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WPO202200005 VSMP - SWPPP Approved 2022-11-23
AL2i COUNTY OF ALBEMARLE y Department of Community Development {{ 401 McIntire Road, North Wing 1' Charlottesville, Virginia 22902-4596 Tel. (434) 296-5832 • Fax (434) 972-4126 Stormwater Pollution Prevention Plan (SWPPP) Project Name: Castalia Farm Winery WP0202200005 Address: TM 65, Parcels 11 D, 11 E, 13 Prepared by: Shimp Engineering P.C. Prepared for: Castalia Farm Winery SWPPP Preparation Date: 11/23/22 APPROVED by the Albemarle County Community Development Department Date 11/23/22 (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. 17-405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 1. Registration statement Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) REGISTRATION STATEMENT 2019 Application type. ® NEW PERMIT ISSUANCE (CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ EXISTING PERMIT RE -ISSUANCE Section I. Operator/Permittee Information. PERMIT #: PLAN/ID #: TECHNICAL CRITERIA: IIB ❑ IIC ❑ 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: Castalia-Cismont Investment LLC Contact person: Jodi Mills Address: 200 Garrett St, Suite 0 City, State and Zip Code: Charlottesville, VA 22902 Phone Number: 434-466-5634 Primary and CC Email: jmills@stonypointdg.com; rick@uhlerandcompany.com 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 IN 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: Castalia Farm Winery Address: 801 Castalia Farm City and/or County and Zip Code: Keswick, VA 22947 Construction Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Stony Point Pass at 38.066617,-78.324845 Latitude and Longitude (6-digit, decimal degrees format): 38.064086,-78.330966 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): 11.66 acres Primary estimated area to be disturbed (include portions with Erosion and Sediment Control Plan approval only): 11.66 acres Off -site estimated area to be disturbed (if applicable): N/A D. Property Owner Status: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE IN E. Nature of the Construction Activity Description (i.e. commercial, industrial, residential, agricultural, environmental, utility): Commercial 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: 12/1/2022 Completion Date: 8 1 2023 H. Is this construction activity part of a larger common plan of development or sale? YES ❑ NON Rev 11/2020 PAGE 1 16 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 020802040405 Mechunk Creek 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: No offsite activity anticipated 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: Will a 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 IN 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 IX 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 fallowing 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 (0) 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 (M54s), 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 similarpoliry-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 lows 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 (H) 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 possibilily of fine and imprisonment for knowing violations." Printed Name: Signature (slgned in ink): Date Signed: / M 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: Department of Environmental Quality Office of Stormwater Management Suite 1400 PO Box 1105 Richmond VA 23218 constructiongp@deg.virginia.gov If the locality is the VSMP Authority, please send to: 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 (h) 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 (M54s), operator means the operator of the regulated M54 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 far 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 DEQL s web -based GIS application, VEGIS, to obtain this information. • VEGIS application link: DEQ's VEGIS Mapping Application • Instructions for utilizing DEQ's 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 (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 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 oroiect? 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/StormwaterM a nageme nt/VSM PPerm its/Constructio nGenera 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.) Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 3. Nature of activity THIS PLAN IS FOR THE CONSTRUCTION OF ANEW PRODUCTION AND BARREL STORAGE FACILITY FOR CASTALIA FARM AS WELL AS AN ACCESS ROAD OFF OF STONY POINT PASS THAT CONNECTS THE NEW FACILITY TO THE EXISTING TASTING ROOM. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 4. Erosion and Sediment Control Plan. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A NEW ROAD AND TASTING ROOM FOR A WINERY WITH STORMWATER MANAGEMENT FACILITIES. THE TOTAL AREA OF DISTURBANCE IS 11.66 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.. 5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS A PREVIOUSLY DEVELOPED LOT WITH WOODED AND LAWN AREAS, EXISTING RESIDENTIAL BUILDINGS, AND PRODUCTION FACILITIES FOR AGRICULTURAL USE. ADJACENT PROPERTIES ADJACENT PROPERTIES ARE OF A SIMILAR CHARACTER TO THIS SITE. THE SITE IS BOUNDED TO THE NORTH BY WOODS, TO THE SOUTH BY LOUISA ROAD, TO THE EAST BY FARMLAND, AND TO THE WEST BY STONY POINT PASS. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE DISPOSAL OF SPOILS MAY BE REQUIRED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: DYKE SILT LOAM - HSG B RABUN CLAY, SEVERELY ERODED - HSG B MEADOWVILLE SILT LOAM - HSG B UNISON VERY STONY SILT LOAM - HSG B HATBORO SILT LOAM - USG B/D CRITICAL EROSION AREAS CRITICAL EROSION AREAS EXIST ADJACENT TO THE STREAM BUFFER AS SHOWN. RESPONSIBLE LAND DISTURBER: TBD TABLE 332-1) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Il - Commercial or Residential 175-200 tbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% Bich -Maintenance Lawn 200.250 lbs. - Kentucky 31 m Turf -Type Tall Fescue General Slone (3-1 or less) 100% - Kentucky 31 Fescue 128 tbs. - Red Top Grass 2 Ibs. - Seasonal Nurse Crop • 20 lb 150 tbs. low-Mainterfance Slam (&Met than 3:1) - Kentucky 31 Fescue 108 tbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop ' 20 lbs. - Crowmvewh 20 its, I50 lbs. • Use seasonal nurse crop in accordance with seeding data as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye " Substitute Sericea lespedesa for Crownvetch east of FarmviHe, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). IEFlatpea is used in lieu of Crovnweteh, increase rate to 30lbs./acra All legume seed must be property inoculated. Weeping Lovegrass may be added to any slope or law -maintenance mix during warmer seeding periods add 10.20 Hrs./acre in mixes. PERMANENT C8 Not To Scale SEEDING (PS EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. TEMPORARY DIVERSION DIKE (DID) - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) - 3.11 A RIDGE OF COMPACTED SOIL OR LOOSE GRAVEL CONSTRUCTED ACROSS A DISTURBED RIGHT-OF-WAY OR SIMILAR SLOPING AREA TO SHORTEN THE FLOW LENGTH WITHIN THE DISTURBED STRIP AND DIVERT THE RUNOFF TO A STABILIZED OUTLET. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITTLE OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY, AND GRAVEL STRUCTURES ARE APPLICABLE WHERE VEHICULAR TRAFFIC MUST BE ACCOMMODATED. STD. AND SPEC. 3.11. DIVERSION (DV) - 3.12 A PERMANENT CHANNEL WITH A RIDGE ON THE LOWER SIDE CONSTRUCTED ACROSS A SLOPE TO REDUCE SLOPE LENGTH AND INTERCEPT AND DIVERT STORMWATER RUNOFF TO A STABILIZED OUTLET AT NON -EROSIVE VELOCITIES. STD. AND SPEC. 3.12. TEMPORARY SEDIMENT TRAP (ST) -3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SEPC 3.13. OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. ROCK CHECK DAMS (CD) - 3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC. 3.20. VEGETATIVE STREAMBANK STABILIZATION (VSS) - 3.22 THE ESTABLISHMENT OF APPROPRIATE VEGETATION ON STREAMBANKS TO PROTECT THE BANKS FROM EROSION. STD. AND SPEC. 3.22. STRUCTURAL STREAMBANK STABILIZATION (SSS) - 3.23 STABILIZING THE BANKS OF LIVE STREAMS WITH PERMANENT STRUCTURAL MEASURES TO PROTECT THEM FROM EROSION. PARTICULARLY APPLICABLE TO WATERCOURSES WHICH MUST PASS INCREASED FLOWS DUE TO UPSTREAM DEVELOPMENT; NOT APPLICABLE TO TIDAL STREAMS. STD. AND SPEC. 3.23. TEMPORARY VEHICULAR STREAM CROSSING (SC) - 3.24 A TEMPORARY STRUCTURAL SPAN ACROSS A LIVE STREAM TO PROVIDE VEHICULAR ACCESS TO CONSTRUCTION ACTIVITY ON EITHER SIDE OF THE STREAM WHILE KEEPING SEDIMENT OUT OF THE STREAM AND PREVENTING DAMAGE TO THE CHANNEL BED AND BANKS. STD. AND SPEC. 3.24. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. EROSION & SEDIMENT CONTROL PERMITTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. STORMWATER MANAGEMENT SWM QUANTITY: SITE RUNOFF IS MANAGED BY TWO (2) BIORETENTION BASINS AND FOUR (4) DETENTION PONDS WHICH WILL RELEASE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION. THIS PROJECT WILL DISTURB AN AREA OF 11.66 ACRES WHERE ALL NEW IMPERVIOUS SURFACE RUNOFF WILL BE ROUTED TO NEW BIORETENTION BASINS AND DETENTION PONDS. MOST UPSTREAM DISCHARGE FROM EXISTING STREAMS WILL BYPASS THE DEVELOPMENT. BMP COORDINATES: BIORETENTION BASIN #1: 38.064823,-78.329792 BIORETENTION BASIN #2: 38.065694,-78.328394 SWM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65. PER THE VRRM SPREADSHEET, 6.41 LBS/YR OF TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. TWO BIORETENTION BASINS PROVIDE 4.70 LBS/YR OF PHOSPHOROUS REMOVAL. THE REMAINING PHOSPHOROUS REMOVAL IS ACHIEVED THROUGH THE DEDICATION OF 5.00 AC OF OPEN SPACE. PER THE VRRM SPREADSHEET, NO FURTHER TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: 77W2 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare 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 or undisturbed for longer than 7 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the city Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, 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 upslope land disturbance takes place. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfoll device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: Cut and fill slopes 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. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: 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 to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels 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. 12. WORK IN LIVE WATERCOURSES: 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 fill may be used for these structures if armored by nonerodible cover materials. 11CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: 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 for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling 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 safety regulations shall be complied with. 17.CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed 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 apply to individual lots as well as to larger land disturbing activities. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after 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 further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTF_SVH.IT VA. 22902 JHSTIN@SHW-ENGINEBMG.COM O��tipl n Off, Gf 2 v IMP Y i .N .45183 !d�22 Fss/Hofer V, VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S NARRATIVE 21.060 4- - II �_SHEET 8 I�� --- ----- AUSE PERMANENT DITCH ESIG \ 1 1 1 FOR DITC¢H #6 ON SH ET C1- - V FOR GWD DMENSION$ AND LIN----------- -- - AA -- / o // ' h�� SEDIMENT TRAP /4 h / / DRAINAGE AREA = 208 tK ST 4/ / O '� �8°�'��_----- � USE pERMXiJENT DITCH DESIGN FUSE OR DI MANENT�DIIT ET�SII6� �� x _ wJ FOR DITCH #6 ON SHEET C16 FM 60 DIMEN IONS ANf� UN �y " FOR CWDvDIMEt�IONS AND LINE Vy \\ v\ ��� s - - iv -mow I I:1 / f \\ \\ ` \ ---- \ GSE PERMANENT DITCH DESIGN w ` / USE PERIMA EN DIITCH DESIGN k A A / A V v� / OR DITCW#5 ON SHEET C16 / I FOR PITCH N $HE14T 016 1 I I � \ \ / FOR DV 01MENSONS AND LINER �� FOR qWD DI EN IONS AND LINE �y � ;. \ � I�I / ' 1 I .� 1 11 11 1 i r f _ x_S vX�x ��JJ\r �T ='� i x�( \�\\ V v USETYP. DETAIL ON SHEET pi CWD DIMENSIONS AND LINER I ST +II' �-' -r 40 v v v v w v yv� v v •, / / I k � v v v v v v v d / (o f rn l a / v V v v v / / 1 A inhw / v v� ` v `�, / / +� I+�I I I I l / // vv `V vv ��� //+. _LIMITS-CF DISTU_B- NCE 7 11.66 C I r / 6' A\ I II IA\ \ AV A\V A\ vv \v �8�--� 6L / r `\ \ \ \\\ \ \ \ \\ \ 5 ` `\ ` \ \- - - - - - - - / vv v \ -- 6tiN �.A --_---- U 4TF. DETAIL QN SHEET Cx CWD DIMENSIONS AND LINER \ V A VA� \\�\ \ \ \\ \ \ \ \ \ \ O I / 6 \ \ \ \ \+ §F�p \EN��IT II DSIGtT w Q DIM \4� \ ------ \ \ \ FOR \ M A W R\ 1--- - i- / \ \ \ \ ` �\ \ \ \ \ \ \ \ \ ------ O 0 (n r \ I \ + \ � \ \ \ \ \ "\ \0F \DISTUR�ANC� = 11.�B AC LLI < \ \ U/) �AgNG/STOCKPI ARF� + \+ + l� Al + /Xv r x S DIMEMT T P NY DRAINAGE A'k p 1.90 AC x� \ / Q-- TMP T ��� ,' o �/ CASTALIA=C \ ✓' / ' h� / - - - i� INVESTMIN `\ / 'FOR DIYCI+AE g�fTKI DEIGN UGT STORM Gh�UDT6 , /��/ / FORpv DlrfoNs r(Nq uNER 0 AIM=604.9 ,�� . 5 0 50 00 150 / SEDIMENT TRAP L1 C9 SCALE: 1"=10' z SEDIMENT TRAP k4 Cs SCALE: 1"=10' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV �DPA \!l\! T() SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS Ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3.INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SME VA. 22902 JHSTIN@SHA1P-ENGHIEBMG.COM OF o�' Grp i 2. v IMP a i .N .45183 Io�lzz�' SSIONAL VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S PLAN PH1 21.060 -Seas C9 s1 - - - - - 000 LA �\ v v v vA v v v v v v v v------' A �� SE PERMANENT DITCH DEIGN 02 DITCH #8 ON SHEET C1f \ \ \ \ \ FOAVCWD DIMENSIONS AND LINI \\\ \ v-_j\ _ \ \ \ \ \ \ \CoCo \ \ \ \\ \ \ T) p \ \ \ \ \ \ -600,��S/E/ 7/YP11 . DETAIL N ON SHEET C1fl V A px7- x-x\-- x\X\- x-\x CWD DIMENSIONS ANR LIN�R\p A \\ \� \S!AGING/STOLKPILE AREA\ 59V \\ \A V\ \ V\A\ \ V \A \\A A\ \A \\\ \\V\\ A\ V\ \\A\A\ A\ \\\\\ \\ \\ \\V \ \ A\ \\ \\V \V\ \ \\ 1 1 h / - Lx -xv rx -x x -x�_x __ -- \ \\ \\ \\ \ \\ \ \ \\ ----596 \ \ \ �\ \ \ \\\\ ITCH DESIGN \ \ \ \ \ \ \ `� MEET C16\� dl C) \\ 1 \ \ \ \ \ \ \ \ \ \ AND LINER - \ \ \------- _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ 1 \Nmomm, \ SEDIMENT AP #2 \ \ f i \ \ �---- ® �� \\ _ -�i-- o /y \� 1 \ `1•X �� � cJ\ \ \\\\\ \\\ \\ \\ �---''/ \ \ ,\\\ \\\� \ \ - �\ p` / 1 \ t \ \ r \ \ \ \ \ DRAwncE A A = z.ss Ac - T� \ - e \ I s o\\\ \ \ \ \\ \ \\ Onn111, R%w ROO ® \ V A V \ \ S€ PERMANENT DITCH DESIGf� Nunn�� v\ � \ I \ +� V A LinV A\ I V A A v A l + FOR -DITC+F 1D_ ON-sHEET-c%- - _ � NOR ..T 41 FOR DV DIMENSIONS AND LINER - 590---- a vv A, ■ / A V v� ----- v / ,A �1 ILoV / vvv v Hi I w \ I I I I I / IMITS'0,-DTSTQ = 14.66 AC ST #2 ---------- \ \ t�i `\ d \ \ \ \ USE A NT DITCH DE +) / \ \- FQK TCH #11 N SHEET C16 y) \\\FOR V DIMENSIONS AND LINER �a ,n \ \\ %��' \\ \ \ \ _-' �� �� \� \ \ Ion 1 `1 \ I `�\-\ \\\\1 I OI \ �\ _ XN +1 _x �\ x \\ \\ \ -----_ \ \ \ t000, AL Ao \\ �'p \\ \ \ --- - � \ \ \ I I ICI \ � I I 1 1 I I�'I x I� �� / +` i� 1 1 it 1 I I I I I I I I I / ♦� \\ \\ \\ \ \\ .580------__ \ \ \\�\�\ // `� i \ �►I 11 1 1 I ♦, I �X_ / /+/� Lf - - - - -- ---1� \ \ \ I �I 1 I Q \ \ __ _ I '1 vv v v v --' - ` 1�x sx� ---- -- -/ \ \ \ \ \ �x I� 3 � - / vv S68 v- '- X \\ \V 1 �-V - ------------- - / X' \ \ - ---- S66 vvv �� - - _-- - - `v\�� �\ \\ �/ SEDIDRAAGE ARE #3\.sV ACA AI -- I it i 111 I l S/T 3 � 5 23. 