HomeMy WebLinkAboutWPO202100046 VSMP - SWPPP 2021-08-12A COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
TeL (434) 296-5832 • Fax (434) 972-4126
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Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Project Name: Bames Lumber
Address: The Square, Library Avenue, & High Street,
Crozet, VA 22932
Prepared by:
Timmons Group
608 Preston Avenue, Suite 200
Charlottesville, VA 22903
434.295.8317
Prepared for:
Milestone Partners
300 2"d St. NE
Charlottesville, VA 22902
Contact: Mr. Frank Stoner
434-245-5804
SWPPP Preparation Date: September 1, 2020
(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
(Provide a signed completed copy of the DEQ registration statement)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR OFFICE USE ONLY
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM ID Number:
CONSTRUCTION ACTIVITIES (VAR10) Technical Criteria: 11110 IIC ❑
REGISTRATION STATEMENT 2019
NEW ISSUANCE ❑ RE -ISSUANCE ❑
MODIFICATION WITH ACREAGE INCREASE ❑
Existing Permit Coverage Number (if applicable,
Section I. Operator/Permittee Information.
MODIFICATION WITHOUT ACREAGE INCREASE 71
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:
Contact person:
Address:
City, State, Zip Code:
Phone Number:
Primary Email:
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 ❑
Rev 04/2019 PAGE 1 1 7
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
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:
Address:
City and/or County and Zip Code:
Latitude and Longitude
(6-digit, decimal degrees format):
C. Construction Activity Entrance Location
(description, street address and/or
latitude/longitude in decimal degrees):
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 may 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 format):
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 this
permit coverage. Report to the nearest one -hundredth of an acre.
Total land area of development (including the entire
area to be disturbed as approved in the Stormwater
Management Plan):
Primary estimated area to be disturbed (portions with
Erosion and Sediment Control Plan approval only):
Offsite estimated area to be disturbed (if applicable):
C. Property Owner Status:
D. Nature of the Construction Activity Description (i.e.
commercial, industrial, residential, agricultural,
environmental):
E. Municipal Separate Storm Sewer System (MS4)
name (if discharging to a MS4):
B. Estimated Project Dates
(M M/DD/YYYY)
Start date:
Completion date:
FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE ❑
Rev 04/2019 PAGE 2 1 7
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
F. Is this construction activity part of a common plan of development or sale? YES ❑ NO ❑
G. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Attach a separate list if needed.
HUC I RECEIVING WATERBODY(S)
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 submitted to the VESCP Authority for review? YES ❑ NO ❑
Erosion and Sediment Control Plan Approval Date (for estimated area to be disturbed).:
C. Has land disturbance has commenced? YES ❑ NO ❑
D. 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
Rev 04/2019 PAGE 3 17
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
Section VI. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements
of 9VAC2S-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that
operator is defined in 9VAC2S-870-10 as follows:
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater
associated with a large or small construction activity, operator means any person associated with a construction project that meets
either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including
the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those
activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state
permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the
storm water pollution prevention plan or comply with other permit conditions). In the context of storm water 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 similar policy -making or decision -making functions for the corporation, or (ii) the manager
of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management
decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term
compliance with environmental laws and regulations,• the manager can ensure that the necessary systems are established or
actions taken to gather complete and accurate information for state permit application requirements, and where authority
to sign documents has been assigned or delegated to the manager in accordance with corporate procedures,
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively' or
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the
agency or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the
agency.
Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this
document and all attachments were prepared in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage
the system or those persons directly responsible for gathering the information, the information submitted is to the best
of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting
false information including the possibility of fine and imprisonment for knowing violations."
Printed Name:
Signature (signed in ink):
Date:
Section VII. Submittal Instructions. Submit this form to the Virginia Stormwater Management Program (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
constructionep@dea.vi rgi n ia.eov
If the locality is the VSMP Authority, please send to:
The Local VSMP Authority insert address below
Rev 04/2019 PAGE 4 17
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. 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 (Ora
representative of) must sign the certification in Section VI. 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 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 (d) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance
with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct
workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context
of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated 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 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.
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 Virginia
Stormwater Management Program (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.
Rev 04/2019 PAGE 5 17
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
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 5-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 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).
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 9VAC25-870-50. Definitions.
Le. a subdivision, commercial development, business park, etc.
G. 6'h Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6'h 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
Rev 04/2019 PAGE 6 17
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
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. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section IV. A. has been submitted to the Virginia Erosion
and Sediment Control Program (VESCP) 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.
• 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. 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 responsibilityfor the overall operations of a principal geographic unit of the agency.
Section VIL 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 to include their mailing address.
