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HomeMy WebLinkAboutWPO202100017 VSMP - SWPPP 2021-06-25oB A COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Tel. (434) 296-5832 • Fax (434) 972-4126 �'IRGI1flP Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name: Ivy Proper Address: Ivy Road, Charlottesville, VA 22902 Prepared by: Timmons Group 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 434.295.8317 Prepared for: Building Management Co. 400 Locust Ave, Suite 3 Charlottesville, VA 22902 Contact: Mr. Reid Murphy 434-977-6406 SWPPP Preparation Date: March 19, 2021 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County CONTENTS: (from Albemarle County Code Sec. 17405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #: GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #: CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: 1113 ❑ IIC ❑ REGISTRATION STATEMENT 2019 Application type. 0 NEW PERMIT ISSUANCE (CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE Section I. Operator/Permittee Information. A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit). Operator Name: Contact person: Address: City, State and Zip Code: Phone Number: Primary and CC Email: B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES and include a valid email. May we transmit correspondence electronically? YES ❑O NO ❑ Section II. Construction Activity Information. A. Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site. B. Project site location information. Construction Activity Name: Address: City and/or County and Zip Code: Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Latitude and Longitude (6-digit, decimal degrees format): C. Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest one -hundredth of an acre. Total land area of development (include entire area to be disturbed as approved in the Stormwater Management Plan): Primary estimated area to be disturbed (include portions with Erosion and Sediment Control Plan approval only): Off -site estimated area to be disturbed (if applicable): D. Property Owner Status: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE El E. Nature of the Construction Activity Description (i.e. commercial, industrial, residential, agricultural, environmental, utility): F. Municipal Separate Storm Sewer System (MS4) name(s) (if the site is discharging to a MS4): G. Estimated Project Dates (MM/DD/YYYY). Start Date: Completion Date: H. Is this construction activity part of a larger common plan of development or sale? YES ❑ NO 0 Rev 11/2020 PAGE 1 1 6 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page. HUC NAME(S) OF RECEIVING WATERBODY Section III. Off -site Support Activity Location Information. List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional areas on a separate page. Off -site Activity Name: Address: City or County: Off -site Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Latitude and Longitude (6-digit, decimal degrees format): Is this off -site activity an excavated material disposal area? YES ❑ NO ❑ If this off -site activity is an excavated material disposal area, list the contents of the excavated fill material: Willa separate VPDES permit cover this off -site activity? YES ❑ NO ❑ Section IV. Other Information. A. 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 the Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been prepared. B. Has an Erosion and Sediment Control Plan been submitted to the VESC Authority for review? YES © NO ❑ Erosion and Sediment Control Plan Approval Date (for the estimated area to be disturbed MM/DD/YYYY): C. Has land -disturbance commenced? YES ❑ NO O D. Annual Standards and Specifications. If this project is utilizing approved Annual Standards and Specifications (AS&S), attached the completed AS&S Entity Form. AS&S Entity Name (if different from the Operator identified in Section I): E. Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Billing Name: Contact Name: Address: City, State and Zip Code: Phone Number: Primary and CC Email: Rev 11/2020 PAGE 2 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 Section V. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K. Signatory Requirements. 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. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Signature (signed in ink): Date Signed: Section VI. Submittal Instructions. Submit this form to the VSMP Authority. If the locality is the VSMP Authority, please send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP Authorities is available here: VSMP Authorities. If DEQ is the VSMP Authority, please send to: If the locality is the VSMP Authority, please send to: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructiongp@deg.virginia.gov Rev 11/2020 PAGE 3 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. This form covers the following permit actions: new permit issuance, existing permit modification with an increase in acreage, existing permit modifications that result in a plan modification but do not result in an increase in disturbed acreage, and reissuance of an active permit coverage. Application type. Select NEW PERMIT ISSUANCE to obtain a new permit coverage. Modifications are for modifying an existing, active permit coverage. Select MODIFICATION WITH ACREAGE INCREASE when the previously approved acreage(s) increases (permit modifications are not performed for decreases in acreage unless they result in plan changes — see Modification WITHOUT Acreage Increase). Select MODIFICATION WITHOUT ACREAGE INCREASE when there is a change to the site design resulting in a change to the approved plans with no increase in acreage(s) Select EXISTING PERMIT REISSUANCE to extend an expiring permit coverage for the next permit cycle and include the existing permit number. Section I. Operator/Permittee Information. A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project site that are necessary to ensure compliance with the general permit). If an individual person is listed as the operator, that person (or a legal representative of) must sign the certification in Section V. An operator may be one of the following: 9VAC25-870-10. Definitions. "Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or (if) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state permit or V5MP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4), operator means the operator of the regulated MS4 system. "Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities, and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates, charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of state waters in contravention of § 62.1-44.5 of the Code of Virginia, the Act and this chapter. "Person" means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state, governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity. B. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also give the operator the ability to pay by credit card and to receive Dermit coverage aooroval letters immediately uoon Dermit aooroval. Section II. Construction Activity Information. A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances and all water bodies receiving stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your VSMP authority if you have additional questions regarding site map requirements. B. Construction Activity Name and location. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the Stormwater Management plans), 911 street address (if available), city/county of the construction activity, and the 6-digit latitude and longitude in decimal degrees format for the centroid, main construction entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W). C. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the primary development site as approved on the Stormwater Management Plans and the primary on -site estimated acreage to be disturbed by the construction activity as approved under the Erosion and Sediment Control Plans. The off -site estimated area to be disturbed is the sum of the disturbed acreages for all off -site support activities to be covered under this general permit. Do not include the off -site acreage totals in the primary, on -site total and estimated disturbed acreage totals. Permit fees are calculated based on your disturbed acreage total for all on- and off -site areas being disturbed under this permit coverage (the sum of all on -site and off -site disturbed acreages). D. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e. federal, state or local governments) is PRIVATE. Rev 11/2020 PAGE 4 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT E. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation, Institutional, etc.). Describe the post -construction use of the project (i.e. Commercial — one new office building and associated parking and utilities; Transportation — Linear roads, sidewalks and utilities; Agricultural-3 Poultry Houses, etc.). F. Municipal Separate Storm Sewer System (MS4) name(s) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or completely), provide the name of the MS4(s) that will be receiving water from this construction activity. The MS4 name is typically the town, city, county, institute or federal facility where the construction activity is located. G. Estimated project dates. Provide the estimated project start date and completion date in Month/Day/Year or MM/DD/YYYY format (i.e. 07/30/2019). H. Is this construction activity is part of a larger common plan of development or sale? "Common plan of development or sale" means a contiguous area where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-50. Definitions. Le. a subdivision, commercial development, business park, etc. I. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waterbody names, for the primary site and any Off -site areas included under this permit coverage, that could potentially receive stormwater runoff discharging from this activity. The HUC can be either a 12-digit number (i.e. 0208010101) or 2-letter, 2-number code (i.e. JL52). Include additional HUCs or receiving waters on a separate page. You may utilize DEQ!s web -based GIS application, VEGIS, to obtain this information. • VEGIS application link: DEas VEGIS Mapping Application • Instructions for utilizing DE(Xs VEGIS application link: CGP-GIS HUC Instructions Section III. Off -site Support Activity Location Information. 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 (i) the support activity is directly related to a construction activity that is required to have general permit coverage; (ii) the support activity is not a commercial operation, nor does it serve multiple unrelated construction activities by different operators; (III) the support activity does not operate beyond the completion of the construction activity it supports; (iv) the support activity is identified in the Registration Statement at the time of general permit coverage; (v) appropriate control measures are identified in a SWPPP and implemented to address the discharges from the support activity areas; and (vi) all applicable state, federal, and local approvals are obtained for the support activity. Off -site activity name and location information. Provide a descriptive off -site project name, 911 street address (if available), construction entrance location (address or decimal degrees coordinates and description), city/county and the 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W) of all off -site support activities. Indicate whether the off -site support activity will be covered under this general permit or a separate VPDES permit. If excavated material (i.e., fill) will be transported off -site for disposal, the name and physical location address, when available, of all off -site excavated material disposal areas including city or county; 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W) and the contents of the excavated material. List additional off -site areas to be included under this permit coverage on a separate page. Off -site areas not included on this registration will need to obtain coverage under a separate VPDES permit. Section IV. Other Information. A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See 9VAC25-880-70. Part II. of the General Permit for the SWPPP requirements. B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section II. C. has been submitted to the VESC Authority for review and plan approval, choose YES. If you are submitting this application to reissue an existing permit coverage, please provide the date that the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area