1 )SEDIMENT SEDIMENT TRAP #3 C10 SCALE:1"=io' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU D0 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3.INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5.INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVOJ.E VA. 22902 JHSTIN@SHA1P-ENGHIEBMG.COM OF o�' Grp 2 v IMP a i .N .45183 ro� l zz �;� ' SSIONAL 6�L` VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PHI 21.060 clo 1000 \\ \ \ \\\ // /// / / / // / // / // \ - \ \ \ \ DITCH g SE P v \ v v v v v v v A vv &i \I\ \ \ \ \ \ \ \� \\ \ \ / I / / - V Cv -94 \ \ \\ \ --- vvv------- I / USE PERMANENT DITCH pESIG I i FOWDDIT¢H #6 O� SHEET- _ - -- --- C18 F DIMENSION AND LINER / \ \ \ \ �� - --' / / / I / oO v - - 88 ST # \ \ 1- - - - - - - - - \\ �148C6 v 1 E�Ev. �vv vv vvv v vv v v -7 vA // / / / I 1 1 AI A v \ v v 1 1 v v v v \ I / 11 71 / ° v S�AGING/STOtCPILE v v v A \ \ \ kcN # //IP �s°o \ \ \ \ 88 \\ as o -----" DPE // 90 LF 8" PV \ 0 \\ \\ AS INV\Pv F $84.5 \ Cam- .. 98 I IN IN q/80.00, --INV-tI�5ff3 0 \ V. O�1T 4.0 \ 1 I I� \ \ \ ( / / I�JV.YOUT 872.50 I / INV. OUT 5 2.50 \\\ \ OIN \ \ / OSE DERMA ENt DIITCN DESIGN \ �\ \ ; \ \ / 000 � 94 92 FOR DITCH N SHE T O18 � Iv \ V A 1 I I I \ \ \ \ / FOR GLWD WI EN IONS ND LINE �I / ' \ / b - \ \ 1 \ �� �' T� I A \ 2 __4 -- _ 26+ - - / -- 9 LF\12" DPEL*VO _ I 1 1 \ \ \ \ I I D \ \ O_ _ I �oT-� X-a- - _ y 1� / a75 - - / 00 2 +oo z4+ 0 3� oo - \\ 1� 00 v v v I I �c \v v 1 / \\ ,\ 7}00 �� -- - --- - _ _ I 3" BER 8 78 \ INV. 6.00 .. ,=t.,,< i:.... t. \ Moir 1 \ le� \ 1050 SF GRASS FILTER, x � 4R,A}E X \` TRIP PRETEATMENT\STRIPRIITRLM NT \ rU \ 1 LF SCHc 40 \ \ .t I 30 LF CON \ \ a y \ ® RF. VC UNDRDRAIN \ \ ELEV. 114iJV.A 72.50 \ W \ \ 4\I00 yF M'BI�ETENTION\BASIN N2 \\ \ \ \ \ / / / \�\ \ + / \ \ 2 2ILTE TOlaE`-DAEDEPT TOP574.p000 I 0 �v A v vv A / V A V A� A\ / 1 58 LF 36" CMP CULL€ V A v A / / V 1 V A t ST \ ' 19/ FLARED END SEC V A v \ / \ V A V A� A #2 \ S V A \ LLI I , �Ny. IN 587.50 A A A A - - _ A �\ \ V A I 1h \ \ \ SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS v 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. YI I I II I I P,/ CCOUNTERSINK 6'''�NOTIFY - V A A\ �\ / ) A\ V 11� \ \\ \\ \\ W "1 I I I I , I / 1 \ ENGINEER OF ANY GR- \ \ \ / / \ \ \ 1 \ \\ x \ \\ I \ ` \ \ v v / I I I I Id / `_ DISCREPANCIES PRIOR To V A / // I ��\ V A A �\ + \ \\ \V A --' / 1 / I I - SETTING PIPE V A A A / A \ \ A+ \ v v A V oCo ko5�`- A A v v / A V� / v v v v /� � ®-x v\v v srA v v \ v \ SHIMP \ + ---_ -- �, --ENGINEERING2. 00 52 580 LAND PLANNING -PROJECT MANAGEMENT O 912 E. HIGH ST- 434.227.5140 0 DISTURBANCE MTS 11.66 _ CHARLOTfF_SVH.I.E VA. 22992 JHSTIN@SIMV-ENGINEERING.COM s v 6 - - \ U *YP. 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UNDERDR�IN r� }® k Z� \ \\ ERNQ 57! \��r' \- \J \_\ \ ---\ \- \� - -I �\ SUBMISSION: o/Tp \ -- -- 2022.0 .07 2 -------------- -- \\\ \ L\ REVISION: 3'400 SF j BIOR /fEN PON' \ X� \ ---------------- `--- \� \ \ \ �� \ 2' FILTER MEDI DEfjTH, - - - - - - - - - - - 2022.04.14 3' STONET TOP 574. 0 I \ '\ A\ ! r�-- -- ----- ------------- .�\ �� - \ \ ( - ��.) / ��' / IVI I� V AV - - - --- / -\�� -�� v \V AV �l A _�/' / 2022.05.27 - -_ - --- --- _ \ \ 2022.06.20 - vv CLE� � x % TM P 6 5-11 E _ _ = --- - > \ \ \ \\ \\ 2o22.oz21 ' / , 06 vnno WELL1 �\ \ \ \ \\ 2022.08.29 i------- \ - ------ -- \ / / p / ---------- -- - \ 2022.10.03 l o / _ \ \ \ \ \ , � \ \ / / / 340 F/ GRAS FILTER/STRI J. / // PRETREA ENT ARE' /^ -� / // CASTALIA-CISMONT �_ --_ \�\ \�\ \� \ -� \ \ O 4i / / --_ _ \ \ / / A A /' - / I J / I I ` / OJ R) / �/i PERE4PVCF E RAIN / } / v / V A A \ \ V A_ �OJ 3$ LI�CGNC. ,WEIR /-- / '� - �\ \ \ \ \ -\ �`\� \\\ \1\ \\ \\ FILE NO. /o i 5 . D+ - INVESTMENT LLC _ ---\ ' \\ \ 21.060 000, x -- \ \ /f/ / /// o ) � \ \ - --v � � -_,���,, / ,/ / ,/ / / / ,/ ,�,�� /- /� vv � DB 4881 PG 413 E & S PLAN PH2 UGT STORM GFIIPT Scale: 1"=50' U91 P -_vvv _ _ v -Op00 v \ V A \ v u� i SE PERMANENT DITCH DEIGN �." V °'•� A- Q�2 DITCH #8 ON SHEET C1� \ 98 \ FOR►CWD DIMENSIONS AND LI R g6 V v A v vv ♦ 608 _-`F 04\\ 1 c� U U tF A - \ \ 58 v v V v \ vv A P \ v v 0 A v v v A v V v v \/CID V v v v A 00 v\\-� SE DETAW ON HEE7 C1 v v v A A V v \ TAR � \ �r CWD DIMENSIONS AN LIN \ a SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION EW 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 5. CONTINUE ROAD GRADING. 6. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 7. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 8. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. - - - - - - - - - \SiAGING/ST0�1(PIIF /IP a 850 3 v v v v 8 A \ vv v v \ \ F 8" PV \ , __SHIMP / X D a2 \ / \ \\A5 IN V\ 584.5 \ `90 _ / 90 LF 8" PV-- AV D A OINV. OV)T 4.0A 92 94 -- �' _ \ \ 1 I 1 \ \ \ \ \ \\ \\ \ / 1 v A A �A 1 I i� A V A\\V AV A\\ V A\ 1 \ / / INV. OUT 5 2.50 \\ t- - - ----. - � /'-� �- / -- ITCHY - - \ ---- - _ I ENGINEERING2. R7 / 24 0 - - 3�00 X 9 LF\12 DPE �22+00 \ �-' \- o>�' �-_.n. \ \ \\ \ \ \ �Q \ \ \ \ \ \ \ \ \ \ LAND PLANNING - PROJECT MANAGEMENT \ \ IN \ +00 20+00 ___ D - \ \ \ \\ \ n\\ \� \ \ \ 912E HIGH ST 9392275190 \ \ _ T � - L - \ -- 17+ I \ �` l \1 \\ cuAewrrFsvnlE VA, z2soz JusTur@s1uME-ENcwEERmc.cota --' -g. \ ST c0 \ \ 2 \y I M \ \ \ � � � ITCH � = --- \ �_ - �..�. \ + \ 1 c r ` \ V'.• _ _ \ V V v �v 1050 SF GRASS FILTER A MTN / � \ \ •. • } STRIP PRETREATMENT \ ��� y\ - - ITCH # 1!�► M NT \ \ --------_ �..�r�. 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ALBEMARLE COUNTY VIRGINIA --- _- -- SUBMISSION: \ �Z2022.02.07 i�i` \ \ REVISION: \c / \ � °� - ' �/ c 2022.04.14 ------ A \\�I 2022.05.27 T\2022.06.20 N 10. X\\ 2022.07.21 00, STREAM BUFFER --- \ �/ 2022.08.29 \ UP / 1-1\ 2022.10.03 FILE NO. u 21.060 - --_- _�TMP 65-11D --j _ - _ \, /--� _ / \��I I � ,-r �� E & S PLAN PH2 - --- INVESTMfdT LLC \ ° ' \\ ---- - \ \ \ \ -�� \/ / 50 0 50 100 150 -----_ ------------------- \ \ - / Scale: 1"=50' - ----- -- ---- , ��,, � �\ �, �'I \I � \ DB 4881 PG 413 -��- - \� '��--\ �' ,' U P � � �C12 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. 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IN 82.50 / INV. - \ \ 0 OINV. T I p - -\ - +\ +�+I +\+ \+ \+ t + + + + + 98 N -- iN 583 0 \ \ g? \ 4.0 g � � 94 I I \ I I�V. OU 72.50 I // INV. OUT 5 2.50 \ \ I I +1++\++�+\ +�+�+ I + + \ \ \ - DIT 1 1 \ \ \ \ IP \ \ ``\ / �-�- \� Iron -� - - - 1 \ X815s� �� -- - �- 26+00 _ \ - -I�\ V A 2*00 1 R> / 24 0 3+00 9 L.FV12" DPE `22+00 \ � G _ - \ \ -= 1 / 3" BER \ IN 0 78 8 - 6.00 f ��BITCH 10 �.,DO _ = ,. - \ \ \ \�\�� _ \ y \ `--` \\ \•• CC 1050 SF GRASS FILTER, \ \\- `) rn \ \ STRIb� H'�LT' M NT \ \ U + STRIP PRET BEATMENT -_ \ 9 _ ` A ITE U k. \ BB \ \ 0.55 AC DISTURBANCE \ \ 4 � o LFT" SGH 40 \ 2580 LF 20' PAVED DRIVEWAY - -- / 76 x ® RF. VC UND�RDRAIN \ \ -590--- ;/ 84° yV '� vv vv WITHIN STREAM BUFFER v� vv 576.5 e ' v 11 v.v 72.50 v v / \ C \ 4b 00 yF B ,RETENTION \BASIN #2 \ \ � k +\+\\++ \ \ \ / / , \�\ \ \ \ \ + \ ( FYLTE A DEPTH, 110P 576.00 \ \ \\\ �---------�-- /' A1' + + i ,�%MFj CWLV� \ \ \ / �' \ \ \\ \ / - \ �2. \ 2. $' T ECbEPTH, TO0574.00- 1 +58r Fr 6+ + + V A v / / ( \ I V A V� V \ \ ' i ' N I A 1 � + +\i+4k �f�ARE�D SND+SEGTI� \ \ \ / / \ \` \ \ \ \ \ � 162 \ \ \ � �� � + +. + + + + +1 +� V A A A A V I \ V A V A \I � 18 V �.p. QyF 8" SGH. �Q PVC \ V - / fi 1 2.50 � INV.'111 +5+8 \ \ \ - \ \ \ 1 � i` \ 8 I "J INV. OUT 757000 I I I I+ + + + + I+ + + + + + + \ \ \ \ / 1 \ \ l I / I X, CO A T� tf 6' A \� V 1 \ V� 8 V A V - / t I+ I+ + +I + +/+. + + + - $I k+ +N!}11FY + \ \ \ / / 1 \ - - I / / + I+ + +I + +) + + +/+ + + \ a � IWEEW OF A44Y -GRkK+ \ \ \ \ / / I I I \ \ \ \ �\ \ k TENTIOIJ POND - I +I +I M I / a\ \ + B�T\TOM EL V. 572.00 + + + (0 + + + + +DISCRE-PANCIES PRIOIF TZ'1 \ +{I+I +I '� t ai +QO+ d + + �+ + + +SETTING FIPE` + + \+ +I�+{+ I+I+�++�J.+++++++++�++ + 4�+++\ \\ \\ _ // / I1 \60"\CONQ. ST�ANDPIfP `-F O 1+ +t+ +/ + +l + + G)�`+ + + + + .. \ \ \ \ / 1 \ �21M F\LEV. \575.OQ \ / + \ \ \ \\ �1 / `1 \ \. \ \ \ \ \\ 1 i I I I / / \ / / I I \ 3\?LF NP + I+IINV. 0qFF � -580 t� -_- \ \ \ \ \ \ \ I / 50 0 50 100 150 \\-MITS-OF DISTURBANCE r 11.66 AC I I I I I Scale: 1"=50' 1001\ \\ - - - - - - - - - - ' vvvv \vvv ` -- - /'/ // I I NOTE: - --- - --/ / STREAM BED AND BANKS SHALL BE STABILIZED WITHIN 5 �6 � --___ - / I / 7 DAYS FROM THE START OF BACKFILLING. NOTIFY \ \ \ \\ \�\\ \\\\ \ \ \ \ \ / ALBEMARLE COUNTY INSPECTOR. I\ - \ \ \\\ \ \ \ \ \ \ \ \ \\ ----- -------/ 7 2 vv vv vvvvvvvvvv� vvvv vv STREAM vv �v vv �v v v vvvv v v0� vDI3TURBANC`& = 11.�r6 AC -k \ v v vvv�vvvvvv vvv v V v \ <v / 0 0// wv iN 5" Pvc I � vv vv v` v v v v v v v v < LEGEND / / X 17 INV.pUT150500 1 `�►\ \ \\ \ \ \ \ \�\\\ \ \\ I \ \ \--`i�___.__._... I \ 240 8 LF 6'RCH. 40A / 240\ G<(lE.(1TIvlEN ATRI \ RF. PV�?UNDERDR\AIN J 10G BUFFER DISTURBANCE ,. \� \ 571.501 NC ANDPIP O/ � � E r / � l `\� + + + + o /°h / / A \ so /- / MITIGATION REPLANTING +++++++ c��./ / / / \ \ 20 LF GROUTED \ _----' EMERGENCY SPILLWAY \ 2'400 SF/BIOR&ENT)ONIELEV. 574.50- ,��� / r FILTER'MEDI/C DEPTH r P i \I \ \ \ STREAM BUFFER \ Ir' TGNE,�EPTO, roP/574. 0 11 I• V `----------- /30 LP 2¢"'HDPE \'_ _ "Ri k9E7 lbUT 578'00. - � INV L - -- _ PROPERTY/LOT LINE Eil1¢! u F I 7 $ tF 45'SeH -4e f5vc / / / , OB VATIOfJ WELL NV. IN 571.50 T M P 6 5 -11 E / `INV. OUT 571.00 1 / fI/f 340 2SF/GRAS RLTER/STRIp/ • / ,�/ I \ Tx I ND -/ / // // / / PRET,REA ENT ARE/' / �6 9ELEV. 572.00 /''. f "SGfy ON81!h } -_ CASTALIA-CISMO \ I Tp pc/ pJ�' �J �Od / i' PERE. PVC _SE AIN I�j°' OJ ,`'D %O /� Cp/ / i' i 1 5 0 \ / L�cONC. "WEIR/ i ` + .576.50 - INVESTMENT LL Endo woo DB 4881 PO 41 UGT STORM GfVT ° \-RIM=604.9 =on ..mi 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION S� 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE T TRAP DRAINAGE AREA EOFNCONSTRUCTION SEQUENCE PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST_ 434.227.5140 CHARLOTTE_SVH.I.E VA, 22902 JHSTIN@SIMV-ENGINEERING.COM OF Grp 2 v IMP a .45183 �SSIONAL V- VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PH3/ MITIGATION PLAN 21.060 // / C13 10 -�Nil - V vv v\ v vv vvv vv vv v v v v Av v'- 8--- /very\\ Og ,� - 04, �\ v �v 4 v vv vv v v v F/ A A v v V A \ \ '60 2v v v A \ 91 \ Vo 02 �� �\ // vv v vv vv -600 vv �� A/ Co v A \ 00 CO s �9S V / 1 1 �"� \ \ 9 \ 6 � \ IN V\ 584.5 \ \ 90 \ 92 94 O INV. �� 4.0 IT H �� - -- A �1► A V A A VUj CP V A \ \ \ \ \ \\ v v �+00 v- - v-2on oo - 76 v sLoo v v v v v vv v - \ 1s+ o \ � S, , \ \ _-- v`� v 0.46 AC MITIGATION AREA + 10 s4 Dvv ,7+ _ vv WITHIN STREAM BUFFER +�++++++, k1M05O SF CRASS FILTER, \ \ - D1TCH � � � � A # � � V A c + + + + + + +- \ \ - x + + + + + + + + +� 1 " \ \ \ \ UCNDTRDRq NETF�E\TMENT \\\ \\ - 590--- y \ \ 1"1\ 6X- / / \ \ \ \ 1\ '\ \ + + + + + + + + + \\ \ �, 0.23 AC DISTURBANCE WITHIN ITCH - - ---- - ,... -- \ \ \ �h + + + + + + + + + k4% 2580 LF 20' PAVED DRIVEWAY \` 1 1 \ \ \ .+ + + + + + + + + + \\ \ / 0 V A A A A �, �► / / V A A V A l IN 1\ V \ I +++++++++ VA A WP-2 L &r BUFFER ION\ \SIN z \ \ ��� _�� _ \ \ \ \ �I \ 1�1 1 \ \ I +-, + + + + + + + TOPI5574.00 \\\ \\\ `---- ��\\\\\ IMIT��OC�T�TQ�� �� 66 IC II 1 \ 1 11 I\I�1ii h 11 II / // ++++++#+ + ±++++ +++ +\ ,\ \ ��.. 1_. T75 000\ PVC \\\ \\\ ���\\\ \��\\ \�\\ \/,-\ / c� I II I`; hS;> 1 \ \ \1\\ tf�l IN /�/ ++++++++++31a5+1+� OX CWLLUM-IN 8+\\� 'I VDOT CGE11 ----- \ POND V A �� l A v i A 1 11 I I � 1 ++++ 1P t" ItP44 i �E + �' 8 �x _ A CE \ \i I + + + + + + a + + \ 60 x� FNTR N s7z.00 \ \ _--, \ \ \ \ \� o + + + + + ,Ilih H€AoWA4L + ------ \ \ \ \ u0 + + + + + + + + + + , J + + + + + + + + + ox U + + + + + + + 48 \ v �' A V A \ + + + + + + 0 d Ill I / v v oo �-- �\� \�0 x + - 580 LV� _-- \ 5 (n �, � ;_ ----_ -- --� __ ___ - __---/ \� \\\ \�/ \/ II 1 � \I i i \ \�\� --- _- _ v� �v v v� � II /0 g 6 ��LV/� \ ----- / \ ��� \ \ \/ P 1 I \ 4 I�F1411S vJ\ ---_ -----_ \ \ \ -\ \ ---� PERF. IVC WNRE / ��� --- V �� \�v ` IYV.\ 6. OP - - \\\\ \\\\\ \`�\/I it DE52TI B -- I ILiIIIII� 54 �F 4\' SCH. 40 PV / III INi. OUT 545.50/ \\N�\\ BUFFER AREA DISTURBED: 10,100 SF = 0.23 ACRES DISTURBED WITHIN 100' BUFFER MITIGATION PLANTING CALCULATIONS: 90.23 AC AREA DISTURBED WITHIN STREAM BUFFER •0.46 AC REQUIRED 2:1 RATIO MITIGATION AREA (2xO.23=0.46 AC) MITIGATION SOLUTION REQUIREMENTS: RECLAIM 0.46 AC OF STREAM BUFFER BY REMOVING DEAD TREES AND INVASIVE SPECIES. MITIGATION STRATEGY: CLEAR DEAD TREES AND INVASIVE SPECIES AS DIRECTED BY A CERTIFIED ARBORIST WITHIN THE STREAM BUFFER. MITIGATION OUTSIDE OF STREAM BUFFER: N/A LEGEND 100' BUFFER DISTURBANCE MITIGATION ARREA (INSIDE BUFFER) +++++++ STREAM BUFFER PROPERTY/LOT LINE 12 woo + + + +r +� +l + + + \ > ! \\ \\ S+ + + +\+ + + � + + + f + + + + + v \ \ \\ + + + + + + ENTION POND / +++++ x OTTOM ELEV.\54 . 0 �� +++++++ 3 STONE AT 6" DEPTHy - + _ \V OP ELEV. 546.50 \ _ /- \ L \ \ \ 9 L 12" HOPE U P \ X �S INV.IN546.00 O Wd\OLIT 545.00 U P �4" emp S\TANDP(PE RIM (ELEV. 549.00 2" ORIFICE ELEV. 546\5Q DOTE: STREAM BED AND BANKS SHALL BE STABILIZED WITHIN 7 DAYS FROM FHE START OF BACKFILLING. NOTIFY ALBEMARLE COUNTY INSPECTOR. 50 0 50 100 Scale: 1 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION VS 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - - - - - - - - - - - - - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. 1V 150 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA. 22902 JHSTIN@SIMV-ENGINEERING.COM -��pL H p7' _ v IMP a i .N .45183 ro� �-4810 At 1 u VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PH3/ MITIGATION PLAN 21.060 C14 VDOT #1 - COARSE AGGREGATE DD�IIIII�IIIIII��II�� - - 6' MINIMUM TYPICAL GRAVEL STRUCTURE 1 � RIGHT OF WAY DIVERSION C15 Not To Scale EC-3 MATTING KEY IN 6" 10% SETTLEMENT � y V FREE BOARD Flow 18" MIN. Flow I TYPICAL CLEANWATER DIVERSION CLEAN WATER DIVERSION (CWD Not To Scale Compacted Soil 3 ) DIVERSION DIKE (DD C15 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 112 - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. 