SPILLED FUEL SHALL NOT BE RELEASED INTO - /;/j-; „✓� 0 O a7:01 s ,,F ` -- '''''''" -- et. - - THE DOWNSLOPE SEDIMENT TRAP. THE CONTRACTOR ._- ...._: • ___. _ \ / / ;,';,,�! ��� 0 o 1B ® ( 50 STREAM BUFFER FROM SHALL ENSURE THE BERM VOLUME IS 10% LARGER /J I a° /1. ��'�j / ��y J ;6 ° •m aae ®. ROCK WEIR ASSHOYMOPROPOSED MOORES EN SP' Izooi°000e"3 - - - = THAN THE MAXIMUM VOLUME OF STORED FUEL. I / `i / /// ®,ritt .J /O et .,. l� -AND APPROVED BY THE SOIL TYPE l 't \ // ' `*.,, / ) a /// _ ��PR OSED DIVERSION BERM. TTT"'��,i' • O `,4 j,3�4;*,.,ALBEMARLE COUNTY BOS. ; / 9 11 1• \ /�// ya: „� ;.' / /# / /,. -•,eo'a� CONTRACTORSHALLFILL EXISTING o "`wIv✓✓�/ f`CJJ 0, / f 1` .y:. S, CO CTOR SHALL ENSURE /' �1 / j O :f I I', j ,/1 �'/ /1 „//'.�.r _ 00 1 POS VESLOPE IS MAINTAINED, / LOW AREA&MAINTAIN POSITIVE SLQHt / r / O • I t� ��/J/ / /'� - _,u ' p aB•BONA HEIGHT IS PROVIDED&, ALONG THE DIVERSION,ENSURING' / / ,Z`a.. MINOR LOW AREA COINCIDES ° 0 e:, . /0 "• K'f5 III //// /J% / �, lUa�fi"x' ® / STEPINpISTURBANCE(iYPJ/ / % PHASE II OUTLET PROTECTION ° �,+�' / 1•1 I /// \ jd i TO RECEIVING TREATMENT. / ��- TREE • / /f,/ wtt'k'rmwar�e,`q ! / °r7 �-1 .. / / DD C L f _�` PROTECTION J / I i I'//// /�/ ,�, // vtRT OJr.teL:x `2/ / ,'J 1_�P J,\\\• 'a, �./( I•• / / i r K'lZ iAt4 / $` \ ° `'4^. ` Cf ,¢ \ f .//fi i (I/.•'� .f y: i /// EXISTING PAVED CONSTRIJ/4T/JK)'N°� y. 7 %/ 'C1 A,f,p/ / - ST7 O M, /f ,/ y j / / EXISTING PAaYdcCONST:j TO BE/h/eon T�AE. -- y.•1 i / 1 �\ / / 1 !! f / UTITRNATx219o'•`all TO ! /„,, • ." 1 \ Y'_ �•f / / 's ORANGE SAFETY FENCE TO O SEE SHEET 3 FOR ADOMONAL /'� \ • ' / 1 // / / / •,j•.• 7 4 'HIS AREA WAS APPROVED FOR /" Ja ENCOMPASS SEDIMENT BASINS SEDIMENTTRAP DETAILS7 \ // / `%1 / / I /' CONSTRUCQCK CO of - I I DISTURBANCES PREVIOUSLY UNDER // R- %I, /' / SHALL,NSE ATEK)AO RN- /!. `,I i; • AND TRAPS AT ALL TIMES FOR '.. 0 .rp II / - / // �" •IRECI jOF ' , pp ) .-n a'P,O 20.000658,WPO a0aamoa7 % / SAFETY.INSTALL SIGNS 1; ( yy ;® AROUND BASINS AND TRAPS \ .� w(WIRE / j,�l%r ./ /L/ ff f // ! P ABLE'WAiE ANK19/ // HOSE SP r 9.�tl / I' / ASH MOD FR TNEMLF_S / / /W'# t ,. l�'... /l ,4J THATREAD'DANGER,QUICK •f� O ® ' IMOTHE CE SEDI ENf / -�� / >>/r \ \ A, .Ss. / BACKING \ �� / ' r �'Y'*• - \ /.C ° SAND,DO NOT EMTER•(fYP. ®' k 'I,•' ' / °� t� y r. / / ) �,i _ ,....� o h / .�: t j/J' •1 /44' pJ / f. • co RORSHALLINSTALIA / //, 3� • a �y°y.'. �� `_ I/ © ®� r QQ / / I I ! J • i 1�1 i ! f/ ' TEM RARVISMALL SEDIMENTjRpp AT '/ I '?i ,' �i r'..:.G%0.'. / `_ /, �' I J p�,` '' .// zy J l : J / J BEGINNINGOFTHECDNSTR-RAION ,E5 "/ / • , / •• :Y., ?q - / �" �� •l�, }r '- EXISTING'FEMA , t I / l i/ , /f/ i/ / / /ENTRANCE TO TREAT RUNOFF FROM,THE / . /_0 • • /.�~ \+, 7 y / t / / --- \ + !I i'�t i FLOODWAY i i�, / % �/ 1�%%` C , J ® 4' / /Ja / / / 1 • , • °� rJ \ r i u, /" \ , 1 \.,:..:.. � '� _ 0 YEAR FLO°DRAIN, I J THROUGHOUT ALOHASE50F -� ' \,, _ " 1 // "`t,\ _ ' CONSTRUCTION/FOR.THE CE // t / ft,•'"L' '" •��a \ - .-�"! •' '\\\ / PLACEMENT OF FILL FOR \\ // //J/•' • / / / / 1 �•.. ,.�(-t-,,,...,T \ '<9.'.. S'- —_ -_../" c%IS&NG OVERNAdECEL Untl ,\ \`\ 1, ...__ —.,i' I PCOMPLETION OF LOMR / / /:/ l,f, J// I, ///! // f // /Y..PpTC•u)CCT Rio. ` , . ..\--- _ 1-- ®� c" ; ` r;I \, / i/ , / , i, f / fl-54;`.a.'\ a, t\� ® '. I /_ _ J POLE LW TOSE ABANDONED ` I I•:I ' �•r Y W / �J' /!/f// // / / j / / \ iyy•!c'F.f JU'2_dX.3.Y'• y' "k h,� \` -i= / ,� _,� w�TjiEJ�iPjiOVED FINAL SRE PAN, '1 // 1 APPROXIMATE LOCATION OF ` !:J c?• / i J ! / ///J���\Djj \ h '1 aa. t \' i" UNDE SEPARATE REVIEW. 1 I /RI ' - EXISTING TREE UNE(TYP,) - //,/ , / / / \ \ C2AT"e \ , i• .5. ` •j ti! µ / 1! 1/ ( ( ' //, j • j j / / / \ °-vo n \\�� .f� 1 'W -I 1 �`\yam® /I '1 i, / pr.,ti j%f /J, i x % !/ \ \ b INYTRT:443 3 5 !•a \\ f "y ) /4 J l� ��® /':"' ,� / 4 y. 0 �`''f / .p !/ / ! J , /' \ \uJVE•tT aaT-3B se \ '� I O� i a,a i,J' 1/4:1 / ' i / / /7 / \ \. / / `u.. ti \\ 33 l �C®� \ �. // /� / R.6ao r B C\ ��J/ // //' NY // //i /i \ / \\N �1`� 6 �m�a \ \ -% / •/ (APPROVEDFACILTTV �^ /1 /J // / / ` / / / \ `\. 1 DESIGNED FOR a.n ac v • \eJ �!J 'J J,/, `� i ' %// \ \, / / / �/ P \``•\ \ _ Y ` LOCAT1ONS-OOF _ ay ar" {} ''/f iY/ ! / / / /' / / \ / h / /l / •\\ A )2 `-.'N. { ,�j; -EXISTING STOCKPILES-., =- ,/ / 'Y "�'(e,3 // / IJ /, i / I/• • / / // /\ / \ / / • �`\ \"':� �s /^� r / / r •r~ CONTRACTOR SHALL CLEAN / "71Y p I //' // / /i aC4NJAF / / ! 1-" `a r 4 / j OUT THE DUSTING SEDIMENT 0�''1 /' JJ �, / J J ••/ / raucer7 //'�/ // i\ \'".` '! /VC- — \ \ 1I �J /i. ,/ J=// , f C/ / / // •\ `( //• /; ,/.�.l. ATTHE BEGINNING OF €p /!/ •"/ /// ! /% / // / / / / \\ YJFE1FA?I a+B•2/'•:sax/ '\\/ / / \/ �s ® Oz ' , vim\�\ / i•" % J / - PROIECTs CONSTRUCTION 1 A. /f 1''! J / / // / / r AM1•.?(%1,'..11.^l ) T�\ \\G :"` I '/ J, 'J %' �••• d / :'( , • WHEN PROPOSED SEDIMENT fir,-.,7, / ,e/ / / / a� • N" \ / \ / / \ �+ \\ _ % 1 i TRAPS'Ra&Ma ARE BEING '" !� //J r• V h( f ! //• J 1/�/l ar % J _ / / / / / / i A'=sl ,,, ,;\„Xi \\�� / /f ® ._ i% ) / / ,CONTRACTOR SHALL UTILIZE r,/ /` ♦. •/ INSTALLATION y� '���/ .hf �J �� ,,� / '!1 • // ! ` ! / / / / / % / MiERT IN INA s' 3.21 + .\.\�� \l ,.� $S J/ ' , "1~ APPROVED UNDER R WPO z°aa°°NG SEDIMENT oz7 / / 7 r'I ii" J 0 / 1 / J/ J / •// / / J ' / - / / \� ® .::_'.=,`-3r -// 4/♦ TH- \`J SOIL TYPE (i i j / /\� / i\ / ®® m�\ .6 ._6. /•'/ l®8- DURING PHASE I F E ESC PLAN�,f / / tJ, y®g/ 'r / l l i f / J , / / <" - / SEE APPRAVO PLAIVffi HE ® - /.• n� @.� ' / / / d / / u / $ ? '^r--- �,;.,Yfl ADDITIONAL DE / 1 J / 'sr J L /J Y 1 I 1 / / \ / / , + :":' ,p �' / - /! if' / J- j / / % \/\ / LIMITS OF \/ / ®N (JY s`! . ..• I�� ., ® ✓l•_ / • ./1 / n j /'/ J//i' !/1 // / / l!J • / / /I/ / /DISTURBANCE,TYP, / I p•1G A ,// 6 hyr 1 / 100•STREAM BUFFER FROM /./ �/ , �, f f j ! / / y\ / TO LAREA=3.5o ac. ,1 1 ''"v 4 ` /� / •/ GREENWAYUEASMEN°T AREA ''• / /: ! // / / / f / / / / / \/ / = / /'^; /• v i / NO DISTURBANCE AREA, /!'/ r/ J /�+j THE FUELING�ANKS V�Li IBE CO /ETELV ,�l V' \ '/ , a1 %IS G FEMA / r/ J /� / / . / / /7/7/7 , / / / ch h)P \ /, I, �E jI '� ! /I / BASED ON SP 2007-00063') /'1 / 3 ',f // / / V/ SURROUNDED BY fai.DE L 'WIDEE THEN 1 / /."- }(10 YEAR /.f 9. / p� / '/ ® JJ ! / /f, / / / • ! // / / / / BERM WITH A HEAVYMIL POLYE�M'LEf•IE LINING. a• d , J. f1 FLODDPLAIN W / f i / /,(/ ( /f '/• j // / / / , / THE PROPOSED BERM SMALL CONTAIN FUEL IN/1:; (F�/ )/ f -I fi a/ '� / - j� J/SOIL ,ff / \ /./%I�f /// // , / SRO_ ,/ l _ t �,.d-` Cam® ® i .n BOUNDARY /' / / !'F,% J j/%:/ / //// %/,/ ,/,', /i / THE EVENT OFAS .COf,JiRALTOyN,SHALI L Y /j ,,�„ ! I / / / / / / / / / ENSURE BERM VOLUME IS 90 LARGERTHANf o ,;' /,',/,,,.1.1 -/ -(-� ® ® • ✓� ® '// / J I J ,J THE MAXIMUM VOLUMD0 STORED FUEL. n //gt c$ ST pa � 0 / (TV"P•) / J! �/ J ,, // / / / % J J / / / '`� -.l,k, '1 (p;� y •i{•„rC' a.w ac. / e \,e / /• TREE - / /:'// / y/ f 'J//1 J /. / /// / / 1 J / J/ A:a '4 "•. / PROTECTION !/ /,/f/ / f / LOCATION OF iK^b.ro ,'•k•n fi-r' '.:I.-'ANTICIPATED TRUCK PATH ®� • .••STREAM BUFFER • �� f aN i'(/J!✓ j/ / 7.I�; i!,/f�j ) ' / // /, ! /f /' / / f FUELING AREA 1,- �-h`t'`I • i (COMPACTED SOIL) /' p / •,FROM BISCUIT RUN-- // '' / / / 1 , r , / / ' / / ' / INVERT W(15'R'.Y)"38.' .� J%''g4 >::.;•..*%F-z�lq;1, � / / .- ,¢`� / �: / , s' / i'f '/ i•j 'i, I/i / J ,/ J / / / / I / MEET art-I _ 't �'�F / 4� / ('-• / // ///� CI /// i 1 I ( 1 / 1 •/ // i i /i /r. r../'J// t`•' 'Y I f SOILTYPE/ / /• ,Bg / i 1 ) J / f / / / LOCATION OF S �:');. sr �':)• // ® /^� / 39E/ /.� /„✓! // /,. •' / / / I j(i'! J f / ! // / / / /' / / / / 4. \ ,\PORTA-POTTIES '/ f �I /:�:• 4 I • ,,, / ` \ /J. ,� A J SILT FENCETo 4`.I• 'f // i •7 / / /P i 'NN m F '♦ '/T 1 r ENCOMPASS ��Y ( t •� \q j/ / I I /j// ( / * I STOCKPILE t'�'�I' I' / t /�� \-T J'/.�/, w I LOCATION f �, / - ' /PROTECTION TP r�/�p, rf/ J ., LOCATIONS OF PORTA- ."" "�/ ar �k•�. �® '\ / g�/ / `�`q_ �?T''/, / g// • '.f f ,�` POTTIES•DUMPSFER& / MPORe- Y '/ ��•�, ® ` 6/ / i 5\ /,�.,)' FUEl1NG AREA TO BE / STOCKPILE p �';p < {r+.�� /��� I I 1NNN �4 /� / LOCAT ON \ �I \ CD / / / a T / / / f f •+T - ",./.;:..)-. µ. PLACEb ONA GRADE/FILL f S .-_ / - `, 4 / /// //J if I,' i ' /µ A. } ELJACE DNBELOW THE s d® ' © ® '/ �' \ �a \• ' • { f} y"} ADJACENT PARKING LOT. ) Et i / / / / / 4,`J° , ORANGE SAFETI'FENCE TO % / ` -•' ` / / i ,,.H, / / ��- •„✓ ENCOMPASS SEDIMENT BASINS } 6 /.•�J •/ \„AAA""' /";. �';Y AND TRAPS AT ALL TIIAES FOR ,1`� 1 (/ I i / I ( ..; J/ P N 1 / ® ' � - 'r�•�t'X�, SAFETY.INSTALL SIGNS`_7� �, a �P,J 1,,,/ t �• N.y iJ, ✓ —� _ // .p�}y �- AROUND BASINS AND TRAPS } r I O O O O / / f / C',i ; ✓✓ 'T }�. THAT READ'DANGER,QUICK } y' ♦ .'/ —' r'-- ° O - ° p p •/ THE / f//.- t ''',„/:*;::.:' SAND,DO NOT ENTER'(TYP3} - ../ F f « ° O O O / % /p ^x (((```'''��� g E%ISTINGROCK ��.:`� _ _y�rt - /` N. tit( /PROT'EC 3oE N 4 i / • '• •ROPOSED CONCRETE / %�•�, }�` C' I .aJ j ? k WEIR OIITFALL _ Fxr�ex _� . ._ // 'y /� I WASHOUTAREA ✓'° MATCHLINE,SEE �• I ,t 3%U'� _ SEE SHEET 3 FOR ADDITIONAL 7p ROPOSED • � j ( y I!� UPSLOPEOF ST R'1 ;r gi I / / I SEDIMENT TRAP DETAILS TREE ` SF ROIX WEIR r / */ \ a / i [ / THIS SHEET -k-x 1 ro , PROTECTION w/WIRE OUTFACE II'eNOMII''� . .,./ �' / ) ! IIMIIMII II = IIiII1= II vII / I / ,,,_/:.,,:„.- ---"- 7 / / / Its w, i, ,///,E, / ✓a St I 0 ,4 / f t -�" TE \\, DUSTING,OFFSITE SEDIMENT y' BACKING .• ( o•.:..• /4r, ,.i y / //:% TRAP WITHIN 1.6E ROW SWPPP EXHIBIT-POLLUTION PREVENTION PLAN IE COLLINS ENGINEERING DATE: 12/12/16 200 GARRETT STREET SUITE K CHARLOTTESVILLE,VIRGINA 22902 OFFICE:434-293-3729 SCALE:1"=60 Section 7 - Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters �, L�aiT+g954Rt�3 41� €A�sV nt�1Fe03t+tt4n Waterbody Quality Assessment Report Return to home page On This Page 2010 Waterbody Report for Moores Creek • Causes of Impairment • Probable Sources Contributing to Impairments State: Virginia Waterbody ID: VAV H28R MSCO1A00 Location: Moores Creek from its confluence with the Ragged Mountain Dam receiving stream downstream to its confluence with the Rivanna River. State Waterbody Type: River EPA Waterbody Type: Rivers and Streams Water Size: 6.37 Click on the waterbody for an interactive map Units: miles Watershed Name: Rivanna Waterbody History Report Data are also available for these years: 2014 2012 2008 2006 2004 2002 Water Quality Assessment Status for Reporting Year 2010 The overall status of this waterbody is Impaired. Description of this table Designated Use :Designated Use Group Status „. . ........ ... . , Aquatic Life Fish, Shellfish,And Wildlife Protection And PropagationJmpaired Fish ConsumptionAquatic Life Harvesting Not Assessed ,.. Recreation Recreation impaired Wildlife Fish, Shellfish, And Wildlife Protection And PropagationGood ..__ _ Causes of Impairment for Reporting Year 2010 Description of this table Cause of Impairment Cause of Impairment Group :Designated Use(s)State TM_DIL Development Status .._ . .., .... „. .. ... .... „.„ .. ... „ ..... . . Benthic Macroinvertebrates BioassessmentsCause Unknown-Impaired BiotaAquatic Life TIMDL needed .. .. . . Escherichia Coli (E. Coli) Pathogens Recreation ITMDL completed ,„.„.. . ..._ Fecal Coliform Pathogens Recreation ITMDL completed Probable Sources Contributing to Impairment for Reporting Year 2010 • Description of this table „ . „ „.. „... ...„. ...„ . . „.. . Probable Source Probable Source Group :Cause(s) of Impairment .. . . „ Agriculture Agriculture iEscherichia Coli (E. Coli); Fecal Coliform Municipal (Urbanized High Density Urban-Related Benthic Macroinvertebrates Bioassessments; Escherichia Coli (E. Coli); Fecal Area) Runoff/Stormwater Coliform Benthic Macroinvertebrates Bioassessments; Escherichia Coli (E. Coli); Fecal Non-Point Source Unspecified Nonpoint Source 1 i . Coliform Wildlife Other Than Waterfowl Natural/Wildlife Escherichia Coli (E. Coli); Fecal Coliform ..._ „ ..„ . Section 8 - Qualified Personnel The following personnel are responsible for inspections: OWNER FTV INVESTMENTS, LLC PROJECT MANAGER COLLINS ENGINEERING, LLC-SCOTT COLLINS, PE 434.293.3719 scott@collins-engineering.com DEVELOPER PIEDMONT DEVELOPMENT GROUP— KATURAH ROELL 434-906-2702 katurahsr@gmail.com Section 9 - Signed Certification 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: ret. re ( Company: 1,. {-(RV2 Title: i/�raj 1r� Signature: Date: q) Z/ (A Section 11 - General Permit copy gAl COMMONWEALTH of VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY General Permit No.: VAR10 .Effective Date: July 1, 2014 Expiration Date: June 30, 2019 GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of construction activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in State Water Control Board regulations that prohibit such discharges. The authorized discharge shall be in accordance with this cover page, Part I - Discharge Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions Applicable to All VPDES Permits as set forth herein. General Permit No.: VAR10 Page 1 of 21 PART I DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS A. Coverage under this general permit. 1. During the period beginning with the date of coverage under this general permit and lasting until the general permit's expiration date, the operator is authorized to discharge stormwater from construction activities. 2. This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated material disposal areas, borrow areas) located on-site or off-site provided that: a. The support activity is directly related to the construction activity that is required to have general permit coverage for discharges of stormwater from construction activities; b. The support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; c. The support activity does not operate beyond the completion of the last construction activity it supports; d. The support activity is identified in the registration statement at the time of general permit coverage; e. Appropriate control measures are identified in a stormwater pollution prevention plan and implemented to address the discharges from the support activity areas; and f. All applicable state,federal, and local approvals are obtained for the support activity. B. Limitations on coverage. 1. Post-construction discharges. This general permit does not authorize stormwater discharges that originate from the site after construction activities have been completed and the site, including any support activity sites covered under the general permit registration, has undergone final stabilization. Post-construction industrial stormwater discharges may need to be covered by a separate VPDES permit. 2. Discharges mixed with nonstormwater. This general permit does not authorize discharges that are mixed with sources of nonstormwater, other than those discharges that are identified in Part I E (Authorized nonstormwater discharges) and are in compliance with this general permit. 3. Discharges covered by another state permit. This general permit does not authorize discharges of stormwater from construction activities that have been covered under an individual permit or required to obtain coverage under an alternative general permit. 4. Impaired waters and TMDL limitation. Discharges of stormwater from construction activities to surface waters identified as impaired in the 2012 § 305(b)/303(d) Water Quality Assessment Integrated Report or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit for (i) sediment or a sediment-related parameter (i.e., total suspended solids or turbidity) or(ii) nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit unless the operator develops, implements, and maintains a SWPPP that minimizes the pollutants of concern and, when applicable, is consistent with the assumptions and requirements of the approved TMDL wasteload allocations. In addition, the operator shall implement the following items: General Permit No.: VAR10 Page 2 of 21 a. The impaired water(s), approved TMDL(s), and pollutant(s) of concern, when applicable, shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit. 5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit unless the operator implements the following: a. The exceptional water(s)shall be identified in the SWPPP; b. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; c. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: (1) Inspections shall be conducted at a frequency of(i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and (2) Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. 