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HomeMy WebLinkAboutWPO201900024 VSMP - SWPPP 2019-05-10 `�,,t Afi COUNTY OF ALBEMARLE r 1,v Department of Community Development " ;� 401 McIntire Road,North Wing "V 4' Charlottesville,Virginia 22902-4596 Tel.(434)296-5832 • Fax(434)972-4126 Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name: Hillcrest Vineyard and Winery, LLC VSMP/WPO201900024 Address: 8585 Dick Woods Road Afton, Va 22920 38.0133 N -78.8076 W Prepared by: Name: Monteverde Engineering and Design Studio Prepared for: Name: Hillcrest Vineyard and Winery, LLC SWPPP Preparation Date: 5-10-2019 (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) APPROVED by the Albemarle County Community Dave •. artment Date © 2 /r File Gi/f°0 2-0/ d d 2-1/ 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 DRAFT VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY • GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM FOR OFFICE USE ONLY CONSTRUCTION ACTIVITIES ID Number: (VAR10) REGISTRATION STATEMENT Technical Criteria: IIB D IIC ❑ NEW ISSUANCE ❑ RE-ISSUANCE• MODIFICATION WITH ACREAGE INCREASE ❑ MODIFICATION WITHOUT ACREAGE INCREASE ❑ Existing Permit Coverage Number (if applicable): Section I. Operator/Permittee Information. A. Construction Activity Operator(Permittee). The person or entity that is applying for permit coverage and will have operational control over construction activities to ensure compliance with the general permit. A person with signatory authority for this operator must sign the certification in Section VI. (per Part III. K. of the VAR10 Permit). Construction Activity Operator Name: Moffett Paving and Excavating Contact person: Jay Moffett Address: 310 New Hope Road City, State Zip code: Staunton VA, 24401 Phone number: (540) 943-6415 Primary email: jaymofpay.com CC Email: B. Billing Information (leave blank if same as the Operator identified in Section I.A. above). This entity will receive Annual Permit Maintenance and Permit Modification Fee invoices (if applicable). Name: Contact person: Address: City,State Zip code: Phone number: Primary email: CC Email: C. May we transmit correspondence electronically? You must choose YES and include a valid email in order to pay by credit card and to receive your permit coverage approval letter via email: YES• NO ❑ DEQ 199-DRAFT PAGE 1 8 CONSTRUCTION GENERAL PERMIT(VAR10) REGISTRATION STATEMENT Section II. Construction Activity Location Information. Project site 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 water bodies receiving stormwater discharges from the site. B. Construction Activity Name: Hillcrest Vineyard and Winery, LLC Address: 8540 Dick Woods Road City and/or County and Zip code: Afton VA, 22920 Latitude and Longitude (6-digit decimal degrees): 38.012232, -78.804765 C. Construction Activity Entrance Location (description, street address and/or 8540 Dick Woods Rd Afton VA, 22920 latitude/longitude in decimal degrees): 38.012232, -78.804765 Section III. Offsite Support Activity Location Information. List all offsite support activities to be included under this permit registration. Enter additional areas on a separate page. Offsite areas not included on this registration will need to obtain coverage under a separate VPDES permit. A. Offsite Activity Name: Address: City and/or County and Zip code: Latitude and Longitude (6-digit decimal degrees): B. Offsite Activity Entrance Location (description, street address and/or latitude/longitude in decimal degrees): Section IV. Site Information. A. Acreage totals for all land-disturbing activities to be included under B. Estimated Project Dates this permit coverage. (to the nearest one-hundredth of an acre) (MM/DD/YYYY) Total land area of development(include the entire area to be disturbed under the approved Stormwater 2.09 ac Start date: 04/01/2019 Management Plan): Estimated area to be disturbed (portions with Erosion 2.09 ac and Sediment Control Plan approval only): Completion date: 08/30/2019 Offsite estimated area to be disturbed (if applicable): none C. Property owner status: FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE• D. Nature of the construction activity description (i.e. commercial, industrial, residential, agricultural, environmental): Agricultural E. Municipal Separate Storm Sewer System (MS4) name (if discharging to a MS4): Albemarle County DEQ 199-DRAFT PAGE 2 18 CONSTRUCTION GENERAL PERMIT(VAR10) REGISTRATION STATEMENT F. This construction activity is part of a common plan of development or sale: YES ❑ NO• G. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Include additional HUCs and receiving waters on a separate page. HUC RECEIVING WATERBODY(S) 0208020330901 Andersons Creek - North Fork Rockfish River Section V. 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 approved for the disturbance in Section IV. A.? YES NO ❑ If yes, provide the date of Erosion and Sediment Control Plan approval: 06/04/2019 C. Land disturbance has commenced: YES• NO ❑ D. Stormwater management maintenance agreement included (if applicable): YES• Not Applicable ❑ E. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form. AS&S Entity Name (if different from the Operator identified in Section II. A.): SEE THE FOLLOWING PAGE FOR SIGNATURE AND CERTIFICATION REQUIREMENTS AND INFORMATION DEQ 199-DRAFT PAGE 3 8 • CONSTRUCTION GENERAL PERMIT(VAR10) REGISTRATION STATEMENT Section VI. Certification. This Certification must be signed by a person representing the operator identified in Section II. A. and meeting the requirements of 9VAC25-880-70. Part III. K. Please note that operator is defined in 9VAC25-870-10 as follows: "Operator"means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria:(i)the person hos direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or(ii)the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a storm water 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 storm water pollution prevention plan or comply with other permit conditions). In the context of storm water discharges from Municipal Separate Storm Sewer Systems(MS4s), operator means the operator of the regulated MS4 system. 9VAC25-880-70. Part III. K Signatory Requirements: 1. Registration statement.All registration statements shall be signed as follows: a. For a corporation:by a responsible corporate officer. For the purpose of this chapter,a responsible corporate officer means:(i)a president,secretary, treasurer, or vice-president of the corporation in charge of a principal business function,or any other person who performs similar policy-making or decision-making functions for the corporation;or(ii)the manager of one or more manufacturing,production,or operating facilities,provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations,and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for state permit application requirements;and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship:by a general partner or the proprietor, respectively;or c. For a municipality,state,federal, or other public agency:by either a principal executive officer or ranking elected official. For purposes of this chapter, a principal executive officer of a public agency includes:(i)the chief executive officer of the agency or(ii)a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. Certification: "I certify under penalty of law that I have read and understand this registration statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: �C�a-Z( /7 (�! ilvl T� Signature(signed in ink): Date: Oe Submit this form to the VSMP Authority. 