4 MULCHING MU C15 Not To Scale TEMPORARY CULVERT CROSSING VDOT #1 COARSE AGGREGATE 6" DEEP 1/2 DIAMETER OF PIPE OR 12 WHICHEVER IS GREATER X, ELEVATION VDO' AGG' CAPACITY OF PIPE CULVERTS TOGETHER = FLOW EARTH FILL COVERED BY LARGE ANGULAR ROCK FILTER CLOTH GULAR TR .L EC-3 MATT KEY IN 10% SETTLEMENT I i' FREE BOARD Flow- ) DEPTH W. 3:1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOWj® 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. VEE-SHAPED DIVERSION s CHANNEL DIVERSION (D C15) Not To Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (L.olium multi-florum) & 50- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Ammual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 5 SILT FENCE (SF) C15 Not To Scale EC-2 or EC-3 Lining per Ditch Calculations on C16 12' ORIGINAL 1 Z GROUND ELEV. Tap Surface Area DRY STORAGE D2 67 CU. YDIACRE N WET STORAGE 67 CU. YDIACRE D1 .. (EXCAVATED) \FILTER CLOTH \ ORIGINAL GROUND EL=A Bottom Surface Area ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE{{ CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ X DRAINAGE AREA N AC.) DIVERSION off_DIKE COARS(A (RELATE E \ EXCAVATED AREA FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data Weir DA Wet Wet Vol. Bottom Dry DryVol. Top SA No. A B C H (ft.) Z (ft.) Length (Acs.) Vol. (ft) Cy SA (sq. Vol. (ft2 ) Cy (sq. ft.) (ft.) (Req.) (Prov.) ft.) (Req.) (Prov.) 1 568.0 571.0 573.0 3.0 2.0 10.5 1.74 116.6 3.0 118.3 855.0 116.6 2.0 119.3 1947.0 2 569.0 572.0 574.0 3.0 2.0 16.0 2.66 178.2 3.0 193.0 1464.0 178.2 2.0 180.0 2860.0 3 544.0 547.0 549.0 3.0 2.0 4.0 0.61 40.9 3.0 41.4 253.0 40.9 2.0 62.5 925.0 4 579.0 582-0 584.0 3.0 2.0 12-5 2.08 139.4 3.0 148.2 1100.0 139.4 2-0 WA 2304.0 12 TYPICAL DITCH DETAIL C15 Not To Scale CULVERT INLET PROTECTION s�)TEMPORARY SEDIMENT TRAP C$ Not To Scale PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 1 La d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) do ✓ PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a or.-> d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GABION BASKET. OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 utrBH a La ft w e Do ID Do ft 3po ft d50 n d5a 0 14 16 24 2 6 0.5 6 1 20 23 36 3 9 1 12 14 16 24 2 6 0.5 6 6 6.67 8 0.67 2 0.5 6 6 7 12 1 3 0.5 6 6 6.67 8 0.67 2 0.5 6 6 20 23 36 3 9 0.5 6 7 ) OUTLET PROTECTION (OP C15 Not To Scale STONE CONSTRUCTION ENTRANCE 70' MIN. A FILTER CLOTH 151 1 AI SIDE ELEVATION B 12'MIN. x 7V MIN. LVDOT#1 COURSE I POSITIVE DRAINA6 AGGREGATE B TO SEDIMENT TRAPPING DEVICE 'MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION IV EXISTING PAVEMENT s1 MOUNTABLE BERM (OPTIONAL) IV MIN. 10 MIN. SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHW-ENGINEERING.COM pt, n 0P1 2 v IMP i .N .45183 14 122 O `�St i-., ASS/nnlet ENG VSMP PLAN FOR CASTALIA FARM WINERY L TOE OF FILLI SECTION A -A ALBEMARLE COUNTY, VIRGINIA 6 ' SUBMISSION: Source: Va. DSWC _ - o o r_ 2022 02 07 (_ DISTANCE IS 6' MINIMUM IF FLOW - : I 10 TEMPORARY SEEDING TS IS TOWARD EMBANKMENT C15 Not To Scale � FLow A REVISION: j 7 $ ]� 2022.04.14 50' MINIMUM 1 1 I I USE TSTON` rF1 OR ALL " CU V`r�RT"' REINFORCED CONCRETE DRAIN SPACE 2022.05.27 TABLE 3.39-ATOP OF BANK 50' MINIMUM ADHESIVES USED FOR DUST CONTROL *OPTIONAL STONE COMBINATION 2022.0s.20 SECTION B-B TOP OF BANK 2022.07.21 Water Application SOURCE: ADAPTED from 1983 lta land Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 $'t^:Nt141't't? i Dilution Type of Rate o' ry 2022.08.29 YP s' Nozzle Gallons/Acre Adhesive Adhesive: Water No e 2 221 0 . 0.03 Anionic147:1 Coarse 14 CONSTRUCTION ENTRANCE (CE) DIVERSION AND/ DIVERSION AND/ P pray 1,200 *kCLASS C15 Not To Scale FILE N0. OR SWALE OR SWALEPLAN VIEWLatex Emulsion 12.5:1 Fine Spray 235 FLow _ 2.5Resin in Water 4:1 Fine Spray 300 OURCE: VA. DSWC PLATE. 3.24-2Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 E & ISContro Detai s VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE RIPRAP Acrylic Emulsion TO REPLACE SILT FENCE IN " HORSESHOE " WHEN a TEMPORARY STREAM CROSSING (SC) (Traffic) 3.5:1 Coarse Spray 350 HIGH VELOCITY OF FLOW IS EXPECTED C15 Not To Scale 11 DUST CONTROL (DC) c,5 Not To Scale 13 CULVERT INLET PROTECTION CIP) C15 C15 Not To Scale Section 5. Stormwater Management Plan 1. ALL ONSITE RUNOFF SHALL BE ROUTED INTO EXISTING CHANNELS AT RATES THAT COMPLY WITH 9VAC2S-870-66-B(3). SINCE RUNOFF RATES MEETS THE ENERGY BALANCED EQUATION, NO DOWNSTREAM ANALYSIS IS REQUIRED. 2. ONSITE RUNOFF SHALL BE MANAGED USING BIORETENTION BASINS AND DETENTION PONDS. 3. WATER QUALITY WILL BE ADDRESSED BY A NUTRIENT CREDIT PURCHASE TO SATISFY 9VAC25-870-65. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County LEGEND EXISTING E NEW 10 10 1.00' - -310- - 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x q 0 10 11,0 XO 57a'X'c 5787X Tw 5rX aw 0f 1/ i _I DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER (TMP 06500-00-00-011D0,06500-00-00-011E0,06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434-466-5634 OPERATOR (TMP 06500-00-00-011 DO, 06500-00-00-011 E0, 06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434466-5634 ZONING RA DISTRICT Rivanna LEGAL REFERENCE Tax Map 65, Parcel 11 D Deed Book 4881, p.413 Tax Map 65, Parcel 11 E Deed Book4881, p.413 Tax Map 65, Parcel 13 Deed Book 4432, p.3 SITE COORDINATES 38.064086,-78.330966 BMP COORDINATES Bioretention Basin #1: 38.064823,-78.329792 Bioretention Basin #2: 38.065694,-78.328394 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) DEQ NOTE 1. The SWM Forest and Open Space Easement is subject to the guidance set forth by DEQ in the Virginia Stormwater Management Program. The areas will remain undisturbed in a natural, vegetated state, except for activities as approved by the local program authority, such as forest management, control of invasive species, replanting and revegetating, passive recreation (e.g., trails), and limited bush hogging to maintain desired vegetative community (but no more than VSMP PLAN CASTALIA FARM WINERY EXISTING USE Residential/Agricultural PROPOSED USE Residential and Winery with Tasting Room LAND USE SCHEDULE EXISTING SF AC % Impervious Area 396,891 9.11 1.3% Wood/Managed Turf 30,423,611 698.43 98.71% Total 30,820,502 707.54 100.0% PROPOSED SF AC Building 106,425 2.44 0.3% Pavement 428,115 9.83 1.4% Impervious Area 534,540 30,285,962 30,820,502,100.0% 12.27 1.7% Wood/Managed Turf 695.27 98.3% Total Limits of Disturbance = 11.66 ac SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & Topographic Information for Parcel Provided by: Foresight Survey, PC 106 Crofton Plaza, Suite 8 Palmyra, VA 22963 Field Survey Performed: December 17, 2021 Surrounding Topographic Information Taken From Lidar Benchmark & Datum: NAD83 Virginia State Plane South NAD88 Vertical Datum GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing an damage thereto resulting from the work. All of these conditions shall be met at no P 9 Y 9 9 additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Where the flood level rim of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. WP02022-00005 TAX MAP 65, PARCEL 11 D, 11 E, 13 ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1"=1000' -- - SITE Grace Church Walk nt Cismont Market O Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 SITE OVERVIEW C3 EXISTING CONDITIONS C4 GRADING PLAN C5 SWM PLAN C6 SWM PLAN C7 BMP PROFILES C8 EROSION & SEDIMENT CONTROL NARRATIVE C9 EROSION & SEDIMENT CONTROL PLAN PH 1 C10 EROSION & SEDIMENT CONTROL PLAN PH 1 C11 EROSION & SEDIMENT CONTROL PLAN PH 2 C12 EROSION & SEDIMENT CONTROL PLAN PH 2 C13 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C14 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C15 EROSION & SEDIMENT CONTROL DETAILS C16 SITE DETAILS C17 FOREST & OPEN SPACE DEDICATION SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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VCUNDERDR4IN�RE RET571.50� 2022.04.14' vENT ECAS 48" kONC. STANDPIPE 2022.05.27EV. 73.50 0 LF GROUTED — — — — — — — INV2o22.os.2o - SF BIOR ELEV.EMERENCY SPILLWAY 4L0 2(22.07.21 22FI0TE---- _--____jT _----_ _____---DB — ---------3' S5742022.08.29/ r OP,. 0 1' H E�-g-Q0 —_,---------/- -- _ \\ \ \— _/ 2022.10.03 — _ \ \ INV. OUT 57�0 _—— — — — — — — — — — -- \ ^�\ — \ \ \ / \ PAVED PARKING ARE \ / /% />.* / / / I - - -_ IB-PARKING SPACES / / GLEAIJ'OUT� �.. i 8 3S iF�"�EH-4B" )SVG \ �- 3� \ \ \ \ FILE NO. OB VATION WELL T M P 6 5 -11 E - - - \ _ I �. /' / INV OUT 757500 i` �_�-` \ \ �\\ \ \\ \\� \ \\ \\\` / \ \ l \ 21.060 340 �SF/GRAS FILTER/STRI / / \ TENTI ND — �— ---` --__ _ p _ / TSON ELEV. 572.00 PRE EA ENT ARE 7 /-PQ — — Q/ �// 4q-LF " SCR. 4 �/ i— / -- -- -- CASTALIA CISMONT , co �/ ��L OJ �� / PER&. 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HIGH ST. 939.227.5190 \'��\---,'' A\ \ 10'2" SPAN, 2'8" RISE 4� \ \ � c \ \ I l ( \ \ I WITH HEADWALL 1Q `\ r` �' — l \ \ CHARLOTTE_SVM VA. 22902 JUSTIN@SIMV-ENGUIEBMG.COM 4. I I 1 I \ \ \ 1 I vv a _vim \ \ — , W ,-548— v v v v VI / v �\ vop p� \ _ X- —580 uj ----__ — __------ ---- / \ Lu—\ \ `\ \ \mil \I \ I\ \ \ \ 1 +oo \ \ \ I \ \ \\ \ \\\ \—\ IMP a s \ 1 \ \\ i . Np. 45183 I I I I \ \ 50 4 —/ 14 _ \ \ \ \�\\ \\ \ \ \ 11 \\ \ 4 F14" S H. \ \ / v _ _ —� I 1 VPER\. LIN. I I ETTOM E POND /� \v A \ \ F, — — — — — — _ _ \ \ \ �— — cg. / I 1 , \ I INV. 546. pD / / BOTTOM ELEV.\54GQ0 / \ \ \ \ / ` #OPSTONE ELEV. 546.50E DEPTH OP\L SSIONAL. EC\ ------ '' —\`\' \\ \\ `\�\ �' I 11 I I \\ i II i / 52 A N6 0 LF 12" HDPE \ �O I \\ \�\ p U P INV. IN 546.00 INF/\OUT 545.00 O' ✓\ o \ \ /\ \\ \\ III II � / � � UP 1�/n PLAN %— \\�� l �\ \\ \\\\ / // \c I I I I 184 I�F 4 SCH. 40 PV / 4" eMP S RN6PIPE // / \� \\ VS1VIr rI�/1N FOR F I II / I I I I1 I II IN�. OUT 545.50/ RIM tLEV. 549.00 ,�� —\ / V� / \ \� 1 / \ 1 \11 I I I I / 2" ORIFICE ELEV. 546\�\ \\ \ \ \ \ CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA Up / \ \ \ SUBMISSION: o lid- 2022.02.07 REVISION: V 2022.04.14 UP J \ \ \ 2022.05.27 --- ----' \-�� TMP 65-11 D ,'' /� P / - 2022.06.20 \ / \ / / e a' — \ D \ ,-1 / i � � - - - - \\ \ , \ / 2022.07.21 _ y 2022.08.29 CAS�AJA-CISMONT - _-' \�\ ti /' y \\ I �\ - _ / \\ i \ h�'���off/ l � / —J' 1\ 1\\\ \\\, I \ 2022.10.03 \\ \ INVESTWEf4T LLC \ �\ \\ —`\ \ \ /�'�\\� \ // // --%— , U./ I\ l��/ / / ti\ \\\ �\ FILE NO. DB 4881 PG 413 SUP / l - - \ - 21.060 \ /\ / / // —1 / / ` \ —\ `✓ \ \ \\ SWM PLAN i \C6 _/ �/� // / Scale: 1"=50' ---/ 595 590 585 580 575 570 565 560 5 595 590 585 580 575 570 565 5g g5660 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 590 585 580 575 570 565 17 • •• 1 •• • •1 : • R = 5 6.0f M:iaN��c�tfete�= a• • • �I =� — • 1 -Ma:�w�neLtaeraanz. ---� —• •.. �— tom= OWN IMMMM c11�•cancia�aarll�auo�.�rw•n>•I�t�� .i -�I•wYL1•�f f [IY.1.`IJL11717.1./)llllli__ �Inrsirmae�-- TlTn T-)TlMTlTTMTn-hT Tl A CVTAT IIA TIT)nrl TT rl HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' IDETENTION POND_-_••r .. •. e�T�1. . .C.T�I MIRE TRASA RAC;.�iLL•�7Ri.T.1R.�7�— L • : 1 • Ij-M ,0mPYY21!%liEilYlYl•I.2EM111109KE 767»f yTlj 1 i e • e1 .• • 1 •• •• of ••• . •• r 1 ' 1 ea • HIM *wT INSTALL DEBRIS ALL STANDPIPE ORIFIC- 518+00 10+50 11+00 11+50 12+00 2 ) BRORETENT50N VERT. BA SIN 1#2 PROFILE olu 565 560 555 550 545 540 535 5 _ DETENTION POND WSE: 1-YR = 546.89 10-YR = 548.67 O-YR = 549.64 ANTI_ DETAI-I-1E.07 TSTFNG-GRADE R "DEEP # P.-R-ADE ST 2" CONTROL ORIFICE ---_, 4" PERF. PVC INV. 546.00 - UNDERDK 56 F 12" HDP 7 .B.30!%�P-54 . `-CON7ROLO nCE-KV-5415-5O INV. IN 546..00 INV. OUT 545.00 INSTALL. DEBRIS -ALL STANDPIPE CAGES ON ORIFICES. - J/V 565 560 555 550 545 540 535 0 0+00 10+50 11 +00 11 +50 12+0503 DETENTION POND #2 PROFILE C$ HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' 590 585 580 575 570 565 560 600 595 590 585 580 575 570 565 600 595 590 585 580 575 570 5565 510+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+000 a DETENTION POND #1 PROFILE C8 HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' ORE TRASH RACK AND ANTI—V DETENTION POND WSE: 1—YR = 582.33 10—YR-= 584.17 VDOT STD. DETAIL 116.07 4' GONG. STANDPI — R 585.13 E - X.—GRADE- I.D. TOP 584.00 4" CONTROL-OR1F PAop.--GRAD_ C €—INV,—`68. O 193 LF-58C1�- % N� OUT CAGES ON ORIFICES. INSTALL DEBRI- ALL STANDPIP NOTE: NO CONCRETE APRON PROPOSED TRASH RACK MUST HAVE FULL BOTTOM SECTION WITH PERFORATIONS Isonlelr ie Elovalinn PLASTIC LIMP TRASH RACK SOLITIONs eilxe�m is �Kw INC, nrr-nrr-nr_T ..ykn-�Iw.u.w SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 939.227.5190 CHARLOTTE_SVO.I.E VA, 22902 JHSTIN@SHA1P-ENGHIEERING.COM op Gf �7 2 v IMP Y i .N .45183 Io �`rS�ONAL VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. BMP PROFILES 21.060 C71 Bioretention Basin #1 Gravel Bottom Elevation Soil Media Bottom Elev. .00 574.00 576.00 576.50 Filter Surface Elev. Top of Berm Elev. Standpipe Detail Standpipe Rim Elev. 36" Conc. 574.00 Underdrain (Pert PVC) Primary Spillway 6" Inv. 571.50 32 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.00 10-yr WSE 576.62 100-yr WSE 576.99 Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 3761 564 580 4.04 AC Required Media Area 1393.0 Provided Media Area Trees Provided 2400 7 Shrubs Provided 14 Blofllter Sizing Calculations depth of stone 3.00 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1.2 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.5 1 Sum of equivalent depth 2,_.7 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 3761 1393.0 Bioretention Basin #2 Gravel Bottom Elevation Soil Media Bottom Elev. b Z)u 574.00 Filter Surface Elev. Top of Berm Elev. 576.00 _ 576.50 Standpipe Detail Standpipe Rim Elev. 36" Conc. 574.00 Underdrain (Pert PVC) Primary Spillway Length 6" Inv. 572.00 30 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.52 10-yr WSE 576.97 577.22 100-yr WSE Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 9834 1475 1500 4.83 AC Required Media Area 3933.6 Provided Media Area Trees Provided 4100 9 Shrubs Provided 23 Biofllter Sizing Calculations depth of stone 2.50 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.5 1 Sum of equivalent depth 22 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 9834 3933.6 e COUNTY OF ALBEMARLE Department of Community Development - I%ACxN\P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8- Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores most be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Table AA- ghwesenrom Rherand Basin Design Ci rreria Level 1 Design (RR 40 TP: 25) Level 2 Design (RR: 80 TP: 50) Sian (Section 6.1): Slang (Section Uy jQ2rAm:tvi(AlT12T+ern remainmm vdh5me -- ={F1�`Yt12T+arwremaayna------- volume from upstream BMP from upstream BM P _ Surface Area(sq. IL) = ' Surface-Area{sg-ff)-M=; ==free-volreducod by an upstroarn ume___ --- py mckicad by an urisk"ain aurn I Storage Depth' Depth 1 Recommended maximum Contributing drainage area - 25 acres, orwilli local approval up acres and a maximum OF 50% inlpervfous Maximum Poridrro Derdh = 6 m 12 ihhches z Maximum Pondrrto Deotl = 6 to 12 inches 3 -Flier a Depth Minimum = 24 me es F I He r M our a I 13emi rsmmum = S 9 Inc es; recommended mardmil h =41 9MT-fset recommended maximum =48100 -iioe4 Media & Surface Cover (Sect re 6J61= supplied by vendor, tested for acceptable hydraulic conductivity (a permeability) an phosphorus content Sub -sal Testis 6.21: not needed rt an two infiltration tests per facility (up to 2,5001R ;Section ur hirriew used; Mil infiltration12 rate V2 of lifter surface); Min infiltration rate > 112 iacMha� in order h remove the rmdadmrh move t mciVnur in order to remove the underdmbl requirement' requdrainenL Und9rdrain & Underamu e (Section s.71= Schedule 40 PVC wish clean pus, Underdrain (Section 8.T3 = Schedule 413 PVC with clean -outs and a minimum 124nch stone sump below the irrverY OR, nape, t soil infiltration requirements are met (S� l nfbw curb cuts, trench drains, concentrated tour, or the equivalent m Length of shotest flow PaNOvenall length = 0.3; Length of shortest flow pa#VDnrall length = 0.8; OR, other design methodsused to prevent short- OR, prier design mellbods used in prevent shorl- circudag; a one -cell design (not including the pre- circultrg; a twutell design (not including the treatment cell). pretreatment ctl0. Pre-healment (Section 6A) a pretreatment call, Pre-Ireahnent (Section " a pretieal mend cep grass finer strip, gravel diaphragm, gravel flow phis ale or the follosing a grass their strip. gravel spreader. or another approved (manulacrured) diaphragm, gravel how spreader, or another pre-treaIlmmnt structure- approved (manufacraeM pre-heatrnent structure. mrevamce ow n n Planting Plan fSection 6.8)- a planting limn trx on . - a plantingtemplate include turf, herbaceous vegetation, shrubs, include turf, herbaceous vegetation, slates, and/or trees to achieve surface area coverage at auxHar trees to achieve surface area coverage of at least 911% within 2 years. it using turt, must at least 75% within 2 years. combine whh otherlypes of vegetaron,4. Buflifing Setbacks 3 (Section 51: 10 feel Ifdown grafem from holding or level (coastal plaint 50 feet dup-gradeent. (Refer to additional setback criteria In Sexton 5) Deeded Maintenance O&M Plan (Section M 1 Storage depth is the sum of the Vaid-Rafivporosily trjVr) of the sail mocha and gravel layers multiplied by their respective depths, plus the surface pending tlepth- (Sector 41,1). 