6. There shall be no discharge of floating solids or visible foam in other than trace amounts. C. Commingled discharges. Discharges authorized by this general permit may be commingled with other sources of stormwater that are not required to be covered under a state permit, so long as the commingled discharge is in compliance with this general permit. Discharges authorized by a separate state or VPDES permit may be commingled with discharges authorized by this general permit so long as all such discharges comply with all applicable state and VPDES permit requirements. General Permit No.: VAR10 Page 3of21 D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I C, and I E, all discharges covered by this general permit shall be composed entirely of stormwater associated with construction activities.All other discharges including the following are prohibited: 1. Wastewater from washout of concrete; 2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; 3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; 4. Oils, toxic substances, or hazardous substances from spills or other releases; and 5. Soaps, solvents, or detergents used in equipment and vehicle washing. E. Authorized nonstormwater discharges. The following nonstormwater discharges from construction activities are authorized by this general permit when discharged in compliance with this general permit: 1. Discharges from firefighting activities; 2. Fire hydrant flushings; 3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge; 5. Potable water sources, including uncontaminated waterline flushings; 6. Routine external building wash down where soaps, solvents or detergents have not been used and the wash water has been filtered, settled, or similarly treated prior to discharge; 7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or where all spilled or leaked material has been removed prior to washing); where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or similarly treated prior to discharge; 8. Uncontaminated air conditioning or compressor condensate; 9. Uncontaminated ground water or spring water; 10. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations that have been filtered, settled, or similarly treated prior to discharge; and 12. Landscape irrigation. F. Termination of general permit coverage. 1. The operator of the construction activity shall submit a notice of termination in accordance with 9VAC25-880-60 to the VSMP authority after one or more of the following conditions have been met: General Permit No.: VAR10 Page 4 of 21 a. Necessary permanent control measures included in the SWPPP for the site are in place and functioning effectively and final stabilization has been achieved on all portions of the site for which the operator is responsible. When applicable, long term responsibility and maintenance requirements shall be recorded in the local land records prior to the submission of a notice of termination; b. Another operator has assumed control over all areas of the site that have not been finally stabilized and obtained coverage for the ongoing discharge; c. Coverage under an alternative VPDES or state permit has been obtained; or d. For residential construction only, temporary soil stabilization has been completed and the residence has been transferred to the homeowner. 2. The notice of termination should be submitted no later than 30 days after one of the above conditions in subdivision 1 of this subsection is met. Authorization to discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection. Termination of authorizations to discharge for the conditions set forth in subdivision 1 a of this subsection shall be effective upon notification from the department that the provisions of subdivision 1 a of this subsection have been met or 60 days after submittal of the notice of termination, whichever occurs first. 3. The notice of termination shall be signed in accordance with Part III K of this general permit. G.Water quality protection. 1. The operator must select, install, implement and maintain control measures as identified in the SWPPP at the construction site that minimize pollutants in the discharge as necessary to ensure that the operator's discharge does not cause or contribute to an excursion above any applicable water quality standard. 2. If it is determined by the department that the operator's discharges are causing, have reasonable potential to cause, or are contributing to an excursion above any applicable water quality standard, the department, in consultation with the VSMP authority, may take appropriate enforcement action and require the operator to: a. Modify or implement additional control measures..in accordance with Part II B to adequately address the identified water quality concerns; - b. Submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3. All written responses required under this chapter must include a signed certification consistent with Part III K. General Permit No.: VAR10 Page 5 of 21 PART II STORMWATER POLLUTION PREVENTION PLAN A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission of a registration statement and implemented for the construction activity, including any support activity, covered by this general permit. SWPPPs shall be prepared in accordance with good engineering practices. Construction activities that are part of a larger common plan of development or sale and disturb less than one acre may utilize a SWPPP template provided by the department and need not provide a separate stormwater management plan if one has been prepared and implemented for the larger common plan of development or sale. The SWPPP requirements of this general permit may be fulfilled by incorporating by reference other plans such as a spill prevention control and countermeasure (SPCC) plan developed for the site under§ 311 of the federal Clean Water Act or best management practices (BMP) programs otherwise required for the facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part II A. All plans incorporated by reference into the SWPPP become enforceable under this general permit. If a plan incorporated by reference does not contain all of the required elements of the SWPPP, the operator must develop the missing elements and include them in the SWPPP. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall update its stormwater pollution prevention plan to comply with the requirements of this general permit no later than 60 days after the date of coverage under this general permit. A. Stormwater pollution prevention plan contents. The SWPPP shall include the following items: 1. General information. a. A signed copy of the registration statement, if required, for coverage under the general VPDES permit for discharges of stormwater from construction activities; b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for discharges of stormwater from construction activities (i.e., notice of coverage letter); c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from construction activities; d. A narrative description of the nature of the construction activity, including the function of the project (e.g., low density residential, shopping mall, highway, etc.); e. A legible site plan identifying: (1) Directions of stormwater flow and approximate slopes anticipated after major grading activities; (2) Limits of land disturbance including steep slopes and natural buffers around surface waters that will not be disturbed; (3) Locations of major structural and nonstructural control measures, including sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to filter, settle, or similarly treat sediment, that will be installed between disturbed areas and the undisturbed vegetated areas in order to increase sediment removal and maximize stormwater infiltration; (4) Locations of surface waters; General Permit No.: VAR10 Page 6of21 (5) Locations where concentrated stormwater is discharged; (6) Locations of support activities, when applicable and when required by the VSMP authority, including but not limited to (i) areas where equipment and vehicle washing, wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities, including those temporarily placed on the construction site; and (vi) construction waste storage; and (7) When applicable, the location of the on-site rain gauge or the methodology established in consultation with the VSMP authority used to identify measurable storm events for inspection purposes. 2. Erosion and sediment control plan. a. An erosion and sediment control plan approved by the VESCP authority as authorized under the Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and sediment control plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain erosion and sediment control plan approval from a VESCP authority or does not adopt department-approved annual standards and specifications shall submit the erosion and sediment control plan to the department for review and approval. b. All erosion and sediment control plans shall include a statement describing the maintenance responsibilities required for the erosion and sediment controls used. c. A properly implemented approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department-approved annual standards and specifications, that adequately: (1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion; (2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion; (3) Minimizes the amount of soil exposed during the construction activity; (4) Minimizes the disturbance of steep slopes; (5) Minimizes sediment discharges from the site in a manner that addresses (i) the amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater runoff; and (iii) soil characteristics, including the range of soil particle sizes present on the site; (6) Provides and maintains natural buffers around surface waters, directs stormwater to vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless infeasible; (7) Minimizes soil compaction and, unless infeasible, preserves topsoil; (8) Ensures that stabilization of disturbed areas will be initiated immediately whenever any clearing, grading, excavating, or other land-disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 days; and General Permit No.: VAR10 Page 7 of 21 (9) Utilizes outlet structures that withdraw stormwater from the surface (i.e., above the permanent pool or wet storage water surface elevation), unless infeasible, when discharging from sediment basins or sediment traps. 3. Stormwater management plan. a. New construction activities. A stormwater management plan approved by the VSMP authority as authorized under the Virginia Stormwater Management Program (VSMP) Regulation (9VAC25- 870), or an "agreement in lieu of a stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or a stormwater management plan prepared in accordance with annual standards and specifications approved by the department. Any operator proposing a new stormwater discharge from construction activities that is not required to obtain stormwater management plan approval from a VSMP authority or does not adopt department-approved annual standards and specifications shall submit the stormwater management plan to the department for review and approval. b. Existing construction activities. Any operator that was authorized to discharge under the general permit issued in 2009, and that intends to continue coverage under this general permit, shall ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to the water quality and quantity requirements. The SWPPP shall include a description of, and all necessary calculations supporting, all post- construction stormwater management measures that will be installed prior to the completion of the construction process to control pollutants in stormwater discharges after construction operations have been completed. Structural measures should be placed on upland soils to the degree possible. Such measures must be designed and installed in accordance with applicable VESCP authority, VSMP authority, state, and federal requirements, and any necessary permits must be obtained. 4. Pollution prevention plan. A pollution prevention plan that addresses potential pollutant-generating activities that may reasonably be expected to affect the quality of stormwater discharges from the construction activity, including any support activity. The pollution prevention plan shall: a. Identify the potential pollutant-generating activities and the pollutant that is expected to be exposed to stormwater; b. Describe the location where the potential pollutant-generating activities will occur, or if identified on the site plan, reference the site plan; c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that are or will be commingled with stormwater discharges from the construction activity, including any applicable support activity; d. Identify the person responsible for implementing the pollution prevention practice or practices for each pollutant-generating activity(if other than the person listed as the qualified personnel); e. Describe the pollution prevention practices and procedures that will be implemented to: (1) Prevent and respond to leaks, spills, and other releases including (i) procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and other releases; and (ii) procedures for reporting leaks, spills, and other releases in accordance with Part III G; (2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities (e.g., providing secondary containment such as spill berms, decks, spill containment pallets, providing cover where appropriate, and having spill kits readily available); General Permit No.: VAR10 Page 8 of 21 (3) Prevent the discharge of soaps, solvents, detergents, and wash water from construction materials, including the clean-up of stucco, paint, form release oils, and curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs) to prevent contact with stormwater; (ii) collection and proper disposal in a manner to prevent contact with stormwater; and (iii) a similarly effective means designed to prevent discharge of these pollutants); (4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash water, and other types of washing (e.g., locating activities away from surface waters and stormwater inlets or conveyance and directing wash waters to sediment basins or traps, using filtration devices such as filter bags or sand filters, or using similarly effective controls); (5) Direct concrete wash water into a leak-proof container or leak-proof settling basin. The container or basin shall be designed so that no overflows can occur due to inadequate sizing or precipitation. Hardened concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wastes. Liquid concrete wastes shall be removed and disposed of in a manner consistent with the handling of other construction wash waters and shall not be discharged to surface waters; (6) Minimize the discharge of pollutants from storage, handling, and disposal of construction products, materials, and wastes including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, and concrete admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (iii) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash or building materials; (7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic wastes, and sanitary wastes; and (8) Address any other discharge from the potential pollutant-generating activities not addressed above; and f. Describe procedures for providing pollution prevention awareness of all applicable wastes, including any wash water, disposal practices, and applicable disposal locations of such wastes, to personnel in order to comply with the conditions of this general permit. The operator shall implement the procedures described in the SWPPP. 5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL wasteload allocation established and approved prior to the term of this general permit, and exceptional waters. The SWPPP shall: a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and exceptional waters identified in 9VAC25-260-30 A 3 c, when applicable; b. Provide clear direction that: (1) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site; (2) Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events; and (3) A modified inspection schedule shall be implemented in accordance with Part I B 4 or Part I B 5. General Permit No.: VAR10 Page 9of21 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 Ill 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 andimplemented to correct problems identified. If approval by the VESCP authority, VSMP authority, or department is necessary for the control measure, revisions to the SWPPP shall be completed no later than seven calendar days following approval. Implementation of these additional or modified control measures must be accomplished as described in Part II G. 3. The SWPPP must clearly identify the contractor(s) that will implement and maintain each control measure identified in the SWPPP. The SWPPP shall be amended to identify any new contractor that will implement and maintain a control measure. 