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@deq.virginia.gov DEQ 199-DRAFT PAGE 4 18 INSTRUCTIONS CONSTRUCTION GENERAL PERMIT REGISTRATION STATEMENT PLEASE DO NOT SUBMIT WITH THE REGISTRATION STATEMENT. This registration statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. The following permit actions are covered by this form: new issuance, re-issuance, modification with an increase in acreage and plan modifications that do not result in an increase in acreage. Choose NEW ISSUANCE if this registration statement submittal is to obtain a new permit coverage, RE-ISSUANCE to renew an active, expiring permit coverage or MODIFICATION to modify an active permit coverage When modifying permit coverage, indicate if the modification is increasing the amount of acreage previous covered (MODIFICATION WITH ACREAGE INCREASE) or changing the site design with no increase in acreage (MODIFICATION WITHOUT ACREAGE INCREASE). Existing Permit Coverage Number. Provide the permit number for a modification or reissuance (i.e. VAR10####). 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 named as the operator,that person (or a representative of) must sign the certification in Section V. I. An operator can 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 storm water associated with a large or small construction activity, operator means any person associated with a construction project that meets either of the following two criteria:(i)the person has direct operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications or(ii) the person hos day-to-day operational control of those activities at a project that are necessary to ensure compliance with a storm water 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 storm water pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from Municipal Separate Storm Sewer Systems(MS4s), operator means the operator of the regulated MS4 system. "Owner"means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities, and any public or private institution, corporation, association,firm or company organized or existing under the laws of this or any other state or country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates, charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of state waters in contravention of§62.1-44.5 of the Code of Virginia, the Act and this chapter. "Person"means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state, governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity. B. 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. DEQ 199-DRAFT PAGE 5 8 INSTRUCTIONS CONSTRUCTION GENERAL PERMIT REGISTRATION STATEMENT PLEASE DO NOT SUBMIT WITH THE REGISTRATION STATEMENT. C. 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 allow the operator to pay by credit card and receive permit coverage approval letters immediately upon approval. Section II. Construction Activity Location Information. Location information related to the project site. 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. Provide a descriptive project name(it is helpful to use the same naming convention as listed on the Stormwater plans), 911 street address (if available), city/county of the construction activity, 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. Construction Activity Entrance Location. Provide an address or decimal degrees coordinates and a description of the main construction entrance where the permit coverage letter will be posted. Section III. Offsite 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. If requesting permit coverage for offsite activities, please complete this section. List additional offsite areas to be included under this permit coverage on a separate page. Offsite areas not included on this registration will need to obtain coverage under a separate VPDES permit. A. Offsite activity location information. Provide a descriptive offsite project name, 911 street address(if available) and city/county of all off-site support activities. Provide the 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N,- 77.1234W). Please note that off-site activities not covered under this permit may require separate permit coverage. B. Offsite activity entrance location. Provide an address or decimal degrees coordinates and a description of the main construction entrance. Section IV. Site Information. A.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 development as approved on the Stormwater Management Plans and the estimated acreage to be disturbed by the construction activity as approved under the Erosion and Sediment Control Plans.The offsite estimated area to be disturbed is the sum of the disturbed acreages for all offsite support activities to be covered under this general permit. DEQ 199-DRAFT PAGE 6 18 INSTRUCTIONS CONSTRUCTION GENERAL PERMIT REGISTRATION STATEMENT PLEASE DO NOT SUBMIT WITH THE REGISTRATION STATEMENT. Permit fees are calculated based on your disturbed acreage total for all areas being disturbed under this permit coverage (the sum of all onsite and offsite disturbed acreages). B. 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). C. 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. D. 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 project (i.e. Commercial—one new office building and associated parking and utilities;Transportation—Roads, sidewalks and utilities;Agricultural—3 Poultry Houses, etc.). E. 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. F.This construction activity is part of a 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 9VAC25-870-10. Definitions. I.e. a subdivision, commercial development, business park, etc. G. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waters for the site and offsite areas that could potentially receive stormwater runoff discharging from this activity. The HUC can be either a 12-digit number(i.e. 0208010101) or 2-letter, 2-number code (i.e.JL52). Include additional HUCs or receiving waters on a separate page. You may utilize DEQ's web-based GIS application, VEGIS,to obtain this information. • VEGIS application link: DEQ's VEGIS Mapping Application • Instructions for utilizing DEQ's VEGIS application link: CGP-GIS HUC Instructions Section V. 