to be disturbed. C. If land disturbance has commenced, choose YES. "Land disturbance" or "land -disturbing activity" means a man-made change to the land surface that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading, excavating, or filling of land per §62.1-44.15:24. Definitions. D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form. If the AS&S Entity is different from the operator identified in Section I. A., list the AS&S Entity Name. The AS&S entity is the entity or agency that holds the approved annual standards & specification. Please indicate if this project is also requesting a plan waiver. • AS&S Entity Form link: Annual Standards and Specifications Entity Information Form Rev 11/2020 PAGE 5 16 CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS PLEASE DO NOT PRINT OR SUBMIT E. Billing information. If the person or entity responsible for billing/invoicing is different from the operator, please complete this section. If they are the same, leave this section blank. Section V. Certification. A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. 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 per 9VAC25-880-70 Part III. K. 1.: a. For a corporation: by a responsible corporate officer. For the purpose of this part a responsible corporate officer means: (i) A president secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy -making or decision -making functions for the corporation, or (H) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively. c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this part a principal executive officer of a public agency includes: (i) The chief executive officer of the agency, or (ii) A senior executive officer having responsibility far the overall operations of a principal geographic unit of the agency. Section VI. Submittal Instructions. Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority maybe either DEQ or your locality depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for additional submittal instructions. A blank area is provided for the Local VSMP Authority's mailing address. Who is the VSMP Authority for my orofect? DEQ or the locality? • DEQ: DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are: ➢ within a locality that is not a VSMP Authority; ➢ owned by the State or Federal government; or ➢ utilizing approved Annual Standards and Specifications. • The Locality: The local government (locality) is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is available on DEQ's website here: Local VSMP Authority List. www.deg.virginia.gov/Progra mslwate r/Sto rmwaterM a nageme nt/VSM PPerm its/ConstructionGenera I Perm it. aspx Email the completed and signed form to: constructiongp@deg.virginia.gov Rev 11/2020 PAGE 6 16 Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.) (Provide a copy of the DEQ coverage letter when obtained) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing.) This project includes the construction of a new commercial building and parking lot with associated utilities and landscaping. The limits of disturbance is 0.79 acres. These improvements are being made within the property boundary. The property is bounded by Ivy Road (State Route 250) on the southwest, C&O Railroad Buckingham Branch on the north, and an existing commercial lot to the east. All construction shall take place in accordance with the Erosion and Sediment Control Sequence of Installation on plan sheet C3.0. Estimated construction dates are as indicated on the Registration Statement. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, 11x17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County 20"HOPE WVES3Z13 APPROXIMATE LOCATION OF EXISTING WELL TO BE ABANDONED _ rNv.ssaz-f4 � Xsa2a L LLC / O B M3901Y, PG / O. 4FI . j ma[ N _ _ OB 46E ar AN- P 4Re D=1•00'53" �/ !UAO'P8Y BENCHMARK �C p7TOP OFSPIKE \ ELEV=518T0' \ , G6�.,�PM BFAm'. �y Li I" HOPE XMI, {� OVERHEAD. COORIINATNE �� /�%�/j \/ // > yLOCATI NNTH DOMINION NEW, 1 JF/ STa( LOCATION WITX DOMINION / REMOVE RELOCATE UTILITY POLE TELECOM 4 PEDESTAL TMP SFAIXI LENVIC LLC DD 3801 PG 750 REMOVE / OIL 6A GRAVELCFE5�FMOVE i Xsaxa'° ---- / TOP IRV2-SSA 5G/YSWITHOUTFRIES TOOLLC DR 4EEPC PG. EP6 CONSTRUCTION OB 821. PG 218 &LANDSCAPE 09, 26$PG, 151 I' EASEMENT ZONING CI COMMERCIAL 2 USE, OFFICESLOS. �S Hy F `CONTINUOUS s'e• y� ASPHALT Dy_� "2'<Ap. SO INLETAN GRATE ENTRANCE \ +� SAWCDT XSI6.S i I INV W-1.3 Xsn.a lNV IN-513 A5'4'PVC APPROX EDGEOF PAVEMENT ° °24"CMPWBROKEN /T HEADWALL l lN✓ 51f OT 515 1 TMP58A3-21 SRBDRLLC O6..7,, PG LIDS DS 231, PG. SIG DR f30,PG f09 ZONING: Cl COMMERCAL PRESENT USE SERVICE REPAIR GARAGE - / I 'CONNECNONUNKNOWN I lNV OUT=51f.60'24"CMP 1 1 _ 1 NOTE: CRITICAL SLOPE LOCATIONS ME BASED ON COUNTY GIS AND FIELD RUN SURVEY LEGEND: `CONTINUOUS s'e• y� ASPHALT Dy_� "2'<Ap. SO INLETAN GRATE ENTRANCE \ +� SAWCDT XSI6.S i I INV W-1.3 Xsn.a lNV IN-513 A5'4'PVC APPROX EDGEOF PAVEMENT ° °24"CMPWBROKEN /T HEADWALL l lN✓ 51f OT 515 1 TMP58A3-21 SRBDRLLC O6..7,, PG LIDS DS 231, PG. SIG DR f30,PG f09 ZONING: Cl COMMERCAL PRESENT USE SERVICE REPAIR GARAGE - / I 'CONNECNONUNKNOWN I lNV OUT=51f.60'24"CMP 1 1 _ 1 NOTE: CRITICAL SLOPE LOCATIONS ME BASED ON COUNTY GIS AND FIELD RUN SURVEY LEGEND: ,L,TH J IA 9 CLEAR AND GRUB ® 3 �� CUNT W. y: REMOVEASPHALT V SLieF LET > . N . ON ® REMOVE GRAVEL C 06-242@IHC """hhh O,RpL rrN �M rNrr 34W CUT 'mE >E 11%a oo 9�6'm EF a�8N Op FEE p IF kBA ? �ii GE o� €V IF .8IF V I Ce CFEE r18IF 2 a, 0 s I2-30-2020 RRAN A. FONTAINE BY ESIGNED C. SHIFRETT ISY •• CCGsl�EETT • • f"=30' i z z@ 0 O ~ Q 0 9 Iii I ) Z � C T LW a'�p _ z �a2$a lL UZIy K 0 Y 0m�; Z z d a Da O u& z F E IH x W W 3 SCALE I"=30' l93 p" T o zo 40 42 2 E ILEEI C2.0 fl : L PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW COMMERCIAL MIMING AND PARKING LOT WITH ASSOCIATED UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 0.29 ACRES. ADJACEMPROPERTY THE PROPERTY IS BOUNDED BY RH ROAD (STATE ROUTE 250) ON THE SOUTHWEST, CEO RAILROAD BUCKINGHAM BRANCH ON THE NORTH. AND AN EXISTING COMMERCIAL LOTTO THE EAST. EXISTING SIZE CONDITIONS THE EXISTING SITE IS MOSTLY WOODED, WITH A GRAVEL TURNAROUND ADJACENT TO IW ROAD AND A PORTION OF A PARKING LOT SERVING THE ADJACENT PARCEL ALONG THE EAST SIDE. OFF -SUE AREAS NO OFFSET AREAS WILL BE DISTURBED. ANY CENSURE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THI PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 31 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND 5PECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL IANDPOOK. TEE MINIMUM STANDARDS OF THE VISOR SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STRUCTURAL PRACTICES: L TEMPORARYCONSIRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PUNS. U IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. US PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER-3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED OOWNSLOPE OF AREAS WITH MINIMAL GRADES TC FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. 