4. The operator shall update the SWPPP no later than seven days following any modification to its implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items: a. A record of dates when: (1) Major grading activities occur; (2) Construction activities temporarily or permanently cease on a portion of the site; and (3) Stabilization measures are initiated; b. Documentation of replaced or modified controls where periodic inspections or other information have indicated that the controls have been used inappropriately or incorrectly and where modified as soon as possible; c. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply; d. All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; - e. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize the impact of the release; f. Measures taken to prevent the reoccurrence of any prohibited discharge; and g. Measures taken to address any evidence identified as a result of an inspection required under Part II F. General Permit No.: VAR10 Page 10 of 21 5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K. C. Public Notification. Upon commencement of land disturbance, the operator shall post conspicuously a copy of the notice of coverage letter near the main entrance of the construction activity. For linear projects, the operator shall post the notice of coverage letter at a publicly accessible location near an active part of the construction project (e.g., where a pipeline crosses a public road). The operator shall maintain the posted information until termination of general permit coverage as specified in Part I F. D. SWPPP availability. 1. Operators with day-to-day operational control over SWPPP implementation shall have a copy of the SWPPP available at a central location on-site for use by those identified as having responsibilities under the SWPPP whenever they are on the construction site. 2. The operator shall make the SWPPP and all amendments, modifications, and updates available upon request to the department, the VSMP authority, the EPA, the VESCP authority, local government officials, or the operator of a municipal separate storm sewer system receiving discharges from the construction activity. If an on-site location is unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's location must be posted near the main entrance of the construction site. 3. The operator shall make the SWPPP available for public review in an electronic format or in hard copy. Information for public access to the SWPPP shall be posted and maintained in accordance with Part II C. If not provided electronically, public access to the SWPPP may be arranged upon request at a time and at a publicly accessible location convenient to the operator or his designee but shall be no less than once per month and shall be during normal business hours. Information not required to be contained within the SWPPP by this general permit is not required to be released. E. SWPPP implementation. The operator shall implement the SWPPP and subsequent amendments, modifications, and updates from commencement of land disturbance until termination of general permit coverage as specified in Part I F. 1. All control measures must be properly maintained in effective operating condition in accordance with good engineering practices and, where applicable, manufacturer specifications. If a site inspection required by Part II F identifies a control measure that is not operating effectively, corrective action(s) shall be completed as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority, to maintain the continued effectiveness of the control measures. 2. If site inspections required by Part II F identify an existing control measure that needs to be modified or if an additional control measure is necessary for any reason, implementation shall be completed prior to the next anticipated measurable storm event. If implementation prior to the next anticipated measurable storm event is impracticable, then alternative control measures shall be implemented as soon as practicable, but no later than seven days after discovery or a longer period as established by the VSMP authority. F. SWPPP Inspections. 1. Personnel responsible for on-site and off-site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for insuring that the qualified personnel conduct the inspection. 2. Inspection schedule. a. Inspections shall be conducted at a frequency of: General Permit No.:VAR10 Page 11 of 21 (1) At least once every five business days; or (2) At least once every 10 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted no later than the next business day. b. Where areas have been temporarily stabilized or land-disturbing activities will be suspended due to continuous frozen ground conditions and stormwater discharges are unlikely, the inspection frequency may be reduced to once per month. If weather conditions (such as above freezing temperatures or rain or snow events) make discharges likely, the operator shall immediately resume the regular inspection frequency. c. Representative inspections may be utilized for utility line installation, pipeline construction, or other similar linear construction activities provided that: (1) Temporary or permanent soil stabilization has been installed and vehicle access may compromise the temporary or permanent soil stabilization and potentially cause additional land disturbance increasing the potential for erosion; (2) Inspections occur on the same frequency as other construction activities; (3) Control measures are inspected along the construction site 0.25 miles above and below each access point (i.e., where a roadway, undisturbed right-of-way, or other similar feature intersects the construction activity and access does not compromise temporary or permanent soil stabilization); and (4) Inspection locations are provided in the report required by Part II F. 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and when applicable the date and rainfall amount of the last measurable storm event; (2) Record the information and a description of any discharges occurring at the time of the inspection; (3) Record any land-disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization; General Permit No.: VAR10 Page 12 of 21 (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channel, flume, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for initiation of stabilization activities; (6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for completion of stabilization activities within seven days of reaching grade or stopping work; (7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department- approved annual standards and specifications has not been properly implemented. This includes but is not limited to: (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed; (8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance and effectiveness of the procedures and practices; (9) Identify any pollutant generating activities not identified in the pollution prevention plan; and General Permit No.: VAR10 Page 13 of 21 (10) Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The location(s) of prohibited discharges; d. The location(s) of control measures that require maintenance; e. The location(s) of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The location(s)where any evidence identified under Part II F 3 a (7)exists; g. The location(s) where any additional control measure is needed that did not exist at the time of inspection; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and j. The date and signature of the qualified personnel and the operator or its duly authorized representative. The inspection report and any actions taken in accordance with Part II must be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part III K of this general permit. G. Corrective actions. 1. The operator shall implement the corrective action(s) identified as a result of an inspection as soon as practicable but no later than seven days after discovery or a longer period as approved by the VSMP authority. If approval of a corrective action by a regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control measures shall be implemented to minimize pollutants in stormwater discharges until such approvals can be obtained. 2. The operator may be required to remove accumulated sediment deposits located outside of the construction activity covered by this general permit as soon as practicable in order to minimize environmental impacts. The operator shall notify the VSMP authority and the department as well as obtain all applicable federal, state, and local authorizations, approvals, and permits prior to the removal of sediments accumulated in surface waters including wetlands. General Permit No.:VAR10 Page 14 of 21 PART III CONDITIONS APPLICABLE TO ALL VPDES PERMITS NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to monitor stormwater discharges or control measures, the operator must comply with the requirements of subsections A, B, and C, as appropriate. A. Monitoring. 1. Samples and measurements taken for the purpose of monitoring shall be representative of the monitoring activity. 2. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency, unless other procedures have been specified in this general permit. Analyses performed according to test procedures approved under 40 CFR Part 136 shall be performed by an environmental laboratory certified under regulations adopted by the Department of General Services (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 individual(s)who performed the sampling or measurements; c. The date(s) and time(s)analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 2. The operator shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this general permit, and records of all data used to complete the registration statement for this general permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the operator, or as requested by the board. C. Reporting monitoring results. 1. The operator shall update the SWPPP to include the results of the monitoring as may be performed in accordance with this general permit, unless another reporting schedule is specified elsewhere in this general permit. 2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms provided, approved or specified by the department; or in any format provided that the date, location, parameter, method, and result of the monitoring activity are included. General Permit No.: VAR10 Page 15 of 21 3. If the operator monitors any pollutant specifically addressed by this general permit more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the U.S. Environmental Protection Agency or using procedures specified in this general permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department. 4. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this general permit. D. Duty to provide information. The operator shall furnish, within a reasonable time, any information which the board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this general permit or to determine compliance with this general permit. The board, department, EPA, or VSMP authority may require the operator to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of surface waters, or such other information as may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater Management Act. The operator shall also furnish to the board, department, EPA, or VSMP authority, upon request, copies of records required to be kept by this general permit. E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this general permit shall be submitted no later than 14 days following each schedule date. F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except in compliance with a state permit issued by the department, it shall be unlawful to cause a stormwater discharge from a construction activity. G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or§ 62.1-44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of the discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this general permit. General Permit No.: VAR10 Page 16 of 21 Discharges reportable to the department and the VSMP authority under the immediate reporting requirements of other regulations are exempted from this requirement. H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a "bypass" or "upset," as defined herein, should occur from a facility and the discharge enters or could be expected to enter surface waters, the operator shall promptly notify, in no case later than within 24 hours, the department and the VSMP authority by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse effects on aquatic life and the known number of fish killed. The operator shall reduce the report to writing and shall submit it to the department and the VSMP authority within five days of discovery of the discharge in accordance with Part III 12. Unusual and extraordinary discharges include but are not limited to any discharge resulting from: 1. Unusual spillage of materials resulting directly or indirectly from processing operations; 2. Breakdown of processing or accessory equipment; 3. Failure or taking out of service of some or all of the facilities; and 4. Flooding or other acts of nature. I. Reports of noncompliance. The operator shall report any noncompliance which may adversely affect surface waters or may endanger public health. 1. An oral report to the department and the VSMP authority shall be provided within 24 hours from the time the operator becomes aware of the circumstances. The following shall be included as information that shall be reported within 24 hours under this subdivision: a. Any unanticipated bypass; and b. Any upset that causes a discharge to surface waters. 2. A written report shall be submitted within five days and shall contain: a. A description of the noncompliance and its cause; b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The department may waive the written report on a case-by-case basis for reports of noncompliance under Part III I if the oral report has been received within 24 hours and no adverse impact on surface waters has been reported. 3. The operator shall report all instances of noncompliance not reported under Part III 11 or 2 in writing as part of the SWPPP. The reports shall contain the information listed in Part III 12. NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours, leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468- 8892. General Permit No.: VAR10 Page 17 of 21 4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of incorrect information in any report, including a registration statement, to the department or the VSMP authority, the operator shall promptly submit such facts or correct information. J. Notice of planned changes. 1. The operator shall give notice to the department and the VSMP authority as soon as possible of any planned physical alterations or additions to the permitted facility or activity. Notice is required only when: a. The operator plans an alteration or addition to any building, structure, facility, or installation that may meet one of the criteria for determining whether a facility is a new source in 9VAC25-870- 420; b. The operator plans an alteration or addition that would significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are not subject to effluent limitations in this general permit; or 2. The operator shall give advance notice to the department and VSMP authority of any planned changes in the permitted facility or activity, which may result in noncompliance with state permit requirements. K. Signatory requirements. 1. Registration statement.All registration statements shall be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy-making or decision-making functions for the corporation; or(ii)the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. 