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. Indicate if the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section IV. A. has been approved. If YES, indicate the date of original plan approval. 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. Stormwater Management Maintenance Agreement per 9VAC25-870-112 A. Choose YES if a maintenance agreement has been included for review and approval. E. 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 than 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. DEQ 199-DRAFT PAGE 7 18 INSTRUCTIONS CONSTRUCTION GENERAL PERMIT REGISTRATION STATEMENT PLEASE DO NOT SUBMIT WITH THE REGISTRATION STATEMENT. • AS&S Entity Form link: Annual Standards and Specifications Entity Information Form Section VI. 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. 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 for the overall operations of a principal geographic unit of the agency. DEQ 199-DRAFT PAGE 8 18 Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.) (Provide a copy of the DEQ coverage letter when obtained) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction schedule and sequence. Include any phasing.) Erosion and Sediment Control Sequencing •A copy of erosion & sediment control plans and permit must be kept on site at all times. -All pumping of sediment laden water from excavations shall be through a sediment filter bag over a stabilized surface. -Concrete wash water shall be handled in accordance with local ordinances. In no case shall it be allowed to enter any surface or ground water systems. Special care shall be made to avoid sediment transfer to downstream properties. Adhering to the sequence below is critical to this regard. -No temporary erosion and sediment control measures shall be removed without the prior approval of the erosion and sediment administrator or designated representative. 1.Contractor is to schedule pre-construction meeting with county and engineer of record. 2.Notify county at least 3 days prior to land disturbing activities. 3.The contractor is responsible for maintenance of all erosion and sediment control measures. 4.Install construction entrance, perimeter controls (e.g. silt fencing), construction road stabilization, 5.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paves or public road surface, the road surface shall be cleaned thoroughly with dry methods (no washing) at the end of each day. 6.Install perimeter control measures and construction entrance. 7.Install temporary sediment trap. 8.Clear and grub site. 9.Remove and stockpile topsoil for reuse at close of project. 10.Commence rough grading, cut and fill. Place fill in lifts no greater than 8", compact to 95% max proctor density. Do not place fill if in situ soil or fill material is saturated or frozen. 11.Install storm drain system and inlet protection as each inlet is installed and culvert protection. 12.Install site utilities. 13.AII trench dewatering shall be through a sediment filter bag. 14.Bring building pad to grade. 15.Install building foundation. 16.Bring parking area to grade and stabilize. 17.Following stabilization of remainder of site, where feasible, contractor shall dewater esc methods through sediment filter bag, remove and stabilize sediment on site. 18.Dewatering and decommission shall be made during a dry period with no rain predicted. Fill operations in direct proximity of esc methods shall be made last. 19.Convert temporary sediment basin to storm detention basin. Trap will be dewatered, dredged, and regraded. 19.1.All areas draining to detention basin shall be stabilized prior to conversion. 19.2.Assemble construction materials on site and ensure they meet design specifications. Prepare staging area 19.3.Install temp e&s controls. 19.4.Excavate core trench and install outfall pipe. 19.5.Install anti-floatation block, riser and orifices. Ensure inverts are at design elevations. 19.6.Construct embankment and internal berms. In 8-12" lifts and compact to specifications. 19.7.Grade basin to final contours. Ensure side slopes and internal volumes are met. 19.8.Install stone for internal wiers, swales, and outlet protection. 19.9.Vegetate and stabilize basin. 20.Upon temporary cessation of an earth disturbing activity or any stage or phase of an activity where a cessation of earth disturbance will exceed 4 days the site shall be immediately seeded, mulched or otherwise protected from erosion and sedimentation pending future earth disturbing activities. 21.Immediately after earth disturbing activities cease, the contractor shall stabilize the disturbed areas. If weather does not permit vegetation, mulch must be applied (VESH - 3.35). 22.ln areas to be topsoiled and planted scarify subsoil 6 to 12 inches prior to placement of topsoil. All areas to be vegetated shall have 4 inches minimum topsoil. Topsoil shall not be placed when frozen or excessively wet. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 4. Erosion and Sediment Control Plan. (Provide a reduced, 11 x 17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 5. Stormwater Management Plan (Provide a reduced l 1x17 copy of the latest stormwater management plan. Do not reference only.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County \♦ FINAL CONTOURS (TYP) BY NONTEVERDE I ♦ ENGINEERING C DESIGN. 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S • '• '----%%'�'" - o-V,-NN W 30 8�M 316i \ 5 0 6 6 - WO° PO �1 O ,��-/OLG OGE PAP ,/ ESEE • ///�1 1`\ // NOTES AND E B S LEGEND ,Ipl / CE - 3.05 -SILTTFUCTION 35TRANCE M---K \t IP - 3.07 - INLET PROTECTION; SEE SHEET C-1.05 A ST-1.01 GSS BY MONTEVERDE ENGINEERING 6 DESIGN 9 pEP /'' ST -3.15 -TEMPORARY SEDIMENT TRAP; SEE SHEET C-1.05 6 ST-1.01 5\- DS- 3.26-3 BY STRAW MONTEVE BALLEEE/ESILTEFENCE PIDESIGN AT C.O' C°- PS - 3.322 -ONLY YPERMAN NTYSEEDINGT) MU - 3.35 - MULCHING PCE- PAVED CONSTRUCTION ENTRANCE (ONLY AT COUNTY REQUEST) r--rT LIMITS OF DISTRUBANCE INSIDE OF THIS LINE 6 SILT FENCE 2.06 ACRES THIS FACILITY IS FOR AGRICULTURAL PURPOSSES THEREFORE THERE WILL BE NO STORAGE OF PAINT/STUCCO/SOLVENT r -NON-HAZARDOUS DUMSTER �,+-' /-- -- SITERWITHI WITHIN OIHTR THE UPPPPER MECHUNS RIVER WATER SUPPLY WATERSHED AND IS NOT IN EXISTING TOPO LINES FROM MARCH 2019 SURVEY BY TOM SHUMATE SURVEYOR, INC (TOM SHUMATE. JR; LS 2042) N: 9 i�' 5-14-19 AUGUSTA PROFESSIONAL PARK LLC TAX MAP 69-20 C 206 DICK WOODS ROAD SHEET 2 NOTE ' • SURVEY DATA FROM TOM SHUMATE SURVEYOR, INC. 1000 VEST MAIN STREET WAYNESBORO, VA 22980 • CONSTRUCTION OF FOREBAY AND DETENTION BASIN SHALL NOT TAKE PLACE PRIOR TO STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA. • THE STORMWATER MANAGEMENT OPEN SPACES ARE SUBJECT TO THE GUIDANCE SET FORTH BY DEO IN THE VIRGINIAAi% 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 RECREATIONS, AND LIMITED MOWING (4 TIMES ANNUALLY) 7Woiiteverde • CONSTRUCTION