75 PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT MOM LEAVING THE SITE. 3. STORMDRAININLEIPROlECF10N-3.02 STONE FILTERS SHALL BE PLACED ATTHE INLET GRAIL. DRAINAGE STRUCTURES AS INDICATED ON PLANS. US PURPOSE LS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR PERMANENT STABILIZATION. D. DIVERSION DIKE- 3.09, 3. It & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER MOM A CERTAIN AREA. 6 DUST CONTROL -3.39 DUST CONTROL IS TO BE USED THROUGH THE SUE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: L MNOIL(TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSETS AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2 TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IS APPLIED. 3. PERMANENT SEEDING -3.32 FOLLOWING GRADING ACUVIUES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PUNTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. D MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE AND TO FOSTER THE GROWTH OF VEGETATION. 5. SOIL STABILIZATION BLANKETS & MATING -3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PUMPING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES L PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. Z PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTRIDES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE MUNSTER CONTROLS. D. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH SM. & SPEC. 3.32, PERMANENT SEEDING. SEED T'FE SHALL BE AS SPECIFIED MR 'MINIMUM CARE U VNS' AND "GENEMLSWPES-INTHEHANDBOOKMRSLOPESLESSTHAN3:1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED MR0. LOW MAINTENANCE SLOPES' IN TABLE 3.32-D OF THE HANDBOOK. MR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I(SEE SHEET C3.2) 1. APRE-CONSTRUCTON MEETING IS REQUIRED WITH ALBEMARIE COUNTY RAN INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEYELOPMENTBUILIJmG. CLEARING LIMITS MUSTBE BLAMED PRIORTOTHE MEETINGWUH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. MAINTAIN EXISTING PAVED ACCESS FOR PARCEL TMP 5M2-20A DURING CONSTRUCTION. 3. INSTALL CLEAN WATER DIVERSIONS. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE 11(SEE SHEETS C3.3) 1. INSTALL MUST PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL 2. FINE GRADEPROJECTARU. APPLY PERMANENT SOIL STABILIZATION N THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING &$T0.URURESSHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE GLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE T$S INSPECTOR. 4. REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSED DRIVEWAY. MAINTAIN PAVED ACCESS FOR PARCEL TIME 50A2-20A DURING CONSTRUCTION. 5. ONCE CONSTRUCTION 1S COMPLETE AND ALL CONTRIBUTING AREAS ME STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE IRS INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GUIDE IS REACHED ON MY 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 FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALLBE APPLIED TO AREAS THATARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT,SOIL STOCKWLES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SUE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SUE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAM, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSMPE LAND DISTURBANCE TAKES PUCE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMEMTRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGEAREA TO BE SERVED BYTHE TRAP. A. THE MINIMUM STORAGE CAPACITY CIA SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-J. CUT AND FILL STORES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FlAW DOWN PUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN 4RUMRE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED M REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL. ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN BILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, ATEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING WE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UULZIY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRTURIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR Off -SITE PROPERTY. D. MATERIAL USED FOR BACKGROUND TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE MMIN REGULATIONS SHALL BE COMPLIED WITH. MS-12. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICUURTRUCKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEWED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLYTO INDIVIDUAL DEVELOPMEMLOTSAS WELL AS TO DANGER LAND-DSTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 3O DAYS AMR FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FARTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SIRES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STOW OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAUS-8 040 MINIMUM STANDARDS. ES-1: UNLESS OTHERWISE INDICATED CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL RAN ON THE SITE AT ALL TIMES. ES-Y PRIOR TO COMMENCING DWROISNRBING ACTNUIES IN AREAS OTHER THAN INDICATED ON THESE PUNS (INCLUDING, BUT NOT LIMITED TO, OFFSTE BORROW OR WASTE AREA), SUBMITA SUPPLEMENTARY EROSION CONTROL PUN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY MR RENEW AND ACCEPTANCE. ES-6 : PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY M PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ESO: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING 511E DEVELOPMENT. ES-8i DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DNLY AND AFTER FACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOBS INFORMATION: INFORMATION FROM NRCS & USDA SOIL SURVEY. AREAS DELINEATED ON C3.2 & CIE. 16- CODORUS SILT LOAM, B M 2 PERCENT SLOPES, OCCASIONALLY FLOODED. MORE THAN RB INCHES TO RESTRICTIVE FEATURE, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP SM. 41C - YAUKIN LOAM, J TO 15 PERCENT SLOPES. MORE THAN 80INCHES M RESTRICTIVE FEATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. 