7 A pending depth of inches is preferred. Pondng depts greater that 6 inches YAP require a specific planting plan to ensure appropriate palm selection (Section W. 3These are reco nmendarons for simple building foundations- If an in -ground basement or other special conditions exist, the design should be reviewed by a licensed engineer. Also, a special footing or drainage design may he used to justify a reduction of the setbacks noted above Table 9.6. Bioretention Material Specifications Mathew Specification Mows Filter Media to contain Filter Media 85%.88% sand The volume of filter imedia based on 110% Composition • 8%-12% soil fines of the plan volume, to account for settling • 3%-5% organic matter In the form o compaction Of leaf compost P-Index range = 10-30. OR Filter Media Between 7 and 21 mglkg of P in the The media must be procured from Testing soil media. approved filter media vendors. CECs greater than 10 Mulch Layer Use aged. shredded hardwood bark Lay a 2 to 3 inch layer on the surface of the mulch filter bed. Abemative Use river stone or pea gravel, coir and Lay a 2 to 31nch layer of to suppress weed Surface Cover lute martin , or turf cover growth. Loamy sand or sandy loam texture. Top Sod with less than 5% clay content. PH 3 inch surface depth. For Turf Cover corrected to between 6 and 7. and an organic matter content of at least 2%. Use a non -woven geotexhle fabric with Apply only to the sides and above the Geotextilef(hner a Bow rate of > 110 galJmin /sq. It underdraln. For hotspots and concern karat (e.g.. Geotex 351 or equivalent) shes only, use an appropriate Inner on bottom. Choking Layer I nch of sand over a 2 l nch er of err stone (typicalry, #8 a #Big washed gravelayer which is laid over the underdtain stone ). which Stone Jacket for Undeidrain 1 inch stone should be double -washed 12 Inches for the underdrain. and/or Storage and clean and free of all fines (e-g., 12 to 18 inches for the stone storage layer, Layer VDOT #57 stone). if needed Use 6 inch ngld schedule 40 PVC pipe Lay the perforated pipe under the length of Underdrams, (or equivalent corrugated HOPE for the bioretentton cell, and install non- Cleanouls, and rruoo-bioretenuon), with 318-inch perforated pipe as needed to connect with Observation Perforations at 6 inches on center; the storm drain system. Install Ts and Y's Wells position each undenirain on a 1% or as needed depending on the underdraln 2% slope located nor more than 20 configuration. Extend cleanoul pipes to the feet from the next pipe surface with vented caps at the Ts and Ys, Establish plant materials as specified in the Plant one tree per 250 square feet (15 landscaping plan and the recommended feet on -center. minimum 1 inch plant list caliper) In general. plant spacing must be sufficient Shrubs a minimum of 30 inches high to ensure the plant material achieves 80% planted a minimum of 10 feet on- cover in the proposed planting areas within Plain Materials center a 3-year period. Plant ground cover plugs at 12 to 18 it seed mixes are used. they should be inches on -center, Plant container- from a qualified supplier, should be grown plans at 1B to 24 Inches on- appropriate for stormwater basin center depending on the initial plant applications, and should consist of native size and how large it will grow, species (unless the seeding is to establish maintained turf). LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Canopy Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) (SF) (SF) in 10 Yrs OLarge Deciduous Tree Quercos Phellos Willow Oak 2.5" 3 20 370 1110 Allegheny Small Shade Tree Amelanchier Laevis Serviceberry 1" 14 19 130 1820 'Majestic' G Broadleaved Evergreen Shrub Morello Cerifera Wax Myrtle 2' Ht. 37 6 24 888 Total Tree Canopy = 3,818 SF NOTE: THE FILTER MEDIA SHALL EXTEND DOWN TO A DEPTH OF 4' FOR ALL TREES PLANTED IN BIORETENTION BASINS. A MEDIA MIX CONSISTING OF 50% SAND, 30% TOPSOIL, AND 20% LEAF COMPOST SHALL BE USED IN TREE PLANTING AREAS. Table 9.8. Suggested Annual Maintenance Activities for Bloretentfon Maintenance Tanks Frequency • Mowing of grew fitter strips and bioretention turf cover At least 4 times a year • Spot weeding, erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation density As needed • Remove invasive plants using recommended control methods • Stabilize the contributing drainage area to prevent erosion • Spring inspection and cleanup • Supplement mulch to maintain a 3 inch layer Annually • Prune trees and shrubs • Remove sediment in ra-reatment calls and Inflow points once wary 2 to 3 ears • Replace the mulch layer I Every 3 years • � • eGener. hte�"ett'IdK r � r -. /R' E, �o+rp P is sr010111% �a_•�h�._v_ew ��IWn__.: �.-ahMa!•aa.Mln I -p �,' Rgure 9.4a: Typical Bloretendon Basin Level 1 Castalla Farm Modified LD-268 Roadside and Median Ditch Design Form Side Slope Min. Max Channel Lining Type TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE 1 EC-2 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. IOGt ST. 939.227.5190 CHAItIATl'F_SVO.I.E VA. 22902 JOSTIN@SIm9P-INGOIEERING.COM O�74tip1, n OP Gf 2 cJ IMP > i .N .45183 � 1422 �� , o ASS/nnrer ENG`� VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE N0. SITE DETAILS 21.060 C16 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. IOGt ST. 939.227.5190 CHAItIATl'F_SVO.I.E VA. 22902 JOSTIN@SIm9P-INGOIEERING.COM O�74tip1, n OP Gf 2 cJ IMP > i .N .45183 � 1422 �� , o ASS/nnrer ENG`� VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE N0. 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LINE BEARING DISTANCE E1 N 64'02 06 E 92.02 E2 S 70'28'42" E 56.69' E3 N 56'29'37" E 83.76' E4 N 74'50 33 E 154.24 E5 N 78'1 359 E 100.14 E6 S 78'19 41 E 78.70 E7 N 05'17'36" W 110.08' E8 N 21'11'14" E 60.62' E9 N 51'11 19 W 8.15 E10 N 5T19 26 E 114.71 Ell S 66'16 29 E 32.98 E12 S 30'36 28 E 42.86 E13 S 45'49'08' E 105.06' E14 S 41'50'41If E 140.14' E15 S 36'15 00 E 70.65 E16 S 43'52 57 E 235.39 E17 S 49'25 02 W 17.58 E 18 S 43' 10' 17" E 303.95' E19 S 36'12'31" E 79.07' E20 S 44'32 10 E 382.97 E21 S 42'04 59 E 104.10 E22 S 89'35 36 W 103.52 E23 N 78'35'40" W 112.62' E24 N 48'44'45" W 95.85' E25 N 63'38'54" W 103.81' E26 N 46'48 33 W 138.57 E27 N 40'1 157 W 197.28 E28 N 41'40 26 W 184.04 E29 N 63'47'47" W 262.58' E30 N 76'50 13' W 227.95' E31 S 75'49 20 W 161.69 E32 S 56'01 53 W 97.33 E33 N 62'32 17 W 72.76 E34 I N 47'42'08" W 200.21' BOUNDARY LINE TABLE LINE BEARING DISTANCE L1 S 42'48 22 E 338.94 1_2 S 43'0313 E 285.56 L3 S 42'56'27" E 84.74' L4 S 37'20'25" W 26.19' L5 S 43'51'58" E 240.05' L6 S 10'34 08 E 43.55 L7 S 46'46 50 E 28.33 L8 S 42'04 59 E 1250.70 -\ TMP 65-11D f _-- " I i / I� , i , I- � / \ \ - ,r \ \ r , \ / 1 / I Y ; /a/ a� — -' 1/ \ J r + + + ``+ + + \ \\ \ % \ \ - \ \ CAS�AL�A—CISMONT ; ' -- 1`\ ' ; e - / /.� /�'� + + ; + + + + + `/ + .+I\I, \\I \ , \ 1 INVESTM`ENT LLC _ `-- e -- / \ \ \�-' yr '� I +,__+_-+ + + + + + +`,'v < `\ 1 _ \ _\ 1\/ \--,—_ / .1_ -4 ` { / 1 t /,a\/ I / + + + + + + + + �". + I\ \ \ 1 I I I 1 1 I 1 1 I , I / ` _ I \ \ ` It \\ \\ \ `\ ` \ \ \ I\ `\\ \ __/ /V / A/ -f_i _ lv ,, i r�i / °` \ v v �I 1 v A� `� I v v A A v A v I v A v �AV DB 4881 PG 41� .- --\ -__ __ -' ' 1 / r / F o V ,V ,V _ , ` ; ,I A A `, A I , \ V A\ ,A ' A `` ,\ ,\ ,V \ / \� >( r fTl + + + + t/I + + # -Fl\ i ,1 /""' 1 1 1 I `\ , \ I \ \ \ \ -_` / -/I \_ _' ' ' I _I I _/ I i `_ `__\-I J } + + + + r' +" -F-`+ \_+ `+ 7 \1 -\` \\ '\ I 1 1 I I \ 1 \ \ - `, 1 , \ r \ \ I I `I \ \ \ I \ \ , \ \\\ \�/— _ \' /\ __ - i ,d/ - / / I + + + 1y"+ + + + + +`_+ +i\ a \` `� I 1 I I 1 I 1 1 \ , -I 1 \ I \ \ I / 1 I \ \ \ \ \ \ .1.,-]I \ --, , \ --' `- _—' ,i. / / /' / % / _i '��-+� I , IV _ \ I I I I I 11 '1 11 \ I / / \ \\ \ \\ `` \ ` : I I ' \\ I\ \ , \ I \ , "I \ \ ` - ,// • //'� / r / / / + + + +.-_+-_'{" + + + + + + 4- +�, +\ \ ! 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'' \ / ' / 'I ,.I 1- ,I -"\ Scale: U_ I 1_____1 --- -, '' -I r C17 - -- \ _ _ 0� 52 - / 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 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County POLLUTION PREVENTION vv ------- I I - CASTALIA FARM WINERY PLAN KEY 1 I I l UX nrwL ecrrvm I worzcnw v / / / / / / / I I I 1 1 V A \ V I \ A i' D[9a cartp�p� Dig van na nah YYl ��Jjj � � ����0005 axm° Fqt Db uM ® �1 POLLU vusuwnnxw TIONPREVENTIONPLAN NOTE: CONTRACTOR CAN 1TaIJ=*D"E RELOCATE POLLUTION PREVENTION p s D I+IIT�' I / 2s�nD - ITEMS, BUT MUST MARK UP LLGRMNw `— 1 1 \\ °S D — - --- DRAWINGS WITH UPDATED �*LOCATION. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS ®u DURING WILD. DDRG , / , y(� \ \\ OR WHITE PAINT IMPORTS MUST BE NOTED IN ® of ,� v v `v / /� I I \ v THE SWPPP GRADING LOG. Q ((llliliil \\ \ \\\ \ ;�I w _b""� v 11 1�1vvvv vv1 II v 1lU►6TsaF DIS1URBMCEIM 11.86 A CONTRACTOR SHALL MARK e� E� vINGv vv v vv ---- �/� vvv��vv�v v� v \v `v �� __, �/ LOCATION OF COVERED DUMPSTERS AND BUILDING o MATERIALS (INCLUDING AND DNs E \ \ \\ \ \ \\ \ \\ \ \ ;`--_ -- PAINT AND SOLVENTS) F1.4LSidUGE I ` \ \\ u1�'iis. oETAl pl slard \. \ \ \`\ ���\\ \ \ \ C\ �6 \ ---_-- c.o wo/aars,�o yeR I \ \ \ � \\\`-�-\\\` \ `3 \ __ �_ ' WITHIN THE LIMITS OF SOIL EROSION & SEDIMENT CONTROL SYMBOLS ` \, \ ��\ \\ \\ \ \ \ \\__, ,____ ti DISTURBANCE AS NEEDED. +\ \\\\�\\\ \ 5,+ ALL POLLUTANTS SHALL BE srMeoL No. TITLE KEY 6 \ \��` �\ \ \ \` \, - - PREVENTED FROM ENTERING STORM DRAINS. 3.02 CONSTRUCTION ENTRANCE \017\01MR�ANCF_ 11.8 AC THE 3.05 SILT FENCE 4 ® 3.07 INLET PROTECTION + I v A b vv / 1 / 3.09 TEMPORARY DIVERSIONS [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ---�� 3.31 TEMPORARY SEEDING TS / /* _140-6.-3.32 PERMANENT SEEDING k 3.35 MULCH 3.39 DUST CONTROL R,ya9° � �� �� � LIMITS OF DISTURBANCE UCT STORM GftM / Imo/ FOR DV qFOR DITCH `\RIM=604.gflAI / / , , ,, A A l �69423 100 0 100 200 300 Scale: 1 "=100' POLLUTION PREVENTION PLAN KEY sn.'ms Acrrvm FRoiEcnal MNG E LDN vM$NaVIAxAN D ® cENwr WAsIE Loxsraucn STING,.. RANTING,CLNGID LLFPILNG RxIG GPID. oPERArwxs NUDM L D ERV Mn RttIRAGE ® NAD R IN u$E UL .R PR.ass ® S DV E // SNIRPAY VUSIE ♦l`\mil InNG Y.PERA,KKi$ OPERA © WA4I WATERS KNILIEAND 1O-'Pl muip WA411NG ING O wPRP xwusox NIUM FlF NGD FIELSfptM£ IRIS VTOMq \ \ \ Pf]NMENr MDCH DIMG•N FOR INn dl SXEEf�l�11 m Clete FOR L'RO eEFl! CNs w \ \ \ -A e- P �\ INV. INV. SeA `d uoio picnmaic; 'a " f UPS *w-\ CASTALIA FARM WINER Y 14PO2022--00005 POLL UTIONPRE VENTIONPLAN NOTE: CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT IMPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. \4 . �DV PRR unisrvi�\ vG uwpmRax \ .. M�axt um mlbllOR9 \ zseD lF LOIPOY Nm 01ER \ SOIL EROSION 8! SEDIMENT CONTROL SYMBOLS T?p \ \-- -- - \ --_, — P. SYMBOL NO. TITLE KEY x5r 11 \I II ep Wu 1kHT&- epl•,I[M 64V.\ ].. yrq\5�Ibl I SD IFtW'\11p ' �6. 3.02 CONSTRUCTION ENTRANCE CE 11 II 11 11 \I \I 1xS.". F.,I. + 3.05 SILT FENCE SF \ \\ \I I I \ \\s' \\ \\ \\ __seo 3.07 INLET PROTECTION IP I \ I DIS'NRBANCE M 11.86 A I 1 \ \ \ f\ \ I ' / I \ \ \ \\\ \\\ ��_ 3.09 TEMPORARY DIVERSIONS �CW I� I \ --_--- — — — - — — — — DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ---�� 3.31 TEMPORARY SEEDING ---�� 3.32 PERMANENT SEEDING 3.35 MULCH ® \'` // ,/ / j / /r�.��' \�—_____— _ �_ _—`_ __ — \_ -- D 3.39 DUST CONTROL k ----, LIMITS OF DISTURBANCE 50 0 50 100 150 CONTRACTOR SHALL MARK LOCATION OF COVERED DUMPSTERS AND BUILDING MATERIALS (INCLUDING PAINT AND SOLVENTS) WITHIN THE LIMITS OF DISTURBANCE AS NEEDED. ALL POLLUTANTS SHALL BE PREVENTED FROM ENTERING STORM DRAINS. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10—YR RAIN DEPTH=1.1 x5.6"=0.51' FINAL FUEL CONTAINMENT SIZE: 4'WxR'1 x1 F'n Scale: 1 "=50' POLLUTION PREVENTION PLAN KEY Ly`, \ YNROL ncrrvm PRorecnal RNNGLGE CCNLREIE wasHDlnnxD CENEM NNSIE � $1RUClURE Q Icn \ CPERP,gNG A N4TERNL ® x DURING BUILDING PROCESS ®$CIIO WP$TE DISPoSRL // yNRMY l`\1 NMSIE INILr51:Pl�W[i IIJJ oPERarroxs wIN:IenxD EWIPNFN! WASHING O SNPPP NNLRox rl ONSIiE �vv CASTALIAFARM WINERY ur° v 14PO2022-00005 POLLUTIONPREVENTIONPLAN ♦ �\ \� \\ ` \ \` ` `\ \` \ \`i \ ----\— , J \ �/ NOTE: CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ♦� ® \ \ \\\\ 1100 FEE `\\ \\ / \ ITEMS, BUT MUST MARK UP \ \ \ /-_ I \\ \ _ DRAWINGS WITH UPDATED +a \ LOCATION. m •0Ef°�a "�\�\\\���\\\\\\\�\\\ 11 \ ,' i\� \\ LIMITS OF DISTURBANCE TO BE N'2MO IT eiGPCYfI \ \AA� \AAA V 1, V \<, A� r N. X— m \\\ \ , 4 FIELD MARKED WITH WHITE FLAGS \ \\\\ \ \ \ OR WHITE PAINT vvwv`v IMPORTS MUST BE NOTED IN \ \ �\ \ \ \\\ �/ `_� \ ` THE SWPPP GRADING LOG. _yam B$e y MI M \ ue'ioio une �seo — — �� \ ® ♦\ \ o I 1 I \ \ \ \ \ \ j \ Iwu A \ ____---,—,�— ��\\ \\\ \ 4 u eNOIrp��E! 1 \f♦) I � a, I �' �`..\ � - `\voor 01YA(NiBMICE UW�/A li i II �Iv♦ 1 ��� F1 AIJILrKV3fIUN Ufa ,CUIIVILN I L UN I KVL AT IVIIiVL, SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE �/ X3.05 SILT FENCE SF ® 3.07 INLET PROTECTION IP / 1 / 3.09 TEMPORARY DIVERSIONS �CW [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST ---�� 3.31 TEMPORARY SEEDING TS ---140-6—— 3.32 PERMANENT SEEDING PS ---�� 3.35 MULCH ---�� 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE TRAP DRAINAGE AREA 50 0 50 100 150 Scale: 1 "=50' I /- \ � •-�� _�\ h� � i III \1 \ `I I11\ r / ['� \`_\ � \ \\ sz UP %/ \ / / UPp 65-11D \ // / II f F� PUP / 1 A-CISMONTAI MENT LLC CONTRACTOR SHALL MARK LOCATION OF COVERED DUMPSTERS AND BUILDING MATERIALS (INCLUDING PAINT AND SOLVENTS) WITHIN THE LIMITS OF DISTURBANCE AS NEEDED. ALL POLLUTANTS SHALL BE PREVENTED FROM ENTERING STORM DRAINS. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10-YR RAIN DEPTH=1.1 x5.6"=0.51' FINAL FUEL CONTAINMENT SIZE: 4'Wx8'Lx1.5'D B. z5ources or rmtutants. tocaiums. arm 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 clearing 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 Direct concrete wash water into a leak - Concrete washout and Current location and detail shown on proof container or leak -proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction, stucco, Structures in a flat unpaved area. Prevent the and cleanin painting, gsoaps, discharge of solvents, detergents and wash water, paint, form release oils and curing compounds. Water shall be filtered, settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery and Material delivery and storage Designated area shown on plan storage. Placed near construction entrances, away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions.MSDS's attached. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Pollutant, or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a Current designated container areas on waterway. Containers have lids covered Solid waste disposal plan before periods of rain, or are in a covered area. Scheduled collection to prevent overfilling. MATERIALS NOT TO BE BURIED ONSITE Convenient and well -maintained portable sanitary facilities will be provided, and Sanitary waste Current locations shown on plan located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better Wash Waters Wash areas shown on plan control as specified on plan. Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and 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 di! Discharge Dust Control Treatment Pollutants or Pollutant Constituents chemicals Location on Site Designated areas and details shown on Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County E. Persons responsible for pollution prevention practices To be determined when contractor is selected. 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. To the extent practical, do not store oils, chemicals, or other potential contaminants on site. When storage of potential contaminants is required, provide secondary containment, such as spill berms or spill containment pallets. These should be located within the drainage areas to a sediment trap or sediment basin. Direct concrete wash water into a settling basin, dispose of hardened concrete with other construction waste debris to an appropriate waste facility. Respond to all spills, leaks and discharges as follows. Spills of oil, petroleum products, sanitary wastes, and substances listed under 40 CFR parts 110, 117, and 302 should be cleaned up as soon as possible while protecting worker safety. Construct an earthen dike around any spills on dirt to prevent spreading. If a spill occurs during rainfall, cover it with a tarp or another impermeable cover to prevent contaminating runoff. Do not bury any spills or wash them with water. Maintain a spill kits in a readily accessible location. A spill kit shall consist of a lined drum with bags of universal sorbents in the bottom, accessible without tipping the drum, sorbent socks above the bags, and personal protective equipment on the top. All materials used to remove the contaminants, including any water used to rinse equipment, and all dirt removed must be treated as contaminated. Textiles, such as from coveralls, may be sent to a certified laundry facility. Waste must be disposed of according to the standards of Albemarle County and the Commonwealth of Virginia. Store hazardous materials and wastes in covered containers. Report all spills, leaks and discharges as follows: All spills, leaks, and discharges shall be recorded in the inspection logs. If construction activity results in a discharge of contaminants that may be reasonably expected to enter surface waters, the operator shall notify the Department of Environmental Quality immediately or within 24 hours, and shall submit a written report within five days. For significant spills that cannot be controlled by personnel in the immediate vicinity, notify the local emergency response by dialing 911. Albemarle County must also be notified, and potentially some of the following agencies: the Fire Department, the Public Works Department, the Coast Guard, the Highway Patrol, the County Police Department, Department of Toxic Substances, OSHA, etc. For spills of federal reportable quantities, in conformance with the requirements in 40 CFR parts 110, 119, and 302, the contractor should notify the National Response Center at (800) 424-8802. G. Pollution Prevention Awareness The engineer, project superintendent, and contractor shall have weekly meetings to review on -site conditions and advise contractor of potential risks that should be addressed. Contractor will be responsible for following procedures on a daily basis and applying appropriate waste management and prevention practices to be in compliance with the conditions of the general permit. Employees shall be informed of the danger to nature and to human health of various chemical spills. Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 7. Discharges to impaired waters, surface waters within an applicable TNIDL wasteload allocation, and exceptional waters. Water discharges into Jacks Branch which is a tributary of Mechunk Creek. Mechunk Creek was listed as impaired due to Benthic Macroinvertebrates Bioassessments. Site work shall be in compliance with the following requirements: 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. In accordance with Part I B 4 and Part I B 5, inspections shall be conducted as follows: I. 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 stone event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day; and II. Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. Section 8. Qualified personnel The following personnel are responsible for inspections: To Be Determined. The Operator or duly authorized representative will serve as the qualified personnel This may include delegating this responsibility to other contractors as they become involved with the project. The SWPPP will be updated when contractor is hired. 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 imprisonment for knowing violations." Owner/Operator Name: Company: Title: Signature: Date: 1-7061f M c //S . SUu�Ab'VPSf �'l0l1�1 fa/nS V/nP 1iQlz�s� �.�-�� A -r7 Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 10. Delegation of authority. Delegation of Authority I, TC t-� (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 Costalia Farm Winery construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. / (C 1� L l h / _ r (name of person or position) M (company) 5 t / (address) l " 9C (city, state, zip) n / (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: \ aLi l 1 i, l l Company: ) f /k)f 0 unfui 7 r m Title: Signature: c_ Date. yairls11 k/C Issued—10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 11. General permit copy Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 12. Inspection logs Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Castalia Farm Winery SWPPP Inspection Loq Inspection: Last Rainfall: Date Time Date Rainfall Amount Summary (requirements on back of sheet): Locations of: • Prohibited discharges • Controls needing maintenance • Failed controls: Evidence that ESCP has not been properly implemented: • Additional measures needed: Corrective actions required: Unimplemented corrective actions from previous inspection: Inspector Signature Date Operator Signature Date "if this report does not identify any incidents of non-compliance, I certify that the construction activity is in compliance with the SWPPP and Construction General Permit." Inspections shall be completed at least once every 5 business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day. Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to exceptional waters. Where an inspection report does not identify any incidents of non-compliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and general permit. Inspection requirements: Describe discharges at time of inspection Record land -disturbing activities outside approved ESCP Inspect proper installation, maintenance needs, and effectiveness of: — Perimeter controls, such as silt fence — Soil stockpiles and borrow areas — Completed earthen structures (dams, dikes, ditches, diversions, etc.) — Cut and fill slopes — Sediment basins and traps, sediment barriers, etc. — Channels, flumes, slope drains, etc. — Operational storm inlets — Construction vehicle access routes Areas at final grade or to remain dormant for more than 14 days: — Initiate stabilization activities — Complete stabilization activities within 7 days of stopping work Evidence that ESCP has not been properly implemented: — 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; — Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; — 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; — Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; — Required stabilization has not been initiated or completed on portions of the site; — 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; — 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 — Land disturbance outside of the approved area to be disturbed Pollutant generating activities from PPP: implementation, maintenance, and effectiveness Pollutant generating activities not identified in PPP Castalia Farm Winery SWPPP Gradinq Loq Inspection: Date Time Instructions: Fill out this sheet as grading events occur. Record grading events and their respective locations on this log. Summary: Event on record: Locations on Site: • Major Grading Activities: • Construction Activities Cease: o Temporarily: o Permanently: • Stabilization Measures Initiated: • Other Grading Activity Notes: Inspector Signature Date Operator Signature Date LEGEND EXISTING E NEW 10 10 1.00' - -310- - 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x q 0 10 11,0 XO 57a'X'c 5787X Tw 5rX aw 0f 1/ i _I DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER (TMP 06500-00-00-011D0,06500-00-00-011E0,06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434-466-5634 OPERATOR (TMP 06500-00-00-011 DO, 06500-00-00-011 ED, 06500-00-00-01300) Castalia-Cismont Investment LLC 200 Garrett St Ste S Charlottesville VA, 22902 jmills@stonypointdg.com, 434466-5634 ZONING RA DISTRICT Rivanna LEGAL REFERENCE Tax Map 65, Parcel 11 D Deed Book 4881, p.413 Tax Map 65, Parcel 11 E Deed Book4881, p.413 Tax Map 65, Parcel 13 Deed Book 4432, p.3 SITE COORDINATES 38.064086,-78.330966 BMP COORDINATES Bioretention Basin #1: 38.064823,-78.329792 Bioretention Basin #2: 38.065694,-78.328394 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) DEQ NOTE 1. The SWM Forest and Open Space Easement is subject to the guidance set forth by DEQ in the Virginia Stormwater Management Program. The areas will remain undisturbed in a natural, vegetated state, except for activities as approved by the local program authority, such as forest management, control of invasive species, replanting and revegetating, passive recreation (e.g., trails), and limited bush hogging to maintain desired vegetative community (but no more than VSMP PLAN CASTALIA FARM WINERY EXISTING USE Residential/Agricultural PROPOSED USE Residential and Winery with Tasting Room LAND USE SCHEDULE EXISTING SF AC % Impervious Area 396,891 9.11 1.3% Wood/Managed Turf 30,423,611 698.43 98.71% Total 30,820,502 707.54 100.0% PROPOSED SF AC % Building 106,425 2.44 0.3% Pavement 428,115 9.83 1.4% Impervious Area 534,540 30,285,962 30,820,502,100.0% 12.27 1.7% Wood/Managed Turf 695.27 98.3% Total Limits of Disturbance = 11.66 ac SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & Topographic Information for Parcel Provided by: Foresight Survey, PC 106 Crofton Plaza, Suite 8 Palmyra, VA 22963 Field Survey Performed: December 17, 2021 Surrounding Topographic Information Taken From Lidar Benchmark & Datum: NAD83 Virginia State Plane South NAD88 Vertical Datum GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing an damage thereto resulting from the work. All of these conditions shall be met at no P 9 Y 9 9 additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Where the flood level rim of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. WP02022-00005 TAX MAP 65, PARCEL 11 D, 11 E, 13 ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1"=1000' -- - SITE Grace Church Walk nt Cismont Market O Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 SITE OVERVIEW C3 EXISTING CONDITIONS C4 GRADING PLAN C5 SWM PLAN C6 SWM PLAN C7 BMP PROFILES C8 EROSION & SEDIMENT CONTROL NARRATIVE C9 EROSION & SEDIMENT CONTROL PLAN PH 1 C10 EROSION & SEDIMENT CONTROL PLAN PH 1 C11 EROSION & SEDIMENT CONTROL PLAN PH 2 C12 EROSION & SEDIMENT CONTROL PLAN PH 2 C13 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C14 EROSION & SEDIMENT CONTROL PLAN PH 3 & MITIGATION PLAN C15 EROSION & SEDIMENT CONTROL DETAILS C16 SITE DETAILS C17 FOREST & OPEN SPACE DEDICATION APPROVED by the Albemarle County Community Development Department Date 11/23/2022 I�lf�1.�1 liYl�YYI�uT�T�T.� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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BA SIN 1#2 PROFILE olu 565 560 555 550 545 540 535 5 _ DETENTION POND WSE: 1-YR = 546.89 10-YR = 548.67 O-YR = 549.64 ANTI_ DETAI-I-1E.07 TSTFNG-GRADE R "DEEP # P.-R-ADE ST 2" CONTROL ORIFICE ---_, 4" PERF. PVC INV. 546.00 - UNDERDK 56 F 12" HDP 7 .B.30!%�P-54 . `-CON7ROLO nCE-KV-5415-5O INV. IN 546..00 INV. OUT 545.00 INSTALL. DEBRIS -ALL STANDPIPE CAGES ON ORIFICES. - J/V 565 560 555 550 545 540 535 0 0+00 10+50 11 +00 11 +50 12+0503 DETENTION POND #2 PROFILE C$ HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' 590 585 580 575 570 565 560 600 595 590 585 580 575 570 565 600 595 590 585 580 575 570 5565 510+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+000 a DETENTION POND #1 PROFILE C8 HORIZ. SCALE: 1" = 50', VERT. SCALE: 1"=10' ORE TRASH RACK AND ANTI—V DETENTION POND WSE: 1—YR = 582.33 10—YR-= 584.17 VDOT STD. DETAIL 116.07 4' GONG. STANDPI — R 585.13 E - X.—GRADE- I.D. TOP 584.00 4" CONTROL-OR1F PAop.--GRAD_ C €—INV,—`68. O 193 LF-58C1�- % N� OUT CAGES ON ORIFICES. INSTALL DEBRI- ALL STANDPIP NOTE: NO CONCRETE APRON PROPOSED TRASH RACK MUST HAVE FULL BOTTOM SECTION WITH PERFORATIONS Isonlelr ie Elovalinn PLASTIC LIMP TRASH RACK SOLITIONs eilxe�m is �Kw INC, nrr-nrr-nr_T ..ykn-�Iw.u.w SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 939.227.5190 CHARLOTTE_SVO.I.E VA, 22902 JHSTIN@SHA1P-ENGHIEERING.COM op Gf �7 2 v IMP Y i .N .45183 Io �`rS�ONAL VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. BMP PROFILES 21.060 C71 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A NEW ROAD AND TASTING ROOM FOR A WINERY WITH STORMWATER MANAGEMENT FACILITIES. THE TOTAL AREA OF DISTURBANCE IS 11.66 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.. 5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS A PREVIOUSLY DEVELOPED LOT WITH WOODED AND LAWN AREAS, EXISTING RESIDENTIAL BUILDINGS, AND PRODUCTION FACILITIES FOR AGRICULTURAL USE. ADJACENT PROPERTIES ADJACENT PROPERTIES ARE OF A SIMILAR CHARACTER TO THIS SITE. THE SITE IS BOUNDED TO THE NORTH BY WOODS, TO THE SOUTH BY LOUISA ROAD, TO THE EAST BY FARMLAND, AND TO THE WEST BY STONY POINT PASS. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE DISPOSAL OF SPOILS MAY BE REQUIRED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: DYKE SILT LOAM - HSG B RABUN CLAY, SEVERELY ERODED - HSG B MEADOWVILLE SILT LOAM - HSG B UNISON VERY STONY SILT LOAM - HSG B HATBORO SILT LOAM - USG B/D CRITICAL EROSION AREAS CRITICAL EROSION AREAS EXIST ADJACENT TO THE STREAM BUFFER AS SHOWN. RESPONSIBLE LAND DISTURBER: TBD TABLE 332-1) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Il - Commercial or Residential 175-200 tbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% Bich -Maintenance Lawn 200.250 lbs. - Kentucky 31 m Turf -Type Tall Fescue General Slone (3-1 or less) 100% - Kentucky 31 Fescue 128 tbs. - Red Top Grass 2 Ibs. - Seasonal Nurse Crop • 20 lb 150 tbs. low-Mainterfance Slam (&Met than 3:1) - Kentucky 31 Fescue 108 tbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop ' 20 lbs. - Crowmvewh 20 its, I50 lbs. • Use seasonal nurse crop in accordance with seeding data as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye " Substitute Sericea lespedesa for Crownvetch east of FarmviHe, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). IEFlatpea is used in lieu of Crovnweteh, increase rate to 30lbs./acra All legume seed must be property inoculated. Weeping Lovegrass may be added to any slope or law -maintenance mix during warmer seeding periods add 10.20 Hrs./acre in mixes. PERMANENT C8 Not To Scale SEEDING (PS EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. TEMPORARY DIVERSION DIKE (DID) - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD) - 3.11 A RIDGE OF COMPACTED SOIL OR LOOSE GRAVEL CONSTRUCTED ACROSS A DISTURBED RIGHT-OF-WAY OR SIMILAR SLOPING AREA TO SHORTEN THE FLOW LENGTH WITHIN THE DISTURBED STRIP AND DIVERT THE RUNOFF TO A STABILIZED OUTLET. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITTLE OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY, AND GRAVEL STRUCTURES ARE APPLICABLE WHERE VEHICULAR TRAFFIC MUST BE ACCOMMODATED. STD. AND SPEC. 3.11. DIVERSION (DV) - 3.12 A PERMANENT CHANNEL WITH A RIDGE ON THE LOWER SIDE CONSTRUCTED ACROSS A SLOPE TO REDUCE SLOPE LENGTH AND INTERCEPT AND DIVERT STORMWATER RUNOFF TO A STABILIZED OUTLET AT NON -EROSIVE VELOCITIES. STD. AND SPEC. 3.12. TEMPORARY SEDIMENT TRAP (ST) -3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SEPC 3.13. OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. ROCK CHECK DAMS (CD) - 3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC. 3.20. VEGETATIVE STREAMBANK STABILIZATION (VSS) - 3.22 THE ESTABLISHMENT OF APPROPRIATE VEGETATION ON STREAMBANKS TO PROTECT THE BANKS FROM EROSION. STD. AND SPEC. 3.22. STRUCTURAL STREAMBANK STABILIZATION (SSS) - 3.23 STABILIZING THE BANKS OF LIVE STREAMS WITH PERMANENT STRUCTURAL MEASURES TO PROTECT THEM FROM EROSION. PARTICULARLY APPLICABLE TO WATERCOURSES WHICH MUST PASS INCREASED FLOWS DUE TO UPSTREAM DEVELOPMENT; NOT APPLICABLE TO TIDAL STREAMS. STD. AND SPEC. 3.23. TEMPORARY VEHICULAR STREAM CROSSING (SC) - 3.24 A TEMPORARY STRUCTURAL SPAN ACROSS A LIVE STREAM TO PROVIDE VEHICULAR ACCESS TO CONSTRUCTION ACTIVITY ON EITHER SIDE OF THE STREAM WHILE KEEPING SEDIMENT OUT OF THE STREAM AND PREVENTING DAMAGE TO THE CHANNEL BED AND BANKS. STD. AND SPEC. 3.24. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. EROSION & SEDIMENT CONTROL PERMITTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. STORMWATER MANAGEMENT SWM QUANTITY: SITE RUNOFF IS MANAGED BY TWO (2) BIORETENTION BASINS AND FOUR (4) DETENTION PONDS WHICH WILL RELEASE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION. THIS PROJECT WILL DISTURB AN AREA OF 11.66 ACRES WHERE ALL NEW IMPERVIOUS SURFACE RUNOFF WILL BE ROUTED TO NEW BIORETENTION BASINS AND DETENTION PONDS. MOST UPSTREAM DISCHARGE FROM EXISTING STREAMS WILL BYPASS THE DEVELOPMENT. BMP COORDINATES: BIORETENTION BASIN #1: 38.064823,-78.329792 BIORETENTION BASIN #2: 38.065694,-78.328394 SWM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65. PER THE VRRM SPREADSHEET, 6.41 LBS/YR OF TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. TWO BIORETENTION BASINS PROVIDE 4.70 LBS/YR OF PHOSPHOROUS REMOVAL. THE REMAINING PHOSPHOROUS REMOVAL IS ACHIEVED THROUGH THE DEDICATION OF 5.00 AC OF OPEN SPACE. PER THE VRRM SPREADSHEET, NO FURTHER TOTAL PHOSPHOROUS TREATMENT IS REQUIRED. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: 77W2 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare 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 or undisturbed for longer than 7 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the city Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, 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 upslope land disturbance takes place. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfoll device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: Cut and fill slopes 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. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: 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 to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels 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. 12. WORK IN LIVE WATERCOURSES: 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 fill may be used for these structures if armored by nonerodible cover materials. 11CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: 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 for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling 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 safety regulations shall be complied with. 17.CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed 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 apply to individual lots as well as to larger land disturbing activities. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after 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 further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTF_SVH.IT VA. 22902 JHSTIN@SHW-ENGINEBMG.COM O��tipl n Off, Gf 2 v IMP Y i .N .45183 !d�22 Fss/Hofer V, VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S NARRATIVE 21.060 4- - II �_SHEET 8 I�� --- ----- AUSE PERMANENT DITCH ESIG \ 1 1 1 FOR DITC¢H #6 ON SH ET C1- - V FOR GWD DMENSION$ AND LIN----------- -- - AA -- / o /' ' h�� SEDIMENT TRAP /4 h / / DRAINAGE AREA = 208 tK ST 4/ / O '� �8°�'��_----- � USE pERMXiJENT DITCH DESIGN FUSE OR DI MANENT�DIIT ET�SII6� /��I �� x _ wJ FOR DITCH #6 ON SHEET C16 FM C(VD DIMEN IONS ANf� UN �y " FOR CWDvDIMEt�IONS AND LINE Vy \\ v\ ��� s - - iv -mow I I:1 / f \\ \\ ` \ ---- \ GSE PERMANENT DITCH DESIGN w ` / USE PERIMA EN DIITCH DESIGN k A A / A V v� / OR DITCW#5 ON SHEET C16 / I FOR PITCH N $HE14T 016 1 I I � / \ \ / FOR DV DIMENSIONS AND LINER �� FOR qWD DI EN IONS AND LINE �y � ;. \ � I�I / ' 1 I .� 1 11 11 1 i r f _ x_S ��JJ\r �� ® T ='� i x�( \�\\ V v USETYP. DETAIL ON SHEET pi CWD DIMENSIONS AND LINER I ST +II' �-' -r 40 v v v v w v yv� v v •, / / I k � v v v v v v v l l /N/ � I I I d / (o f rn l a / v V v v v / / 1 A /V l l I I qJ 1 // hw +� v \--_LIMITS-CF DISTURBANCE � 11 66 C I Ix� \\ V V A 1 Av v r / 6/ A\ I II IA\ \ AV A\V A\ vv \v 6L / r `\ \ \ \\\ \ \ \ \\ \ 5 ` `\ ` \ \ - - - - - - / -- 6tiN \vv v v v vvw v v\ \\ V Av vim' o �.A --_---- U 4TF. DETAIL QN SHEET Cx CWD DIMENSIONS AND LINER \ V A VA� vT A \ \ V v 5� vV� O' I / \\ \ \ \ \\ \ \ v\�- / §F\P \ENS \QIT H\DD�SIGIT `\ . - _( \ / w OR Q DIM4� \ ------ �` - W \ \ \ FOR\ V \A W R \ 1--- - i-�\ \ \ \ \ \ \ \ \ ------ O 0 (n r +\ \ \ \ \ \ \ \ \ \ \ \ \ I \ + \ \ \ \ \ \ \@F \DITURANC = 11.�Er6 AC w < \ \ U/) �AGING/STOCKPI ARF + \+ + ,O S DIMEMT T P NY G/RAINAGE A'k p 1.9SK AC / ,' / 'A� x� - - T --- --- 0 �o D /' / /� ' ST o / �� o CASTALIA=C \ ✓' h� / - - - i� INVESTMIN \ _ /01 `\ 'FOR DI (CI+A 1i ff a DESIGN / � 4i' UGT STORM GhDT6 , /��/ / EOR�V DI t �s AND uNER �,RIM=604.9 .� // / / / / / / / / / / / / ,--- v V v 1 -6qA 23 / / / / / / / / / / / / / i 1 ` - 5,0 0 50 00 150 / SEDIMENT TRAP L1 C9 SCALE: 1"=10' z SEDIMENT TRAP k4 Cs SCALE: 1"=10' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV �DPA \!l\! T() SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS Ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3.INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5. INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SME VA. 22902 JHSTIN@SHA1P-ENGHIEBMG.COM OF o�' Grp i 2. v IMP a i N .45183 ro�lzz�' SSIONAL VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E & S PLAN PH1 21.060 -Seas C9 s1 - - - - - 000 LA �\ v v v vA v v v v v v v v------' A �� SE PERMANENT DITCH DEIGN 02 DITCH #8 ON SHEET C1f \ \ \ \ \ FOAVCWD DIMENSIONS AND LINI \\\ \ v-_j\ _ \ \ \ \ \ \ \CoCo \ \ \ \\ \ \ T) p \ \ \ \ \ \ -600,��S/E/ 7/YP11 . DETAIL N ON SHEET C1fl V A px7- x-x\-- x\X\- x-\x CWD DIMENSIONS ANR LIN�R\p A \\ \� \S!AGING/STOLKPILE AREA\ 59V \\ \A V\ \ V\A\ \ V \A \\A A\ \A \\\ \\V\\ A\ V\ \\A\A\ A\ \\\\\ \\ \\ \\V \ \ A\ \\ \\V \V\ \ \\ 1 1 h / - Lx -xv rx -x x -x�_x __ -- \ \\ \\ \\ \ \\ \ \ \\ ----596 \ \ \ �\ \ \ \\\\ ITCH DESIGN \ \ \ \ \ \ \ `� MEET C16\� dl C) \\ 1 \ \ \ \ \ \ \ \ \ \ AND LINER - \ \ \------- _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ 1 \Nmomm, \ SEDIMENT AP #2 \ \ f i \ \ �---- ® �� \\ _ -�i-- o /y \� 1 \ `1•X �� � cJ\ \ \\\\\ \\\ \\ \\ �---''/ \ \ ,\\\ \\\� \ \ - �\ p` / 1 \ t \ \ r \ \ \ \ \ DRAwncE A A = z.ss Ac - T� \ - e \ I s o\\\ \ \ \ \\ \ \\ Onn111, R%w ROO ® \ V A V \ \ S€ PERMANENT DITCH DESIGf� Nunn�� v\ � \ I \ +� V A LinV A\ I V A A v A l + FOR -DITC+F 1D_ ON-sHEET-c%- - _ � NOR ..T 41 FOR DV DIMENSIONS AND LINER - 590---- a vv A, ■ / A V v� ----- v / ,A �1 ILoV / vvv v Hi I w \ I I I I I / IMITS'0,-DTSTQ = 14.66 AC ST #2 ---------- \ \ t�i `\ d \ \ \ \ USE A NT DITCH DE +) / \ \- FQK TCH #11 N SHEET C16 y) \\\FOR V DIMENSIONS AND LINER �a ,n \ \\ %��' \\ \ \ \ _-' �� �� \� \ \ Ion 1 `1 \ I `�\-\ \\\\1 I OI \ �\ _ XN +1 _x �\ x \\ \\ \ -----_ \ \ \ t000, AL Ao \\ �'p \\ \ \ --- - � \ \ \ I I ICI \ � I I 1 1 I I�'I x I� �� / +` i� 1 1 it 1 I I I I I I I I I / ♦� \\ \\ \\ \ \\ .580------__ \ \ \\�\�\ // `� i \ �►I 11 1 1 I ♦, I �X_ / /+/� Lf - - - - -- ---1� \ \ \ I �I 1 I Q \ \ __ _ I '1 vv v v v --' - ` 1�x sx� ---- -- -/ \ \ \ \ \ �x I� 3 � - / vv S68 v- '- X \\ \V 1 �-V - ------------- - / X' \ \ - ---- S66 vvv �� - - _-- - - `v\�� �\ \\ �/ SEDIDRAAGE ARE #3\.sV ACA AI -- I it i 111 I l S/T 3 � 5 23. 1 )SEDIMENT SEDIMENT TRAP #3 C10 SCALE:1"=io' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU D0 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE DIMENT TRAP DRAINAGE AREA EOF SEQUENCE CONSTRUCTION PHASE 1 1. SET CULVERTS FOR FIRST STREAM CROSSING AT STONY POINT PASS AND INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3.INSTALL SILT FENCE ALONG FUTURE ROAD AND DITCHES AS SHOWN. 4. INSTALL CLEAN WATER DIVERSIONS. 5.INSTALL SEDIMENT TRAP #3 AND DIVERSION TO SEDIMENT TRAP #3. 6. INSTALL SEDIMENT TRAP #2 AND DIVERSION DIKES TO SEDIMENT TRAP #2. 7. INSTALL SEDIMENT TRAP #4. 8. INSTALL SECOND STREAM CROSSING. 9. INSTALL SEDIMENT TRAP #1 AND ALL DIVERSIONS AND DIVERSION DIKES. 10. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 11. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVOJ.E VA. 22902 JHSTIN@SHA1P-ENGHIEBMG.COM OF o�' Grp 2 v IMP a i .N .45183 ro� l zz �;� ' SSIONAL 6�L` VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PHI 21.060 clo 1000 \\ \ \\\ \\\ // /// / / / / / // / // \ - \ \ \ \ DITCH g SE P v \ v v v v v v v A vv &i \I\ \ \ \ \ \ \\ \\ \ \ / I / / - V Cv -94 \ \ \\ \ --- vvv------- I / USE PERMANENT DITCH pESIG I FOWDDIT¢H #6 O� SHEET- - - -- --- C1t3 a F DIMENSION AND LINER / \ \ \ \ �� - --v --' / / / I / oO v - - 88 ST 48'1 C6 C. 6r vv vv vvv v vv v I RI EL/EV. \ V \ A -7�I /I \ v \ v \ vv � I v�SAGIN�PILE v \ #788 /Ip o o 0vv \ v v \ v v v \ 88v A \\ ,\� \ - 00- •', i _ - I 1198 'LE 24" DPE // 90 LF 8" PN __ \ 0 \\ \\ AS INV\F $84.5 \ \ 9,� v 6 98 v es v / / \-.- -� 94 \ INV.. IN b80.00 i _-INV.OUT 53 0 \ \ OINV. 0\1T 4.0 \ \ / 11SE pERMA ENt DIITChi DESIGN �� 92 / v. ouT 172.So // NV. OUT 5 z.50 \ \ \ \ FOR DITCH N $HET O18� Iv \ V A 1 I I I /'v� / ss\ \V A \ \ \ \ \ / FOR GC\WD WI EN IONS AND LINEN �' 1'� \ I�I / o \ \ g0 00 81-9 L�F\1-2-DPE % 260 INV. - \ \ 1+I 00 27+U-_ s.00 _78 _ -.► iiiiim R M \ \ r ,9� �� x A T , \ \ `, •\ ` 1050 SF GRASS FILTER U S \ \\ x► \ \` \ 1}. E , \ \ + GTRIP PRETF�EATMENTwoo \ \ \� XT X 4,0000 \ \ \ \ \STRIb PRgTRNA MFlNT \ \ \ \ 1 LF SCHc 40 \ 8-�\ \ \ `\ \ \ \ ` 30 LF CON . �-76y x�F. VC UND RDRAIN \ \ - \ �\ \ \ I \ \\ ♦ � \ \ \ + I ELEV. \ \ \ ® 4NVA /72.50 \ \ W \0\\ \\ \ \ �� \ 00 ,pJFM�B��/,`,`ETENTION\BASIN #2 \ S '' \\� \ \ \ / // / \�\ \ \\ \ \\ + \\ / ( \ \ 2 2.LTER MEW�AEDEPTH,O OP 576.00 \\ I x v v v // (� vv v v v� v v 00�� v I 58 LF 36" CMP CULVE \ 1 /I V A v A / / V A t ST \ -W/ FLARED END SEAODN) - V A v \ / \ V A V A� A #2 \ S V A \ �". IN 587.50 A A A A --_ A �\ \ V A I 1h \ \LLI \ SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS v 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. INSTALL DIVERSION AND CHECK DAM FROM CULVERT TO EXISTING CHANNEL. 5. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 6. CONTINUE ROAD GRADING. 7. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 8. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 9. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. II I 1 11 c-, COUNTERSINK 6"NOTIFY ENGINEER OF ANY GR-ADE �A\ + \ ` \ \ \ v / -� � I I I I (d / DISCREPANCIES PRIOR TOA A A �\ \ \\ \V A --' Co SETTING PIPECo v v A V oko5�`- A A v v / A V� / v v'OOKv v v v °> I v v v v v / J A V A -x sr v v v v ------ SHIMP i / W v +I v vv vv vv v �_ �� vs, vv v vv---------- ENGINEERING \ \ \\ I \\ \\ \\ \ I + V v \ ao 52 / I I /--- v v\ v - / v v v / 1 I / \ \ \ I \ 1 / \ \ \ \ \ � \ - -581]� LAND PLANNING -PROJECT MANAGEMENT 5SO ----- \v O A 1 V A \ V I 1 1 1 �\ \\ \�� ��� / I I 1 ' I I A\ \\ \V �� -- - 912 E. HIGH ST- 434.227.5140 \ \ \ * I \ \ \ I IMITS 0� DISTURBANCE 11.66 C I \ \ -- ----_ "--- cHARwrrFsvncEVA. zzsoz JHsrIN@sHE+P-INcwEERmc.col4 1 s v \ 6 0 4 \ \ \ \ \ \ \ I I \ \\ \\ f�N SHEET Cx \ \ \ 'qglCWD DIMENSIONS AND LINER v IMP > \\+ ZONAL \\\ \ \\\ \\\^\ //-✓/ // \\ \ `\\ S'F\R Q \EN�O�P IT TD SI6GI�\ \\ \ I c. / / - \\ FOR\ fA 1NM RS1 "'vR��R \ - - - - - - - - - --' -- \\ �/ / / +` I x \ \ \ +\\\ Q\�� i � \ \\ \ 11 I �\ + \\ +� \\ \\\\\\\ \ \ \ @F\\DI TURBANCIp = 11.� IAC //// STREAM \\ \ BUFFER +� \ \ \\ ,< ��\\\ \ \\\\ \ \ \\\� \\\ \\ \ \\ \\ \ i \` \\ -\- \ \ VSMP PLAN FOR vVyA vVv ,V JI -_ / A CASTALIA FARM ' AGING WINERYv 0 + / *130 LF IN V. IN 12" PVC A. + I `'i �t ♦ A \ V A \ \vV A \� V A AV A\\ r A INV. OUT506.00 'k- \� 61�' / 505.00 / + / 1 ,k\I% \ \\ \\ \ \ \ \ \ \ \\ \ O \\\\-_/ _.../.,-_--_. / - R 8 LF 6'i` CH. 40 �c \ \ - _ " - - \ r / / + /36 G AS FITTER TRI \� - -- \ ALBEMARLE COUNTY, VIRGINIA \ \\ RF. PVC? UNDERDR�IN _ _ 7�,{�c }® k �a4A \ \\ ER4 577! \��r' \\� \J \_\_- \ -_\ \- \� - -I �\ SUBMISSION: .07 ` ---- 2 2/400 SFjBIOR fENTON' Cx�\ I\ \--- ----------------- ----- ` REVISION: 2' FILTER MEDI DE TH, T P \ �I}, y - - - - - - - - _ - _ - \ � � - \ \ � J - I \. I STONEPTO9TOP/574. 