RECORD DRAWINGS (AS-BUILTS) FOR VSMP WILL BE REQUIRED BY THE COUNTY FOR STORMVATER ISITIPTITESZIlli S. SEE SHEET C-2.02. ngineering&Design Studio A rents/Coirle.oy Development/forms/EngineeringandVPO_Forms/ r P_Construction_Record_Drawings_Pollcy_23Mny2014.pdf �28 West BNC9 Stn3et (-('Fl • WER QUUANTITY REQUIREMENTS ARE MET THROUGH A DETENTION BASIN SIZED TO ACCEPT 2 1 10 YEAR-24 SRMS. WATER VILL BE RELEASED AT OR BELOW PREDEVELOPMENT RATES.STORMVATER QUALITYHarrisonburg• VA 22801 ORNTS ARE MET THROUGH DEDICATED FORESTED OR VEGETATED OPEN SPACE EASEMENT (4.2 AC) AND DRgIN FIELD D DETENTION POND. (54OJ 228-0202 • OUP. HAYESVILLE LOAM, HOG B B'( MR. JEF F • DISTURBEED• S AREA A2.09 AC PROJECT REQUIRES VPDES CONSTRUCTION GENERAL PERMIT. LOTS _(v- . o . PLANT 1 GAL. CREEPING JUNIPER (JUNIPERUS HORISONTALIS) AT 1'O.L. FOR SOIL STABILIZATION ON ALL SLOPES STEEPER THAN 3Hi1V. (16,800 SF) OP U • WORK WITHIN VDOT RIGHT OF WAY REQUIRES COORDINATION WITH VDOT/VDOT LAND USE PERMIT. J m Z • SEE SUB201900053 FOR STORMWATER ACCESS EASEMENT PLAT FRf1CION AND SFDIMFNT CONTROL SEQUENCING j` /-y; U SEOI DKRICK v •.Lici. K6 041454 ➢➢ I zT 0 • A COPY OF EROSION I SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON SITE AT ALL TIMES. •G,May 14,2v24=�j I • • ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE THROUGH A SEDIMENT FILTER BAG OVER A f' STABILIZED SURFACE. S S70U1AL gd('' • CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL ORDINANCES. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE OR GROUND WATER SYSTEMS. \ • SPECIAL CARE SHALL BE MADE TO AVOID SEDIMENT TRANSFER TO DOWNSTREAM PROPERTIES. ADHERING TO THE SEQUENCE BELOW IS CRITICAL TO THIS REGARD. INTERCEPTION TO DISCHARGE TO • NO TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF UNDISTURBED AREA AS SHEET FLOW THE EROSION AND SEDIMENT ADMINISTRATOR OR DESIGNATED REPRESENTATIVE. EXTEND BENCH 10' BEYOND CUT SLOPE GRADE BENCHES TO INTERCEPT 1. CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH COUNTY AND ENGINEER OF RECORD. AT OX TO NATURALLY DISPERSE SHEET FLOW 2. NOTIFY COUNTY AT LEAST 3 DAYS PRIOR TO LAND DISTURBING ACTIVITIES. / SURFACE FLOW DOWN SLOPE 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. I I I \ �.-, C/ 4. INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING), CONSTRUCTION ROAD STABILIZATION, GRAVEL DRIVE/STAGING AREA 5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS,PROVISIONS SHALL BE MADE �i ������`��.� �`�1 TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO TIE PAVED SURFACE. WHERE SEDIMENT IS ...SR*: �^ �+-�.� '.r r� LIMITS OF DISTURBANCE TRANSPORTED ONTO A PAVES OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY WITH >'-�"`^���•� ��. r•� DRY METHODS (NO WASHING) AT THE END OF EACH DAY. i - --,. - �', 6. INSTALL PERIMETER CONTROL MEASURES AND CONSTRUCTION ENTRANCE. I a �•,.� .�...,,,� -�.�_•u _ ►�\ LAY CUT SLOPE BACK AT 2:1 MAX 7. INSTALL TEMPORARY SEDIMENT TRAP. T �'^ �1��-��� \ I. STABILIZE WITH CREEPING 9. CLEAR AND GRUB SITE. � JUNIPER 9. REMOVE AND STOCKPILE TOP SOIL FOR REUSE AT CLOSE OF PROJECT. I I 10. COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER THAN 8',COMPACT TO 95% MAX =+)�•j- 'a'�' PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. �'a'""=i INTERCEPTION TO DISCHARGE TO II. INSTALL STORM DRAIN SYSTEM AND INLET PROTECTION AS EACH INLET IS INSTALLED AND CULVERT PROTECTION. • �%�74.00.\\ UNDISTURBED AREA AS SHEET FLOW 12. INSTALL SITE UTILITIES. 403k { \� EXTEND BENCH 10' BEYOND CUT SLOPE 13. ALL TRENCH DEWATERING SHALL BE THROUGH A SEDIMENT FILTER BAG. //�� % �� 14. BRING BUILDING PAD TO GRADE. CA AT 0% TO NATURALLY DISPERSEIS. INSTALL BUILDING FOUNDATION. N 4 SHEET FLOW 16. BRING PARKING AREA TO GRADE AND STABILIZE. N � / STONE LINED . 17. FOLLOWING STABILIZATION OF REMAINDER OF SITE, WHERE FEASIBLE,CONTRACTOR SHALL DEWATER ESC METHODS \ ° ;_ SWALE-A el% `d \ THROUGH SEDIMENT FILTER BAG, REMOVE AND STABILIZE SEDIMENT ON SITE. O ^.' Q k I8. DE WATERING AND DECOMMISSION SHALL BE MADE DURING A DRY PERIOD WITH NO RAIN PREDICTED. FILL OPERATIONS ` V \\ +' IN DIRECT PROXIMITY OF ESC METHODS SHALL BE MADE LAST. N O 6 , f `�, \ 19. CONVERT TEMPORARY SEDIMENT TRAP TO STORM DETENTION BASIN. TRAP WILL BE DEWATERED, DREDGED, AND L L \\\ 'c ` REGRADED. O fy ` I����JrA� . ,� • 19.1. ALL AREAS DRAINING TO DETENTION BASIN SHALL BE STABILIZED PRIOR TO CONVERSION. O ' 15' RCP UNDER DRIVE 19.2. ASSEMBLE CONSTRUCTION MATERIALS ON SITE AND ENSURE THEY MEET DESIGN SPECIFICATIONS. PREPARE STAGING LIMITS • t ��� f - :11111116\s,,,,, R. 58' C S.4% AREA 19.3. INSTALL TEMP EIS CONTROLS. II II 11 �JI\❑F WP❑ ..• STONE ARMORED SWALE-B 19.4. EXCAVATE CORE TRENCH AND INSTALL OUTFALL PIPE. LL.I J e� Z 19.5. INSTALL ANTI-FLOATATION BLOCK, RISER AND ORIFICES. ENSURE INVERTS ARE AT DESIGN ELEVATIONS. \\\ i 45'x8'-8'xl' J O 19.6. CONSTRUCT EMBANKMENT AND INTERNAL BERMS. IN 8-12' LIFTS AND COMPACT TO SPECIFICATIONS. \ \ \ ,\ ' • I 19.7. GRADE BASIN TO FINAL CONTOURS. ENSURE SIDE SLOPES AND INTERNAL VOLUMES ARE MET. ^1 19.8. INSTALL STONE FOR INTERNAL VIERS, SVALES, AND OUTLET PROTECTION. \ ` V \ \ MAINTENANCE EASEMENT 119.9. VEGETATE AND STABILIZE BASIN. j� O ] / °;.',` ^AROUND RASIN 20.UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A !11�� CESSATION OF EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED,MULCHED OR (.� Allik \ Q �i400 (� `� OTHERWISE PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBING ACTIVITIES. t _ n Off. O . ,. I 21. IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED (r^) LLI-� "` SQ f``'' % a / "� FOREBAY 425 CU ft WITH AREAS. IF WEATHER DOES NOT PERMIT VEGETATION, MULCH MUST BE APPLIED (VESH - 3.35). v J Up 2 GV \ 22.IN AREAS TO BE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR TO PLACEMENT OF TOPSOIL.ALL ' ' 1 OD 1GJ ARMORED SPILLWAY AREAS TO BE VEGETATED SHALL HAVE 4 INCHES MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR c) N \ 1G O C� ` 27'x8'X1.5' EXCESSIVELY VET. Q ,0L\�• \� NG P P _ NORM FLOW TABLE (CFS) - - 0 X�S�� �� 80 ` C� �;;41113-00.• / IYR-24HR 2YR-24HR 10YR-24HR 100YR-24HR ' \ O • ` IRON �/� '� \ �'7.'•P4� ,t ( / FOUND PRE DEV 0.827 1.726 5.142 12.96 "/ U ��- - `�Q , -'' t POST DEV 0.190 1.105 5816 10.98 0 yi(P : V I P • Ilk Q/ l j tr) y'f N .. // '+� 1 1 • .