42C3 - YADKIN CLAY LOAM, 2 M 15 PERCENT SOME, SEVERELY ERODED. MORE THAN 80INCHES TO RESTRCBVE MATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. N J2�LALT"TM � C W. O i CLINT ii u S F LET Lit. N . ATN /i A 06-24 202JF4 �M44NMAAN D,8 12-30-2020 O A. PoMA2NE •• DESIGNED SHIFFIET( • CHECKED BY • CSBIu eETI • N.R. IL n O z O Lu m O a 42932 C3.0 NONE MERE CHANNEL ELLOPRES EXCESS 2%, CHA NET SHALL BE OFORLIVIES WON RR., 44oPERMANENT INSIDERS, IN ACCONUANCE AREFF xmoL sPECIFIcnnalsanexDaB 0 HAVENEW Z:J CLINT W. � EdL t�M S F LET > TYPICAL ORIENTATION OF VESCH TREATMENT-1501E (STABILIZATION RUDER G OR UPHILL NI EIL** A dquxinslt BERM ao H IOnbxkl sE ME $ �'Lie.N ON /i SHALLOW BIANKET) SLOPE , , I 81DE ELEVATION 06-242@T�[� iC ES AF — [011 FwsnNO cspux EF`/ TEMPORARY RIGHT# -WAY DIVERSIONS ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED � NMdM� ACROSS THE SLOPE. yI� `ACT g21A -- 1B' SttNE RI WHERE THERE I&A BERM AT TXE BERM TOP OF THE SLOPE. BRINGTHEEASWC MATERIAL OVER THE BERM AND 3.09-1 MIN .EST G`MEDD mE P$ _ ANCHOR IT BEHIND THE BERM. iE 0!M � ON STEEP 6LDPes, APPLY PROTECTIVE " COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. vNX.TAGNCFNTMH.re j GRN� INSWEW um MOREW OP E FMugETTO EIUT4X Tp EACE D € -n LU IF o1.• x C TEMPORARY DIVERSION DIKE TABLE 3.31d fi BRINGS ATERIAL DOWN TO PLANVIEND ��6� MIWMO A LEVEL AREA BEFORE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" p NN �Z TYPICAL GRAVEL STRUCTURE TERMINATING THE P M £ IF £ INBTPLUTION. TURN THE DITCH °' END UNDER4"ANDSTAPLE ,1P FEINTING OATE6 SPECIES RAlE 1LBS./ACREI IX K &y �'q� OpJS / �, AT t2'INTERVAL6. ♦ EILTo LOTH SECTION A -A o ` v'L p O LI SEPT.1-FEB.15 SEES MIX OF � IN DITCHES, APPLY PROTECTIVE COVERING ' ANNUALRYEGRASS �O L O PARALLEL TO THE DIRECTION OF FLOW. LOLIUM MULTI-FLORUM ( ) 8 00-100 x� $$ USE CHECK SLOTS AS REQUIRED. AVOID CEREAL (INTER) RYE JOINING MATERIAL IN THE CENTER OF THE DROD IF AT ALL POSSIBLE. (6ECALE CEREALE) $w n~ FEB. 18-APR. 30 ANNLRYEGRA89 MISS RNVmncR[TE xFORc[Dsax sPwE (LOLIULIUM MULTI-F LORUM) SECTION B-B � W 3111 O BM B81 O O P6 MY1-ALO 31 GERMAN MILLET 50 O (SETARIA ITALIC A) 3.31 OE TEMPORARY RIGHT-OF-WAY DIVERSION SOIL STABILIZATION BLANKET (TREATMENT-1) TEMPORARY SEEDING PLANT MATERIALS STONE CONSTRUCTION ENTRANCE TYPICAL VESCH TREATMENT -1(SOIL STABILLEAnoN BLANKET) INSFAWTION CRITERIA TABLE 6.32-D z ANON R NOTES SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 1. SET POSTS AND CARVAIE A eXe 2 STAPLE MIRE FENDED TO CAR 12-30-2020 ELST 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL RCLL. CHOY SLOTS JUNCTION &LOT68 ANECKSLOTSTOBEBURIEDB'TO12". TOTAL MS. PER ACRE MINIMUM CARE UVM COMMERCIAL OR RESIDENTIAL 1]S2DD LBS. TRENCH UPSLCPE ALONG WE ONE OF US COG" POST. E' i M9X yI s O puwx BY R. FGNTA]NE STWJE ]0'AN. CpRmVCnOx .KGESS ASPHALT i0P H CK 8L0 STIDX 1SMVL<:I CP FLPnER 4ERI RESTOCK 31 OR TURF -TYPE TALL FESCUE 90-1ST% IMPROVED PERENNIAL RYEGRA38 03% KENTVCKYBWEGRA66 D. i j _ - f _ [OVRSE TX EXISTING T SMM.SRPEXMAN<:H Si FD3EPH0 EXOJgXTB II MEEGNUGLYABULMN I GENERAL SLOPE 3:1 OR LESS Fu FLOW DESIGNED eY .F.M. iv KENTUCKY 3I FESCUE 12B LBSC SHIFFLETT IemEMESHMILHAv REDTOPGRASS 2LB8.NiN. IJA AGGREGATE.1 TAOFEXUE NL.NUTE STRIED WECAP.p XTNE 6EA6CNALNVRSECROP• Y XECKEDBMT PROFILED T� 150 LBS. LOW SLOPE STEEPER THAN 3:1 • C.CSHIFFLETT ButeTEEpERIII ixa�aaTTE RlSl -MAINTENANCE • SEE SLOPE STABILIZATION SEED MIX TMEnTAACHFWE FILLTEREFFOOD TS 4. EACH L AND COMPACT THE • • Ecu IT IXCAVAT:D SOIL. 70 Mlx. THE TRENCH. • NAE STONE M.CM AwAPSNwTVPAVED ILL CXEcxs w EXSIWG 1' 2 CROP IN ACCORDANCE WRH SEEDING DAlE6 •SSTATED 1/:_z__%wIS. 1_10 2[ 2S PM/EMEEn E II �VAR.�x�VAR.� T[v AS STATED BELOW BELOW FEBRUARY I6TH THROUGH APRIL ..... ANNUAL RYEFL THROUGH MAYISTTHROUGODUGUBTISTH ..... POSTALMILLETYE IOBER 2. O O _ AUGUST THROUGH ..... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH. ....... WINTER RYE FRIG EXTEND NLL MDTH PaHI.CE A NORMARA _ OF INGRESS AND EDIS55 I TpIGpINL DENLE&STAPLE" IS Po" "'°`� ••SUBSTITUTE 6ERICEA LE&PEDEZA FOR CROWNVETCX EAST OF N OPEMTOx PUN Jug FFONLY TES HOLD TTAXT PFlRmLv TM1 FARMVILLE,VA(MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FL4TPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 11 LBSJACRE, ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE EXTENSION OF FABRIC AND MORE INTO WE TRENCH, FILTER FABRIC J Q 1 2 �4•� ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER RE z W LOSEEN4EN�MO� TRAPPING FEMME 0 2„ � A BM 3.3&2 8EEEING PERIODS;ADD 1fl-20 LBS./ACRE IN MUE8. TS 3.32 SSF 3.05-'� O O_ D1 ww— nLTFR aoTH secrlaN a -a W w SOIL STABILIZATION BLANKET TREATMENT-1 PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (WITH WIRE SUPPORT) adZ O Anu e wer try of l Ach wise beiwlnuee Mb ai umn I ROD FELD& dBaIshe Re"Iyuu A wadi hps<wM. a"I Of 15 w1 for LRMUAe Ln z <mulait'FAMTvt WEDIR LAMA nxwl be antra awry e.TR me BROBI a wT ERN OF CONSERVATION SEEDS J J apVC01'<tl RMM1l4 area 10"Deo,'<R<m1T011 All eeIW11PJ 611aY bPInP'01MA 40X1 eNNhg..M. Nmus, Neches m BURNMUm'es. RIGHT-0E-V/AY NONNATIVE WOODS MIX-ERNMX-132 BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER j a PAVED WASH RACK —�� VEL CURB INLET SEDIMENT FILTER Z TC "oE PRIG LB BOTANICAL NAME COMMON NAME E MOM FESTUCA RUBRA CREEPING RED FESCUE 1.90 \ ��- _ — W SUBSE.... DL= ~ IZ-I O I LU O L.i 200]% LOLIUMPERENNE PERENNIAL RYEGRA6&, I.S. LL f Z Lu FASTBALL RGL' (TURF (TUSTRALL ALL RTYPE) CN' (TU 20.00% PHLEUMPRATENSE TIMOTHY,' CLIMAX` 1.20 \ �V .