2. Reports, etc. All reports required by this general permit, including SWPPPs, and other information requested by the board or the department shall be signed by a person described in Part Ill K 1 or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part Ill K 1; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the operator. (A duly authorized General Permit No.: VAR10 Page 18 of 21 representative may thus be either a named individual or any individual occupying a named position); and c. The signed and dated written authorization is included in the SWPPP. A copy must be provided to the department and VSMP authority, if requested. 3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the construction activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to the VSMP authority as the administering entity for the board prior to or together with any reports or information to be signed by an authorized representative. 4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following certification: "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the Clean Water Act, except that noncompliance with certain provisions of this general permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for state permit termination, revocation and reissuance, or modification; or denial of a state permit renewal application. The operator shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this general permit has not yet been modified to incorporate the requirement. M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit after the expiration date of this general permit, the operator shall submit a new registration statement at least 90 days before the expiration date of the existing general permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing general permit. N. Effect of a state permit. This general permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations. O. State law. Nothing in this general permit shall be construed to preclude the institution of any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by§ 510 of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U) and "upset" (Part Ill V), nothing in this general permit shall be construed to relieve the operator from civil and criminal penalties for noncompliance. P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law or§ 311 of the Clean Water Act. General Permit No.: VAR10 Page 19 of 21 Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances), which are installed or used by the operator to achieve compliance with the conditions of this general permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by the operator only when the operation is necessary to achieve compliance with the conditions of this general permit. R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering surface waters and in compliance with all applicable state and federal laws and regulations. S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in violation of this general permit that has a reasonable likelihood of adversely affecting human health or the environment. T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this general permit. U. Bypass. 1. "Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams from any portion of a treatment facility. The operator may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and 3. 2. Notice. a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the operator shall submit prior notice to the department, if possible at least 10 days before the date of the bypass. b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as required in Part III I. 3. Prohibition of bypass. a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may take enforcement action against an operator for bypass unless: (1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage. Severe property damage means substantial physical damage to property, damage to the treatment facilities that causes them to become inoperable, or substantial and permanent loss of natural resources that can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and (3) The operator submitted notices as required under Part III U 2. General Permit No.: VAR10 Page 20 of 21 b. The department may approve an anticipated bypass, after considering its adverse effects, if the department determines that it will meet the three conditions listed in Part III U 3 a. V. Upset. 1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based state permit effluent limitations because of factors beyond the reasonable control of the operator. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. 2. An upset constitutes an affirmative defense to an action brought for noncompliance with technology- based state permit effluent limitations if the requirements of Part III V 4 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review. 3. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 4. An operator who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: a. An upset occurred and that the operator can identify the cause(s) of the upset; b. The permitted facility was at the time being properly operated; c. The operator submitted notice of the upset as required in Part III I; and d. The operator complied with any remedial measures required under Part III S. 5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset has the burden of proof. W. Inspection and entry. The operator shall allow the department as the board's designee, the VSMP authority, EPA, or an authorized representative of either entity (including an authorized contractor), upon presentation of credentials and other documents as may be required by law to: 1. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this general permit; 2. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this general permit; 3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this general permit; and 4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management Act, any substances or parameters at any location. For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency. General Permit No.: VAR10 Page 21 of 21 X. State permit actions. State permits may be modified, revoked and reissued, or terminated for cause. The filing of a request by the operator for a state permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any state permit condition. Y. Transfer of state permits. 1. State permits are not transferable to any person except after notice to the department. Except as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the state permit has been modified or revoked and reissued, or a minor modification made, to identify the new operator and incorporate such other requirements as may be necessary under the Virginia Stormwater Management Act and the Clean Water Act. 2. As an alternative to transfers under Part 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 Genercil Intormatiort •(see!reverse:for insfructionsj • , 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: ❑ At least once every 5 business days ❑At least once every 10 business days and no later than 48 hours following a measureable storm event Increased Frequency: ❑At least once every 4 business days ❑ At least once every 5 business days and no later than 48 hours following a measureable storm event 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 CGP Part 4.1.4, 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 CGP Part 4.1.3 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 CGP Part 4.1.4 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 Part 2.1) (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. DYes ❑No [Yes ❑No 2. DYes ❑No [Yes [No 3. Dyes DNo Dyes ❑No 4. DYes ❑No Dyes ❑No 5. Dyes :No Dyes DNo 6. Dyes ['No Dyes DNo 7. Dyes ❑No Dyes ❑No 8. Dyes ❑No Dyes DNo 9. [Yes ❑No Dyes DNo 10. Dyes ❑No Dyes DNo *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 in Part 2 and/or 3;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 or applicable requirements in Part 3.1;3) One of the prohibited discharges in Part 2.3.1 is occurring or has occurred; or 4) EPA requires corrective actions as a result of a permit violation found during an inspection carried out under Part 4.2. If a condition on your site requires a corrective action, you must also fill out a corrective action form found at www.epa.gov/npdes/stormwater/swppp.See Part 5 of the permit for more information. Page 2 of 5 Instructions for Filling Out the "Erosion 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 CGP Part 2.1.2. Include also any natural buffers established under CGP Part 2.1.2.1. 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'/z or more the above-ground height of the control (CGP Part 2.1.2.2.b); (2) where sediment has been tracked-out onto the surface of off-site streets or other paved areas (CGP Part 2.1.2.3.d); (3) for inlet protection measures,when sediment accumulates, the filter becomes clogged, and/or performance is compromised (CGP Part 2.1.2.9.b);and (4) for sediment basins, as necessary to maintain at least Y2 of the design capacity of the basin (CGP Part 2.1.3.2.b). 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, Part 5.2.1): (1) a required E&S control was never installed,was installed incorrectly, or not in accordance with the corresponding CGP Part 2 or 3 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 carried out under Part 4.2. If you answer"yes",you must take corrective action and complete a corrective action report,found at www.epa.gov/npdes/stormwater/swpop.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 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 connective 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 Part 2.3)=. ; (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 DNo 2. DYes ❑No Dyes DNo 3. DYes ❑No DYes ❑No 4. ['Yes ['No Dyes DNo 5. DYes DNo Dyes DNo 6. DYes DNo Dyes DNo 7. Dyes DNo Dyes DNo 8. Dyes DNo Dyes DNo 9. DYes DNo Dyes DNo 10. Dyes DNo Dyes DNo *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 in Part 2 and/or 3;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 or applicable requirements in Part 3.1;3) One of the prohibited discharges in Part 2.3.1 is occurring or has occurred; or 4) EPA requires corrective actions as a result of a permit violation found during an inspection carried out under Part 4.2. If a condition on your site requires a corrective action, you must also fill out a corrective action form found at www.eoa.aov/nodes/stormwater/swoop.See Part 5 of the permit for more information. Page 3 of 5 Instructions for Filling Out the "Pollution 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 by Part 2.3.3, 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, Part 5.2.1): (1) a required P2 practice was never installed,was installed incorrectly,or not in accordance with the corresponding CGP Part 2 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 Part 2.3.1 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 carried out under Part 4.2. If you answer"yes",you must take corrective action and complete a corrective action report (see www.epa.gov/npdes/stormwater/swppp). 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 Part'2.2) (see reverse for instructions) Stabilization Area Stabilization Method Have You Initiated Notes [Add an additional sheet if Stabilization? necessary] 1. ❑YES El 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 Part:4,1.6.6) (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. 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: 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 insfructions) " "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: pate: Printed Name and Affiliation: Certification and Signature.by Permittee: (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 Signature/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. .11_. GENERAL NOTES: OWNER: FTV INVESTMENTS LLC 943 GLENWOOD STATION UN, SUITE 101 CHARLOTTESVILLE, VA 22901 DEVELOPER: PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT: KATURAH ROELL ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293,3719 TAX PARCEL #: TMP 07600-00-00-055AO AD 076M1-00-00-00100 (D.B. 3580 PG. 497) PROPERTY ACREAGE: TOTAL 9.77 ACRES ZONING: PROPERTY IS CURRENTLY ZONED HIGHWAY COMMERCIAL (WITH PROFFERS) - APPROVED REZONING ZMA 2012-00007 STH STREET COMMERCIAL - APPROVED SEPTEMBER 14, 2016 - 4.35 AC (HC) PROPOSED USE: FUTURE COMMERCIAL(RETAIL & DAY CARE (SEE APPROVED PROFFERS FOR ALLOWABLE USES) BUILDING AREA: NONE PROPOSED TOPOGRAPHY/SURVEY: BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY JOHN MdNAIR & ASSOCIATES CONSULTING ENGINEERS, ADDITIONAL TOPOGRAPHY AND SURVEY DATA PROVIDED BY MERIDIAN PLANNING GROUP, LLC IN NOVEMBER OF 2016. DATUM: ELEVATIONS BASED ON NAD 83 DATUM. FLDODPLAIN INFORMATION: THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS, ZONE'Ae, PER FEMA MAP NUMBER 51003C, PANEL 0269D. THE PROPOSED DEVELOPMENT IS LOCATED OUTSIDE OF THE LIMITS OF THE FLOODWAY IN ACCORDANCE WITH THE FEMA MAPS. A CLOMR•F SHALL BE REVIEWED AND APPROVED BY FEMA PRIOR TO SITE PLAN APPROVAL AND THE PLACEMENT OF FILL AS SHOWN ON THE PLAN, AND A CLOMR WILL BE REVIEWED AND APPROVED BY FEMA IN CONJUNCTION WITH THE COMPLETION AND CERTIFICATION OF THE PLACEMENT OF THE FILL ON THE SITE. STREAM BUFFERS: THERE ARE STREAM BUFFERS LOCATED ON THIS PROPERTY. A 100' STREAM BUFFER IS SHOWN FOR BISCUIT RUN & A 50' STREAM BUFFER IS SHOWN FOR MOORES CREEK. THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE BUFFERS WATERSHED: THIS SITE IS LOCATED WITHIN THE MOORES CREEK DRAINAGE BASIN. EXISTING VEGETATION: A PORTION OF THE SITE HAS RECENTLY BEEN FILLED & SEEDED. THE REMAINING PORTION OF THE SITE IS PARTIALLY WOODED WITH LIGHT UNDERBRUSH. ACCESS: THE SITE WILL BE ACCESSED VIA AN EXISTING INGRESS/EGRESS LOCATED OFF OF 5TH STREET. THE ACCESS WILL BE IMPROVED WITH THE PROPOSED DEVELOPMENT. OPEN SPACE: NONE IS REQUIRED WITH THIS PLAN. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED. SIDEWALKS: NO SIDEWALKS ARE PROPOSED, HOWEVER A TRAILWAY WILL BE GRADED IN WITH THE FILLING OF THIS PROPERTY WHERE LOCATED OUTSIDE OF THE STREAM BUFFER. PHASING: THE EROSION & SEDIMENT CONTROL PLAN CONSISTS OF TWO PHASES. THE STORM & SANITARY SEWER RELOCATIONS WILL OCCUR IN ONE PHASE, WHICH WILL APPROXIMATELY OCCUR DURING THE PHASE II ESC STAGE. LIGHTING PLAN: NO STREET LIGHTING IS PROPOSED. BUILDING SETBACK RESTRICTIONS: MAXIMUM FRONT SETBACK OF 74' WAS APPROVED BY SPECIAL EXCEPTION. NO BUILDINGS ARE PROPOSED WITH THIS PLAN. STEEP SLOPES: ALL STEEP SLOPES ARE MANMADE MANAGED STEEP SLOPES FROM THE ADJACENT DEVELOPMENT. SIGNAGE: THERE SHALL BE A SIGN MONUMENT AT THE ENTRANCE TO THE PROPERTY UNDER SEPARATE REVIEW. HVAC: PERMANENT HVAC & MECHANICAL EQUIPMENT ARE NOT PROPOSED WITH THIS PLAN. LANDSCAPING: LANDSCAPE IS NOT REQUIRED OR PROPOSED WITH THIS PLAN. STORMWATER MANAGEMENT: STORMWATER QUANTITY TREATMENT SHALL BE HANDLED VIA AN UNDERGROUND DETENTION SYSTEM AND STORMWATER QUALITY TREATMENT SHALL BE MITIGATED THROUGH THE PURCHASING OF NUTRIENT CREDITS. PARKING REQUIRED: NONE PARKING PROVIDED: NONE BUILDING HEIGHT RESTRICTIONS: HIGHWAY COMMERCIAL- MINIMUM FRONTAGE REQUIRED ON A PUBLIC STREET FOR THE ESTABLISHMENT OF A HC DISTRICT SHALL BE 150, WITH A MAXIMUM BUILDING HEIGHT OF 65'. MINIMUM SETBACK: ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SET BACK FROM ANY STREET RIGHT -OFWAY OR RESIDENTIAL OR AGRICULTURAL DISTRICT A DISTANCE OF NOT LESS THAN TWO FEET FOR EACH ONE FOOT OF HEIGHT IN EXCESS OF 35' PLUS THE APPLICABLE MINIMUM YARD BENCHMARK: SEE SHEET 2 FOR THE LOCATION OF THE (I) BENCHMARK ON THE PROPERTY. SITE IMPERVIOUS AREAS: THERE ARE NO PROPOSED IMPERVIOUS AREAS WITH THIS PLAN. PLEASE SEE BELOW FOR THE TABULATION OF THE ANTICIPATED FUTURE IMPERVIOUS AREAS ASSOCIATED WITH THE PROPOSED SWM PLAN/FULL BUILDOUT. BUILDINGS - 0.63 ac. (27,500 sf)- 6.5%t OF PROJECT LIMITS CONCRETE - 0.14 ac. (6,225 sf)- 1.5%s OF PROJECT LIMITS PAVEMENT - 1.52 — (66,410 sf)- 15.6%3 OF PROJECT LIMITS PAVERS - 0.11 ac. (4,700 sf)- 1.1%f OF PROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS = 2.41 ac. (104,835 sf) CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION 15 DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. �NJ414UO :1LWkk1 VSMP PLAN SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LAYOUT SCALE: 1" = 100' OWNER/DEVELOPER FTV INVESTMENTS LLC 943 GLENWOOD STATION LN, SUITE 101 CHARLOTTESVILLE, VA 22901 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 VICINITY MAP SCALE: 1" = 500' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EROSION & SEDIMENT CONTROL NOTES, NARRATIVE & DETAILS 4 PHASE I EROSION & SEDIMENT CONTROL PLAN S PHASE II EROSION & SEDIMENT CONTROL PLAN 6 PLAN & PROFILES 7 STORMWATER MANAGEMENT PLAN LEGEND EROSION CONTROL DD TEMPORARY OIUERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 SB SEDIMENT BASIN 3.14 tP INLET PR07EC77ON 307 OSTL T FENCE 3.05 CE CONSTRUC7ON ENTRANCE 3.02 PS PERMANENT SEEDING 3.32 DC DUST CON 7ROL 339 SA SAFETY FENCE 3.01 TEMPORARY RIGHT—OF—WAY 311 OIVERSION VIRGINIA EMOSIAY & 5MMENT CONTROL HANDBOOK 5-MFIC41770N NUMBER APPROVED' by the Albenvarie County boo Community !' pvplooment Department Date ft�/ /__.7.._._._____._=w� File WDd ((� �SCOT'T R. COLLLNSZ U Lic. No. 036791 � o� y 131r1l�4 `ti'lONAL E�' z I.L. CA �CC (` M G r) C) W >, N M W N O N N 0 Q LL \W\ / J W Q 1U1 W J O r = W C V I 0 z w W W _1 0~ CE F— CK UQ�'w G N a uie JOB NO. 132093 SHOWN I SHEET NO. 1 �� 1 J O /" v \ I tl" 1"", ,l,,.