0 I �'I 1\ \\ \ '`�\ \ - -- ��--------_--- ------------��\ �\- -\ \ \\\ \\ ( -\ -%, / 2022.04.14 1 iH�/ 2022.05.27 3/ BER 1 \ - _ --- - -_--- v�� v \ V A V v v `vl 2022.06.20 ftftmI --- --- `� ------ CL SIT -------'^ ------ ---- \--�� \ \ \ 1 I I ( \ * �/ r oe vnno WELL, x �1 - _ - _ \ \ \ \\^ \ .\ \ \ \ \ \\ 2022.07.21 / ,N / TMP 65 11 E - - _-----� - - -- \ 2022.08.29 p i --------- -- -_--- \ 2022.10.03 I I \ I � / , \ ♦ \ / / / 340 F/ GRAS FILTER/STRI � / i� , � � � \ \ \ \ \ \ � \ / / �/ / / PRETREA ENT ARE' /^ \� r // CASTALIA-CISMONT \ \ \ / I IL / PERK PVC E*RAIN, RRAI ho / o 32,L Ilkc . wEaR / -1 - / - \ \ -� �` \\\ \1, \ \\ \\ FILE NO. /( I\ ✓ t 5 . D \ + i - INVESTMENT LLC - \ '' \ - \ ; \ \ 21.060 iv. 576.50 / / \ \ \ DB 4881 PG 413 E & S PLAN PH2 UGT STORM GFIIPT // ...-/�// /, / // / ,/,///// // ///�'\� /' _,�� ,__�--_ �\ / / \ /' 1 � f � / / �' �\ \ \\ ,\ � �-RIM=604.9// v vv vv A Scale: 1"=50' ------' /' // / / \ // /' /' /' / -' /' /' ,/ /' /----------' UP 91 -_vvv _ _ v -Op00 v \ V A \ v u� i SE PERMANENT DITCH DEIGN �." V °'•� A- Q�2 DITCH #8 ON SHEET C1� \ 98 \ FOR►CWD DIMENSIONS AND LINER g6 V v A v vv ♦ 608 _-`F 04\\ 1 c� U tF \ \ \ \ \ \-6 01D,♦ \y /' \L \ \ \ \ \ \ \ \ \ \ I I \ \ cA v v v A I 0 \V \ 6\ \ \ 2 / \ v v v A v V v v 600, \/ A A A A V A A A\ \ V vv v ♦ `s Ln / V v v v A 0o v\\-� SE . DETAIL ON HEE7 C1 V A A AA A\\VA A A\\\\V A\ v v v A A V v \ TAR O\ DIMENSIONS AN LIN \ a SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION EW 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION �S 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 2 1. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 2. INSTALL RIGHT OF WAY DIVERSIONS. 3. INSTALL STANDPIPE AND CULVERT FOR DETENTION POND BY SEDIMENT TRAP #4. 4. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 5. CONTINUE ROAD GRADING. 6. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 7. INSTALL BIORETENTION BASIN #2 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. 8. INSTALL BIORETENTION BASIN #1 ONCE ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. - - - ---- ' l ' / \ �'\ \SiAGING/ST0b1(PIIF EA\ \ \ \ 'IP a 850 3 I I A \ \ A \ vv v v l / .� X D � a2 \ / \ \\INV\ 58a.5 \ `\ 96 / 90 LF 8" PV-- AV D A A5 OI90NV. OIL) 4.0A 92 94 _ PV 1 \\V AV A\\ V A\ 1 \ / / INV. OUT 5 2.50 \\ t- - - --/'-- � �- SHIMP _ I ENGINEERING R7 / 24 0 - - 3�00 X 9 LF\12 DPE �22+00 \ �-' \- o>�' �-_.n. \ \ \\ \ \ \ �Q \ \ \ \ \ \ \ LAND PLANNING - PROJECT MANAGEMENT SO 6.00 \ 19+ D 912E HIGH ST 9392275190 _ \ \ \\ \"o'0 \ \\\\ \\\\ \ \\ I\ \ T -L - \ 17+ \ l \1 \\ \ \ \\\ \ cuAewrrFsvnlEVA 22902 JusTur@s1uME-ENcwEERmc.cota --' \ ST co \ \ 2 \y I G o \ � � M \ \ \ " � � ITCH � = --- \ �..�. \ + V'.• 1050 SF GRASS FILTER A %IL / ��� \ \ •. • } STRIP PRETREATMENT \ -- ! y\ ,1l�► M NT \ \ ---__-_-- �..�r�. X "`\ ♦ \\ \ nd _ \ 1 LF SCH 40 \ \ �� ! i +\ \ \ / ��t 30 LF CON \ �761 /� ®F NF. �VC UND�RDRAIN V A V - 590--_-� - A V A \� V 1 78 \11J V.\ 72.50 \ \ \ \ \ \ °, 1 �► ` ` \ \ ��. 1 t!? 1 \ \ \ I - ` \\ \ \ \ A f \ / J _ C \ \ \ 4b 00 F po:,� ETENTION\ \SIN #2 \ \ �\ \� \ \ \ / I • \ \\1 �1 � Io \ \ I /� � \\\ \ I\ 1 \ / '- \ 2' F'ILTE DEPTH, �P 576.00 \ - - - - - - _ _ -\ \ \ \ 2.§' roP ,roPls7a.00 \ IMIT� �T TO \ - 11.66 C- \ \ \ -- - v v v + 1 ST \ \ #2 G' USE ANENT I DITCFI DESIG /S \ \+` 'n d / \ 1 `�,. r• A \ V 1 1 \ 1 / 31.5' LF CONTECH ALUMINU \ -F�Q TCH #11 l�N SHEET C16 ` n / \ BOX CULVERT 8 F J U Y fg V IMENSIONS AND LINER \ 1 ' 1 102 SPAN 2'8" RISE \ \ o � \ IMP �1 + v v A A _- �� / v I 1 1 u') 46e \ \ %�' \ \\ \ \ - \ \ Ilk \\� p WITH HEADWALL \� i N 45183 a \ \+ \ \ ------ \ \ � 1 \ \ 1 I I I A\ v�II1� v ��v♦v ix��1�/-v A� I 512 S� SSIOPNAL 6 \ \ +-- -_548-'�Uw A ® 000 � 2 / vvv vvv 00-0 \ \\ SRO \\ \\ \ - - - - - - /� \ F /- h v + \ i \ \ ` VSMP PLAN FOR 11 66 37 668 v� ---- ' ------ / CASTALIA FARM / _ I' ` \\ WINERY // > + +! _ x X i / O b y ALBEMARLE COUNTY VIRGINIA AiiW \ S \\� SUBMISSION:: 2022.02.0/ REVISION: \ // �4/1\\\-----_�----------�� \ / 1 \\ \ � /\ 1 \ \ II I I 1\\\\ \ � I I /> \ �\ �- /� i_ 2022.04.14 & \ / 2022.05.27 d / j \ -r - / - - \\ / - _ -- \ \ `\ - ,max\ i \�/ \ \ \\ \ \\ II �/ T °4 \ 2022.06.20 1 5 \ \ \ r\ f /-� 0 0 2022.07.21 / STREAM ER --- - - ---_ - - - �� \\/ \ \ / \\\\\\\ \\ UP/;- /�/ U�/�< I - BUFF \ - J \'p - 2022.08.29 FILE NO. P,�- u 21.060 I E & S PLAN PH2 CAS - -- INVESTMfdT LLC \ ° \ \ \ - \/ / 50 0 50 100 150 ----__ -----'------------- \ \ - / Scale: 1"=50' C12 - ----- -- ---- , ,, � �\ �, �'1 \I � \ DB 4881 PG 413 -��- - \� '�--\ �' ,' U P � � � �_ �\ �\ \ \ \ (\ J �- / / / / J / / WWI s \ \ \ \ \\ \\\ \ \- -' tp9 \ - - - - \70*4* -00 V v v D� _#8 v v\ v 0 \v vv -N \ \ \ g4 V A vv vv v v vvv vv ----- � �X \v\ \ v \ J v z AI 04 Q)� + + + + + + + + + + + \ \ / / 0 / / \< \ \ \ \ \ \ T� +++++_�++ 1.10 AC MITIGATION AREA '/ ✓�'� / �\ 1 \ / \, WITHIN STREAM BUFFER - \� \+\++++\h+l ++ ++++%�+++++++++++++++++4\+ \\ - I \ \ \\ \ \ +\+\\+�+\ } \\ \+�+ +I + +1 + + + + + + + + + + + \ \ \ \\\\ 8\ \\ \\ \\ \ \\ \\ \\\ 0 -� / / I +\ + 1 +�+ + + + + + + + ++\+�+ \ \ / I 148' 6 �TAND4E / \\ \ \ \ \\ \ \ \ \\ \\ \ \ \ 1 I EV. 584100 \+ + \+ +\ + p. + + + + + + + + + + \\\ \\ \\ \ \ \ \ \ +I+�+\++1+ + �+ +\ + \+�+/v+ + ��+-.+ +-+ + + 't, A A A\ - /I 1 7A / 0 v \V A \V A vv A AV A vv 96' - A v A A C 0 850 3 v V v v 6 A \ + \+ \+ \+ + -� + 1 + � +� d + + + + + + \+ + \ \ \ \ �s � I 188 / ,35 X 250 8`I' \ \ \ \ \ 8 \ \ \ \ \ 1 + + +\ +\ + + + +` + + + + + + + + \�` _ ¶98 kF 24' DPE 90 LF 8" PV \ \ INV 584.5 O \ 96 I I I \ \ } +\ - INN. IN80.00 / --INV.-IN-583 INV. O�/T 4.0 _ +\++t+++. . ++ + + 94892 V. OU 72.501 / NV. OUT /0- 2.50 \\ \ \ \ f- --86 - 17 \ \\ \I 1 \\ \ t , ` IP \ \ \�� 26+00 T_ - Imo\ \ \ 2+00 W / 24 -- 3+00 9 LF\12 DPE `22+00 -C \\+00 -..-a.�. ...�. . 0+00 - - I I 3" BER27+u 878 0 6.00 V 19+ 0 try �\ c / NOT�r-- \ \94 �\ N-L �\ M \ \ \ SIT- 10 _ \•' • 1050 SF GRASS FILTER \ \ \` \ \� STRIb �H'I�LT' M TNT \ �U\ . U k \ • • + G PRETREATMENT ' - _ _ I _ BB \ \ 0.55 AC DISTURBANCE \ \ O O 1 'LF SCHCT40P \\ \ 2580 LF 20' PAVED DRIVEWAY / �o\ CON �F. VC UNDERDRAIN \ \ �b90--- ;/ 840IN ,� vv vv WITHIN STREAM BUFFER vvv 5776.5 8 v 11V.v 72.50 v v . 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Ak \ \-Av I\ - \ \ \\\ \ \ \ \ \ \ \ \ �\ �� \\ ----- -------/ vv vv vvvvvvvvvv� vvvv vv 2 STREAM vv �v vv �v v v vvvv "C"v v@1 vDISTURBANC` = 11.66 AC �' k \ \ �\ \ \ \ \ \\ \\ \ \\ \ \ \ \ \ ------ 0 -k X\ \ v v vvv�vvvvvv V� v v v v v vv vvAvVv v v vv v v� v / 0 0// WV iN 12" pVc I LEGEND X 17 INV. 0IN 506. 00 $ /I / 1 1 `�►� \ \\ \ \ \ \ \�\\\ \ \\ I \ \ \--�i�___.__._... _..i�._ ��\- I \ UT 2 F�AS F�LTEY2 RI \\� \ 8 LF 6"hBCH. 40A -III It T7ENT� RF. P�uNDERDRvAN 100 BUFFER DISTURBANCE 571.50, _ *4!* NC ANDPIPE .50 /- / MITIGATION REPLANTING +++++++ I / 4` / / / - \ \ 20 LF GROUTED \ ,(� I EMERGENCY SPILLWAY " \ 2'400 SF BIOR 'ItN T�ION �I A \ \ELEV. 574.50- / Z FILTER' MEDI DE TH, T P 7 \I Ire STONE/6EPTo. TOP o/4. 0 I \ � ,\------ --_ STREAM BUFFER W 30 LP 2gQ HDPE ` 34 1 . r x� 1Nu JD1�iRk9E7 i - - - - - - - INV:'OUT 578'00. -_ ___ - _,-_ _ PROPERTY/LOT LINE CLEA1¢pu .1F I � 7 $ �45'SeH -aa tsvc _ 401 / , OB VATIQN WELL • NV. IN 571.50 TM P 6 5 -11 E `INV. OUT 571.00 1 340 �F/GRAS RLTER/STRIp/ • / ,� I v T�fI/fl ND -� PRIE EA ERT ARE/ / gE EV. 572.00 - ,''. � L "IS ON BF } __ CASTAE A- GI SM O \ I Tp pc/ pJ�J �� PEKE. PVC E9GRAIIj4 / / r' I�j°' °J ,`'D %0 /� Cp/ i' i s 0 \ / L/ccON C. WEJR/ i ���/ '` �- +�. 576.50 - INVESTMENT LE %_x goo \ l DB 4881 PO 41 UGT STORM GfVT // /�// // / /// / // // / 'D SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION S� 3.23 STRUCTURAL STREAM STABILIZATION �S 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE T TRAP DRAINAGE AREA EOFNCONSTRUCTION SEQUENCE PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST_ 434.227.5140 CHARLOTTE_SVUI.E VA, 22902 JHSTIN@SIMV-ENGINEERING.COM OA o�' Grp 2 v IMP Y .45183 Al SSIONAL VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PH3/ MITIGATION PLAN 21.060 // / C13 10 \ \ \\ \ \ \ \ \\� \\\\ \ \ \\\\ \ \\ DITCH #a v6Q8- A� -- /vim\\\ Og ,� - 04, �\ v �v 4 v vv vv v v v F/ A A v v V A V v v � vv v v \ V A VA VAA VAAAAVAAAVAVA\ I � �\ \ / i / \ \ \ 60 2v A A s1 \CO Vo 02 �� �\ // vv v vv vv -600 vv �� A / CO v A \ 00 0000 �9$1 A / s I- v\ v v vv v A\ �� \ \ _ \ \ \ \\ ao _ \ \ \ 96 � \ IN V\ 584.5 \ \ 90 \ 92 94 O INV. - \ \ I \ \ to �� 4.0 �� \\ \ 1 11 IT H - -- A �1► A V A A V A V A \ \\ \\ \\ V v--� v� v v +oo v-- v-20-too 78 _-- v`� v 0.46 AC MITIGATION AREA + + ,,,,v- DISCEii:,7+ _vv WITHIN STREAM BUFFER +++k1MO50 SF GFRASS FILTEF� \ \ - DITCH \ # V A c + + + + + + + UCH 40 NETF�E\TMENT \\\ \\ - 590--- y \ \ \ 6X- / / \ \ \ \ 1 \ '\ \ + + + + + + + + + \\ \ �, 0.23 AC DISTURBANCE WITHIN ITCH 'STREAM BUFFER 2580 LF 20' PAVED DRIVEWAY � \_\ 1 1 \ \ \ .+ + + + + + + + + + \\ \ / ION \ \SIN #2 \ \ \ \ / 1 \ 1� u 1 \ I / \ e TH, �P 576.00 \ \ ��----- --- \ ' \ \1 c00 \\ I I II + >-�+ + + + + + , TOPI s7576. \ - - -' I M I T{ C DTSTQ�= 11.66 C 1 1 5 SCH. A}0 PVC A\ \\\----_-- � \ \ �\ ��� / I I I� ��. 11 \� 1 Ln I II+31d5 !F rbONdECki lyLUMIN / V 1 1 / + + + + + + + N _ 11 ..572.50 __--���'�� �� \\ \ \ \ \ \ / II II 11 \/� \ \ \ `1 1 d cv ++++++++++++ ++++++++++, # �\ \ _ \ / k4% T 570.00 \ \ t f \DOT CG-11 '-�/ \ \/ \�\i// II 1 `I / +++++++++++++ +BOX CWLV€RT+ 8++ \ ' sox i`�'FNTRANCE POND \\ \\ \�_ ��/\ �� 1 1#T�" SPAN T@ RISE 6 x .572.00 \ \ -,-'�� �� �� \ \ `�, \c� \ `1 \ I , \\\1,\�, II OI ++++++++ ++iWI+Tf�14F1€ADiWAt'L+++ u0 + + + + + + + + + + / + + + + + + + + " , 0x a U I 1 II� \ V A + + + + + + + 48 _�� / \ \\ \ { ----- --- -- ��� Y ��'"\� I \V A V 1 1 �I +++++ - M /4 0 UX Vv� 0 -548- Cll -580 - - - Irk x + + + ,� \ 1' --- --' --_ ---/ \\\ \�/ \I \ \�\�Lu ?3 Do (n m - --- _- _--- v� �v v v� 5 /46 ���/� \ ----- / \ ��� \ \ \/F 1 I \ 4 I�F1411S vJ\ ---_ -----_ \ \ \ -\ \ ---� PERF. IVC WNRE / �� -- - - A A� �-�\ I\ IyV.\ 610p - - - ----\ -\ - - \\\\ \\\\\ \`�\/I it D52 E52TI B '--- \��\ / `\ \\ \\\ \\\ / \ 1154 I�F 4 `SCH. 40 PV / ---`---_--_----- \\\ �\``--- - - III\11111I III IIN OUT 545.50/ \\N�\\ BUFFER AREA DISTURBED: 10,100 SF = 0.23 ACRES DISTURBED WITHIN 100' BUFFER MITIGATION PLANTING CALCULATIONS: 90.23 AC AREA DISTURBED WITHIN STREAM BUFFER •0.46 AC REQUIRED 2:1 RATIO MITIGATION AREA (2xO.23=0.46 AC) MITIGATION SOLUTION REQUIREMENTS: RECLAIM 0.46 AC OF STREAM BUFFER BY REMOVING DEAD TREES AND INVASIVE SPECIES. MITIGATION STRATEGY: CLEAR DEAD TREES AND INVASIVE SPECIES AS DIRECTED BY A CERTIFIED ARBORIST WITHIN THE STREAM BUFFER. MITIGATION OUTSIDE OF STREAM BUFFER: N/A LEGEND 100' BUFFER DISTURBANCE MITIGATION ARREA (INSIDE BUFFER) +++++++ STREAM BUFFER PROPERTY/LOT LINE I - + + + + + + v A ti 12 woo woo woo woo + + + + + + ENTION P\OND / +++++ x OTTOM ELEV.\54 . 0 3 STONE AT 6" DEPTHy - + _ \V OP ELEV. 546.50 \ _ /- \ L \ \ \ 8 U P \ X '00I IN.1546.00 WO d\\\OUT 545.00 X U P 74" CMP STANDPIPE RIM (ELEV. 549.00 2" ORIFICE ELEV. 546\5Q DOTE: STREAM BED AND BANKS SHALL BE STABILIZED WITHIN 7 DAYS FROM FHE START OF BACKFILLING. NOTIFY ALBEMARLE COUNTY INSPECTOR. 50 0 50 100 Scale: 1 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC X X 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DD 3.11 RIGHT OF WAY DIVERSION 6W 3.12 TEMPORARY DIVERSION DV DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP - 3.20 ROCK CHECK DAMS CD 3.22 VEGETATIVE STREAM STABILIZATION VS 3.23 STRUCTURAL STREAM STABILIZATION 3.24 TEMPORARY STREAM CROSSING SC TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS ivy 3.35 MULCH MU DC 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE - - - - - - - - - - - - - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 3 1. ONCE CURB AND GUTTER AND PARKING AREA IS COMPLETE, CONVERT SEDIMENT TRAP #4 TO FINAL DETENTION POND DESIGN. 2. CONVERT SEDIMENT TRAPS #1 AND #2 TO DETENTION PONDS. 3. CONVERT SEDIMENT TRAP #3 TO DETENTION POND. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 5. STABILIZE STREAM BUFFERS PER THE MITIGATION PLAN. NOTIFY THE COUNTY INSPECTOR PRIOR TO WORK COMMENCING. 6. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM INLETS. 7. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS. 1V 150 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTE_SVH.I.E VA. 22902 JHSTIN@SIMV-ENGINEERING.COM 00 _ v IMP a i .N .45183 �SSIONAL 6��'\ VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE NO. E&SPLAN PH3/ MITIGATION PLAN 21.060 C14 VDOT #1 - COARSE AGGREGATE DD�IIIII�IIIIII��II�� - - 6' MINIMUM TYPICAL GRAVEL STRUCTURE 1 � RIGHT OF WAY DIVERSION C15 Not To Scale EC-3 MATTING KEY IN 6" 10% SETTLEMENT � y V FREE BOARD Flow 18" MIN. Flow I TYPICAL CLEANWATER DIVERSION CLEAN WATER DIVERSION (CWD Not To Scale Compacted Soil 3 ) DIVERSION DIKE (DD C15 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 112 - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. 4 MULCHING MU C15 Not To Scale TEMPORARY CULVERT CROSSING VDOT #1 COARSE AGGREGATE 6" DEEP 1/2 DIAMETER OF PIPE OR 12 WHICHEVER IS GREATER X, ELEVATION VDO' AGG' CAPACITY OF PIPE CULVERTS TOGETHER = FLOW EARTH FILL COVERED BY LARGE ANGULAR ROCK FILTER CLOTH GULAR TR .L EC-3 MATT KEY IN 10% SETTLEMENT I i' FREE BOARD Flow- ) DEPTH W. 3:1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOWj® 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. VEE-SHAPED DIVERSION s CHANNEL DIVERSION (D C15) Not To Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (L.olium multi-florum) & 50- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Ammual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 5 SILT FENCE (SF) C15 Not To Scale EC-2 or EC-3 Lining per Ditch Calculations on C16 12' ORIGINAL 1 Z GROUND ELEV. Tap Surface Area DRY STORAGE D2 67 CU. YDIACRE N WET STORAGE 67 CU. YDIACRE D1 .. (EXCAVATED) \FILTER CLOTH \ ORIGINAL GROUND EL=A Bottom Surface Area ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE{{ CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ X DRAINAGE AREA N AC.) DIVERSION off_DIKE COARS(A (RELATE E \ EXCAVATED AREA FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data Weir DA Wet Wet Vol. Bottom Dry DryVol. Top SA No. A B C H (ft.) Z (ft.) Length (Acs.) Vol. (ft) Cy SA (sq. Vol. (ft2 ) Cy (sq. ft.) (ft.) (Req.) (Prov.) ft.) (Req.) (Prov.) 1 568.0 571.0 573.0 3.0 2.0 10.5 1.74 116.6 3.0 118.3 855.0 116.6 2.0 119.3 1947.0 2 569.0 572.0 574.0 3.0 2.0 16.0 2.66 178.2 3.0 193.0 1464.0 178.2 2.0 180.0 2860.0 3 544.0 547.0 549.0 3.0 2.0 4.0 0.61 40.9 3.0 41.4 253.0 40.9 2.0 62.5 925.0 4 579.0 582-0 584.0 3.0 2.0 12-5 2.08 139.4 3.0 148.2 1100.0 139.4 2-0 WA 2304.0 12 TYPICAL DITCH DETAIL C15 Not To Scale CULVERT INLET PROTECTION s�)TEMPORARY SEDIMENT TRAP C$ Not To Scale PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 1 La d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) do ✓ PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a or.