•;. /•, '�•`�V=��� "^ _ RUNOFF STORAGE VOLUMES (CUM CO 1 R V I P NET To 1 A. {� `�+;.j -:• ' �• IYR-24HR 2YR-24HR 10YR-24HR I00YR-24HR CO 2r �� _~MAINTENANCE EASEMENT POST DEW. 4019 4744 7538 U278 \ \ /, ': '/�` BASIN CAP. No. County Review Commenb 4/19/119 TIN A'M�R WA \ � :0° -10' AROUND BASIN AND OUTFACE 14,4z7 �� I;/� 2 County Review Commenb WYt9 50'x8' 8'xl' �% , \ 4' AQiIATIC BENCH IMITS OF WP❑ I 11110IT PROPOSED LEGEND / / 48' CMP RISER W/ ANIT-FLOATATION BASE li FUR :AY II .0" AND ANTI-VORTEX TRASH RACK WITH ARMORED SPILLWAY •�, 40 �0, RIM: 794.00 ® SOIL BORING LOCATION 27'x6'x1.5' C' • • NE' 2.25' ORIFICE W/ SNORKEL INV 790.5 \ �i 0�/ OQS I6] 6' ORIFICE INV: 792.75 SPACED 24' D.C. LIMITS OF DISTURBANCE 18' OUT INV: 790.5' \ Cj DITCH/SWALE > VSMP Permit Review 18' HOPE BASIN DI CHAR STORMWATER DETENTION BASIN Not for Construction 170 LF 18' INV: 789.65 4H:1V SIDE SLOPES - - - EASEMENT BOUNDARY HOPE a 0.5% OUTLET PROTECTION BOTTOM: 790.50 RIP RAP d_50 6' MAX POOL: 794.46 �_: STORM PIPE STORMWATER& Wi= 4'-6' 4' AQUATIC EMBANKMENT CREST: 795.9' La= 8' BENCH POST-DEVELOPMENT STORMVATERMWILL FLOWAOFFETHENBUIILDINGARRATIVE AND OFF THE GRAVEL '�•- - - STORM DETENTION BASIN GRADING PLAN Wo= 12-'6' SOIL BORING J OCATION STAGING/DRIVE AREA AS SHEET FLOW. THE RUNOFF WILL BE COLLECTED IN SWALES AND ROUTED To THE DETENTION BASIN. ANY LOCATION WHERE THE SWALE GRADIENT IS STEEPER GRAVEL Pmjeclmn4wr tB02I (TYPICAL) THAN 1% WILL BE ARMORED WITH RIP-RAP. ar APRIL 19,2019 / / SCALE:f-30'-0' THE PROJECT MEETS CHANNEL PROTECTION REQUIREMENT 9-VAC25-870-66 B.3.n. ppy ETS / DOWNSTREAM CHANNEL PROTECTION IS MET THROUGH ENERGY BALANCE (SEE ATTACHED RIP-RAP rawl �� 11 STORMWATER CALCULATIONS). Chocked by SOR DESIGN MEETS FLOOD PROTECTION REQUIREMENT 9VAC25-870-66 C.1. THE PROJECT RELEASES CREEPING JUNIPER �� •OL POST-DEVELOPMENT PEAK FLOW RATE FOR THE 10-YEAR 24-HOUR STORM EVENT THAT IS . LESS THAN PRE-DEVELOPMENT FLOW RATE. Seale t••3V Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Plan showing pollution activities and prevention practices (Provide a reduced l ix 17 copy of a site plan on which all of the following activity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County (1) Inspections shall be conducted at a frequency of(i)at least once every four business days or NOTE. It at least once everyfive business daysand no later than 48 hours followinga measurable • • CONVEY DATA FROM TOM SHUMATE SURVEYOR, INC. SHOO VEST MAIN STREET RIORETOOST, ILA 22980 ( ) CONSTRUCTION OF FOREBAY AND DETENTION BASIN SHALL NOT TAKE PLACE PRIOR TO STABILIZATION OF THE - storm event.In the event that a measurable storm event occurs when there are more than 48 CONTRIBUTING DRAINAGE AREA. •hours between business days.the inspection shall be conducted on the next business day; IMPERVIOUSER OUPA AREA. 1.01 AC LOAM, HSG B Pe • AREAS 1.01 AC /1"17ft and I DISTURBED AREA 2.08 AC PROJECT REQUIRES VPDES CONSTRUCTION GENERAL PERMIT. I • PLANT I GAL. CREEPING JUNIPER (JUNIPERUS HORISONTALIS) AT 1' O.C. FOR SOIL STABILIZATION ON ALL SLOPES � �nte11 STEEPER THAN 3H,IV. (2) Representative inspections used by utility line installation, pipeline construction, or other rrt FRILCION AND SEDIMENT FnNTRnL SFQUFNCINr similar linear construction activities shall inspect all outfalls discharging to surface waters =_X Engineering 8 design Studio identified as impaired or for which a TMDL wasteload allocation has been established and r • A COPY OF EROSION I. SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON SITE AT ALL TIMES. p r • ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE THROUGH A SEDIMENT FILTER BAG OVER A 128 West BNce Street approved prior to the term of this general permit. n D SURFACE. Harrisonburg,, • CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL ORDINANCES. IN NO CASE SHALL IT BE g VA 2280 1 DRAIN FIELD m O ALLOWED TO ENTER ANY SURFACE OR GROUND WATER SYSTEMS. (540) 228-0202 CO\ • SPECIAL CARE SHALL BE MADE TO AVOID SEDIMENT TRANSFER TO DOWNSTREAM PROPERTIES. ADHERING TO THE (n SEQUENCE BELOW IS CRITICAL TO THIS REGARD. BY MR, 1EFF THE• NO TEROSSIION AND SEDIMENTARY EROSION AND SEDIMENT ADMINISTRATOR?ROL MEASURES SHALL BE OR DESIGNATED REPRESENTATIVE. WITHOUT THE PRIOR APPROVAL OF LOTH -N -O 1. CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH COUNTY AND ENGINEER OF RECORD. OF 2. NOTIFY COUNTY AT LEAST 3 DAYS PRIOR TO LAND DISTURBING ACTIVITIES. �4'' �/ Z. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. / t. -C 0 4. INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING), CONSTRUCTION ROAD STABILIZATION, r ?• D 5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE G SEI'H ODERICK v 70 I TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT ISLic. No. 041454,1 TRANSPORTED ONTO A PAVES OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY VITH DRY METHODS (NO WASHING) AT THE END OF EACH DAY. �',r,May 14,]014� I 6. INSTALL PERIMETER CONTROL MEASURES AND CONSTRUCTION ENTRANCE. Z' 7. INSTALL TEMPORARY SEDIMENT TRAP. ss1O/iAL E''' 8. CLEAR AND GRUB SITE. 9. REMOVE AND STOCKPILE TOP SOIL FOR REUSE AT CLOSE OF PROJECT. 10. COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER THAN 8', COMPACT TO 95% MAX \ ,, PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. \ 11. INSTALL STORM DRAIN SYSTEM AND INLET PROTECTION AS EACH INLET IS INSTALLED AND CULVERT PROTECTION. 12, INSTALL SITE UTILITIES. \ 13.ALL TRENCH DEWATERING SHALL BE THROUGH A SEDIMENT FILTER BAG. I I _ 14. BRITG BUILDING BUILDI PAD TO GRADE. ION. 15. INSTALL BUILDING FOUNDATION. 8� 16. BRING PARKING AREA TO GRADE AND STABILIZE. e`.-.- , 17.FOLLOWING STABILIZATION OF REMAINDER OF SITE, WHERE FEASIBLE,CONTRACTOR SHALL DEWATER ESC METHODS _._��; � � .'- THROUGH SEDIMENT FILTER BAG, REMOVE AND STABILIZE SEDIMENT ON SITE. I ,.ete.T�• �M 18. DEWATERING AND DECOMMISSION SHALL BE MADE DURING A DRY PERIOD WITH NO RAIN PREDICTED. FILL OPERATIONS _...-_-.-='� -- y, �'"-' LIMITS ❑F DISTURBANCE IN DIRECT PROXIMITY OF ESC METHODS SHALL BE MADE LAST. I _- , \ 19. CONVERT TEMPORARY SEDIMENT TRAP TO STORM DETENTION BASIN. TRAP WILL BE DEWATERED, DREDGED, AND I xs �` -----•'!"-- _ . REGRADED. I _ -- ' --T..' = \ 1 19.1. ALL AREAS DRAINING TO DETENTION BASIN SHALL BE STABILIZED PRIOR TO CONVERSION. �.-•� �' 19.2. ASSEMBLE CONSTRUCTION MATERIALS ON SITE AND ENSURE THEY MEET DESIGN SPECIFICATIONS. PREPARE STAGING M''- .�� P❑RT A J❑HN LOCATION AREA y� -ra'� '.- •t. ram-;• 1 i 1 19.3. INSTALL TEMP E&S CONT�7LS. a.e4 - A+_.- �'� NUN-HAZARIIJUS WASTES 19.4. EXCAVATE CORE TRENCH AND INSTALL OUTFACE PIPE. '"`�� 1 19.5. INSTALL ANTI-FLOATATION BLOCK, RISER AND ORIFICES. ENSURE INVERTS ARE AT DESIGN ELEVATIONS. C] Mom.\. \ �� T /a. im S DUMPS.ER 19.6. CONSTRUCT EMBANKMENT AND INTERNAL BERMS. IN 8-12' LIFTS AND COMPACT TO SPECIFICATIONS. (v /r � Q��3 1 19.7. GRADE BASIN TO FINAL CONTOURS.ENSURE SIDE SLOPES AND INTERNAL VOLUMES ARE MET. �/ ♦ 19.8. INSTALL STONE FOR INTERNAL VIERS, SWALES, AND OUTLET PROTECTION. ' ? ♦ ] CULVERT INLET po N J � -� - _ _ 199. VEGETATE AND STABILIZE BASIN. N `� ��// ='a"r ` ` �� ,•'. � ��'°$�\� PR❑T E C i�N 20.UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A i �J ,\'� '»�.. CESSATION OF EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED,MULCHED OR "f' c �r.•� .1.. _� "� ,. . 