�I -',�`!, ),�' .,/. / �B�/ ��� ,ll . — I i '' r s" / O '' \ ao'STREAM 9UFFEft / „jU"j �� 07500-0600-05500 \ r O -�/ 4h'o 0V0 / �a - ^�SCOTT "n. COLLINS7A CHRSSTLIN AID MISSION .eYISFING / / / Lu- jq- \' LIa No. 035791 / - ` SANITARYS WER CITY TMP 216052000 / 1201 STH STREET EY.TCNDED - A CITY TMP 218051000 // ��'Zi 4 i / ,.. TO REMAIhy Fi V INVESTMENTS LEE 5TH STREET STATION VEMURES LLC �o CHARLOTTES\IEEE, YA 22902 / ZONING; HIGHWAY COMMERCIAL .'" ,,F " ,' " dj + / DEED BOOK 1017 P3lGE 5654 \ QEED BOOK 2015 PAGE 4565 - S`gIONAL £Y4�L D.B./PG 1742230 1PP$CUIMATEEOCATION /' � I ZONEDIW ZONED: HW 'pF EYISTINC.GllAPp RAI47// j ,,•�' ` SESS } sr'yi� J i,. e - - ED 0 858 ACRE AS 2 s >/ , ,r ,a-, ,' I — , / ) �7ENC IMAR19 / A 1 0 p StR syv il\ m s X\ gL ,y. }�.Ji,�`t- , \ " % +to- f / Ni0 $ EXISTING So'GREENWAY EASEMEMT�� _T //, \ ,� Y \ ���4 --7- _ g N PEDESi MAN DEED e0oK 35ao PAeEasT I �I v �,� 4� z ` I5T )! _ FOOTBRIDG i "' I r -. 2 ,/ A, _ _ n .iu� r 2 z 1 � ,U j E CASTING ' I �r - / / � ,/ v'gi 'Sg•�i //-Aa I' i i _ ' V ✓ WATERLINENE ,a.1'A / pv] 0' u,, L- , _ _ - , - / i'`°sue,:; 4.L-�. 1 \ cs'='I/I,t :,3 7¢3 ; �� '� «*v za983z `4!Vy\_ _ / wr./ o --\ / off i � -o. ,p y +} J � ,-ORE CREEK ` `�„_ \ 0 / w Z E),IST[�*J6 V1V .iY'" /' ':' s r -_o , , 'L, w," t e N89 5 D79z yv - A a {n S`ANPTARY SE NER-\ �- r✓ a _ . ^ sj;IwAY Er\sEMENr - iP, �' T ,. 71 +T� a -� .''".. \�� BE RELOCATED /`,L si ;,a ,.„V cti .-•� .^-.:DEEDBooe g,Bo PAGE: B]: i ,+'�:. 50'M(iIGAT70N CiNF1tS,SNWIgI -_a. , G.:;r.:,' y9 ` �^.,, �.C6F, ,1.. , " "^,,;; `i. ON SP:2007-06663 AP}¢:-..\ __,3 _ - _ F o ,�.. . E..15TING .. os w 6 �56 2c s , ; , /"'A f ._' ,:/' / :: jr JNGRESS/EG ESS 501, / - / \�� APPRON.D UNTY iE ALBEMARLE - h =' . 'I g? \ o o r ' c, .-*. - ' COUNTY BOB. PROPERTY s o T,C9REMAJN'8, OBE ;" '.., � c,� 1 )' 1 {j jv A" ", if jj` LIMITS(TYP) I.... \ - v i ',IMPROVED .v.' °" ,�<as :-h,/J-.��^„��� c ,'' !/ / s a' o ! ! ;- e' "` / ' S\ ll��f "LECTRICEASEMENT\', " _ / i EKE \ ' -� o iR1t .'7 O , Y, `C / h ,'/ ,� ,: / ,A ._:,/ y , 1:.! DEEDBOOK 495PAGE.z69\ \ "i -4/ -,- / .. > o PORTION FA6¢YNDONED / \ , \ •' - - .. ' ..;_.. Aar \ P}/' 1. "�;' `_,\ ,y <, //...�� N , /ji' I Ii ,:' : �R(GF1T-VI Lt.1Y 'Vµ4 , :ate . ;' �� ,.. 1 \. / e f ,. l i ^ rv'1�.\... / .. INN OLDTrtl65.1_nrve(oLDROLZc �N ,{ c TE' / ,,.,; :`� \_ TMP.07600-00-00-OSSFlO / x - _- \ Gat-NNCCfOR) e ^.uxn ' / ,. i ,. 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' DBED7300IC 1fl35 aAGE 7.2, ,� cy5 3 ,,, ali ;, V ,�\ ,BOUNDARY LINE PROPOSEP 7 ' `4" 0.231 hCREiS �Y� TO BE VACATED UNDER \ 'I,U7 A RES / ¢� ./ I,',::t,-,`'`�\% ' / \ \>;� /_,.� 100' STREAM BUFFER i __ _ : 1 - Ito " • ' : l .y, / v, Q Ir SEPARATE EASEMENT PLAT j % / rs _ �' p / / _ \, - / /' FROM A10CF,ES GREEN I w EXISTING FIREk1YDRA'NT, �' - - - I- /_" ,�r Ji / L_ 5 ENCHMARIC'ELEV. i,.8&7,'"°� / ,,^'i$•. x„ / , ' ,y; / ,* /` "�,,,__ �,\ -_ - -I, 39 ., , , \ , - , . ,,.� cc / 0 / QVERHEAD.UTILITY POLES & `+' , _— Qq m .- oa•, / 0 m / ;/ LINES TO-BEREMOVED 4VIThl THE1 Nl - mom, / ; ,;, ./ r'. ",ir' n a- TREES TO BE , �'h ^J . - `, ;i e - _ s J-.. w ! J - .. w� /, ,� ,�'. 4� -', .._ ` o 'b / APPROVED FIDI ,L Si PLAN, .:,�, " __ E)JST,tNG' ,., / /. ,.. ,;.., .\ - a. REMOVED TYP. - ,../ y} „Y., 3- s * ( ) / / 'GREIINWAYEASEMENt r- - Q / , "1x -- - �- / 7_d ,PEDESTRIAN ACCESS a 'i'' BO PAGE - � L ,� ,, o / :. UNDERSEPARAYEREVIEW. /; DEEOBOJ.gs .D/ ': 'Js. "i: , ;t+, <`.l�' � . .. .. a of I N 1 mz SANITARY SEINER ,v „1, x . s,v / d -: _ s ,,. ,' _ __ - ESpAT. TO OC VACATED...._ ;. f, ,-, :'P / ',�.-' - _ E,IGTING GRAVEL \ ,., ..�{.;.... .,� c.\\. `c /... .. 0E 3580, PG. 497 :.: r.: " %/ \ _ •-' I I \ DRIVE ,wear w, 3aa3n::...s ,;^� - _ \ ,,', :' , r,a>rL a.r::.. .a \. ;' \ \."/ 'XI511NG FEh1A .. ,-4. ;'/ / \ _ \ T11P 076Mi:-00-00-0US00 N. FLOOD+}/Av `r'i: i rrrerw-aa,,a \ "$..,-c.. �<.,_.. ,� o ti ,..:o „ ;,/ /./FN INVESTMENTS LLC'-' .,ar`. f 5 `s A 5, ;:t - N z , , /., J , DEED BOOK, 42,78 PAGE 243 t , : ., / / V, , / r ,. s .:�+m,.:, 37 447 .., - az7.76 ; `T 1D0 STREAM BUFFER FROM 'J N r' . /, , : F . x. 90:'.J,I,. TN1R 076N1-QO 00 UO2Ai „ - r c ,' #,. '\ „ N /,, O i ZONED: L[ Ee h.IC ,7 xu{:o8 ., 4 /.. ',-,BISCUIT RUN ec PROPOSED ; .,! / ,'' `Q' Cl i STH STREET STATION VENTURES LLC \` .. _. (.. , b C.., E) IiTING CULVERT', OUTFACE TQ' ti :, -: 1 , t` - - ( .`,,. ,,.,... - ,., . / / 9.101 ACRES - ,'.,, .. / ' GREEN4VAY EASEMENT A EA ',:' / ' /•.. r., ;.. _.. n V,: .: , .,. , R / . • ,:::/ / 1, F` _ - .DEED 9001<,4B1$ PAGE 622 j 1 Be CAPTURED WIl HTHE ,' .lip:, ''^"i. - \ 1 , .. ". „ ...,I,Ir,. /, a..�, " ...>. f , / NO DISTURBANCE REA `^.J -:';` ;r %s y. -, / .�'f�, s ! , _ , ( A , ; - ,..,,i / / / 'f `.-Z0. EO -PDSC. a. `:: . N \ ,. ,! PROPOSED DEVELOPMENT. :r ; r �.. ._ I - .. / / - - i ,. - �v.;`"AY _ T.. .>� 1 / EASED ON SP 2007-d00o3 >,. rn ,+, - / : RUNOFF WILT �ONT.NUc TO r , '.''._'?..'.p'J,' \, e :i _. r ) _.. / /,.. , _ e� 'U$✓ A� 1. r \' /////J / \. y� c. / J"` - AUTr.4LL IN:YHE SAME LOCATION , 3 % / / ., ... „ dt ./.,.: ; ,: : 3 /t '.vL a: ,. -r J., r �ELELTRIC EASEMENT - ' s C'1,' /,. , . .. .N4 ' 1KFIER[.i I"E::iTS THIS PARCEL. "m«,�.4„t, i r.. :..)>.1 �._.__ . .. j / r , r, f: ... /.. ..,''^,i �+„ si+'/,r : ., \ 0 , y, TREES "TO REMAIN t `- ;, - ve.r._ / n;:.. / O DIED 000ll%,,,B.PAGEr,91 j .. / .' / ",.. •,..> rEXISTING STOR;vi SEW ER SHALL ' .. ,.v;, ',. �. .," _ ... ', TYP: ,, I`r \ ... . m,' ' -BE RE61REGI ED MITI . � ri.4` N`„i" ,?'_,. ".> ,.. _. . ( ) , J r / .. - ` ...v ',-, ,t� gory i PROFOSEDDEV[LDPMENI. _--_----_-' „ ,'' ,� r•- /J; ry .. ..,. 1_xz, , ,�' .. RUOEF:WILL.COM{NUE TO ro ios :x ,./ "" ' .., 1 .:, `V, i!h'.5 / ` '„ / - peg 3' / : / /, , \ OUTFALL IN THE SAME LOCATION rv:a, (4 G_ y\ 2. _ r _ ,�, \ WHEREITT:),ITS,THIS PARCEL. `\ :„v`R-m 'imm a %'., "/,o § �?' E)(lsTIN6 FEL1A' .-- !/ :v .. .•� \ \ "3 v . , I "100 YEAR ' ' - - / / - l^ I r ..,/ \''•. ",i, "a;`pz`<- -`7` FLOODPLkItV q ,. / \ _ _ -T , " \ .. ,` ,' {l >':. , ,A, 4,Ee n, .v l,., - .` q4 .. /, :: ,l _ � \\..� % Loy' ). /... k / , \ /' 'Jv� / \ / /T yy _ \.� ,, �\ / y, CRY .Nal� Si 16"E r.. / ., Y\. <1t - _ _ \\ _ / \ .,i" / . 1 .f, .. `'; ,...,^ APPRO.\IN4/a7E LOCATION '' `"'r' // / / / _ _._ __._. i %`' :� , , I 167.a8 ,...., � D , n �! / " VARIABLE NIDTH SAN TARP 1 // \ > i c\ '"# „" �Or JJSThIG TREE LINE ` , r' ,•,c- ! / sEWER'EASEM NTi`'E. _..- _. -. \' / y 1_ - -,,.-, (TYP.) 'j :c %'oi // r/! �.' :dEFQ 600 Fg}6 PAGCi45 1 9.� r/ // x / TMP 0760U-00-00-OH5C0 Y 4 : TREE5706E ._ _ 1 / / O� "T`` I� ,.:':4 REIViOVED CFYP.) X ;B <, ./ 4J ,A. ._ _, .. __ � ,/ MORRIS CREEK YACHT<CLLUB INC .0 t / / / / / / - _ - - CIO THE OLYMPIA COMPANIES �qgAy"� x ` / / tL, - __ - �-- /' DEED BOOK 1711 PAGE 424 .a„ry.. , : /,,,; "t. -__ ..-.. ¢...aZONED:HC vV ! :_ - , E9'ISTING MANMADE M' f' �+ j - - _. _ _ ' L`RITICAL SLOPESTO z, ,;;' / ._. ... -J, C) 0��i _SEIMPfYCTED BOS /, lT._ / , i /�)_ // 4fi - - i 'max \� / T't ; , ' APPROVED IMPACTS W/ 1-` .`' ,:;' /: ,'/ / / 'u..... . ..._.. _. - IL1�1 `-, i 1\ . , �,y t THE REZONING OF - - ,r", -._. , , , / / / 7 _ _ _ f - - - / �' - �� A,'.. r, ; THIS DEVELOPMENT , , ,-.. ' _ _. - uj •'' ;,', ' V i i r ".. ,.,-.,-.T, - ,r oo'GReCt(bVAY EASETENT .... -� / c s?w '' L a'Dl;z,°5ex'g6„E �'9< ?�/;i ." A.r}\ fl _ lF /- ✓ ./ DEED BOOK 358o PAGE497 : i ;4 ,: v ,:, ^° i- / §.:J gz; 54 07 E l.:h .,>`: �,/-+, zt / 'xV / , I / .. t- ?�ry 1 V/ s w w� 35•7i 1 \ /' g"V dd y < ,. 3 x� � y ,/ r m ' � x° i 1'�/ 4" �' u ,, yVA / / � // / d y / , iJ W _____- ' -7- .. .,. w.., - __ + I x `, r;. \ "s'P ,.. a K" ? fl s. �'� 581 59„ N I:. M� - -a.`_ Ll.l � ... -,._x ,-. P. i, _ 7 - " - r .,u5`V'L�T / - _ - / e > -;, / r I %' `- EXISTING OFF51T€] 675-a3 -/ ;T. y - . , '\ FENCE "' a m,. " B(ISTING OFFSITE SEUIMEM } US INTERSTATE ROUTE 64'/ ,IA 7RAP, NOT ASSOCIATED r VARIABLE WIDTH PUBLIC - - '..._. WITI-I T}11S DEVELOPMENT RIGHT -OE -WAY p� II < U � e / NOTES: . "� - ,,., y ! I. THIS PROJECT'S STORM SEWER OUTFALLS WITHIN THE FLOODPLAIN LIMITS, BASED ON THEI]OBNO. „.,,�` , ,•s„ / C = APPROVED FEMA MAP REVISION FOR FEMA MAP NUMBER 51003C, PANEL 0269D. 132093 -- 2. BOUNDARY Llc TOPO^uRAPHY SURVEY DATA PREPARED B`( JOHN McNAIR &ASSOCIATES -- ,/: - �RA3'i-tIC SCA�,i CONSULTING ENGINEERS, ADDITIONAL TOPOGRAPHY AND SURVEY DATA PROVIDED BY sckLe - j a. `- ! 3 - ' au o zo :o ao fao MERIDIAN PLANNING GROUP, LLC IN NOVENIBER OF 2016. ,. '��� : a CRITICAL SLOPES EXIST VVITFIIN THE PROPERTY. THE ONLY PROPOSED IMPACTS TO THE -"-- .-- -,, �' ' / MAND-MADE CRITICAL SLOPES ARE ADJACENT TO THE EXISTING HOLIDAY INN PARKING LOT, .. 43 SH .'--- _ N A 0 STREAM BUFFER __. INTERSTATE 64 - - ( API PG40 4, EXISTS ONSITE FOR MOORES CREEK, S SHOWN. I PI AND 5`7 AS SHOWN. EET NO -,_ �� / / i inc>= = ao rt. A 100' STREAM BUFFER EXISTS ONSITC FOR BISCUIT RUN E, E K, A WN. .. -" -LC AT, PAJ NCT�S Fao_szQN CoA422 —rT— ,,-18LQZi S ,�,«^,S'c1R p,T)1'ONT OF EROSION& SEDIMENT CONTROL MEASURES: ON COAT7,70L ATCB^aES & TVA%R -9"VA' - ,. THE 0,1AE 0' 'HE�'E PR!)•"ER7fS ti ES 1: UNLESS OTHERMSE INDICATED, ALL VEGETARVE AND STRUCTURAL EROSION! AND SEDIMENT CONTROL PRACTICES V✓!LL of CONSTRUCTED AND MAINTAINED ACCORDING EROSION AND SEDIMENT COIL?TIDE MrEASURES: PURPOS ' 7HE PLRPOS Of TilE UINIT D15RJRBINC ACTIVITY s - -� D ' -n .t- Ot, .(A CFN FNT OF JNS P4JPCRTr P A T'✓ lVvES,W&7S LLt, VTR l+' ERGS 01 AVD MINIMUM Uht STANDARDS AND SPEClFlVIRGI NS OF ZLA f 1 A IT !S ANTICIPATED AY A CONSTRUCTION R TEMPORARY BERMS AND DI>T,PRNNG !Ci)1•ITY I.5' AI SC FO -. H1 REL'Jl !rL I CF TxC eX!> NG U'IL+-c5 E:. IPcO OP nr F.,>,.Rf ORELO 1,£V'. PJE TOTAL ACREAGC TO BE 9'i GLENNJOGD STATION LAI, SUITE 101 C.HARLCZIESVIR 4A 2290/ SE FDIVENT CONTROL HANDBOQy' AND NRGIVlA REGUL,a BONS VR 625-02-00 DJ RSIO PROPOSED SEDIMENT EXISTING RIGHT OF WAY DIVERSIONN, N!J PRGPOECTI SEDIMENT TRAPS, GIN:= EXISTING SEDIMENT nISTNRe£D THIN Tres Puu IS G.aT AO2£s c c c 2. 71-1E DEVELOPER OF THESE ^POPE? HES IE: ER CSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE PLAN! APPROVING MUST BE NOTIFIED ONE WEEK PRIOR TO i]-tc' TRAP, OL'7LEF PROTECTION, INLET PROTECTION, RIPRAP PROTECTION AND SILT FEAICE nf£ crosnvr. srz' rs PAanatLY FrtL£D AND s�rzmm. rxe Rmrn!:vtvc PORnO,v OF m•£ srTE IS PAanALLr nneD£D nsTH ucxr uNDeaaeusx. THE Houn.+r m.'N - 1' F - r'ROUP P(ED(JO(Jr DEVELO..d..+V r .,, NFIRE CE CO PRE -CONSTRUCTION CONFERENCE, ONE ✓lEE1C PRIOR 70 THE COMMENCEMENT OF 4?7LL 8E INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE HEM is OCTHE TO Tr,C IASST T BISCUIT RUN STRAR LOCATED TO ME LOCATED THE REST AND 5THARE SITE AS r5 BLI MOORON PJi£sE BELWIN THE Is ! RAIL .HY.D2AUI,'C ROAD LAND DISTURBING ACTIVITT, AND CAPE ILK PRIOR TO THE FINAL INSPECTION. USED 11✓+V,EDiA7ELY FOLLOVYINC. ALL LAND DISTURBANCE FlCRUf77ES. TEMPORARY PIS A VIN I ANDCREARIT O tecA 1 To THE NoaTrL A siGNrRITEP PORTION of T_ PLOPEL IS IWEREDACEBT sounf o,' zrsY AL RUN AND Is PROPOSIAANIAm TO eE TO 1EB cEN-_'�, nttr v,Su D.eAm'ED Inn;' uh:frea P,v£sER7D sTL�'P steP£s nD✓nc£n'r ro nf£ xcuDAr mrc n,'nr TIERS efmNa!AOE A. cRcnTED ;nnr THE nFl,£LCP:t^ENT o£ CHI,, 0TTES'VLE VA 2290J ES -,TALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OP, STOCh'PItE AREAS fALL BE MAINTAINED FROM TOPSOIL THAT 4f1L BE S1R/PPD FROM THE ANHO. EROSION API SEPATR T OO,NRML A;EnsURES — REER BECOMES to COARRIv m nr OXERNG SeE SLOPE AM PD—T THE Psear,ETER AND CONTACT': KATURArl ROE!_1. .3. THESE- PLAN.', IIAVL BF�N PREPARED BY. AS THE FIRST S7EP IN CLEARING ES-4: A COPY OF THE APPROVED EROSION. AND SEDIMENT CONTROL PLAN SHALL BE AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS NACEVT PROARIMS d.wdcZ1YT RIEdSt COLLINS EM1(GINEE4ING, LNG• MAIlTAlhrc"0 ON THE SITE AT ALL TIMES SHALL BE ON SITE AND SHALL BE STABILIZED WIN A TEMPORARY VEGETATIVE COVER. TH£ LA,vD-D✓1STURBruG ACTIVITY IS PosmO:NED EAST OF Ne MLSAY ne•N ROT I, Spun! OF snr STREET, ACST DF YCLSES CRED; AM INT" o,- SPORT,RON. 200 GARRE7T ST REE7; S. E K ES-5: P NOR TO COMMENCING LAND DISTURBING AC77077ES IV FlREAS OTHER THAN PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS BRACH BILL NO LONGER BE 0="F'"1��STU�ANL=• LI:kIiED OFt51T DISIUR3ANCE 5 PRD.�Ov'ED, THESE DISTURBANCES !1"LL DE LINIIEL ro THE 5nl sM£ET PUaL1C RIGHT-Oi=1'J.1Y AND ME AD✓aCENT FlOGID,AY INN GIlAP,LD7T7'-SV'LL£,✓A 229C2 TELEPHONE: (434,) 293-37T9 FACSIMILE: (151) 293-2813 YAN TED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW EXCAVATED AND dVHERE CONSTRUCTION AC77017ES HAVE CRASED. PE.4,t1ANENT SEEDING HOTEL, IBEAE THE nvo Paa=£an_rS SNARE AN ENmANC£ ,, TOPOGRAPHY SUR'Ty :7ATA PP,Cr=ARF_iT BY JOHh' .4!cNAIP, & ASSOClA7ES CONED' T.'NG OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH 4WCC SE LEFT DORMANT ^RJ77CAL ARC:_ .RONIC,A.?Y L TOPOGRAPHY AND SURVEY DATA PROVIDED BY MER'DrArN PLANTING ,RGLA>, LLC ENGINEERS, ADOl, I207 CONTROL PLAN TO THE COWER FOR REVIEW AND APPROVAL BY THE PLAN FOR A YEAR OR SELECRCN OF SEED MIXTURE DEPEND ON THE TIME OF DBE STREAK, FOREsr AND OPEN sane_' AREAS ASSBOATED MOOREs OR££'1: AM SISSU'T RUN ARE PROPOSED TO REAMIN ONSCORABE➢. THESE AREAS AND TJr£ PaESERY£D SLOPES ARE THE DOERAL AREAS FOR THis LAND-DJ5PAIRSIM ACTIVITY. IN :VOVEY(3ER 0 2076. H/GHSAY COAIMFRCIA:. (V1?TH P,EMBE.RS,T- APPROVED APPROVING AUTHORITY. 13 RESPONSIBLE INSTILLATION OF ANY EROSION ES-6: THE CONTRACTOR IS ,MORE .WLL YEAR APPL(£0, TEMPORARY SEEDING V't7L BE PERFORMED FOR ALL DENUDED AREAS 0101 ., LOh7NG: PROPERTY IS CUR.RENFLY ZONED REZOAANG Z"V4 2012-OQC07 5TN STREET COT✓IMERC/A-- APFROLOD SEPTElBER 14, 2076- 4-.35 Oc. NCESSAYFOR SEDIMENTATION COlJTRO! MEASURES NECESSARY TO PREVENT EROSION AND SEOIMENTARON AS I WHICH OREL BE LEFT DORMANT FOR MORE THAN 74 DAYS. THESE AREAS SHAL_ BE SEE sc1Ls Bo'✓n+Daaffs oN TrE ER05YO,`! nn'D SEOAVaErvr covmeL PL,1,v P:vAse r SHEET, Inv DEscalanous ON n;rs SHEET. NOTIFs�tEAMNE HNC) DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7..ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL SEEDED IM7H FAST GERMINATING +�GETATTON IMM,EDlFl7ELY FOCL04MNG GRFlDING OF CSfRTII.. 1. m sOHEY 1. aT cL aOuGIO NASM As RFDL'N:2ED. /'- o- 0-00-055AG Tc" 076Mi-CO--OO-0010rO rD6 3580, PG. 497 6. TAX MAP AND PARCEL NUMBERS: 07.1 O + ) MEASURES AT i7FINA DURING LAND DISTURBING FICRVIRES AND DURING SITE D ON : OF YEAR THOSE AREAS. SELECTION OF SEED M/XNRE S9Ct DEPEND 7F1E 7714E R RE f VEAS PRE 2. NO ERACTO SAMILDL :YTEASDRES A SF F OBA24 AMCC TN£ STAURNCnON ATEETTA INEORR PIE APPPOVIL FRDM ME INSPECTOR ON M£ SITE CT. MEP SON C OATHS a. DavmACTOR sNntL IDENTIFY THE LIMITS7",of D AND FsveruG THE£ aROANIO TFOEFSTD ON th'E PLANS BSISCI AIT, SITE 7. t/5GS DATUM,: ELEVATF B BECT CNl BAD 'OF UNTIL FINAL l7_N ACHIEVED, UN DURING APPLIED. OPPOSE - _MC IS VIRSLt SHALL rnr.E _1!; Bur HI PH£ PROPOSED TICS INCLUDE$ BUT 1s N'DT IJAIITD lTO ALLA nND OPEN SPACE EASfnffn'T, I1HIcx sxaL< 8 LOCATION/P.DOREES OF PROJECT. LOCATED OF 5TN STREET, CAST OF 1200 57H E7 ECUZHWEST. P ES -Li: DURING DEWA TIER/A+G OPERA T70N$ WATER N?LL BE PUMPED INTO AN APPROVED OSWI TIONS, TER WILL STAIANCf AT TREES SA N BE STn1;ED BEIVR[ ANY rnSTUaaaNC& cDNntACTOR SHALL ENSURE THAT m[Es TO BE'salrro ARE rLAOGED ALavO ME tlM/r5 Or DLEnRIN6 AND DISTURBANCE `S 4. PROJECT ,4.REA. 5 77 AC,Rr_ WATER FILTERING DEVICE 301 SAFETY FENCE - SAFETY FENCE bNLL 8E INSTALLED AROUND ME PROPOSED PROTECTE,. <. unuz£ mr e:✓snNc PArD cO,vsrRucnON u.Imauce nND rnlsrnet A unsrt Rncic as snOrw O,v Trr. PLANS cnrvsmucnov ErmANcs ro BE rNSY,4ueD 77. 