� �- /' a SO O a 0 ® nuMA / W J a PAVED WASH RACK 12.W% TRIFODUMHYBRIOUM ALSIKE CLOVER 3.26 10.00% AG ROSTISPERENNANS, AUTUMN BENTORASS, 14.W ALBANY PINEBU6H- ALHANY PINE BUSH- R RLre' ER WTREMEH REDNMTER - OTIAYCCfASFF' MORE —J SREEry FILTERED WOOL% WA2R H Z eq Eay NYEOOTYPE NY ECOTYPE ED.OFF ATER O S.I. AGROHOE ALGA RECTON ..PC _ MOTH SESBENi ' O 100% MIX PRICELB BULK WSW _ B .. SEDIMENT A Ore FP W SEEDING RATE: 40E0 LH PER ACRE `\ �•CURBINLET 3hIMENi IryTH WOODLAND OPENINGS CUTTER LA2 THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR CuvEL SHALL RE VICTIM, BRO OR 5 COARSE AGGREGATE WOODLAND OPENINGS AND PARTIALLY SH IDED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ePECIECAPPIENTON S MpUCAB¢AFPUCABHB WBERE HEAVY ROWS ARE EXPECTED AND WERE AN ON THEAVALABILRY OF EXISTING AND NEW PRODUCTS. WHILE THE OVERFLEW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE FUNDING FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF RU AROUND ME STCTIRE. THE MIX WILL NOT. CURB EL M ERE FORMONG IN FRONT OF THE STE DISTURB M NOT LIKELYTO CALI WM>nETSAMACENTSALeTURESAND • GRAYED BRAD. BE VOLT P ROS] OR 0 COARSE AGDEGATL — JOB NO, 42932 IP uxpROTEmwARFce. 3A]-8 IP 3.W-3 SLOPE STABILIZATION SEED MIX STORMWATER INLET PROTECTION STORM DRAIN INLET PROTECTION 3HEESNO C3.1 B®4 EROSION CONTROL LEGEND LIMITS OF CIFARING AND GRADING - SOIL AREA DIVIDE - $AF 9AF SAFETY FENCE 3.01 (.E CONSTRUCTION ENTRANCE 3.02 S$Fx �E SILT FENCE 3.05 P INI£TPROTECTION 3.07 DD 1�1~t~ DIVERSION DINE 3.09 CLEAN WATER DIVERSION 3.09 RIGHT OF WAY DIVERSION 3.11 T$ TEMPORARY SEEDING 3.31 P$ PERMANENT SEEDING 3.32 MU MULCHING 3.35 ODUST CONTROL 3.39 * VRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER SOIL TYPE: 41C SOIL TYPE: 21"HOPE INV=53L13 42C3 DID E O �LRDRPNOH ooro Ili GG GOAMB ____ IO'HOPE II pye DC o oeeeo e eso'f l� _ — r�— pe Ts - TP /� vL _ • � _ _ 1 __ 1 DC ____ g/ TS —szs g _ W DC ft— TS eoaaoFrace ' � _ � SSF DC yr9 �q1q� \ TS CE m `IMDROFOI6TURSANCE, AG.F.- ® E I, ;,1 \ :OFORAtC' ASPHALTSPMLF C L VERT ENTRANCE � �I w. MAI IN EXISTING APPROX £VO O A 66 FOR PAb/�CONSTRUCTIL PS � ` y rey er ee e e24-CMPWRROIEN II�iI I HEADWALL r/ IN✓ 51, OT X /I� EEEEEEEA� NAAYNN J2�LALTN OR �!� Z: CLINT W. y: t�9 S F LET > Lit. N. 21 i / OS-N. 43 C A/O.T'AL s �RN�NINA P8 � iE =K €w 3 3 _ aqq HE Et/G O €V Ce r'VU 2 $F TMP55 11 SRBDRLLC OB I.E. 225 D.B.131. PG.SBS O DR IJRPGI09 ZONING' CICOMMERCIAL ? PRESENTUSE SERVICE REPAIRGARAGE 6i SOIL TYPE: 42C3 TMP5S91-" 5 GUYS WIRIOUT FRIES TOOLLC OR 4NR Pa NSE D9 021, P3.110 "M PG 15f ZONING Cf COMMERCIAL 2 USE-OFFICESLOG. / Ry�Y / SOIL TYPE 1s SweT. GRATE STOP=SIS IS 1 /NV II EC DCNUNAN p 'CONNECTION UNKNOWN lNV DUT=51f.64J"CMP IP Il Sec `[x vpOV noon uw IS SCALE I"=20' OTC s ED 12-30-2020 ev ouw A. FONTATNE ESIGNED C. SHLFFLETT •• GY HEIFKED CTSSIFASETT BY • • 1"= 10 • • • L-I 2 LLI a� z o_ Q I O zi a LW Z gg J U) O i _jJ > i Z Z a L� oOU€ wmw19 =tea Z 0Lu Lu e_ O / z i Ejij O g9 �i O ,I 83i3 �pp3 42932 E L EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - SOIL AREA DIVIDE - SAP 9AF SAFELY FENCE 3.01 (.E CONSTRUCTION ENTRANCE 3.02 $$Fx ieE SILT FENCE 3.05 P IW£TPROTECTION 3.07 DIVERSION DIKE 3.09 CLEAN WATER DVERSION 3.09 RIGHT OF WAY DIVERSION 3.11 T$ TEMPORARY SEEDING 3.31 P$ PERMANENT SEEDING 3.32 MU MULCHING 3.35 ODUST CONTROL 3.39 * VRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER 16 SOIL TYPE: 21-HOPE INV=53L13 42C3 R NGH SOIL TYPE: 41C NS3YNN J2�LALTH Or �!� Z: CLINT W. y: t�4 SLieF LET > . N . STN /i 06-24 T@1 C �FSN4NAISA I P8 iE r w =a €A 3 _ a 3 6. a� ? 88 G GNAM O °�eee €�a C 24'HOPE °.� MU o ° � ve seesAF ea '� PS e o i ' p _ _ _-' SR&DRLLC l . 08 f591,PG226 D.B. 231, PG.W5 0 _ D9-f30,PS109 ? \� _ ZONING'CIC6i _ Tp PRESENT USE SERVICE € � 1 REvnrRcnRACE _ 9± � 1 � r IS 12-30-2020 MU RAWN BY PS A. FOIVT�UNE R, _ _ _ _ � \\ - •• C SHIFFLETT HEIGHT M _ _ _ • c PROPOSED BUILDING P _ _ - i\\ ✓ • • G SHIFFLETT MU' sous V � SPp� � � / � � � • ' IP MU PS � SOIL TYPE: F-L 42C3 'LLJ 3V. ` '+•*�` f REMOVE CONSTRUCTION V, MU \ ENTRANCE PRIOR TO INSTALLATION Q_ i Ng nyTT� P3 OFPROPOSEO�'r�§-, S � s GUYS WNHOUT FRIES z a P roouC O L 5 OR 4PG' PO XNE R OR PG3f$ OW OR 1E1 a P ZINGING I COMMERCIAL 4 \P 2 USE OFFILE BLDG. Si0' 9TOgY � y a g `IMITS OF OI6TORBANCE, ACRES $B •$1 / i6 V' O J p N ra > � a SOIL TYPE Q z " IP I� �\ Z o 0 CONTINUOUS sew`O�"'e W `J € ASPHALr qE *� loel-GRATE L ENTRANCE ` &eyW'Ow *�� yINV =V=5I3 � y ° i I y lNV IN=5f3454"PVC £ Z ac "e 'CONNECTIONUNKNCI" �¢g APPROX EDGE OF L'e INV CUT=511.6044"CMP a m W E PAVEMENT I P - O a3 y a wa ` O & MAINTAIN EXISTPARCEL ARC LIMP 58DA CAMSCESS' O FORFLONG ASEOSSIBL. ENSURE R! LONG O HE EXISTING REM Z F ACCESSPARKIN LOT IS MAING REAR '4 ` L� PARKING LOT IS MAINTAINED O F` THROUGHOUT CONSTRUCTION nxoPuw H ° °24CMP KABROKEN HEADWALL a. I. IN✓511.OT 83 STOPE8 STEEPER THAN 3'.1 SMALL BE SCALE I � `L LOB e e e e e o o o TABILRED WITH LANDSCAPING VEGETATION T 9{ HAND EN THAN GRASS, WHICH IMLL NOT B 20' ., 429-'2 Ej REQUIRE MOWING. IN ACCORDANCE WITH $f ALBEMARLE COUNTY DESIGN STANDARDS MANUAL S.A.2 C3.3 : L Section 5. Stormwater Management Plan (Provide a reduced I Ix17 copy of the latest stormwater management plan. Do not reference only.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS(PRE-DEVELOPMENT) PRE-DEVELOPED ONSITE AREA AREA=0.]B ACRES 0.52 ACRES (FORRESTED) 0.01 ACRES (MANAGED TURF) 0.25 ACRES (IMPERVIOUS) =9.7 MIN a N FS) V (AC -FT) 1 YEAR 1.07 0.047 10 YEAR 3.45 PRE -DEVELOPED OFFSTE AREA AREA=4.03 ACRES 1.4T ACRES(FORRESTED) 1.48 ACRE &(MANAGEO TURF) 1.OB ACRES (IMPERVIOUS) Tc=6 MIN O(CFS) V(AC-FT) 1 YEAR 4.42 0.229 10 YEAR 15.44 PRE -DEVELOPED COMBINED AT ANALYSIS POINT 1 O (CFS) V (AC -FT) 1 YEAR 5.38 0.276 10 YEAR 18.66 DRAINAGE AREA ANALYSIS (PORT -DEVELOPMENT) POST -DEVELOPED ONSITE AREA, DETAINED AREA Or 0.00ACRE6(FORRESTEO) Od2 ACRES (MANAGEDTURF) OA9 ACRES (IMPERVIOUS) Tc=6 MIN O (OF.) V (AC -FT) 1 YEAR 1.94 0.080 10 YEAR 4.05 POST -DEVELOPED OFFSITE AREA DETAINED AREA=]45ACRES 1.32 ACRES(FORRESTED) 1.39 ACRES (MANAGED TURF) 0.7 4 ACRES (IMPERVIOUS) Tc=9.T MIN O (CFS) V (AC -FT) 1 YEAR 3.024 0.171 10 YEAR 12.28 FLOW THROUGH PIPE STORAGE FLON6 ROUTED THROUGH DETENTION SYSTEM. 0(CF$) YEAR 3,42 10 YEAR 15.45 POST -DEVELOPED ONSITE AREA. UNDETAINED AREA =0.21 ACRES 0.03 AC RES(FORRESTED) 0.13 ACRES (MANAGED TURF) R09 ACRE. (IMPERVIOUS) Tc=6 MIN O(CF.) V(AGFT) 1 YEAR 0.35 0.015 10 YEAR 1.03 POST-DEVELOPEDOFFSRE AREA, UNDETAINED ANEA=0.5. ACRE6 0.15 ACRE:(PORRESTED) O.WACRE(MANAGEDTURF) 0.34 ACRES (IMPERVIOUS) %=S MIN O(CFS) V(AC-FT) 1 YEAR 1.39 O.W1 10 YEAR 3.45 POST -DEVELOPED COMBINED FLOW AT ANALYSIS POINT 1 0(CF$) 1 YEAR 4,61 10 YEAR 18.48 P§EPRURD A 0.00•(DrpscEyELmEDa M*RVlysar¢com ,)( RVDEYELmEDCNAITE• 6 NEREVECPEDOIEATE OR 4.61 DES s0.80`(1o]CFB-FWAC-FT)((O.0B0 AC -FT. 0.015 A0-FT). 