-> d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GABION BASKET. OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 utrBH a La ft w e Do ID Do ft 3po ft d50 n d5a 0 14 16 24 2 6 0.5 6 1 20 23 36 3 9 1 12 14 16 24 2 6 0.5 6 6 6.67 8 0.67 2 0.5 6 6 7 12 1 3 0.5 6 6 6.67 8 0.67 2 0.5 6 6 20 23 36 3 9 0.5 6 7 ) OUTLET PROTECTION (OP C15 Not To Scale STONE CONSTRUCTION ENTRANCE 70' MIN. A FILTER CLOTH 151 1 AI SIDE ELEVATION B 12'MIN. x 7V MIN. LVDOT#1 COURSE I POSITIVE DRAINA6 AGGREGATE B TO SEDIMENT TRAPPING DEVICE 'MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION IV EXISTING PAVEMENT s1 MOUNTABLE BERM (OPTIONAL) IV MIN. 10 MIN. SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHW-ENGINEERING.COM pt, n 0P1 2 v IMP i .N .45183 14 122 O `�St i-., ASS/nnlet ENG VSMP PLAN FOR CASTALIA FARM WINERY L TOE OF FILLI SECTION A -A ALBEMARLE COUNTY, VIRGINIA 6 ' SUBMISSION: Source: Va. DSWC _ - o o r_ 2022 02 07 (_ DISTANCE IS 6' MINIMUM IF FLOW - : I 10 TEMPORARY SEEDING TS IS TOWARD EMBANKMENT C15 Not To Scale � FLow A REVISION: j 7 $ ]� 2022.04.14 50' MINIMUM 1 1 I I USE TSTON` rF1 OR ALL " CU V`r�RT"' REINFORCED CONCRETE DRAIN SPACE 2022.05.27 TABLE 3.39-ATOP OF BANK 50' MINIMUM ADHESIVES USED FOR DUST CONTROL *OPTIONAL STONE COMBINATION 2022.0s.20 SECTION B-B TOP OF BANK 2022.07.21 Water Application SOURCE: ADAPTED from 1983 lta land Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 $'t^:Nt141't't? i Dilution Type of Rate o' ry 2022.08.29 YP s' Nozzle Gallons/Acre Adhesive Adhesive: Water No e 2 221 0 . 0.03 Anionic147:1 Coarse 14 CONSTRUCTION ENTRANCE (CE) DIVERSION AND/ DIVERSION AND/ P pray 1,200 *kCLASS C15 Not To Scale FILE N0. OR SWALE OR SWALEPLAN VIEWLatex Emulsion 12.5:1 Fine Spray 235 FLow _ 2.5Resin in Water 4:1 Fine Spray 300 OURCE: VA. DSWC PLATE. 3.24-2Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 E & ISContro Detai s VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE RIPRAP Acrylic Emulsion TO REPLACE SILT FENCE IN " HORSESHOE " WHEN a TEMPORARY STREAM CROSSING (SC) (Traffic) 3.5:1 Coarse Spray 350 HIGH VELOCITY OF FLOW IS EXPECTED C15 Not To Scale 11 DUST CONTROL (DC) c,5 Not To Scale 13 CULVERT INLET PROTECTION CIP) C15 C15 Not To Scale Bioretention Basin #1 Gravel Bottom Elevation Soil Media Bottom Elev. .00 574.00 576.00 576.50 Filter Surface Elev. Top of Berm Elev. Standpipe Detail Standpipe Rim Elev. 36" Conc. 574.00 Underdrain (Pert PVC) Primary Spillway 6" Inv. 571.50 32 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.00 10-yr WSE 576.62 100-yr WSE 576.99 Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 3761 564 580 4.04 AC Required Media Area 1393.0 Provided Media Area Trees Provided 2400 7 Shrubs Provided 14 Blofllter Sizing Calculations depth of stone 3.00 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1.2 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.5 1 Sum of equivalent depth 2,_.7 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 3761 1393.0 Bioretention Basin #2 Gravel Bottom Elevation Soil Media Bottom Elev. b Z)u 574.00 Filter Surface Elev. Top of Berm Elev. 576.00 _ 576.50 Standpipe Detail Standpipe Rim Elev. 36" Conc. 574.00 Underdrain (Pert PVC) Primary Spillway Length 6" Inv. 572.00 30 LF Conc. Weir Emergency Spillway Length - 1-yr WSE 576.52 10-yr WSE 576.97 577.22 100-yr WSE Level of Design Level 1 Design Volume Required Pretreatment Vol. Provided Pretreatment Vol. Drainage Area 9834 1475 1500 4.83 AC Required Media Area 3933.6 Provided Media Area Trees Provided 4100 9 Shrubs Provided 23 Biofllter Sizing Calculations depth of stone 2.50 depth of media ponding depth 2.00 1.00 equivalent depth: stone (D x 0.4) 1 equivalent depth: media (D x 0.25) equivalent depth: surface (D x 1.0) 0.5 1 Sum of equivalent depth 22 TV (from VRRM) (cf) Required Media Area = TV / sum of equivalent depth) 9834 3933.6 e COUNTY OF ALBEMARLE Department of Community Development - I%ACxN\P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8- Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores most be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Table AA- ghwesenrom Rherand Basin Design Ci rreria Level 1 Design (RR 40 TP: 25) Level 2 Design (RR: 80 TP: 50) Sian (Section 6.1): Slang (Section Uy jQ2rAm:tvi(AlT12T+ern remainmm vdh5me -- ={F1�`Yt12T+arwremaayna------- volume from upstream BMP from upstream BM P _ Surface Area(sq. IL) = ' Surface-Area{sg-ff)-M=; ==free-volreducod by an upstroarn ume___ --- py mckicad by an urisk"ain aurn I Storage Depth' Depth 1 Recommended maximum Contributing drainage area - 25 acres, orwilli local approval up acres and a maximum OF 50% inlpervfous Maximum Poridrro Derdh = 6 m 12 ihhches z Maximum Pondrrto Deotl = 6 to 12 inches 3 -Flier a Depth Minimum = 24 me es F I He r M our a I 13emi rsmmum = S 9 Inc es; recommended mardmil h =41 9MT-fset recommended maximum =48100 -iioe4 Media & Surface Cover (Sect re 6J61= supplied by vendor, tested for acceptable hydraulic conductivity (a permeability) an phosphorus content Sub -sal Testis 6.21: not needed rt an two infiltration tests per facility (up to 2,5001R ;Section ur hirriew used; Mil infiltration12 rate V2 of lifter surface); Min infiltration rate > 112 iacMha� in order h remove the rmdadmrh move t mciVnur in order to remove the underdmbl requirement' requdrainenL Und9rdrain & Underamu e (Section s.71= Schedule 40 PVC wish clean pus, Underdrain (Section 8.T3 = Schedule 413 PVC with clean -outs and a minimum 124nch stone sump below the irrverY OR, nape, t soil infiltration requirements are met (S� l nfbw curb cuts, trench drains, concentrated tour, or the equivalent m Length of shotest flow PaNOvenall length = 0.3; Length of shortest flow pa#VDnrall length = 0.8; OR, other design methodsused to prevent short- OR, prier design mellbods used in prevent shorl- circudag; a one -cell design (not including the pre- circultrg; a twutell design (not including the treatment cell). pretreatment ctl0. Pre-healment (Section 6A) a pretreatment call, Pre-Ireahnent (Section " a pretieal mend cep grass finer strip, gravel diaphragm, gravel flow phis ale or the follosing a grass their strip. gravel spreader. or another approved (manulacrured) diaphragm, gravel how spreader, or another pre-treaIlmmnt structure- approved (manufacraeM pre-heatrnent structure. mrevamce ow n n Planting Plan fSection 6.8)- a planting limn trx on . - a plantingtemplate include turf, herbaceous vegetation, shrubs, include turf, herbaceous vegetation, slates, and/or trees to achieve surface area coverage at auxHar trees to achieve surface area coverage of at least 911% within 2 years. it using turt, must at least 75% within 2 years. combine whh otherlypes of vegetaron,4. Buflifing Setbacks 3 (Section 51: 10 feel Ifdown grafem from holding or level (coastal plaint 50 feet dup-gradeent. (Refer to additional setback criteria In Sexton 5) Deeded Maintenance O&M Plan (Section M 1 Storage depth is the sum of the Vaid-Rafivporosily trjVr) of the sail mocha and gravel layers multiplied by their respective depths, plus the surface pending tlepth- (Sector 41,1). 7 A pending depth of inches is preferred. Pondng depts greater that 6 inches YAP require a specific planting plan to ensure appropriate palm selection (Section W. 3These are reco nmendarons for simple building foundations- If an in -ground basement or other special conditions exist, the design should be reviewed by a licensed engineer. Also, a special footing or drainage design may he used to justify a reduction of the setbacks noted above Table 9.6. Bioretention Material Specifications Mathew Specification Mows Filter Media to contain Filter Media 85%.88% sand The volume of filter imedia based on 110% Composition • 8%-12% soil fines of the plan volume, to account for settling • 3%-5% organic matter In the form o compaction Of leaf compost P-Index range = 10-30. OR Filter Media Between 7 and 21 mglkg of P in the The media must be procured from Testing soil media. approved filter media vendors. CECs greater than 10 Mulch Layer Use aged. shredded hardwood bark Lay a 2 to 3 inch layer on the surface of the mulch filter bed. Abemative Use river stone or pea gravel, coir and Lay a 2 to 31nch layer of to suppress weed Surface Cover lute martin , or turf cover growth. Loamy sand or sandy loam texture. Top Sod with less than 5% clay content. PH 3 inch surface depth. For Turf Cover corrected to between 6 and 7. and an organic matter content of at least 2%. Use a non -woven geotexhle fabric with Apply only to the sides and above the Geotextilef(hner a Bow rate of > 110 galJmin /sq. It underdraln. For hotspots and concern karat (e.g.. Geotex 351 or equivalent) shes only, use an appropriate Inner on bottom. Choking Layer I nch of sand over a 2 l nch er of err stone (typicalry, #8 a #Big washed gravelayer which is laid over the underdtain stone ). which Stone Jacket for Undeidrain 1 inch stone should be double -washed 12 Inches for the underdrain. and/or Storage and clean and free of all fines (e-g., 12 to 18 inches for the stone storage layer, Layer VDOT #57 stone). if needed Use 6 inch ngld schedule 40 PVC pipe Lay the perforated pipe under the length of Underdrams, (or equivalent corrugated HOPE for the bioretentton cell, and install non- Cleanouls, and rruoo-bioretenuon), with 318-inch perforated pipe as needed to connect with Observation Perforations at 6 inches on center; the storm drain system. Install Ts and Y's Wells position each undenirain on a 1% or as needed depending on the underdraln 2% slope located nor more than 20 configuration. Extend cleanoul pipes to the feet from the next pipe surface with vented caps at the Ts and Ys, Establish plant materials as specified in the Plant one tree per 250 square feet (15 landscaping plan and the recommended feet on -center. minimum 1 inch plant list caliper) In general. plant spacing must be sufficient Shrubs a minimum of 30 inches high to ensure the plant material achieves 80% planted a minimum of 10 feet on- cover in the proposed planting areas within Plain Materials center a 3-year period. Plant ground cover plugs at 12 to 18 it seed mixes are used. they should be inches on -center, Plant container- from a qualified supplier, should be grown plans at 1B to 24 Inches on- appropriate for stormwater basin center depending on the initial plant applications, and should consist of native size and how large it will grow, species (unless the seeding is to establish maintained turf). LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Canopy Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) (SF) (SF) in 10 Yrs OLarge Deciduous Tree Quercos Phellos Willow Oak 2.5" 3 20 370 1110 Allegheny Small Shade Tree Amelanchier Laevis Serviceberry 1" 14 19 130 1820 'Majestic' G Broadleaved Evergreen Shrub Morello Cerifera Wax Myrtle 2' Ht. 37 6 24 888 Total Tree Canopy = 3,818 SF NOTE: THE FILTER MEDIA SHALL EXTEND DOWN TO A DEPTH OF 4' FOR ALL TREES PLANTED IN BIORETENTION BASINS. A MEDIA MIX CONSISTING OF 50% SAND, 30% TOPSOIL, AND 20% LEAF COMPOST SHALL BE USED IN TREE PLANTING AREAS. Table 9.8. Suggested Annual Maintenance Activities for Bloretentfon Maintenance Tanks Frequency • Mowing of grew fitter strips and bioretention turf cover At least 4 times a year • Spot weeding, erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation density As needed • Remove invasive plants using recommended control methods • Stabilize the contributing drainage area to prevent erosion • Spring inspection and cleanup • Supplement mulch to maintain a 3 inch layer Annually • Prune trees and shrubs • Remove sediment in ra-reatment calls and Inflow points once wary 2 to 3 ears • Replace the mulch layer I Every 3 years • � • eGener. hte�"ett'IdK r � r -. /R' E, �o+rp P is sr010111% �a_•�h�._v_ew ��IWn__.: �.-ahMa!•aa.Mln I -p �,' Rgure 9.4a: Typical Bloretendon Basin Level 1 Castalla Farm Modified LD-268 Roadside and Median Ditch Design Form Side Slope Min. Max Channel Lining Type TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE II EC-3 TYPE 1 EC-2 TYPE 1 EC-2 TYPE 1 EC-2 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. IOGt ST. 939.227.5190 CHAItIATl'F_SVO.I.E VA. 22902 JOSTIN@SIm9P-INGOIEERING.COM O�74tip1, n OP Gf 2 cJ IMP > i .N .45183 � 1422 �� , o ASS/nnrer ENG`� VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE N0. SITE DETAILS 21.060 C16 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. IOGt ST. 939.227.5190 CHAItIATl'F_SVO.I.E VA. 22902 JOSTIN@SIm9P-INGOIEERING.COM O�74tip1, n OP Gf 2 cJ IMP > i .N .45183 � 1422 �� , o ASS/nnrer ENG`� VSMP PLAN FOR CASTALIA FARM WINERY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.02.07 REVISION: 2022.04.14 2022.05.27 2022.06.20 2022.07.21 2022.08.29 2022.10.03 FILE N0. 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LINE BEARING DISTANCE E1 N 64'02 06 E 92.02 E2 S 70'28'42" E 56.69' E3 N 56'29'37" E 83.76' E4 N 74'50 33 E 154.24 E5 N 78'1 359 E 100.14 E6 S 78'19 41 E 78.70 E7 N 05'17'36" W 110.08' E8 N 21'11'14" E 60.62' E9 N 51'11 19 W 8.15 E10 N 5T19 26 E 114.71 Ell S 66'16 29 E 32.98 E12 S 30'36 28 E 42.86 E13 S 45'49'08' E 105.06' E14 S 41'50'41If E 140.14' E15 S 36'15 00 E 70.65 E16 S 43'52 57 E 235.39 E17 S 49'25 02 W 17.58 E 18 S 43' 10' 17" E 303.95' E19 S 36'12'31" E 79.07' E20 S 44'32 10 E 382.97 E21 S 42'04 59 E 104.10 E22 S 89'35 36 W 103.52 E23 N 78'35'40" W 112.62' E24 N 48'44'45" W 95.85' E25 N 63'38'54" W 103.81' E26 N 46'48 33 W 138.57 E27 N 40'1 157 W 197.28 E28 N 41'40 26 W 184.04 E29 N 63'47'47" W 262.58' E30 N 76'50 13' W 227.95' E31 S 75'49 20 W 161.69 E32 S 56'01 53 W 97.33 E33 N 62'32 17 W 72.76 E34 I N 47'42'08" W 200.21' BOUNDARY LINE TABLE LINE BEARING DISTANCE L1 S 42'48 22 E 338.94 1_2 S 43'0313 E 285.56 L3 S 42'56'27" E 84.74' L4 S 37'20'25" W 26.19' L5 S 43'51'58" E 240.05' L6 S 10'34 08 E 43.55 L7 S 46'46 50 E 28.33 L8 S 42'04 59 E 1250.70 -\ TMP 65-11D f _-- " I i / I� , i , I- � / \ \ - ,r \ \ r , \ / 1 / I Y ; /a/ a� — -' 1/ \ J r + + + ``+ + + \ \\ \ % \ \ - \ \ CAS�AL�A—CISMONT ; ' -- 1`\ ' ; e - / /.� /�'� + + ; + + + + + `/ + .+I\I, \\I \ , \ 1 INVESTM`ENT LLC _ `-- e -- / \ \ \�-' yr '� I +,__+_-+ + + + + + +`,'v < `\ 1 _ \ _\ 1\/ \--,—_ / .1_ -4 ` { / 1 t /,a\/ I / + + + + + + + + �". + I\ \ \ 1 I I I 1 1 I 1 1 I , I / ` _ I \ \ ` It \\ \\ \ `\ ` \ \ \ I\ `\\ \ __/ /V / A/ -f_i _ lv ,, i r�i / °` \ v v �I 1 v A� `� I v v A A v A v I v A v �AV DB 4881 PG 41� .- --\ -__ __ -' ' 1 / r / F o V ,V ,V _ , ` ; ,I A A `, A I , \ V A\ ,A ' A `` ,\ ,\ ,V \ / \� >( r fTl + + + + t/I + + # -Fl\ i ,1 /""' 1 1 1 I `\ , \ I \ \ \ \ -_` / -/I \_ _' ' ' I _I I _/ I i `_ `__\-I J } + + + + r' +" -F-`+ \_+ `+ 7 \1 -\` \\ '\ I 1 1 I I \ 1 \ \ - `, 1 , \ r \ \ I I `I \ \ \ I \ \ , \ \\\ \�/— _ \' /\ __ - i ,d/ - / / I + + + 1y"+ + + + + +`_+ +i\ a \` `� I 1 I I 1 I 1 1 \ , -I 1 \ I \ \ I / 1 I \ \ \ \ \ \ .1.,-]I \ --, , \ --' `- _—' ,i. / / /' / % / _i '��-+� I , IV _ \ I I I I I 11 '1 11 \ I / / \ \\ \ \\ `` \ ` : I I ' \\ I\ \ , \ I \ , "I \ \ ` - ,// • //'� / r / / / + + + +.-_+-_'{" + + + + + + 4- +�, +\ \ ! 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