5/1'E PHASING: iHC EROSION ,€ SEDIMENT CONTROL PLAN' IS PROPOSED. (N TWO PHASES' P- ^ TY P PF Elf P OPO ED 7C r - S IV: SU N1,'TARY SENc? SE?V•'C(AN, S PC TJ (B. L nt: P H_X ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY r r -P C(G RAINFALL EVENS. ANY NECESSARY AID AFTER ETCH RUNOrF RODU A D ., EXI T'V/' .."T /MEIN P S DIV,ENT TRAPS LN L1AlvTA(hE0 CORR' C++-0 AROUND 4E S , > > C T IRA E / d1H£aE cO,vsmucTov v£HrcLE aOUr£s INTERSECT Pa utD PuauC aoaDs PRoasial's srnct BE ,MADE TD MAvlA2>£ ME TRn,vsPoar a- s_m1nlEvr Sr R ROAD SHALL DF CLEANED i ) ONTO THE PAVED SSEDIME IiHALL SErGICrr IS TRsl RD O,VTO A PUBIC OAF ERE vORSULA2 RIP O A'ED P T !V EFFECRFTIESS OF ME EROSION CONTROL REPAIRS OR CLEANUP O ,MAINTAIN THE N ENTRANCE - ONE" CONSTRUCTION ENTRANCE SHALL BE INSTALLED 302 CONSIRUCR01 ENTR r C� E AT RI/NC R Il^ R t AV + mAN5PO,2nNG TO A 5%DAkftIT SHALL BE PiLAfOED TRak TFIE GADS BY sH0 cZ N � 0 sf :FP G AND R104OUCfRY AT ME fN➢ OF EACH DAY. SEDIMENTA ME NO rr•. cv R A 7 N'S 1'Y OVER CONTRA -'OR 5 S , , SA: Y P E U (O HAVE A[/THOR R NA/f V07 : A E (GIN NG S -' COLLINS"( - DEVICES SHALL Se ,MADE JMMEDIAJELY. DE/I E S A_ �- - V t. FX 5 CD KJ TRANCE LAND BE -I.V :✓ THE ESC r','.1SE •1 PLAT Tr' Mrs NOISES. ACS4 BE DETcED IF B CaVmO, DISPOSAL AREA. VEN.g {Y THE IJ SHALL O, AND THE ONLY IAG ER PROVEN' IS R£Y!O'S AT OV NAY UPLIP£D IF GIYc-N APPROVAL APAAOPRIAR_' A&THOD OF SY1PPLttNG THE IfATH RACl; AND THE CXISTNG ERE HYDRANT LOCATED AT MC IV1ER ECn EGNE✓UL+.S, OR CO'v7Pi_(AN; Lc .i%Tr( LAOS AN:J 4EGL,LAT/DNS V'rF v AL 1. rNCI AJSUU,,.. 7�Sr CNSIBI_(Ty _ � ,U. �� EROSION �1N A: .fi«i)i. J.RDe:: Z, ' T N POINT F EGRESS 7F,'E ESC PNA.ti'E f PLA;L THIS WILL BE lY,E ONLY POINT OF INGRESS AND EGRESS TO DP Aa£ns s1aALt R£ GLEAAm o,= ALL VEceraneN, ROOrs oe orHEa cB.:EcnovneLE AsnT£arnls FRon THE Acsn. anal:m E ,NY CON'Gt4ULLGN STA:4TE0 PRIOR T O PLAN APPROVAL r0? 7 t. THE PLAN APPROVING AUTHORITY MUST BE NO ONE WEEK PRIOR 70 7FfE THE SITE. CARE U9LL BE TAKEN TO PROTECT ADJACENT ROADWAYS FROM' TRANSFER OF A S aLURAIEV 11 STALEPRIANDE LSO ROAD FORNALSnaV CLEAR B RRRA CCVSTRES PDT X To CUT EaN aT'D OF THE SIT. BR ro ru aMOBf?Ta .� CONMACTnA DOES cur THE EPNOARD PLANT T _ .'_�,Sr�l/NT.; ,�"'T,�;�_Z,',(�_`„L` �°'y,)/�TI'>'SQk_.&p:�.�i l.Ts�t.N,S: PRE-CONSTRUC770N CONFERENCE, ONE 4F1C PRIOR 70 THE COMMENCEMENT OF LAND PRIOR SEDIMENT. EO 01ISLY P1 NOn . OB :t! n A S AS sHOItN ON IN- PXAS£ E£15 PLAN. IN3£ AREAS ARE NOT PRENOJSLY APPROV:D FCR ➢fSNRBAN BY ME CD✓NTY. CONTR,^,CTO:R SHALL N R I A LAR. AS £ sU E = I MEE aEAfOVAt STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE !M ACCORDANCE VWTH THE VIRGINIA DISNRBING ACRV'TY AND ONE lrEK PRIOR TO THE FINAL IVSP£CTIONL 'TILL I j.05 SILT FENCE- SILT FENCE WL BE PLACED ON THE DONNSTREAM SIDE OF EA:PLnnE PREP LABOR OF THE FELRAEREA EROSION AND SEXIENT CONTROL AOTLAAEP AND PROTEC,, THE srT InTH TH£ <EAsi ARNTRIT OF NECESSARY TO INSTALL THESE' INITIAL ALEASURES INSTALL THE INTRAL CONSmUC70N MEASURES AS SLAIN ON THE PHASE / EROSION CONTROL PLAN EROSION AN 'D SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST N 2. ALL EROSION AN'D SEDIMENT CONTROL MEASURES BE CONSTRUCTED AND MAINTAINED ON THE PLANS. DISTURBANCE 414/ERE NOTED SHEETS. MIS NNAVES ANY MCOPEAR IONS DEEa1£D NJ£CESSARY BY THE Esc INSPECTOR To THE IR ISTING SEDIMENT MAP, THE INSTAL APall OP PROPOSES F 0419NG. OF THE OLL ACCORDING Al MINI,SHA STANDARDS AND SPECIFICATIONS OF THE -02-0 EROSION AND r SEDIMENT CONTROL REGULATION AND VIRG(NIA REGULATIONS VR 625-02-CO EROSION AND ,107 STORM DRAW INLET PLANS. ONN- !P 4YlLL BE INSTALLED O,V EACH PROPOSED sE SLARli nags ,.ET sA RR THE EA HEN AutcrSTRUS AND PEAIA,_ AS DAMS, ov YR. AN DA THE a+P BIB PATELY AF RIN AT THE Lo',v AREA. S INTENDED T 5uL7H As DAMS, BE nifA1£DIATLY AFTER �-S INTENDED TER ID EARTHEN siP.BEST MEAsuR£S RANGE BE ARE FUN SEDIMENT CONTROL REGULATIONS, INLET AS SHOWN ON THE PLANS, LIORT. IO A E ACT7DNS STEP FUNCTIONAL HARE, TRAP SFDAR E T SHALL BE COIISMUCTEo AS ,1 BEST STEP :1TTH ANY LAND DISNRSANCE ACRNtt AND SHAtL OF :nrDE FlINCTQVnt BEFORE UP,LOP£ LAND CO T SQL flgT'Y FENN-C-_-_E;_ A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. TO PROHIBIT THE 3. ALL EROSION AND SEDIMEINT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 309 TEMPORARY O1VER510N DlY,E- DIVERSION DIKES WLt BE USED AROUND THE INS ARE lnn_S PLACE. D, INEM ANY REM ANIND EROSTON! CONTROL ITEMS AS CHAIN ON ME PHASE L LFOSION CONTROL Ptah ! , CONTROL MEASURE BY THE PUBLIC. APPLICABLE TO ANY CONTROL MEASURE SOA C UNDESIRABLE USE OF AN EROSION' O.R SERIES OF N'NlCH CAN BE COMS7D£RED UNSAFE BY VIRTUE OF POrc-NTJAL ACCESS BY THE PUBLIC. THE FIRST STEP /N CLEARING 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL 8E PERIMETER OF SITE DISTURBANCE WHERE SHOWN ON THE PLANS 70 DIRECT RUNOFF TO ). ' P' - N ' I TAf H BEEN INSTALLED IN ARE OPERATIONS' DRAINAGE 0 PROPERLY CON c 1EO TO THESE b1EASU,4ES AND ONGF ALL TITS I'l ( IMAM CONTROL T S HART BEc XAs APPROvE ME ceumnerez CAN Esc bvsPAD BOA rifEASURES F MAINTAINED ON THE SITE AT ALL RA7E5. 1A 1 ON Sf r_ SEDIMENT CONTROL AGiL TIES. ON -SITE T FACILITIES. B AFTER IX£ARiNG ME PROPOSED AaEA nl£ CDNMALTGR CAN THE !TNlSH ANY RDUGH GRMING 0,' ME 51T TO ME CCAtiOURS BAMIN OR ME PHASE 1 A T ZONED S BISI ANY G 302 CO;++STRUC7f0+! ENTRAN,C 5. PRIOR TO COMMENCINGLAND DISTURBING ACRIBRES !rV AREAS OTHER THAN INDICATED 3.13 TEMPORARY SEDIMENT TRAPS- TEMPORARY SEDIMENT TRAPS VOLT BE INSTALLED EROSION cavmot Puu. A STABILIZED P tVED CONSTRUCTION ENTRANCE W�TN A BASH RACY, LOCATED AT POINTS OF VEHICULAR INGRESS ON THESE PLANS (INCLUDING, BUT NOT L1:Vl TED TO, OFF -SITE BORROW OR WASTE I N SEy DAYS AFT£'a BNAL GRADE Is REACHED ON ANY D FEttafAN OF DR TEA'ac,PARY EWSINL Y SOIL TARRPON SHALL BE ALL BE TD DCNDD_'D V OluEAS VAI : D PORTION THE sr TT TENPaenar 5C.2 sw0 B- TIPPED u^TH'v eAr' ro DLv0DED AREAS n1AT MAY NDr BE AT CZtnD£ 2Ur AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF :MUD TRANSPORTED ONTO PAVED PUBLIC EROSION CONTROL PLAN TO AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY COATS L 6'VNERE St/OGYV ON THE PLANS. _ MwN BE VILE Ra1AM Da2A;aNr (1 SSRJRBFD) FOR LovGEa n+A,v ao Dn �. aERMANuur srnerzlainON SHALL BE APaum ro AREAS MFlT ARE r0 eE 1FFr LM tONCER NIA ROADS ,GYRATOR VEHICLES OR RUNOFF, CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SR'04A+N ON THE APPROVING THE OWNER FOR REVIEW APPROVAL THE PLAN APPROVING AUTHORITY. J. OUTLET PROTECTION- 70 BE PROVIDED AT THE OUTFACE CF ORAINRGE PIPES cuC ran FOR SE PLANS TO REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS RE.' PONAND 6. THE CONTRACTOR IS FOR S OF ANY ADDITIONAL EROSION ON PLANS AFER AT I EC I As THE A n EROSID:v 10. TILL PHASE r Esc kROBTLA s ARE INSTALLED, T MF. CONTRACTOR R CAN rusrat' TXE COVSTAU TPAIRA EVENT NOSI CONTROL MEASURES NECESSARY TC PREVENT EROSION AND SEDIMEYI;A RON AS NECESSARY 3. 19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OUTLET PROTECTION WHERE SHOkYV ON 3".19 R ERAP- VIDE c➢NTRO.. PLAN sxEETs 11£nsuRLs hvT-,THIN To mnP smrA;L,vr sxaLL eE cD:vSlr;uciLD A5 A F1R5T STEP Inm TINT uuD DrSTUAenucE AcnVTn'rwD COND RST 111TH LAMS IS '. 5 FMC' , 7H 71C TER FABRIC STRETCHED ACAO.� M'D ATTACHED Rr s antr&vr BA + t .A- A SW E ELIFiE F` F V � PLAN APPROVING AUTHORITY D _ IERh1I CD BY 7H_ LA A- PLAINS. SHALL BE MADE FUNCTIONAL BEF0,4E OPSLOPE LAND 0I$7SR ANCF TAKES PLACE, Jz TH- LavTR.aC.ma SNNGL BfGW Ai-' PNA.S- ✓ fL DPE:2AlJAkS 9Y R.11S'nJG ]H£ PcA,11c TiJz In .W £IFYrIn'J,t n' .]3B' AS SHD;1Nt THIS T.VLL GaEAZ'.W r*-1s a: A c P4A - AMOUNTS OF ERCEPT AND DE !=hfCHEO 10 LINT ENTR. AND P RING POSTS TD SU PORDING- TTO r .! :V, -HINT CONTROL MEASURES AT 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SED! L I' 331 TEMPORARY SEE TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON RUNOFF TO n11> PROPOSED THE MAPS. ME S0,7 O INTERIOR FILL OP£Rn TaVS IYO THEREA O�,KOT ONS FROM LEATE NS IN ORDER TO PREVENT SERIAL AW O VI S USING CON DISTURBED AREA D DlSTU S?RUCTlON OPERA Tra REVS EHA FPO,✓ LMTS, NNE I hl CRVIRES AND DURlhG 517E DEVELOPMENT UNTIL �S DURING LAND DISTURBING A ALL TIME HANG OPEON THE EN. I, ION OF 3G3' MF CONTRACTOR SHALL CUTIN OR DUItD UP A DIVERs10N TO ENSURE M£ SIT'. a INTRr0,4 ELL °P�ADO D ROM O TRACTOR c REACHED AN IL AND TO DECREASE THE LEVEL CHANNEL FLOdE THE S27 SHEET FLOW, AND LD'AS FINAL STABILIZATION !S THE PLANS. CON PROPOSED IN1£ IDS CONTINUES TO DRAIN TD ME nfa PROPOSED EEo1,ifENT MAPS. AI IDMODERATE FENCE BARRIERS 5,-/ALL BE INSTALLED 001'N SLOPE OF AREAS W77H A,IlPhfAL GRADES TO FlG7ER SEDIMENT LADEN LE BE INSTALLED ERATOND. 8. DURING DEWATERfNG OPERATIONS WATER BILL BE PUMPED INTO AN APPROVED FILTERING 3.31_ PERMANENT SEEDING- PERMANENTLY SEEDING SHALL BE APPLIED dl'fiERE SHO!'riV 12, THE CONTRACITIRo'. SHALL SrmutTAro,:Ous r rvSrAtt ME untrm rrEtocnnOvs THE ourz£r PROTECTION AID Cnea; Dasf As Tu£ ALL OPERATIONS ocCUA I,v STEP gf1 ABO�. RUNOFF FROM SHEET FLOE"✓ AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATE) Y AFTER EACH RAINFALL AND DEVICE. ON TINE PLANS 13. CNce Tf To A PANT IIH£re£ THE CT TRAP N£FDS To s£ AIIAREALINY, THE FOR MAP HAS BEOG cSE CONTROL HANDBOOK VESCH . +MAINTAh+lEO IN ACCORDANCE 4Y17h' THE VlRGIVq EROSION SEDIMENTCO IR L ( ) �' THECONTRACTOR INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND �EACHCRUNOFF APRODUCING J 38 TREE PRESERVARGN AND PROTECTION- TREE PRESERV,AON FENCING SHALL BE 55NALI. DE AB IN-GINVALE',A'T TRAP SEMI ERE PROPmtr DElearcam AnJD CONmABUT slfY Esc TO R,OR JT. ME S Pa PROA Rt R B AND oara✓+1 APPROVAL ST AND SHALL 07 STOPlfLiLld1L03aLiv+ iCJ4E�tN Ip! itN_LL LILETT (/?ERECT O.bL'_ RAINFALL EIVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECRV NESS OF THE EROSIONCONTROL DEVICES SHALL BE INSTALLED WHERE SPORN ON THE PLANS NO TREES SHALL BE :HARMED OUTSIDE F AM HE OARALORE -ET PER THE 9 F I5 co" TO THE PRc.=os<_D s_-cx,IENT TRIERS 1 ^, ARSTAARUBAN REV AFTER THE ION CONMOL.PECTOV, AT.B3 A t AND THE UPLAND PHASE INSTALL ANY a£A:R ON CONTROL IRA, AS SI ON Tt,',_ AM!f EROSION HA PLAN. A S TER 0T IMORM DRAT AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. MADE Aih,MEDlAlEL Y. THE LAVil7S OF TREE PROTEC RON FENCING TOR 1 15 E 5 A AND THE INSPECTOR HAS Gllc J APPROVAL, Tl£ Ca+IiRA THE 5. OINKS PHASE n DRIG SON TNT£ SHE 5 STAB CIE GYNSNTRISL REtVENT SE R ENNFATED TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABIClZARON OF 7FlE 10. ALL FILL MATERIAL TO BE 7A10EN FROM AN APPROVED, DESIGAfA><D BORROW AREA. 3.39 DUST CONTROL- OUST CONTROL SHALL BE APPLIED THROUGHOUT THE S/7E Y✓l-IERE OPERREARLIC ORES 0] LESS EROSION M SEDIMENT CONMOt MEASURES LVCtHsnc l OF THE TIG4 PROPOSED STDLIIENT MAPS. NO !TM SHALL BE A£MOIcZ UNLESS TALE UPSMEFlAT AREAS BI M PRO MENT RA ARE STABNZ£D AND ME INSPECTOR Glts PERMISS/C,V. D157UROED AREA. INLET PROTECTION APPLIES WHHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL 71. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 1B. IMANDIIN ALL LROSrCV CONMOL MEASURES AS SPORTED III THE NRENIA EROSION AND CURRENT GSNMOL HANDBDOII RE1fOMNc C:vLY nHEAf nPPRow er BEFORE PERMANENT STABILlZA RON OF THE CORRESPONDING DISTURBED DRAINAGE AREA. SHALL BE AVERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 07HER SHOWN ON THE PLANS Mc' LOCAL PROGRAAI AD1f1NISMAGAT IN ACCORDANCE IfiTJ THE 11-111, EaD51aV AND BEEBETIT GG:VTR IL . ➢BODK. .A OT lEORARY RIDGE TIED SOIL CONSTRUCTED AT THE TOP OR DARE SLOPING DISTURBED AREA. A TEMPORARY RIDGE COMPACTED DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED BID HIM 7 DAYS OF COMPLETION PER STORMWATER MANAGEMENT " ALL TETIMPARY EROSION AND SEDIMEYT CONTROL :ifEASURES SHALL BE REMOI LA 07TTlN SO DAYS AFTER MAL SITE STABILIZA TRAP OR A= THE TMPORARY MEAsuRt ARE I'O LONGc,'4 AFORg, uNtcss OM llu AUMORIzm BY THE tOc L PR➢Ll2nAJ aDAIr MAMR. TRAPPFF SEDI.Y:'ENT ANS TrE DISNRBED SCIL 1R£AS RESULTING Moll ME OISPOSrnO:V OF DDEDRARY ATEASURES SHALL BE PERIfANfNRY SBA&UZED TO PREVENT RONNER ER0510:V AI'D O , FROV, TE T TO DIVERT S70RA7 RUNIOFF FRD;Vi UPSLOPE DRAINAGE AREAS AWAY FR0:4'r UNPROTECTED DISTURBED AREAS Ah10 ZONING ORDINANCE CHAPTER 18. SEC77ON 5.1,28, 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE W4TH CHAPTER 13 ST fiR:NVVA",'E,R RC%NOFF _UAN.r TI ;' AND CL/ALIT >' FOR THIS DEVELOPMENT H,vE BEEN' SED.'VT'TAPCN. SLOPES TO A STABILIZED OUS7FT TO DIVERT S_DIMENT-LADEN P.U,VOFF MOAT A DISTURBED AREA TO A SEVAMENT-TRAPPOVG FACILITY SUCH AS A SEDIMENT )RAP OR SEGMENT BASIN. USE 41HEREVER STORMHA MR SECTION 307 OF THE CODE OF ALBEMARLE. ANAL YZED PLEASE SEE THE SIG:?:M4VA+; R MANAGEMENT SHEET AND CALCULATIONS RUNOFF MUST BE 7EMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL PACKET FOR EVIDENCE OF COMPLIANCE VNAf COUNTY AND STATE RFOU(REMEN;TS. 7H'E SITE DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 16 MONTHS OR LESS BE LIMITED TO THE HOURS OF 7.•OOAM TO 9:OOPM' g£ET MA:VAi:EI/!EST 1-1RAC,ICE OF SWM FPRE ST Cc C°Sid $PAC PRE$ R�'7/ON Hn`S 4M'fTCH CAN BE PROLONGED tMTN PROPER MAINTENANCE. 15. BORROW,; FILL OR WASTE ACRI/!TY SHALL BE CONDUCTED !N A SAFE ;MANNER THAT T MAI+TAlNS LATERAL SUPPORT /N ORDER TO 1dAVlNlZE ANY HA7_ARD TO PERSONS, - BEEN UTILIZED, IV CON:,UNCRON W fN THE BFST MANAGENTLIT PRA -1 E' OF ��jj ^p� p „ ry�,('� �` L Q !P ':�T ,T f A4..6A"�..:d CREEK IP - SE J 4 � 9 �angARY MGHT O =IMAM lkzeSlOM PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY P✓RCHASITC AVERHINF CREDITS �Irid u +�,� A'� d tr+L- o�. 1�.'e 4.,6A` .�d 4.ePb A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHTS-OF-OMY F Y PUBLIC 57REET BECAUSE OF SLIDES, SINKING OR COLLAPSE AND SIMILAR SLOPING AREAS, TO SHORTEN THc FLOG, LENGTH W,THIN A SNORING RIGHP O V✓AY, R1ER_8 REDUCING THE EROS70N POTENTIAL BY DI�RTING STORM RUNOFF TO A STABILIZED DO=.. GENERALLY, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, IWAINTAINI REMOVE OR CONVERT TO PERf✓rANENT S70RMVYATEP, MANAGEMENT FACILITIES 4141ERE APPLICABLE ALL c'ROSIOhr 1U!/-IlAf TEIVi'�fNCE.' EARTHEN IS ONE ARE APPLICABLE WHERE THESE W7CG BE t1TTLE OR NO CONSTRUCTION TRAFFIC IMTh'II THE CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, IN GENERAL, DURING COAALFUC770N THE RLD OR CONTRACTOR ON -SITE BILL CHECK ALL RIGHT-OF-IVA Y. GRAVc-L STRUCTURES ARE MORE APPLICABLE TO ROADS AND OTHER RIGHTS -OF -WAY YMICH UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. EROSION AND SEDLYIENiT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. ACCOMMODATE VEHICULAR TRAFFIC. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO MONITORING REPORTS WILL BE REQUIRED FROM THE RED IF NEEDED. SPECIFIC ATT IRON 13 7£t^POLtAg�.E01,NFnr7 TRAP' BE AT 75 LBS/ACRE AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A WILL BE GIVEN TO RiE FOLLOVANG ITEMS- a. SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIP, GINlA A 7E:MPORARY PONDI:vG AREA FORMED BY CONSTRUCPNG ArN EARTHEN EARA,NIGMENT WTH A STONE OUTLET. TO 50/50 MDC OF ANNUAL P,YGGRASS AND CEREAL TENTER RYE, OR IN ,MARCH AND APRIL TO EROSION do SEDIMENT CONTROL HANDBOOK. DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE ,MAJORITY OF THE CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERrMAN MILLET. b.ALL INLET PRO7ECROAJ AND GRAVEL OUTLETS WILL BE CHECiCEP REGULARLY FOP, SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS STRAW NIULCH IS TO BE APPLIED AT QOLBS/tOOSF. ALTERNATIVES ARE SUBJECT 70 SEDIMENT BUILDUP GHAT DILL PREVENT PROPEP, DRAINAGE. IF THE GRAVEL IS CLOGGED LESS THAN 3 ACRES WHERE THE SEDIMENT TRAP WILL BE USED AID LONGER THAN 18 :MONTH$ AND lT MAY BE A TEMPORARY DIVERSION DIKE. APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. L HE OR (T WILL BE REPLACED. BY S THE GRAVEL WELL BE REMOVED AND CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND FOED,R BE CHECKED REGULARLY FOR UNDERMINING OR SILT FENCE REGUCL&ILARLY c. ALL SILT FENCE BARRIERS MELFABRIC %✓•'ULCH. AGRICULTURAL GRADE LIMESTONE SHALL 8E APPLIED AT AS REQUIRED. SEDIMENT SHALL BE DETERiORA 170- OF THE FABRIC AND ,ENT Ne OUTLET PPOT CTION: O7HFR ACCEPTABLE ENERGY APING DEVICES PLACED AT THE OUTLETS OFREMOVED - - I FERTILIZERSH L BE APPLIED AT HALL BE APPLIED INCORPORATED INTO THE 70P 4 6 INTONES OF SOIL, AL DEPOSITION E WHEN ME LEVEL OF SEDIMENT DEPOSl71ON REACHED HALF WAY TO THE TOP STRUCTURALLY LINED APRONS TI STOR PIPES TU PAID CHANNEL SECTIONS. 70 PREVENT SCOUR EA ' EROSION B OUTLETS TO PROTECT THE OUTLET STRUCTURE, AND TO MlWMlZE THE FOR EROSION BY REDUCING THE f c OCITY AND AND CONSIST OF A CONSIST NUTRIENT MIX PERMANENT SEEDING ANDALL BE APPLIED AND CONSIST OF KENTUCKY 37 TALL FESCUE AND BE APPLIED AT OF RiE BARRIER. REGULARLY SEE THAT A GOOD STAND !S a. ALL SEEDED AREAS S•HO IITERPOTENAAL APPLICABLE ENERGY OF CONCENTRATED STOR:M4'✓A 1ER VERGES. APPLICABLE TO PrtE OUTLETS OF ALL PIPES AND ENGINEERED RAEG/ACRE GRA C 0-57 PERENNIAL RYEGRASS OR lCENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED BE FER'D SHOULD S MAINTAINED. AREAS SHOULD BE FER7TU7_ED AND RESEEDED AS NEEDED. CHANNEL SECTIONS, AT 80L65/1005F. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION IN CASE OF EMERGENCY, THE PRIMARY CONTACT FOR THE PROJECT BEL BE THE RED OR CONTROL INSPECTOR. CONTRACTOR ON -SITE. THE CONTRACTOR IMLC BE DETERMINED AT THE TIME THE CONTRACT .:IP RIPRAP 79. MAINTENANCE_• ALL MEASURES ARE TO BE INSPECTED NEEICLY AND AFTER EACH IS AWARDED. IN ADDITION THE DEVELOPER MAY BE CONTACTED. UPON COMPLETION OF THE A PERMANENT, EROSION -RESISTANT GROUND COVED. OF LARGE, G005E, ANGULAR STONE GNTN FILTER FABRIC OP RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL ,MEASURES IS TO BE REPAIRED PROJECT, THE OWNER WLL BE RESPONSIBLE FOR SITE MAINTENANCE GRANULAR UNDERLINING. TO PROGECT THE SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF, SLOd;' RUNOFF IRALE ENHANCING THE P07ENVAL FOR INTALTRAROM AND TO STABILIZE iMMEDIATEL Y. SILT TRAPS ARE TO BE CLEANED WIEN 50%OF THE WE STORAGE VOLUME THE VELOCITY OF CONCENTRATED SLOPES WRI SEEPAGE PROBLEMS, AND/OR NON-COARDAIE SOILS USE 1URTREVER SOIL AND HATER INTERFACE 1S FILED WITH SEOAMENT. ALL SEEDED AREAS ARE TO BE RESEEDED DHEN NECESSARY AND THE SOIL CONDITIONS WATER TURBULENCE AND VELOCITY, EXPECTED VFGFR477VE COVER, ETC, ARE SUCH TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE OUTLET PROTECTION DESIGN'' TABLE THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CO,NDIIONS COLLECTING SEDIMENT TO HALF THEIR HEIGHT :MUST BE GLEANED AND REPAIRED lhfl4EDIATEL Y. Minimum min{mum Minimum Min. Depth of 331 7fVPORARY SEEDINCV 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL rifEASURES ARE TO BE REMOVED Length Upper Width Lower Width VDCT #3 Aggregate THE ESTABLISHMENT OF A TEMPORARY IIOGETARI c COVER 0,,11 DISTURBED AREAS BY SEEDING 4517H APPROPRIFl ]E WITHIN 30 DAYS OF FILIAL SITE STABILIZATION, ROM, WHEN MEASURED ARE AID LONGER NEEDED, pP Si1 6' 9.2' 9 2' 2` RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND EFDE:MENTADON BY STABILIZING DISTURBED AREAS SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. F A F THAT GITLL AIDE BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 3O DAYS TO REDUCE DAMAGc 21. THIS PLAN! SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PEROI dMTHIN 7 )E R O TOP #2 4 12.. 1_.7 2 FROM SEDLMENIT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PRORCRON TO BARE THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE, CHAPTER 17) SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL ,MEASURES 22, PERMANENT VEGETARO,N SHALL BE INSTALLED ON ALL DENUDED AREAS W17HIN NINE (9) 01p, P #3 17' 7.5' 9.3' Z' CAN BE ESTABLISHED. MONTHS AFTER THE DATE THE LAND DISTU,R31AIG ACTIVITY COMMENCED. (WATER OP #4 40 14-Z' 14,2' Z' ,3„3? PFRi"Ai' AN'R SFFDMP�/ STA&ILli.4_L0T 1.'I. PROTECTION ORDINANCE, CHAPTER 17) Outlet Protection 44 was approved under UVPO 201200027 THE ESTABL'SHMENtT OF PfRE+W11fAt VEGETATIVE COVER QV DISTURBED AREAS BY PLANTING SEED. TO REDUCE REAL' SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY STABILIZE DISTURBED P�RIb"ldiVE1�IT SPEL IVG % S r `-IEiLl?n rlonl EROSION AVD OcC .,_ ' AREAS IN A MANNER THAT IS ECON'O:MICAL, ADAPTABLE TO SITE CONDIRONS AND ALLOWS SELECTION OF THE ALE AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE BILL BE LAMED, WILDLIFE HABITAT. TAT. TO ENHANCE NATURAL BEAUTY, UPON MOST APPROPRIATE PLMIT h7ATERlALS. TO IMPROVE { LDL E Fl FERTILIZED, AND SEEDED AS PER CURRENT UDOT STANDARDS iF!!S SMALL CONSIST OF COMPLETION OF CONSTRUCTION ACTINIDES ALL AREAS W1LC RECEIVE A PERMANENT I/EGETAR COVER. THE FOLLOWING M1J(ES,' F PR S PV'RON A 33H NO PROTE'CPO �iEE E- S ACP.E. S f 2' DEPTH LIME - 7. 7Phl roP Q4, / l G LINO DISTURBING AND PROTECTION DF DESIRABLE TR EES FROM PoIECHFlN tCAL OR OTFP£R INJURY OVR rV F E 1HEY VADLt BE EFFEC,I FOR URtRU,4L OF DESIRABLE 7R ES 1 TESTED FOR H TO DETERMINE THE FINAL LIME 17 IS RECOMMENDED THE SOIL BE 1E 7E P ON ACRMTY. T CONS)RUCR O ENSURE 7N .. AU77 I I rLUROM D DUST PO_ EROSION AND SEDIMENT CONTROL, dYAND CTHE E BE APPLIED AS EARLY AS PRACTICAL. QUANTITIES I THE LAME Q TAL REAPS S WHILEL BEING CONTROL M015E SHADE AND 07 ENVIRONMENTAL l-IINHAS BENEFITS IYHN E THE LAND IS BEING CONVERTED FERRf IZER 600 LBS./ACRE OF 15 30 75 RBANOr+6 PLIES II RG FROM FOREST TO URBAN TYPE USES. APPLIES IN TREE INHABITED AREAS SUB.IGI,! JU LAND OrBTURBING URBAN- ERNST 5311 COtJSE SEED IIIAW ACTIVITIES PENAIN' RE F V 7 "' L S ACRE ARGIL RN X-114 45 LBS FlCRE PENlNLA� CREEPING RED FESCUE, 3 .J B E M / ERATL C / rCEN7UCICY BLUEGRASS, 37.5 LOG/ACRE PAR�C 10ENTUCKY BLUEGRASS 75 LBS./ACRE 5. 9 D[15T COnrTROL• 'r SEEDING ST A PLEASURE PERENNIAL PERMANENT SEED NG WILL BE ANNUAL i5 LBS CRE LE U NG AVD DISRJRBlrVG DEMOLITION VINO CONS7D UITIE SURFACE AND A!R MOVFY,ENi O F D'JS. D ft! L REDUCING MA / A A F 7!-IIS TO ALL DI T PERMANENT APPLIED DISTURBED AREAS AS PER THE PER , , � .T STABIL7Z TlOh 0 A LED TO ALL D REDO - EXPOSED SOIL SURFACES AND REDUCE RrACE AND AIR L7 OIcMAY I IE DUST IT E P TO PREVENT SURFACE r C SAFETY PROBLEMS OR SUBSTANCESV%HICh ' MAY PRESEPfT HEALTH HAZARDS, 7RAf'7 " � IRBORNE SU THE PRESENCE Or A i 'ACAS ARE STABILIZED, THEY EROSION' u1 SEDIMENT CONTROL NARRARtr_. AFTER INES:_ R , ER H TO PREVENT SURFACE AND AIR A OR PLANT L7rT OUST CONfiROL ,AEASURES SHALL BE EhI,°LOVED HARM AND'At 1 MAINTAINED OM A REGULAR BASIS. WLL BE rM04}£D AND Y' E !N ACCORDANCE FW7F1 THE lESCH. MOVEMENT OF DUSTDUPI fG GYJMSTR'JCnO1J. MEASURES EMPLOYER SHALL B DURING CONSTRUCTION, blAINZEPIANCE WILL INCLUDE DUST CONTROL +MEASURES. DUST E �R1 t S �2 . � Sid Z ,� ,_,.__... " ADDRESSED DURING Al_t STAGES OF CONSTRUCTION. CONTROL VMLL BE DDRE S 22CA-CUL-PER CLAY LOAM 7 10 ISO SLOPES,^TNFRAT L 1' SOIL IS SS F/ l SURI AC F V SLOPES 2:1 OR STc-IDES OR WHERE ' (! SHALL ALSO APPLIED TO AREAS MTh' ,.f LCH n- ,n7H , -D!L A PUAO F WELL r'ANCD l !' 7 PERMANENT SEEDING OR OTHER ST 8J. IRON CAN NOT 8E ACHIEVED THROUGH ERr, A O A l K P'� D A CLT J C LATER S TYP/C l Y CLAY LOAM AND IS L MORETHAN 60•' ^ E A ACCEPTABLE APPROVED METHODS DEF,H TO 7 F WA r P 5 ?(VCR P'1 t I t A L' UN SLOPE `S C INFRA Y SO 15 WELL IA LASSIE/ A T'O.J SURFACE ACE LAYER P ;1c lfow n 'RAMS WITH 04", iL DROP Ir Fr ORAII J TN F ATH GRf,T (5 Y-I A LOAN,AND ABOUT 0 12 O'IU T-IF ._P+H TO T'IF p ,� S R 36 50 95 NAP,AT TABLE l f NE 1 V:£ v v 7.P; SLOPES, SO! !_ _ - FAA C)JRLY DRAINED 4/'7'r A VER?' SIC l-J/1.0FF C(A�SrF(CA7/GIN. I � �.i _« I \- 1 M1' ABOUT 0 f0 4 1 Y SILT OA:,? SCIRFACE LAYER IS GYP'^. ! - I IS ALLY 0 I - F„ATR TFb_ V. ,FICIR OPE DEPTH ,TO 3' Al/N 194� jlF !IIII}_[ —__, - IL�, GATHER -, c ss �_, _ CORIE, ^-POE < c s lzror D1'T rt+n notiE...n�Ws r- tt PERSAECTltc NEbS I _(AK" 0.VPi r ST,�I;E ; D I 1 n P ' / i I i� AIri LU s ;ix�? \Niter a.nns^_hIfa. -. FABRIC- I /\ a l l raii F s<r N ao "N 11\ % 1 a� \\i r� /\ ,//��// \ l /i r :gem Igp+ tz5e t ;q xiFv/\\ �x - p Rcs,a:I,. AVON, A_:t. IBO, S,y 391}. - \/ N•.. - \ / / A ryl1s1 1fioN -- �� a IN r1 r a- A c 1r r ELEI✓q'1r�grV l3F' F,'iY �ND _ FriB lC 04iE%TA 10 1 n'Al,1 ,AWP, SILT FENCE Lt:1l.iN :sa. t, a O; a 0SIR DROP fbLET PR07ECTION E1 _-- T21{L i i[ - ,ti 4 PUR try SEG➢L" = E ANT «i1L"S,LSL9 S A ", .-I F5 AND DATDO � T hE' ee'LCt1t14'F Et IL 3©i14 't. 1 u' OArial L.1 ( L 1VyC Y62k11't b 1 fU A5 ..-1 tiff T h 4 t , if 1 R I e LI b1} II L 1 M1 I 4. I A _ t _� {C, B R,, ,A ._.t ---l— !,a MOWNx lsft; a rs i ibktfi ax^.s'PI1) j :L[-- ,svG9 d.. mro — ` y �, 1 I ml J mil. 5.f, t .. IT ,rx,.'. M• d A FAA— i Lxt, s 1 Y._.T P 3IZI4. R,, 1e' f A 1Ff - - b5^ 1 i Nit �'LN'a. S'T*AAIb T T'1 W1 d %iE.:ui=^pIA-Ptaptixtfiea u-a I l_' -= �� SCALE: 1=20' � \ PROPOSED SILT FENCE PROPOSED TREE PROTECTION ROPOSED. p LTIVERSfON Pf ," �' �I , + / ­ � , ( ROCK WEIR OUTFALL CREST ELEV =37 II , Y , / I R ST 1 O �� (/ X. 1 ! e III I O � N� !V \ \ - �T / \ L'O % _ / �41 > / / O �� F 5 SJID- TOP- F DAY r ELy�kiiON 70' -1. O r(y APPROVED 5VP0 20E200Q27 SEDIMENT TRAP DDE�11I, (SCALE: 1=30') ,�' I �, t I� I, yW, r0 ,.,I-- 6' S gg�A.1 1 - --L _ 1..0 D y� �. Fi` w rt i l- y'� i / A \ a� r: �. ,, TrI Jr o'� I. I A�� i N: v> V i jt I 1, AY . I , 's1 .1,376,`rc �, i1^m � I \, "4 , .-_�._ _.--�_;i. �� C �' ^.,. iT' I Ili+ \', . i �y \ S 5 \ 1 .r SL --z C S 3T - l \ 11'. 3 � ' I n� � i \ \\ \ rl I t1 T i � I �\ \ I fs $ I - -. a , ..,7 . `x m,,. 3 . mo- L - ,,1 T G i AcO it_ . x, ~� " J ��yy m^ Anm cal _ F7+' .1RN°`E 1i 1 �a x a1-y u 1 a .F ,N j ' r _1 RQCKVVIRfltITFNLL_ °•' /_ L-L OI �� -, 7' _ r A-( �- COIIICRETE LNASrl - -- ,,,rI I I _- - ----t" OUT AREA DEP_161. NE T Teti° '7_9ETTL I",II,I`D, ,t,,��iiO,,u;i. _ (SCALE: 1-20') Ie �L�_,A , __ - / - - - - ROCY. WEIR OUTFALL _ 411DE TOP OF DA4 / CREST EL \/ 375 - —__ — _ - _, _"_ - PROPOSEDSIL— T FENCE 'I, J v 7 7 ) O O 1 v x O l 4 O IL O PROPOSED TREE PROTECTION O � O O .,n AISMaaIE -71 Cam. 4 l N STM NCE MGr CTR B 111. 1Y1F G' eamca .vo `—, a' 'N1kv1 I — imI, tm1— . 12' 34fA 1+'„".4:`' fIY.9'.Y1T .5 9 CAL'E -, r A 1 - S PNL 1r. �-�-r1J������y�{ ----T _ S C A -A E TkQN fC31 TIi 1WMIM 'Aril ltklf IX5. 1 1 .swi ?!FOND cm- an ,I,�= 1LT:s — f"CHI" n➢ '0 m_ n 1N,m-/_ t y. Fli 77 n i ,,a ,: 1, J ": ' - I t oI • AaVN' _ �n tf r: A' CE F R9PE v-NIET:^' '4'4U3.E _; ar:M. ACCEPTAL"9rMfQAPCiRlrc` 58EDiNG PLANT MA3At _S 'QUICK .R<1;i1.F.YE'LCF A OGR ILL AREGIONun. P T0- Pla tin EDatL1„ A c[GS {lb ,j#,cSe.1 SEP[ 2 - FOIL IS 50150 NY a Of AD-1 P g 1s1' 911 W rnn1 50-100 Cefe-a7 4V tA[ t2 e (&oiA_ SEINE r;h, 16 Apt. 30 ARIRI Ry Ss fi).- IOU 1 (LAP` r1 sN� ._',,I) t Augern S 1 S i1.t 0 tt1 PIT , ,101 1<« l r�yrr.u. Ian A-R30FINc qr S,\,�� - l JF l n 4 1 ri J I `I I .M.,. f1. �l III�(�,8}, a W: �:.c+..vc S " CORRECT VE-HODS \I OF TREE EN IN,, � I I, j�;✓ ,� la a W I "I P''[_ y 4 ``St' 9, V r' w' , Jy + V� � M� CORRECT TRUNI; ARMORI4G ' TRIANGULAR BOARD FENCE THy 0, +���I: � 3'� 1' C'SCOTT SNP , CJ L[, N. 035791 � pF , lQ 1rStoHAt, E_G ZB ?_ p o F I a Wou E Mn IT z a N z O 0 z J �o y0 I- IU !`p1A� S, �I. Wk C 0. I�I I� LU B wI C � p N iN iG co 1 CNa 0) N Li l) 1r I 1 0 C) N TIC+ LLI i co LLLI _ Iv- i-� V Q _L 0 l_ 7) LGI"`Rp I_ LLI �. ill M r 0 }- 0 LM oc r I H iL JOB NU- v A�qNa i jlZi JJ scnl- SHOWN S uEET NO, J 11 i f � -- 1 �,r of �I':.1 � ',. � 1 FILL NOTES _ 3.. ,v " � / � �� R. ALLFILLSHALLPE PLACEDAI9sB COMPACTION _.,,,,,,,--_--.,- „ � ,,, ' , " 1 ',; � .:q' ���� / ? ,W, �, tea, P �COLI•IivS'Zl T. r'5+1'�-h/CONTRACTOR TO SPISTALLA RIPRAP LSN[D ,I. ALL FUTURE ROADbVAY EPABANKMEN T MATERIAL SHALL CONSIST PREDOMiN.ATELY OF SOIL AND BE PLACED IN • , - � -' j" % ' � > ,.� = r-' � � o DUFF eD O SC IF, N gL _ ', / „ , _ O 1 ALL. SE UTLET PROTECTION RIPRAP SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER I"HE ENTIRE - -.� r.: ,� ,/ �� ,�I- >z ,A , APRON/ CHANNEL DESIGN' NOTES AND - `T ,; -, j ROADBED AREA IN ACCORDANCE bVi TFI VDOT zoo?ROAD AND 6RIDG65PEO-IFICATION 303.04- ,: ,,i " .i' :I' - ,r PROFILE ON THIS SHEET. "J1� rf ,'lelo' RAGTOR SHALL ENSURE y Y ."' � \. i n �a GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUNOFF TO ADEQUATE SEDIMENT :2P?ih, SCULL -'' .: r {/ o 3. - T/ Ex,gglY72HASAV✓AT RTIGH' ,vy A.^ % 'P'L'S. 1 1 z TRAPPING DEVICF_S}EACILITIES. SEE THE ESC PLAN FOR DETAILS. ao BfANNOLG FRgMEa covet ,� - .> :f CONTRACTOR SHALL REMOVE S/OA`AL Erg g. ALL SLOPES STEEP ER THAN;:x FRORII FILL OPERATIONS THAT ARE TO REMRW.FORA PERIOD LONGER THAN :Lz MONTHS. .R ± `- =-�',- ExlsrlNGnrro PIPES= 0 o eo i 11 SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. _ - - ,^'- APPROXIYIATE LgR3CTIgN "I -' �F12' L �'�� _ - ."`�� ,r V �� .Ize THE AaeA _ UTILITY A<GRAINAGENOTES: .-..___._. „ of EXISTING AR,D7iIL t,.-' o '�'•`fk� I� - j A \�7 TA _ - V ,.i. Yl;t{TAIN D r . ! C IN FEET -}..__ ,, , r -:.. '3' ,4„P a)M h::- -R' p, Y \ - - - i. N41NSPv1ltAA 3.50E C.3 ERI WST BE Mr E OVERbIfL AND S{L. / - " _ "'11 �. o : „- ;.'. �, , L';, ^,, /' ,w ._4 �(w ISSSI9G SA VITARY -! yV1"IL / rt�1J, \ ^�EYISTING PEDESTRIAN z. M#NIMUfvi OFi OF VERTICAL SEPARATION FR00.'iSTORM1A SEWER&Nl/L AND s.50F SEPARATION BETWEEN NIL& `., ]....Inch,= .,D ft ` �� „F" ' - ,/ _ SEWER. ESNIT. TG 7,�"r-I^"•>�c�tr. - - SANITARYSEUIiERiSFUSTBEPROVIDED. , �'�%� 3 /".. t�1 Rentuu. / {R/✓'"`� _ :', ,A t � OTBRIUGE" 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB a GUTTER PRIOR TO � ,/ '� ROP05CD SANFTARY,SEtvER - _) -jP, = ° „_ ';� - I -I- I `�"" 11 �-V'7`a ^^.✓i � ,;L, .A� - Kt l ... .` , I _ ,:; ,' REE'OCA PON TO BE i. COATED '' G'- 1 ..� ✓�' I i .. Tf 7' \:. r \ �-. .._ (n ! _ O CONSTRUCTING I h %c EXTENSION OF THE STORM SEWER AND SANITARY SEWER. CONTRACTOR 0 NOTIFY THE -, ,,! - ✓ .''' c Ex157tNG s" DiF 'l.rs�-��;, �;, .:, z,�F � DISCREPANCIES 50 THAT THE ELEVATIONSF TH I - - _ ` ; ' '',>. r - wlTcliN EnlsriNG PUBLic, �.� .�.: ± _ 7 rR s ;i�L m , JJJ###iii��� I ENGINEEROFANYO THE CONNECTIONS CAN BE ADJUSTED . ,„, ,,.' , .T,, i ,.,•' SANITARYSEWERTD 5 „•7 M1�r A,a1„4n ' ' EASEMENI S AND R/tV y ACCORDINGLY. z, I,:• -� 1. \ REGAIN , Ir"J._#Y ,r .,-��� v x ""- "`fit / Y ,,,:S ,Y �j z PROP05F CLAS$Eh-TyPG^ (' �OOA r. CONTRACTOR SHALL FIELD LITTLE PROPOSED STORM AND SANITARY' STRUCTURES TO ACCOMMODATE THE EXISTING _ ._._ / `" - � � 'T -�'.> -- _ PRIMIr1vE NArUReTRAIL . n FS - t _. PROPOSED $AiJSTtiRf SEWER _'- - _ ;-� , ," N _ ^^, CR .- r' - .. ,' .r / , . %,..' K. -"II^u -.':L ' "_�, '�'aa,a..�. Ol T N "^,._ .w,,�, e -: STDAN AND SANITARY STRUCTURES. CONTRACTOR SHALL ENSURE POSITR o SLOPES ARE MAINTAINED THROUGHOUT RELOC. D rIRTAR l:ERfAmI ` = - g -, ,-. ,-,, 'Y, 5 URBA CES SHALL ou.GP FF AND TI-I YX Or THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. TFIE CORTRACTOR SFIA i'. AM1SNfMurfioF m'FROM11 nIE ,:' +>,. / ,j"'% mnTHINrHE>TREnMBUPFEe=oR �1� �.� E INFECRI LL ENSURE ALL ,.I, ,,,- o 1. - STATE f: COUNTY tZEGULATiONS ARE MET WITH IMPROVEIVIENTS. EXISTING cuARDRAri, as �. ,-' ",� -' P= "1` ,<`' o n �`�'--�` -f ,•� i/ X rHISTRAIL �I n SHO N, ,, .£:,V , , r G ). _..::T _ z o �. �- 6. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM AND SANITARY �'. .,,I �' '""' .r _; o C1 T� A�_ - o c� I �_ Ira ,� �. , °� k; � ' l PROPOSED ACCESS UNDRR I F- STRUCTURESPRIORTOINSTALLATION(CONSTRUC NON FOR THEIR REVIEW ARID APPROVAL. COLLINS ENGINEERING '` az'- '-` _ a It - �i" Y""' Y. x f ryd - - ° 0 p L'�,f SEPARATESETOFPt,AN5. a Z SHALLVERIFY ALL SURVEY CUT SHEETS WITH RESPECT-1 THE CONTRACTOR'S ASBUICFSURVEY TO ENSURE POSITIVE / ._ %11 ,`: „,, „- "_ ,^ P, ���'-\ a ...�� DRAINAGE AND PRO PER ELEVATIONS ARE NIET. „ " -` a- -� \ 11 m 2 r a 6. PRIOR TO CONSTRUCTIONTHE CONTRACTOR SHALLTEST-DIG ATTHE LOCATION OFPP.OPOSED EXMH ,TO CONFIRM i ;= ,, ,`.. " `• F L`''�ISTINGa IP SANITARY � > �c AJI ,•',"�" Uf00RE5 eREEKOM(TtGAAON NLtDIE a ��"z1 G. -. / .,` sEWEa4G BE ABANDON, 2 - o M1 s a THE SANITARY SEIAXE R DEPTH AND TO ENSURE TH E PROPOSED SEWER G RADES CAN BE ACHIEVED. ' r ,/,,' x�; ','�, _ „fi ,r t ;,j As"SHOWN Dnl sP zO07-ODass �i z z A ,-,e .Ott REMOV cD AS _ .' };\.� '§ �- t AND APPROVED BY THE `� o -` O a 7. FOR TIME SANITARY SEWER BETWE`cN'EX MH+AND EX MFI z'; CONTRACTOR SHALL TELEVISE THE EXISTING SANITARY „% I,-' ''{:� \.'.. NEcesSARY. o in G u a SE4'VER PRIOR TO CONSTRUCTION TO IDENTIFY THE LOCATION(s) OF ANY POTENTIAL EXISTING LATERALS. IF EXIS -PING " j -'+�`" ' \ ALBEMARLE COUNTY 805. IF z a o I CONTRACTOR SbIALL TIE thTD E)( MH 2JP`1`\&�� tilf 11 P i w "a sa LATERALS ARE LOCATED THE CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE WITH ACSA 8, THE PROPERTY � �imi-Ts of ABANDON THE EXISTING samITARY SEWER /; f v, �s� \�a,� � gyp-s � a o 041lNERS. THE CON SHALL ENSURE ALL EXISTING CONNECTIONS ARE REESFABLISFIED WI"TH THE RELOCATED ' A• - ""- ( : BETWEEa1'Ex raFr l•AND'ErIN1H 2'. mNTRACTOR ,' o ., a z /,...,, :`- PUBLIC R/W .., o ^*✓'� ce SHALL NOF ABANDON THE EXISTING SANiFARY LA _ SEWER: AFTERTHE SEWER UPGRADE HASTAKEN PLACE, THE EXISTING LATERAL CONNECTIONS HAVE BEEN i 2 ''^`TF``` � / "o� T V %,...; SENDER BE,f4VEEN'E%Mhl 1'AND'EX MH 2', OR / q.-/ �...; > I c RECONNECTEDAND THE DISRUPTIONS OSER ICE HAVE ENDED, THE CONTRACTOR SHALL TELEVISE PITH E LINE TO nit� a ,- MmcE ANV MootFICATIDNS TDTNE STEM Urrra r' � a „� /' a cY PROPO5:0 VDOT ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA& BUILD ING REGULATIONS. AN ACSA -. - Y TINE: AfSA INSPECTOP Has GRAc1TED APPRoliat. / / SrDES-t ° �'E � "� V - REPRESENTATIVESHALT_ BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT.ALL TIMES. ARTY SEWER rn<Y a' -);r' N1AiNSIN-THIS SECTION THAT CANNOT BE TESTED SHALL BE TELEVISED. -' 0 �,- 1��� - 11 / o OD PENDING FINAL o G_:.,- 7r5. ,, `<.c. It ( o PLACEMENT OF FILL FOR �® u IiRr 8. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CL III RCP MATERIAL, "rHE CONTRACTOR MAY SELECT A-camTRAcroa SHALL msrnum� PkoaoseD O / I -� E1. ,. ,= p ,f,_' F I , OM1 LETION OF LOMR , DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION(BACKFILL IN LIEU OF THE RCP. SUCH AN -p ,,., .., - sArnrnav SF`zER, M11HIaND MH1PRIORTo --,_,, / . `' ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE UST PROVIDED IN VDOTSTD. B, SPEC 107. z2. = "" ;,. ' `' cDNNEcrING INTO THE ez[srmGSANrrARY : l I I 1oD' STREAM SUFFER r - +', \ Pl SEWER SYSTEM (EX MHITc EX i1H 2). ! r�7"' RO?A hSOORES CRREK ` 9- \ t ONNEC(PR FO$ED8 ${I- ALL STORft1 SEWER "-HALL BE PRIVATELY MAINTAINED. .l' A;'' N` M1 II '� : , PROPERTY NOTES: .I Na TO EXIS-HNG riaNFioLE ° D , o w c ,.. SEESHEETzFOR BOUNDARY DIMENSIONS,,MEFES AND BOUNDS, AND SURVEY INFORMATION. �11✓ coNTRAACrOR snau slAL, iI�'J/ l� S. APO RTION OF PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS. SEE THE GENERAL NOTES ON SHEET z POR .A 'd' EXISTING ourI D ENSURE " l/ ,.,? / � i ADDITIONALINFORiVIATfON. ,/ A a ;��TERnGHr comn EcnoN,A D / ICI I t :✓�xCE .; .' C IST[XG 1 i % / / m .y ~ � t ' 9' CORC �� r � ` V, ':• \ / J _ ___. o _ E"ISTINo' EE1tA Q .N-, I rn rv, DRAINAGE DESCRIPTIONS STR. PIPE INF_CROAA71CN - INLET FC_PIIATICN _.� _ FRT IN INVERT OUT __ PoIATERIAL INLET -TYPE ,ATb T a SLOT LENGTH NO P DIA.NLEN Th SLOPETINv In 1r RIT%" 1 COMMENTS ELEVATION;. 90 _j _ DI-7 40 F? VDOTSTD_ IS1 REQ'D �� r- 9 -_ - - 24.. 9D.95a0% 378.15 �378.70 RCP3 --. - _-_-_.___ g I PITH-1 389.95 VDOTSTD. IS-1 RECYD r 30 64.43 50% 3r8 60 - 378_2 _RCP3 -- --- g -- NTH-? - 391.50 FvDOT TD tS_1 REQT5 5 30 11Ap5 0.50% 1781. 377.61 PC q �- _ _ _ ___ --- PP.F41 --�� ^- 3.91.50 L VDOT STD. IS-1_REGYD - --- 3_�--�30 9Z66 0.50% 377. 51 �37T02 RCP3 2 N1H-1 _ 39033 1 VDOTSTD.IS-1S R �1 E3.D1--8 30 -...18 58.31 0.89 / "L3.ot 17.21% 311.52 38277 374.00 37870 FOPS RCP3 __ -I. ___ - _____ i EXISTING OVERHEAD ELECTRIC / o cUurERT i6 REMAIN 7FQ T :, - - FLOOD6YAY POL'cS GitNES TO BE`ABA.NDONED J / C+. ,. ' ✓ d,'`>,- N., LJ^:„ } "4%m vv/TIiEARPROV'cD FINAL SITE PLAN, f f/ -- '1 1, I✓" ,' , , � , , , - `Y\ •,.,X i UNPERSEPARA'rE iIEvU f ," , --r _ 6�� N j z ,, „ i > / i i /.. .,J'A, '" } y fi I /�nISTINGB VI rRIFIED- .11 i:. :.,rI-l 543.. *. i ^- ,k, " ,q/ Y t/ ,C- SANITARY SEWS '- * �`"'-� - " '� : " - -T T i LOCATION OFTUI'URE0 VE 'ENi� '/ / o \ . ] E LOPN, - dLAY. R': `"ri:. ", \ ',,,. A / i' r ;; " '' TO REMAIN , `., , H, . , / „} "I IN FILI/TO BE SERVICED VIA THEi 7 " ' �Tz.. ' . ., \ „r° I _ f : Y RELOCATED UTILITIES. FOR FUZZ. � � . � '' , - K / / . CONTRACTORSHALL_ ORNp r.:,. \. �" r 11 , (, f f , / _ J,`f `�^� / :, AI 2.. E \ .,Y / fy t DEPICTION OF THE PROPOSED FILL (.; EXISTING CULVERT i6 S' FO -„ _'. / I .. ^• _ '. ? _ i ,,., �. - `:, / OPERATIONS„ SEETHE ESC PLAN. - ' ,l PkOPGSED STP.. 1D AND ENSURE, 4 -1:, C \ - .x lam, .: f ,%, - J/ ...: .f . 4"JATEP,PRCOF CONNECTIONS Aft "• '�.: `. • ,•' J '7 .. / / E. - .; f 1 - PROPOSED PUBLIC-z':.''..' `; 1, ,_ 8 ,� - ..-10Romsscuir RuuEa ^? fj11 ^( [DRAINAGE EASEMENT �; ^� f _ - _ /; - 11 - t a � / i r PROPOSED GREENWAY - 0' j p :' : i . ,' ' "C� ;',. _ .-- EASEMENT AREA iNO \i mn"g I i OUTLET PROTECTION RIPRAP APPROP!! CHANNEL DESSGN: , ^'I �' COGTP.ACFOR SHALL INSTALL A NEW CL II[ RCP '' \ ' .\.' ,%:• J+ F DISTUREIANCE AREA, "E { co q /� T BASED ON SP - ��� i. CON.TRACTOR SHALL ClR IN A PROPOSED RIPRAP LINED APROI, t. ChiFlNM11EL TO - PIPE DIRECTING RUhIO F TROhi'T4 UPSTR! AN ' - ADEQUATELY CARRY RUNOFF FROM THE STORM SEWER TO MOORES CREEK. ,- E1.ISRNG DI TO -,TR./ A. CONTRACTOR SHALL - ` , � \ , "- ) - - '^ Y ... / J 2007-OOOS3• II z 2. IMNiEDIA"TELYATTHE OUTLET Or-TFIE STORM SEIVER THE CONTRACTOR SHALL Y ENSURE A WATERPROOF CONNECTION is MADE � 5 _ / / / / � / _ � ;z- I SNETALLA I7'LONG,Z'DEEP AND LEVEL CNID OUTLET PROTECTION APRON. THE �\ WILD THE EKIST[NG UPSTP,EAM PIPE I% PJ5ONSE % �- S � � I'�/ ��� APRON WIDTH AT THE PIPE SNAIL BE ].5'WIDE. "FITS APRON N/1DTht AT THE END Y `�� E:(1STlNG FE,"+tA 100 / ` SLOPES ARE MAIRTAINED THROUGHOUT./ r / '` YEAR FLOODPLAIN .." 9 V I�` ,. \ f OF TI-!E 17' LONG APRON SHALL 6E 9.3'. THE APRON SHALL EXTEND UPWARDS 2' ;. \ CONTRACTORS 5HAL4ABANDOM; AND RE" AS -,> ;/ ��' \. , ✓''"^". J//� ELEI._ =387.D Y //r -. c�i "^, VERTICALLY'VVITH 3:1 SIDE SLOPES. THE OUTLET PROTECTION LINING SHALL BE I / , NECTSS.ARY, THE E`(ISTING Uq NNSTREAhi i " ,' / C) j ` UDOT CLASS Al RIPRAP. APRON TO CONTAIN A FILTER FABRIC UNDERWYMENY. /� \ \�>TORq-SEW"cF' Y Y V' I. AT THE END OF THE LEVEL OUTLET PROTECTION APRON, THE CONTRACTOR SHALL ' ' "' I / I \ - li I 1 - TRANSITION THE RIPRAP TO ATRAPEZOIDAL CHANISIO THE TRAPEZOIDAL CHANNEL / / � ��;f r o SFIALL BE RIPRAP LINED WITH A I OP WIDTH OF IT. TRAPEZOIDAL CHANNEL TO BE O X y. N �l 0 I 1 12' N1ID'c AT THE BOTTOM, ?' DEEP ADD HAVE SIDE SLOPES. THE CHANNEL C ROF JS D "TR 0 M AN lC BA ,V1LL BE U F FUSEE, L' 1 W O of n1 TO C) d. d- N LIP; SFIALL BE VDOT CLASS AT 2iPRAP. CHANNEL TO CONTAIN A FILTER FABRIC N Tfl ; FL TU E ELO 41 N r 0 TFIIS I 1 FL i z� O O F- O '� F O 5 � �' UNDERLAYMENIT. UN FR 1 "7 FF L1 T CE F L NS I - OIL / TOP f4 �' R I\ F ` N o F - I I PC 2E?.10`/ED 4 P -C` l l 1 1 DI-- UV1 �Oi- O 000�"I \ g; p �7, ! `c a. THETRAPEZ01DAL RIPRAP LINED CHANNEL SHFlLL EXTEND TO THE TOP OF THE .� I oo r ^t0 N _ ��7 I-'�!o STREAM HFlNI(. CONTRACTOR SHALLTHEN ARMOR THE STREAM BANK WITH 3TONS O'JJI?lON NEEDED G .,a "H THIS -LAN 0 NSU: C cp I�'A Cr! et +Dr NNN -I "C OF VDOT CLASS AI STONE TO LIMIT RISY.. OF EROSION FROM POTENTIAL 4'IAtrE z fiJr.DF ODES 'v0 PO'vD ON TIT_ E:(ISTIIM1" �N IP, J,N;`` CO a N CON- _ �' i� n - O OOLO<F LLw f� ACT1'7CO FLOOD4VFlTERS. RIPRAP SHALL BE PLACED IM1ATOETRENChI WITH AN O `�:J O O0 >p0n(v� 1 N r0 ) _t ^M1D i ^�� ,.Sg;J ERRA DEPTH AT THE TOE OF THE BANK. SMALLER STONES SHALL FILL THE VOIDS > aL W" N O M TO 7 0 " " u p�� ` TO FUAThIER REDUCE THE ,2151C OF MOVEMENT. RIPRAP PLACEMENT SHALL EXTEND �1 . INTO THE STREAM E THEENIFSK OF STONE WITHIN THE STREAM1i SHFlLL 6E LIMITED - -C �� ,n Z Z C - N (P Z Z Z ; `I I Z O 4 COLS D TO THE EDGE OF THE STRF_AM, AND ONLY EXTEND INTO THE CHANNEL BOTTOM P. LE O _ a 4 11 ,> » ___ N M Z O '� F �" r I ,..� M r __..�� (ii�-.77L 411>>'2.. .".I.Ha» a_ Q It> - 1 O PROFILE SCALES: M - ....~ �.I, ZT- (0 NF-?7 _.... ..1'.F-p-� »> .-.. LLi .mil �.�n APPRD)QMATELY 3' SEE'RIPRAP ROCK SHORE PROTECTION 7:'P1G1L DESSGN - - _ CONFIGURATION' DETAIL, NiODIFiEQ FROM CHAPTER 13.] OF THE VDOT DRAINAGE C ,, O L'1 t- Z Z Z �, t 4:.d A o n LrIFl1 Sw T'_s'(v) rn� ..-PROPDsSo vD v)r- - _ c `" , -F0' GRADE MANURE ENTITLED RIPRAP SHORE PROTECTION, 39J =+C>_._ O �._�_STA: D-h94.67 �O Jr')S 'z IFII .i�(� /T ',o o�� / ,�o v . �, F IURT ': L, SERliloro T s I _ I 3�0 a --a PROPOSED SANI'I'•`,h'"' SF•^LF. b!H- _ SOS'-. ,, O ,1. RIM: 390.37 ---0 MS11.3 03" VITRRU ED CLAY I T' - :i D .FL.rr .S-tJ T: TO BE BL'IL- A30`1 1 : P R E:4!A TLCGD:VAI'C)A'A F ` -:4!0 i� 'f71LL BE '. AISED i0 3E FLUSH 1 -; ..., „ / INV 11 _' - v _-M - F ,. . , i� i �. Q II > /J, ,, :. , I -E-_ __ _ CT{__ TS: .f K: sq -. \ YI-�-„ >. ,. II. 383.52 TC3 E.. NfI 1 _�,NiTr1R1 SEhE:R TJ REMAIN n ". t-' f-2 ! 1}ly JiUR: 1.-, OF,2, J:" R A I ,'I FLOODv tIICTH=752 SEC "Onl AR 1-t �i86 s( i < ✓ITH THE PURPOSE D PA''_MENT i,1� ,, r �; -+. INV OUT 383.32 TO 41H2 nC° '�� , v'�Z l' uf�Fwrnr �r Q-' PLA•JS, ; ! _ _3 _ Q> � M_ AT A L\f R IM1I. _ I •� _... -__ `\ -. i _.. -. EI MEAN \'ELGJI . f - P,ADIFFPCPENT SE CF PLtidHF, T-IIS \ - Dr--- Y __ _... .. pp pp � D LGPFD, UN/C-R A rPROPOSED ui ,� ) - �r I APPROVED I„b1R f LLJ �' 395 395 's tw..- ,i GR,D� 'O4`O 3 1 1 n,_ I� ,. J9'c ___�. a �90 � _ ,, 1 (I, _. J r FLoon Lry i E STR' EX - ruTURE nyL SFR'I CINc TF11s �V ._-. N cc�o--. ___ -_ ,� 11 _. _.-. ...-. I .1_ 30" CL llf ftCP s3s:O PCN PENDING -i>1x ��? _ -_3_ U5 z CONTRACTOR MAY BE REQUIRED TO :, I „7.66 L, E E I L ^T'J'ELO >,EN T6 9. HUILT N J U - S L S 2 . HIS ITS,- 11 �i U-��_:» - MODIFY THE PROPOSED STORM AND ,1 -1 DEVELOPN'.. EN'r TO BE BUILT A3DVi`�\ @ qm% �jC STA. o+ao.00 i -` TP=391.09.. ABOVE 'HF .>asnnc / - ! �� jr _ } ---- Ln SANITARY SEINER- VM1GEP. ,", J-, - I _ � ;a Z`F: SANI TARY SEWER MANHOLE RIM EXISTING 15'_ ' , �' ' 'I Iif SIJki Ef R' JND�R A ... �. �. \ ... V OUT: ''82.i7 TO I � !:PROPOSED DFfEREI.- 5E7 OF PLANS. -. ELEVATIONS IN THE FUTURE WITH THE C .' -(. ...... ��... - - N / `i / ,owc. cuL Er¢i {t� r-.Dl ERE-NT se o� PL, rls: (1 `,Ira) >� Edi, IGo- YF ', 11 L / OR - - " I _ / ! DEVFLOPiagENT OFTHi$PROPERTY, } _ i `U TURF- ROAD TO H- IN FILL - . \ ! T6 RE .i AI:,. _ Y.L II .z.'mu.'-;Z er ,� y EP,9c.',n��l�..�'p ELQbD ILL4 590 390 u? ACHI_ve: mnN. c v�R. 335 ✓ SL3:. UPIDERA DIFFERENTScr DF PLANS S81J 5.� �'^ Tiuvlbtco T67 n !S815 � - - U _...._-_.. _...`- - `` p (rvP _._ -___I... it EXSTING ,OE' `f TRI'r IED --.__v �� ...... _-.F_U$`I IT '� CON'TRACTOFISHALL E.YTEND _�..-. (I _-__ 1 -� ...>-� 4 Z✓"� -, FAT -- I .. -_ I" CONTRACTOR SFIALL INS FALL 41,II 1 �4,1 I ( CtA" SA`i.`\?" SC:'",cR , : - '!.-` "^ GRACE { EXISTING CULVERT iE-5'2,C6NNECi4� /E,: \� a¢ - CONCRETEANCHORRLOCtOSAT (II �- f. '•-: 1 _�""" /" y-V. �­,_,ml ce` \s:` �24bt \`5 i �� '�^ Ii -HER JOINT "FOR TFEPiP`_...' t` '�-EX.I� NG v,T 2H3% TD REEL?A:N / j I TT INTO PROP.OSEDSTR. zo //1 T.:3: �y?7 _ \EVERY OT -� - -.rYr a ., / .._ - _ '.. ( •STING UPG iR€AM.IMV. 38v s>,S±".'.....T/G"',X,� BEIWEENSTR.RB:THEEXlSFIMG 'I itGrtnlilF_ EY,',5-I IG CT'15 �„ EIPt .,EAUiN- _ EYI -. _ /' �- �24" CL ill RCP / :.'SO CL III RCP rr ,Dr2.,_r,� _ I. 1 I�1 ,S3 D � p p �DROPIMLEr(EXDpATHOLIDAI'�IIi '1 ! 64.43 LF ;'��� ll�lP r<. LLLV.- 3751! I l..L� 1414,J1 - Q CONTRACTOR SHALL HETHE PROPOSED, �8. CL. SO DIP 7 90.96 Lfr' " C.L lil RCP 112.05 LF _ / INNI. ANCYIORBLOCKS SHALLOE iN \ S✓J SANITARY SEWERINTO THEEXISTING 31 O '� EX KVIH 2 -'�� - m' 90,50% '- )-` - -- 7 i 1 L1� VDOTSPECIAL . I i _'---- : �0 67 Li a 0.35� _ �� -. jO .>. _.._ . Q 4.50i • _ 0.5D _ T -:_. 1_..i 7`7J ACC V✓ITH _T - -" ` - -' MIT SEAL THE EXISTING OPENING " I-- -"--- L. -STA: 2-F 87. 45 -� ...--. - 1„ - DESIGNDRA4VINGNo.A-/3 AND \ I 1 AFTER THE RELOCATION HAS BEEN - - MA-/3.THEMATERIA1101 TH1S I; ISTR`.8 MODIFIED VDOT MN - E SDR 35 PACJ I y ,I I -. _. �K' ) xe? coNiPLErED. I RINK: 379.00 PIPECANNorBEsuasrlTur;=D lI� 156.5? LF O AL3V" - ;I INV IN. 373.83 TO n4HA . _I� t, __.. I ST.A. 1+88,26 , �. INV N 373 63 TO MH 3 _. - ' � r -7- - .YI I , �!117P=389.95 -.. _ o:.`,i`;: ,'.3; - __.._ 30" CL--Ifl RCP_/ ..aYaTs? F�__. I 38G i I i INV IN: 378.70 TO 10 Pl. SDR 35 PVC \ 58.31 LF PROPDS, voO S D "A __-_. 1 ._..... _ IIVV IN: 378.70 TO EX `-'' 3 28.24 LF0 )C 5'I? . �(\\�'-- - _ ©0.89i - i s 37Q LLi e-A �. 3/ )7v, : E5, 1'V`✓ER1 I EE n L 0 � 15" CL Ill RCP � INV OUT: 378-00 TO Ci SEE THE ACSA STD DCTAILTTI3I FOR TH`E SANITARY SEWER \\\\\\ - -- - -- """ I yy'y@� EXI TINT 8• D1F SLE OUTLET PROTECTOPI } l/ L RUN BETV✓EEN PROPOSED MH z,yNID EY.ISTING MH-i ! Ire DOINS ): E SANITARY RIPRAP APRON/CHANNEL 23.oi L% © 17-21% .. __. CONTRACTOR SHALL TIE INTO EYMH aL+,ABINUON- °'. IL1111. AT 1.37J TO 1111AIN. --_-_ - - _ -- -- DESIGN NOTES ON THIS SHEET. I 1 ! -" - THEE%ISTWGSANITAI:V $El4 L(B RA'cEN E/". MHai<, EX Tv7H_.CONTRACTO;25HA CENSURE Ivies TOP15. `` ~ -r) ; i 1 } :7 WAiERP1tOUF&FLUSH N/ITH IH4E;:.STING GRADE' �FU TUPC S/L ERrACMM1 .- --- 1 W �~ r. ,p �, 5_i i_..--� S 3-i 0 I r T`;INnrE rFm ro FeT c'�s. �n5 - -- - r- - vx- ! 355 0. 'I >? ,1 » !Nil A ph ER Nl SIT » T l W it I LJ LLI . l O O O I O � � N ,-) N <f- W LEI : J �r O �, co N J jjI'' �� T I N ,Y d- I Tf `'� N J _i `- J J O O '�1 0 O O ` ( OF P ANS. _ �p O iL' I. a . - t LO O N `� O t[5 4 JOB NO Or, W W W LSA "' O �' O O O 41 W Oi Gn O. o I, W Lei en ) M `"S f "O Y M � I rvD ) I N) .7 i DO W t�i- M i „') r7 M nC �. r<> M -` r'l M M M o '") ; 7 13209311 SCALE 0+00 0+50 0-t75 0+50 1+00 1+50 2-h00 2+50 3-1-00 0+50 1+00 1+50 2^F00 2+50 3-F00 3-F50 4+00 4+50 5+00 5+50 6+0a-1-15 �[EXIS TING D1 - STR7_8 Iq�y/��]� �II�II ���p, ��TIaa pryp pggp ��yy+S SffD11V id' 14L � � �d 9�9 �1 r,/ 9 � II YI SHEET NO I :� SAIIG Atl' a��; ���� ��"�'� SEES iT:l Gen era4 Construction notes far 5erm v.ateP Management Plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. Final Buildout Proposed Imperoio us Area Summary (Far Final Buildout Water Quality CaIculatk rsj Phase A Building A 9,500 s` Concrete Sidewalk & Brmp :er sf Pervious Pavers 44,525 ,700 <f Parking lotNphalt F: Curb ._—._.__..._.. _.._—_._.._._55,900 35,175 sr .. sf Phase B Building B 9,500 sf Concrete Sid —all 2,1?_5 sf Pa ddng Lot A;phait nu Curb 21,075 sf -� --- 32,700 sr Phase C 5,,ildin,ewalk 7,250 sf ng Lot AsphalC&Curb ',9?S sr � .1.7,725 sr STORNLRIA'CF:KhiM[AGF.,MFiV'CNARRATIVE; OVERVIEW THb PROPOSED PLAN PROVIDES STORDiWATERTREATMENTFOR THE FUTURE DHVELOPMENTOFTHIS PARCEL. THE PROPOSED PLAN COMPLIES WITH PART IM REQUIREMENTS. STORMWATHR QUANTITY: CHANNEL PROTECTION IS MET THROUGH 9 VAC25-870-66, SUBSECTTONS B. La AND B. I- FLOOD PROTECTION IS DIET THROLIGH9VAC25-870-66, SUBSEC'7IONS C.2-a ANDC.3.a. THE PROPOSED DEVELOPMENT OUTFALLS INTO AN EXISTING CHANNEL THE PROPOSED PLAN AR?, TORS THE EXISTING CHANNEL. CALCULATIONS HAVE BEEN PROVIDED THAT SHOW THE CHANNEL IS M04stUROSSVEDURING TTAE 2-FEAR DESIGN STORh'CAND ITS BANKS ARE NOT OVERTOPPED DURING TITT. LD-YEAR DESIGN STORM. THE ADEQUATE CTI ANNEL ANALYZED OUTFALLS DIRECTLY INTO O [CORES CREEP YBHEKL THE SHE, AREA IS LESS TV AN I% OFTHE STREAM', CONTRiBUTINC ANATF,RSHED SEETRSS PLAN 1,NDYJE ACCOMPANYING STO RMW ATER MANAGEMENT CALCULATIONS PACKET, FOR DETAILS. STOR11AVAI ER Q UALH Y THE STORAIWATERQUAIITYTRGATMENT FOR THEFUTURE DEVELOPTI£NTTS PROVIDED VIATHr IIAIPLIFMENTATTON OFTW'O BESTIVIAN.AGEDfENIPRACTICES, THEBFSTMANACEDIENTPRACI-iCE OFPRO 'rE UNC FORESTS, OPEN SPACES FRONT DISTURBANCES IS UTI€V-ED. A PROPOSED SWAB FOREST A=ND OPEN SPACE EASENTENT WILL BE RECORDED Wr HTHIS DEVELOPMENT PLAT AFTEPTHE USEOF THIS BNTP AFINAL PHOSPHOROUS REMOb AI OF2.49ll , r. IS REQUIRED PHOSPHOROUS REMOV ALCREDLTS HAVEBEEN PURCHASED PORTHIS REMAIN MGBALADfCE, ACFIIEVING COMPLIANCEW-M-I PART JIB WATER QUALITY REQUIREMENTS. PLEASE SEETHE AVTSACHE.D STOP.MVV ATE(: M.,AN,.GEAtiENT C,VL,a ATIODrS PACKET FOR ADUI'tIODIALDETAILS. MINOATION 1LCULAMNS: SlfV 9.\RYO 1KFA 15: f RGPOSED L11P.1ClT.D SCRCAht BUFFFO'. ARE AS iU"I'.AI.16.695_- tt ATFRSIDF Ili ,f \NPSV ART IDP M 3,f REQUIRED M[UC A 1ON TO PAL 3.37 r (AIILA10 25 t %1060L 0 0,f \ND\t \RDSIDE iO(W SI VfA AAY ('I: f tIQ IREf""t\ A LA\'1INREQ[ ITf)RE cRY 400 �'t OR' ). U'SECTLONI () V NA'PEI.SI"I DL BLIFFERSIC'iLLCON'PAI V I'FiEF011,0\YIN'. ONE {u lI t.Al f-ERCAhOPt ITE .E ORI ARCI F\FRGRFF4 \I AHE[GiCCOP6 ll G(2)_Efl C1DhRSIUIv DLf SIAND''iE S01(L\ PGRE"V 1T 1AHETGHTOF54 O.NE(IIl NDJ:RS'I-OR] t'R FAND'11�0 )l VtUF+SHP[BS 1TAHEIGHT OFT'-d' THREEI3)Sh1ALL.SHRUBS ORVEOODYC:ROGN➢COVEP..ATi\ FI`elGfrr OF I>'-18' AND A. PLAN"LINGREQ LnRETiENTON TFIELINDWARD BUFFER.Sk{ALLCON'['A1,'J THE FOt L0IVING- B\IEROOTS}noIINGS C1R ti HIPS AT 1.' 1I V 'I EMS PHI: ACRE APPROXIMATELY 6-ti'O.0 OR CONTAINER GOVNSEEDLING TIMES AT 70I[ER ACRE AF ROAIIATEI,YS ISO -C. TI ICRE )111RENIF "iS 160 VT e011.1TF TO THr FOIFO WINO \RNNI MI HC['IC ATION PLANTINGS f1,5 IA'CA[ I[IRCANOP`TRF SORL1RCF FV RGLPFNS-AT AHEIGHT OF 6' l3B) 1I CALtPF,RumERS'CCI.Y TrEns, oRLl RCRLLNS.11 \HEIim,ot-'bR N5ILNDFPS}ORYTft S AND(16) LARGE SHRUBS A'I HFL HT OF, Il(IS V,UsHRLBSOI woroD Cr \T iI1FIGiH'COFI Itl" B (LAND\4ARD 0) 'S_ GA lzerlo'F SflEDi,NM OA IMPS, APf ROXW STELY 6`W O.C.OR 59 CONTAINFR CROV'NSE 'LUNG TUBES, AIIROXLI4.ATELY9 'O.C. GLNER•AL NOIr 1 THEILIISAWPOSIREMI BDE FERON'(ffl S[CC, AS SNUt4N ON1NEPLANS 'CH3I(10`N'PO RtIFP 1 SH.ALL BE t00 OI F CHC ECIS'CINC S LREeVVt's B \\lC OR!OP Or[ It E EMITS DE TfTB WE'TUAVCS WWICTIEVCR IS CRE VFCR. 2,,ALLPRCIOS.DDISTIRBID,iRGAS\4[i({fYTtI6100'WPO c1REAhfBUFPER SH,\LLPRO\'IDH OVIO, SS RLUCHAREAFORII[FIGATION. SIRIGALLD AREAS SHALL LEIIC PCCrrDB M1.VV-rENANC AGREEN[EN PS TO M.LMUFED BYTHE OWNER PRIOR OPL4ITINOS V_L %IFFG ATIOu KAN LNG S S H Al l CO IPLY V, PTi'rHP RM AR I AN BUFFERS (I IDANCE NI,ANUAL RYCBI AD S NOT, RIP\P41h M, RS MODIFICATION& MITIGATION GUN ANC MW I 1L DEFINES A CANO PY TREP ASA FRFP In AT RFACI IP ." IN HFIOHr OR TARG Fe t'H NNIATI IRF THFMANIJ A[ DFFWF;9 ,In UNDFRUORYTREEAS AME THAPNf \TURFS TO i 11PICHr(IF 12 TO 3 \LARGE SHRUB [SDM LDAS ASHRUR THAS6EACHES IC OFFL.ICHTOR RFATERA'I MATLPLTY AND ASINPJ I, SN RLB IS DEFT\BD AS A N OOD1 PLANT I HATCAN REACH UP TO 10' OP HFJGHT Xr MATURITY ,T,TH 0 �S MTT'P,. COLLINS7 UL.ic- No. 035791 S101NAL d P1 cn `w n 0 A 91-01 ❑ Io6 No. 12 11209,3 t ��yy SC.1L(Fi�,I�pr� I H.R, NO 7