4.42 CFS=a80 GETS FLOOD PROTECTION'. POST -DEVELOPED DINI PRE -DEVELOPED 010 ON 18.48 DES 518.65 CPS TOP OF � STORAGE PIKE TOP OF �IN 517.43 RYx1Z OR FIDE STEELPIATE `1V'ONIFICE VAT. TRASH RACK INV 513.00 SWM WEIR PLATE SECTION DETAIL WATER QUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA FOREST/OPEN SPACE = 0.52 ACRES MANAGED TURF=0.01 ACRE6 IMPERVIOUS COVER = 0.26 ACRES PRE DEVELOPMENT LOAD (TP)(LB R)=0.56 POST DEVELOPED AREA FORESPOPEN SPACE = 0.W ACRES MANAGED TURF=0,25 ACRES IMPERVIOUS COVER = 0.54 ACRES POST DEVELOPMENT LOAD (W) (LSM1R)=12S MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT=10% TOTAL LOAD REDUCTION REQUIRED (LBMR) = 0.64 CREDITS TO BE PURCHASED FROM A DEQAPPROVED NUTRIENT CREDIT BANK IN ACCORDANCE PATH VA CODE 62.1 A4.35:15. �LNrurrrrrr ALTH pA,LM15LL u S F LET i� Lie. N . 431� y4� CS-242021 y.= L rS�rNri�N"�: ` P8 1OF SHEET FLOW ^' _ >E PRE -DEVELOPED OFFSITE AREA E a TOTAL: 4.B3 AC 5� ogz 2CO C SHkLLNTRAT W W TURF.1.4 A AC R CONCENTRATED a�fiM IMPERVIOUS: { FLGW GMS6 I IMPERVIOUS. 1.08 AC hha CN=T1 \�y\V\ 100OF SHALLOW o2 ry = OVV z CONCENTRATED €�'.�i, mo FLOW, WOODED 0 0 PE FLOW _ PRE -DEVELOPED ONSITE AREA\ TOTAL B.TB AC J} TURF IMPERRVIOUS:VIOUS: 0.25 AC �CN=T2 v o 200' OF SHALLOW CONCENTRATED NtUDS: 0. 15 AC CONCENTRATES TURF: 0.15 A0 FL.," D IMPERVIOUS: 0.34AC CN=.2 T<=BMIN. MODS: 1.32 AC TURF: 139 AC IMPERVIOUS: 0.74AC CN=69 Tc=B.T MIN. PIPE FLOW // / / -"i I POST -DEVELOPED ONSITEA y' TOTAL: 0.53AC WOODs'. 0 .00 AG TURF I - 00IOUSC CN0.4S AC =9 1 Tc=fi MIN. \ \ POST DEVELOPED ONSITE ARE TOTAL E1.0 AC AD ILRF'. 0.13AC 'aI IMPERVI }}}OUS: 0.08 AC I CN-]5 c=6 MIN. ANALYSIS POINof T v POST -DEVELOPED / p IDu N0av0 O A. FONTAINE •• C SHIFFLETT • C SHIIFFFLLETT p 1" 30' A O z � Q ZLLI a D g� L a y= RAINED r Q Z 9 Z DI A J DI Z ¢� LLL oo 11b o Lu z O S; O LLa € \r ° &j ED If 3 429V S1 c6.o i L L ■ N....AN E ■ I.I C 138 0.61 �LALTN 0 ■ �■ 12 am JlN aj ■ ��■••••••••• 1im W 116 Ow 669 U: s LFNL T 4' ■ .���� / /` 112 137 0,37 �A as-2A A', nu' +� 116 119 0.61 ■ 116 147 OGB ■ Ex, Ovt 2,97 0.% �11°1h, 20'H p ■ a INVc 3 . S ■ €1�1;� pf■ �/ 0g03 11 APPROXIMATE LOCATION OF i cp $ N C PRIMARY DMIN 5E9 i nWrvq h 0. CADRNLRBppNDN ■ ° o`e o�tOi ONE _______-_- e� ° / ' NPPROY�IMATE LOCATION �E� ■ o w a w C °O° ■■ ■■'■ ■■ ■ 20"HOPE lil OF RESERVE DRAIN FIELD woos ,ow D SA&DRLL �, 535 ■ _ _ _ ■ TREE PRO \ ` ; ZONING SE SER CLLL Es1roPG 112 �>♦� \ �� PRESENT E AIRCARA. _ _ E ♦ "ONE ♦ £A3UTMENT �- \ ---- - OP TREE LIN ■ °"j rvr ♦♦ ��. ` 110 ! _ ■ DATE ♦ � ______ ,'°2 _- � v ,LPL tF,/l:. -i.. ouwx er ,♦ LncmTA� 108 \ y 623 ♦. A. PONTMNE EIIAHE� III ♦♦♦♦ _ _'szr, _ _ •`^\\\\ ••• •••i •• C SHIFFLEIT G ARMSTRONG 106 \�\_�• ■ - ■ • MEcxED av R ' : • SNIFFLER .�. REO MAPLE 0 \ ■ SLLLE R. ■ ■ ey f J' _ _ _ - 1 ■ : i'=20 522 ' ♦♦ 0 ■ • �♦ 6TERN WEIR PLATE, \� ■ ♦♦♦ DCGW TYP. _ SEE DETAIL 52N ■ ♦♦ ___ _ ON 3MEETC6A . O ♦♦♦♦ O ! ■ a ■ ♦♦ 114 TMP63AT ■ ♦♦♦♦♦ - 118 s1 y�r • sGurSTOOLOULC RlEs ■ Z IAC PG ■ ♦♦ Q ♦♦ - r �!♦♦ �, zonrSE CICOMMI c ♦ 2 USE'OFFILE BLOCDG . ■ W G g . L e u�$ H, mgi,ry n�ow� m?a'm e.p INV O FO'O E aPoOZ>° nQO 110'. D1338TSma[ 11 6 o BTA 13t05.31 P o,- TOP 521]4 Fr o-m INV IN 515.51(111) INV OUT 515.41(109) 112 DI-1 I. ^nF, mewp=°j Ir 3TA 13+25.18 TOP520.50 I INV OUT 515.81(111) PF 3POSE CRAG 520 520 EXISTING _ 3' U. GRADE- / 5t5 197 52.2'DP HOPE 19.er0 103 Si A2'OF 16 13'HOPE (@i,50h t8'HCP TO 50y4'OF "EQ-4 ®1.50 510 OF BOSS' tg'HOPE 18"HOPE 510 @100°m 105 t80 N' C£ MP 08P OF INV. 513.W 5p$ t ' 11% 0.5% y , BEE PLATE, IFTAIL.. 505 KO SHEE TC5.0 99 9-50 10+00 11+00 1N00 13+00 14+00 14+50 STIR 112 - EX. 100 PROFILE --- HOPE SCALE '.1'=50' VE RT SCALE: 1"=5 f'hii STA 10+11.14 TOP 517.50 S `o__� INV OUT 513.25 (115) IF PROPQ4ED GRACE 520 520 EXISTING > GRACE IN MA 515 515 „3 „•DP HDPE 510 510 001F OF 54'DIM P INV. =5, 300 SHED 10+00 11+00 11+50 STIR114 - SVHM A PROFILE HORI2 SCALE. 1-50' VERT SCALE: 1'=5 PROP08ED GRACE 520 520 EXISTING GRACE 3 515 MI 516 tt 1 .04' OF ND 5'HOPE 510 5D5 E. 9.50 STR 104 - STIR 116 PROFILE HORR SCALE:1-50' VERT SCALE: V=5 NOTE: PROVIDE INLET SHAPING (I8-1) IN STRUCTURES,MTH DROP OF 0' OR GREATER. J2��NLrx or� b Z: CLINT MO y: H S F LET > Lie.N. OIN 06-242@I C• P8 iE 11%a 9�6'm uksA. �ii V y 0 CA �HU $w 0 12-30-2020 A. FOARAINE 1 C •• SxIFi1ET( •RE«ene CHECKED SMFFIET( • 5 LE • 1- 2V • • I a g @ i Oz a U.). W J yg H 9 Z U LL 5 O Q'a p LL h-O W K Q Q £ � a Z aa� O a O E O = F a B i e 42932 E L Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Plan showing pollution activities and prevention practices (Provide a reduced I Ix17 copy of a site plan on which all of the following activity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County is. sources or rouuranrs, vocations, anu Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing, grading, excavating, and un- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites. Seed and mulch, or sod within 7 days of land clearm Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbentloil dry for all paving machines to limit leaks ands ills Concrete washout shall occur in area Direct concrete wash water into a leak - Concrete washout and adjacent to the construction entrance as proof container or leak -proof settling basin cement waste designated on the Pollution Prevention that is designed so that no overflows can Plan. occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction, stucco, Structures in a flat unpaved area. Prevent the painting, and cleaning discharge of soaps, solvents, detergents and wash water, paint, form release oils and curing compounds. Dewatering if necessary when Water shall be filtered, settled or similarly Dewatering operations converting culvert inlet protection treated prior to discharge as shown on shown on plans plan. Designated areas for material delivery and Material delivery and storage Adjacent to construction entrance and storage. Placed near construction construction trailer, entrances, away from waterways and drainage paths Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Material use during building process Building areas Follow manufacturer's instructions. MSDS's attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a waterway. Containers have lids covered before periods of rain, or are in a covered Solid waste