45.. ='- OTHERWISE PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBING ACTIVITIES. Q ^1 \ - SI -1,,,-----__,----- I 2l. IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED ` �1 6 + /f � /, PAINS, STUCCO, SOLVENT AREAS. IF WEATHER DOES NOT PERMIT VEGETATION, MULCH MUST BE APPLIED (VESH - 3.35). rn �.s. �- 22.IN AREAS TO HE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR TO PLACEMENT O< TOPSOIL ALL O \\\ `+ •~Ff" � STORAGE AND CLEAN OUT AREAS TO BE VEGETATED SHALL HAVE 4 INCHES MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR 1 " % =��� _ LOCATION, SEALED/SHELTERED EXCESSIVELY WET. O CC LIMITS � t � �; '� �.;. � � U OF WP❑ t r.�- • �� ;��Z. c U I APPROVED LL1 �1 z N�\ �'`\ \ mot'-_- \:)\ ����.� I by theAlbemarfe C�►a��t J o 0 ��' - Law r Z artmenl 0 41 rT SQ JS304.: �;'�,►• \� , PROPOSE t. - GEN'.. d v) N oc3 \5-5 p `\`� /�V�� 1� LIMITS OF DISTURBANCE /' /r O \ PP� p'/ ill ( , \ - ��\c'\\\`� '�1- / �� -�- D7TCH7SWALE - O 3 • 600 .J • / © \ / IRON - / - EASEMENT BOUNDARY \J•/ (-1) :o.- \ / •. • \ `,• }• / FOUND STORM PIPE U 2 \ / , - \ -•-• - •- STORM DETENTION BASIN 10 110 S7 `" �;v / t" �' GRAVE 00 L CO \ \� ' �•h+ • RIP-RAP No. Description Dab 40.0 • t - 1 County R•vhw commenb 4(1W9 �� �'i` r +C i CE CONSTRUCTION ENTRANCE (3.02) _ . County Review Cmmmenb W1419 HIST�gEAUSED LIMITS OF WPO �/� SEMENT -OT GRADING f--X� sF SILT FENCE (3.05) V�i / 3D' E RAIN TO TO TOP SOILING (3.30) < •'j- / R • 0 L PNE' GAUGE TS TS TEMPORARY SEEDING (3.31) - P G `I30 SEE SHEET ST-I.01 FOR S / �\ SEDIMENT TRAP & DETAILS 1P CULVERT INLET PROTECTION (3.08) VSMP Permit Review PRELIMINARY CONCRETE PS PS PERMANENT SEEDING (3.32) Not for Construction WASHOUT L❑CATION, / CONTRACTOR MAY CHANGE O Mu MULCHING (3.35) LOCATI❑N IN FIELD Oc Dc DUST CONTROL c3.39) POLLUTION O O PREVENTION PLAN / 0 0TEMP. SEDIMENT TRAP (3.13) Prised number 18027 / / SCALE 1'•30'-0• LIMITS OF DISTURBANCE Dew APR,L 19,7018 Lease by ETS / .IO 5 '1O� Ch«IW N' SOR C-1 .05 So ,._>o. • B. Sources of Pollutants,locations, and prevention practices Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures C. Sources of Pollutants, continued. Common activities and minimum control and prevention ractices Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site 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 Paving operations Roads and driveways pans and absorbent/oil dry for all paving machines to limit leaks and spills Direct concrete wash water into a leak- Concrete washout Current location and detail shown proof container or leak-proof settling and cement waste on plan basin 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 painting,and cleaning discharge of soaps,solvents,detergents and wash water,paint,form release oils and curing compounds. Water shall be filtered,settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery Material delivery and storage Designated area shown on plan and storage.Placed near construction entrances,away from waterways and drainage paths Follow manufacturer's instructions Material use during building process Building areas .MSDS's attached. waste collection area will not receive a substantial amount of runoff from upland Solid waste disposal Current designated container areas areas and does not drain directly to a on plan waterway.Containers have lids covered before periods of rain,or are in a covered area.Scheduled collection to prevent Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County • Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures overfilling.MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable sanitary facilities will be Sanitary waste Current locations shown on plan provided,and 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 control as specified on plan. Wash Waters Wash areas shown on plan Minimize the discharge of pollutants from equipment and vehicle washing Designated areas and details shown on Provide containment and filtering for all Vehicle and equipment washing plan wash waters per the plan Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products, construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.) D. Non-stormwater discharges Discharge Pollutants or Pollutant Location on Site Constituents Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Moffet Paving and Excavating 310 New Hope Rd, Staunton, VA 24401 Phone: (540) 943-6415 Attn: Jay Moffet F. Response and reporting practices Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills,leaks and discharges as follows; Report all spills,leaks and discharges as follows; (Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.) G. Pollution Prevention Awareness (Describe training and procedures to provide awareness and compliance for all measures in this document; waste management,wash waters, prevention measures, etc.) Contractor is responsible for disposing of all wastes and unsuitable materials legally. No burning, burial, discharge, or dumping is allowed on site. Wash waters shall be collected, settled, evaporated, or filtered prior to release. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County • Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. (Provide detailed measures for any applicable TMDL) This project falls in the Stockton Mill Creek - Mechums River- Rivanna River- James River TMDL Exists for Rivanna River watershed in the Middle James River Basin for E. Coli. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 8. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.) Moffett Paving and excavating - Virginia Responsible Land Disturber Attn: Jay Moffett 310 New Hope Road Staunton, VA 24401 (540) 943-6415 Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 9. Signed Certification (Provide certification according to 9VAC25-870-370) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Operator Name: Travis Strong Company: Monteverde Engineering& Design Studio Title: Partner Signature: / / Date: 3/22/2019 ITRA . S ONG d Lic. No. 41978 w 0 'e4 002�2019 C � sIONAL # Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County • Section 10. Delegation of authority. (Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution prevention plan. A f)rmal, signed delegation of authority is needed.) Delegation of Authority IAA,e `"" Gi b (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 Hillcrest Vineyard &Winery construction site.The designee is authorized to sign any reports,stormwater pollution prevention plans and all other documents required by the permit. Jay Moffet (name of person or position) Moffet Paving and Excavating (company) 310 New Hope Rd, Staunton, VA 24401 (address) (city,state,zip) Phone: (540) 943-6415 (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 tepresentative% Operator Name: Company: �d / `f f� v l4C c>/��G 7(4tr f .. Title: Signature: Date: -----z1/ Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP)Albemarle County Section 11. General permit copy (Provide a copy of the construction general permit, 9VAC25-880) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section B and F.) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part Il, section B and.F.) • Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County SWPPP INSPECTIONS In accordance with Part I B.4.d and Part II F of the General VPDES Permit for Discharges of Stormwater from Construction Activities and Chapter 10 of the Harrisonburg City Code of Ordinances: 1. Personnel responsible for on-site and off-site inspections. Inspections required by this general permit shall be conducted by the qualified personnel identified by the operator in the SWPPP. The operator is responsible for insuring that the qualified personnel conduct the inspection. 2. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as follows: a. Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at least once every five business days and no later than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next business day, and b. Representative inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired or for which a TMDL wasteload allocation has been established and approved prior to the term of this general permit. 3. Inspection requirements. a. As part of the inspection, the qualified personnel shall: (1) Record the date and time of the inspection and when applicable the date and rainfall amount of the last measurable storm event; (2) Record the information and a description of any discharges occurring at the time of the inspection; (3) Record any land-disturbing activities that have occurred outside of the approved erosion and sediment control plan; (4) Inspect the following for installation in accordance with the approved erosion and sediment control plan, identification of any maintenance needs, and evaluation of effectiveness in minimizing sediment discharge, including whether the control has been inappropriately or incorrectly used: (a) All perimeter erosion and sediment controls, such as silt fence; (b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping measures; (c) Completed earthen structures, such as dams, dikes, ditches, and diversions for stabilization; (d) Cut and fill slopes; (e) Sediment basins and traps, sediment barriers, and other measures installed to control sediment discharge from stormwater; (f) Temporary or permanent channel, flume, or other slope drain structures installed to convey concentrated runoff down cut and fill slopes; (g) Storm inlets that have been made operational to ensure that sediment laden stormwater does not enter without first being filtered or similarly treated; and (h) Construction vehicle access routes that intersect or access paved roads for minimizing sediment tracking; (5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for initiation of stabilization activities; (6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days for completion of stabilization activities within seven days of reaching grade or stopping work; (7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion and sediment control plan prepared in accordance with department- approved annual standards and specifications has not been properly implemented. This includes but is not limited to: (a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof; (b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments prior to discharge; (c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of maintenance, or inadequate design are considered unprotected; (d) Sediment deposition on any property (including public and private streets) outside of the construction activity covered by this general permit; (e) Required stabilization has not been initiated or completed on portions of the site; (f) Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of stormwater from below the surface of the wet storage portion of the basin; (g) Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of stormwater from below the surface of the wet storage portion of the trap; and (h) Land disturbance outside of the approved area to be disturbed; (8)Inspect pollutant generating activities identified in the pollution prevention plan for the proper implementation, maintenance and effectiveness of the procedures and practices; (9)Identify any pollutant generating activities not identified in the pollution prevention plan; and (10)Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general permit. 4. Inspection report. Each inspection report shall include the following items: a. The date and time of the inspection and when applicable, the date and rainfall amount of the last measurable storm event; b. Summarized findings of the inspection; c. The location(s) of prohibited discharges; d. The location(s) of control measures that require maintenance; e. The location(s) of control measures that failed to operate as designed or proved inadequate or inappropriate for a particular location; f. The location(s) where any evidence identified under Part II F 3 a (7) exists; g. The location(s) where any additional control measure is needed that did not exist at the time of inspection; h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as a result of the inspection or to maintain permit compliance; i. Documentation of any corrective actions required from a previous inspection that have not been implemented; and j. The date and signature of the qualified personnel and the operator or its duly authorized representative. The inspection report and any actions taken in accordance with Part II must be retained by the operator as part of the SWPPP for at least three years from the date that general permit coverage expires or is terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection report does not identify any incidents of noncompliance, the report shall contain a certification that the construction activity is in compliance with the SWPPP and this general permit. The report shall be signed in accordance with Part Ill K of this general permit. • VSMP INSPECTION REPORT Project: GCP Number: Notice of Coverage posted? ❑YES ❑NO SWPPP available for review? ❑YES ❑NO Inspection Inspection Conducted By Date/Time (must be the Qualified Personnel identified in the SWPPP) Date of Last Rainfall Measureable Amount ❑ Not applicable since inspection frequency is at least once every four business days Storm Event Record the information and a description of any discharges occurring at the time of the inspection Record any land-disturbing activities that have occurred outside the approved erosion and sediment control plan Have controls Are controls been Installed In effectively Describe any maintenance needs or other deficiencies that were Inspection requirements: accordance with minimizing Identified and the location of the deficiencies(e.g.have controls been the approved sediment Inappropriately or incorrectly used?) ECP? discharges? All perimeter erosion and sediment ❑YES ❑NO ❑YES ❑NO controls(silt fence,etc.) Soil stockpiles and borrow areas(for stabilization or sediment trapping ❑YES ❑NO ❑YES ❑NO measures) , +,h4c1 ?1 p r e�• + ei A�j:�!v.::b`trhE�`�`', 4! Y �-! U ,•;;xu ¢. 4� s�� '•!, �. ''F. +F'.:7:4,o.',ifoio.„ia.h7yr.iJt `°b '•r,: f,l VYei+: +rs M ars'i.i. 3S, i ,r •`T. ..{�.N°nr'.Fii3 ,.f{i ?`+hi 4 1Y .F�"T7�1.•,';tG �S.i,. „ Fes-,y�,- N i Its {; •r, - -.6... • ;3�a ;� ,.SIE,•�- -,� y x.i ..,c,'±r.,: ��`�> �:d�r'.T�,�± U,.� .i?a,. ...y.�t f✓�ef..ti:-ry,r� j •� �: •�IY, f w Ohl,-' .33dh'� i.�,v�rJ:,�� :yr ;✓�' ,;�� �y•�;tti G•'ri, 4u'.F.,. .,.�. p> `i. {;`{�: �k..:s:,�yyt '14cfiY�'y{ �.«�,r,'Ksrt;�•u:* -f�T',-. 3i•, ,r.a!t�,.5ss1-?4._'Liw `.�i1'J-,� ..',v3,y ,p�r., �#yy� .r. •`,.,.+�r �! •,. l: y�`:h i>✓,:.. .�5,,. ✓%'a n{ .t '' 1,,ito-f. .rr7f 1 ,01 }tk. 1y4li t -.•A -,I'+ ." .. ^;} - ! 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'T�:il;?�l fiil!5 '�s,.l r�r.� G W'�"` wr�r`yt ff 5✓w��xp'ti-v t:,� vi f r"'n J`��fi`;, 4+y�-FAA 57ii .i.:wl•,x -p i r.,;1 �'•�il(t,'•f "C. 1.`itn1,'r% ,!il- r�i.Ufr� f.:s ,'�i,•.Ly Tr IMI � rc}5 r:F^.rr yP T3f ',11SIvCk All perimeter erosion and sediment controls(silt fence, etc.) El YES El NO ❑YES ❑NO Soil stockpiles and borrow areas(for stabilization or sediment trapping ❑YES ❑NO ❑YES ❑NO measures) • Completed earthen structures, such as dams, dikes, ditches, and diversions for ❑YES ❑NO ❑YES ❑NO stabilization Cut and fill slopes OYES ❑NO DYES ❑NO Sediment basins and traps, sediment barriers, and other measures (installed to control sediment discharges from ❑YES ❑NO El YES ❑NO stormwater) Temporary or permanent channels, flumes, or other slope drain structures (installed to convey concentrated runoff down cut and YES ❑NO ❑YES ❑NO fill slopes) Storm inlets (to ensure that sediment laden stormwater does not enter without first ❑YES ❑NO ❑YES ❑NO being filtered or similarly treated) Construction entrances and access routes (for minimizing mud/sediment tracking) ❑YES ❑NO ❑YES ❑NO • Have stabilization activities begun on areas that have reached final grade or that will remain dormant for more than 14 days? ❑ YES ❑ NO Were stabilization activities completed within seven days of reaching final grade or stopping work on areas that have reached final grade or that will remain dormant for more than 14 days? ❑ YES ❑ NO inspect fot'i#te pEes�nce df thefoilowing Concentrated flows of stormwater in conveyances (such as rills, rivulets or channels)that have not been filtered, settled, or similarly treated prior ❑ YES ❑ NO to discharge, (or evidence thereof) Sediment laden runoff that has not been filtered or settled to remove sediments prior to discharge ❑ YES ❑ NO Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to surface waters. ❑ YES ❑ NO Inlets and catch basins with failing sediment controls due to improper installation, lack of maintenance, or inadequate design ❑ YES ❑ NO Sediment deposition on any property(including public and private streets)outside of the construction activity covered by the general permit Ei YES 0 NO Required stabilization (initiated or completed on portions of the site?) ❑ YES ❑ NO Sediment basins/traps without adequate wet or dry storage volume ❑ YES ❑ NO Sediment basins where the riser appears to be leaking, water appearsto be leaving the basin around the barrel pipe(rather than through it), or the dewatering device appears to be dewatering basin from below the El YES ❑ NO water surface Sediment traps that allow stormwater to discharge from belowthe surface of the wet storage portion of the trap ❑ YES CI NO Land disturbance outside of the approved limits of disturbance ❑ YES ❑ NO ''�-�^ f f '`�r Lt�+`��1,�'.�� "Aar � t• -5'`� '� � !';yst "t�:�s:; tt}N, i r - � v-r.rt '�� - .t'r,K"` �-'h�..�1�: `�r4L;.; 'y s ., ,, 'd' r'.o"r Y k-,��. ., ;hi;. '9 -3Y.;u�l l."".,••:c�T( iy. :'t!(- rt! �,�f� ..�:ec! ,i C�• y�y=��"'Ft,. .� �. nm tP. } kar.,. .. t� 1f � ar .tiV :�."if3`'"..: itia i LF Xt ,ll r sl:,iH ...... r. � � ,,^,;.� (J`s:-.. 1..t�...,,, ,,,,,,,,,,,i..,r.t... �' . •,.. ..-. :. '� .,,... a,,,..Y �>r,t' •:,U r�p�P u{r�`� Uc�tvP�"`t�r;. `� } :� .,.....'s. .,t.:+�t rN ..t'�' -µ � .c Y.r_c„C. .,..; .;�. .����,; ,����t�i�. c ��n !; �r ,a a ��� P.l�;�f�-. �. �i-, � �4.- �,y :�:.h. .'�2C��iirlti��'.te'tittfE:'� ,,(' .G.,�>� >-.sa!�.'�:a.+�.3J::,."i#;r..:,f�.,..'S.. r � t+t �lfErr.[ r'�i'�� •e, S"d,it�A+-,t r.;cr;�q_tyi�'.: Y,, r, ,rr- ����.:i :x�: 11,l�t; � `t�C� �+ t c I1t�sr,-,: .e+ n� .. ... .:.2�.}'F i ;`cam.-. .?�3 'e'+�h> "(150,';;,�+$" �'(:o,� t a t ...a--. 5.i.- C t II. 'S' L �",.- .,t4i.,:6�x..�fr:.,.�.. .,_<< .- ,= .�,^>f�i�,Gt?F��Nfk.�-/4��'ki9hi'�':�F���i��;�aF, ,�., „S�i'�'���...._"��'a�'sf.,^���f�'+Ph l �lfa'��� ��� y�UrX- �f�F 2..aC''� i�`t�f >t rt ; >` r .,- _-. �4 ,Y ':.i ' �.� t ram, „ x.w. .,;._]!S4�.,a,:...� t'.. ,`-.`:; Have the controls Inspect the pollution prevention controls been properly Are controls Describe any maintenance needs or other associated with the pollution generating activities implemented as effectively minimizing deficiencies that were identified and the identified in Table 8.1 of the SWPPP outlined on the PPP pollutant discharges? location of the deficiencies (e.g. have controls sheet? been inappropriately or incorrectly used) Clearing, grading or excavating ❑ N/A ❑ YES ❑ NO E YES ❑ NO Paving operations ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Concrete washout and concrete waste disposal ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Structure construction, stucco,painting or cleaning ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Dewatering operations ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Material delivery and storage ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Material use during building process ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Solid waste disposal ❑ N/A ❑ YES El NO ❑ YES ❑ NO Sanitary waste disposal(porta johns) ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Landscaping operations ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Vehicle Fueling or Maintenance ❑ N/A ❑ YES ❑ NO ❑ YES ❑ NO Other(describe) ❑ YES ❑ NO ❑ YES ❑ NO Other(describe) ❑ YES 0 NO ❑ YES 0 NO Other(describe) ❑ YES ❑ NO ❑ YES ❑ NO Other(describe) ❑ YES ❑ NO ❑ YES 0 NO Other(describe) ❑ YES ❑ NO ❑ YES ❑ NO Identify the material(s) and document the location or presence of any evidence of pollutant discharges that are not authorized by the general permit Identify the location(s)where any additional control measures are needed that did not exist at the time of the inspection List the corrective actions required (including any changes to the SWPPP that are necessary)as a result of the inspection or to maintain permit compliance Document any corrective action(s) required from a previous inspection that have not been implemented "I certify under penalty of law that I have read and understand this document and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Signature: Date: Name: Title: (must be either the Operator or Delegated Authority, not necessarily the person who conducted the inspection)