disposal As provided by contractor area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ON -SITE Convenient and well -maintained portable sanitary facilities will be provided, and Sanitary waste Current locations shown on plan located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better Wash area is located at the construction control as specified on plan. Minimize Wash Waters entrance. Adjacent diversion dike will the discharge of pollutants from divert wash water to sediment trap. equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.) D. Non-stormwater discharges Discharge Pollutants or Pollutant Constituents Location on Site Dust control water Sediment As shown on plan Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Discharge Pollutants or Pollutant Location on Site Constituents E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Mr. Reid Murphy 400 Locust Avenue, Suite 3 Charlottesville, VA 22902 434-977-6406 F. Response and reporting practices Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills, leaks and discharges as follows; Materials and equipment necessary for oil or chemical spill cleanup will be kept in the temporary material storage trailer onsite. Equipment will include, but not be limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, saw dust, and plastic and metal trash containers. All oil or other chemical spills will be cleaned up immediately upon discovery. Identify and stop source of discharge. Use absorptive materials to soak up as much chemical as possible. Place all contaminated material in trash containers for disposal. Report all spills, leaks and discharges as follows; (Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.) Reports will be made to the following: Virginia Department of Emergency Management Emergency Operations Center (EOC) Phone: (800) 468-8892 Spills large enough to reach the storm sewers will be reported to the National Response Center at 1-800-424-8802. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County G. Pollution Prevention Awareness (Describe training and procedures to provide awareness and compliance for all measures in this document; waste management, wash waters, prevention measures, etc.) The registered land disturber shall oversee all construction activities to implement and maintain pollution prevention measures. As such training and procedures shall be provided by contractor for each worker on site before they begin land disturbing activities. Training on implementation of erosion and sediment control devices/procedures must be provided by registered land disturber each time a new E&SC procedure is constructed. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County EROSION CONTROL LEGEND LIMTIS OF CLEARING AND GRADING - SOIL AREA DIVIDE - $AF 9AF SAFETY FENCE 3.01 (.E CONSTRUCTION ENTRANCE 3.02 $$F -->(x )e<- SILT FENCE 3.05 P INI£TPROTECTION 3.07 DNFRSION DIKE 3.09 CLEAN WATER DIVERSION 3.09 RIGHT OF WAY DIVERSION 3.11 T$ TEMPORARY SEEDING 3.31 P$ PEWMNEW SEEDING 3.32 MU MULCHING 3.35 ODUST CONTROL 3.39 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER SOIL TYPE: 41C � N44Y4y J2�LALTH Or �!� Z: CLINT W. y: V S F LET > Lie. N . ON /i 06-24 1021 C �N44NA14A P8 _ iE w BE € aw+ 3 EF REEF H88 €VCA 88 $w n~ TMP59A2.21 SR&DRLLC OB 1591,PG 226 D.B.131, PG.SBS OB 1AI P3 109 ZONIN(i.CICOMMERCIAL PRESENTUSE SERVICE REPAIRGARAGE TMP5S91-" 5GUYS M7I4WTFRIES 2 USE-CFFICEBLDG. Ry�Y S,ioeTAry GRATE TOP 51515 INV IN=5I345<"PVC 'CONNECTION UNKNOWN WV WID:511.6044"CMP e o O 24'CMP W,IN HEADWALOWALL o lN✓ 51f OT SOIL TYPE 16 o SCALE 1 -20' T o zo' O 12-30-2020 A. FONTAINE •• ESIGNED SY C. SHLFFLETT • CHEFIEDa CSsl�EETT • • 1"=z0' Z W € 0 a W Q i yZ Z 9 U)2 ' Q z z 0 O a H LL O Z w Q W c W Q amap Z �3 Z 0 a � ; } J H O J 0 2 D_ E� P B� :F 3� 83i3 �pp3 42932 E fl€ PPP-1 i L EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - SOIL AREA DIVIDE - $AF 9AF SAFETY FENCE 3.01 (.E CONSTRUCTION ENTRANCE 3.02 $$F -->(x )e<- SILT FENCE 3.05 P INI£TPROTECTION 3.07 DIVERSION DIKE 3.09 CLEAN WATER DIVERSION 3.09 RIGHT OF WAY DIVERSION 3.11 T$ TEMPORARY SEEDING 3.31 P$ PEWMNEW SEEDING 3.32 MU MULCHING 3.35 ODUST CONTROL 3.39 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER �� MAINTAIN EXISTING PAVED ACCESS FOR PARCEL WE 50AY10A AS LONG AS POSSIBLE. ENSURE ACCESS TO THE EXISTING REAR PARKING LOT IS MAINTAINED THROUGHOUT CONSTRUCTION o e SO'CMP W,IN HEADWALOWALL o lNV 51f OT SOIL TYPE: 41C OB 1591�PG 225 "231. PG.SEE DR IJR,PQ109 ?WAIGC I CGMMEFC" PRESENTUSE SERVICE REPAIRGARAGE SOILTYPE `777 42C3 REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSE 4Q§_SAM 5 GUYS EITNOUT FRIES 2 USE-CFFILE BLOC. ZZ, "woe —GRATE TOP 51515 INV IN=5I3 E4'PVC 'CONNECTION UNKNOWN AVV OUT=511W44"CMF e 7� SOIL TYPE 16 a SCALE 1-20 T B zD' J2��ALrx or� b Z: CLINT W. y: V S F LET > Lie. N . R/i 2< 06-.202I C �N.. N.I•N 'mE BE >E 6� EX k�a �££ ppV €V CA �HU $w 0 O I2-30-2020 A. FONTATNE •• ESIGNED SY C. SHLFFLETT • CHSKEDa CSsl�EETT • • I-11 3 Z N s w g O =� w zz Z � u)£3' s ' a a Z Z O a LL o N¢ > y W Yi LL ZwmaF' 0Z a 0 1 O } > J J D. �0 0_ a. I. 8 Ngyp: 2PP;P;��z; L Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. This site discharges to impaired waters as detailed on the following sheets. Enhanced inspection frequency is required as outlined below: (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. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 8. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.) Mr. Reid Murphy 400 Locust Avenue, Suite 3 Charlottesville, VA 22902 434-977-6406 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County 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 imprisc)nrnerit for knowing violations." Owner/Operator Name: Company: Title: Signature: Date: Mr. Reid Murphy 400 Locust Avenue, Suite 3 Charlottesville, VA 22902 434-977-6406 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A formal, signed delegation of authority is needed.) Delegation of Authority I, (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative". Operator Name: Company: Title: Signature: Date: Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 12. Inspection logs INSPECTION FREQUENCY: (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. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County