Who is the VSMP Authority for my oraiect7 DEQ or the locality7
• 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.
http://www.deg.virginia.gov/Programs/Water/Stormwate rMa nage me nt/VSM PPermits/ConstructionGeneralPermit.a spx
Rev 04/2019 PAGE 7 17
Section 2. Notice of general permit coverage
(This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.)
(Provide a copy of the DEQ coverage letter when obtained)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 3. Nature of activity
(Provide a detailed narrative of the construction activities. Include or reference a construction schedule
and sequence. Include any phasing.)
This project includes the extension of Library Avenue, High Street, and the Square, the construction of
Park Ridge Drive, and associated utilities and landscaping. The total limits of disturbance on this project
is 18.64 acres.
The property is bounded by the railroad and Route 240 on the north, Oak Street on the west, and
residential communities on the south and east.
All construction shall take place in accordance with the Erosion and Sediment Control Sequence of
Installation on plan sheet 21)(1). Estimated construction dates are as indicated on the Registration
Statement.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 4. Erosion and Sediment Control Plan.
(Provide a reduced, I W 7 copy of the latest Erosion and Sediment Control Plan. Do not reference
only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE FLAN APPROVING AUTHORITY MUST BE RETIRED ONE WEEK PRIOR TO THE
PRECONSTRUCTION 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
62Y02-W EROSION AND SEDIMENT CONTROL REGULATIONS.
3. &1 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 PUN SHALL BE
MAINTAINED ON THE SHE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN ARTS OTHER THAN INDICATED
ON THESE PUNS (INCLUDING, BUT NOT LIMITED TO OFF SUE BORROW OR WASTE
AREAS), TEE CONTRACTOR SMALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FOR REVIEW AND APPROVAL BY THE PUN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE MR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY WE PLAN APPROVING AUTHORITY.
2. 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 DBNnTERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECTALL EROSION CONTROL MEASURES PERIODICALLY AND
AFER EACH W NOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CIEANUPTO
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. &I WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL
SHALL BE INERT MATERIALS ONLY, FREE OF ROUTS, STUMPS, WOOD, RUBBISH, AND
OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN ] DAYS OF COMPLETION PER
ZONING ORDINANCES MON 5.1.28.
13. ALL TNEAT MATERIALS
SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF
THE CODE OF ALBEMARIE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL- TYPE POWER EQUIPMENT
SHALL BE UMIED TO THE HOURS OF]:OWN TO 9:CORP.
15. BORROW, FILL O0. WASTE ACTIVITY SHALL BE CONDUCTED IN A WE MANNER THAT
MAINTAINS LITERAL SUPPORT, OR ORDER TO MINIMIZE ANY HA]ARD TO PERSONS,
PXY$ICgL DAMAGE TO ADJACENT LW N D AND $IRUCRF$/IMPROVEMENTS, AND DAMAGE
TO ANY PUBLIC STREET BECAUSE OF 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 PUN REGARDLESS OF THE SALE OF
PINY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SMALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS
TO BE AT 75 MEIACRE, AND IN THE MONTHS OF SEPTiMBER TO FEBRUARY TO CONSIST A
50150 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 SOLBS/1C05F. ALTERNATIVES PRE SUBJECTTO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT SEEDING AND
MULCH. AGRICULTURAL GRADE LIMESTONE SMALL BE APPLIED AT 90LBS/1C055F,
INCORPORATED INTO THE TOP 4-6INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT
IODOLBS/ACRE AND CONSIST OF A 10-20-10 NUIRIEW MIX. PERMANENT SEEDING SHALL
BE APPLIED AT 1BOLBS/ACRE AND CONSIST OF 95%KENTUCKY 31 OR TALL FESCUE AND
O-5%PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED
AT BOLB$/1005F. ALTE0.xATNES ARE SUBJECT TO APPROVAL BY TEE COUNTY EROSION
CoxiaouNSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. BELT TRAPS SMALL BE CLEANED WHEN 50%OF THE WET STORAGE VOLUME
IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY
TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION BYRES WHICH
COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURE ARE NO LONGER
NEEDED, SUBJECT TO APPROVAL MY TEE COUNTY EROSION CONTROL INSPECTOR.
$OILS INFORMATON:
SB-BELVOIR LOAM 2T07 PERCENTSLOPES 16TO301NCMESTO RESTRICTIVE FEATURES
HYDROLOGIC GROUP', D
]B- BRADDOCK LOAN, 2 TO ] PERCENT SLOPES, GREATER THAN 60INCHES TO RESTRICTIVE
FUTURES, WELL DRAINED, HYDROLOGIC GROUP: B
81- BMDDOCK CUY WAM, ] TO 15 PERCENT SAPE, GREATER THAN 60INQIES TO
RESTRICTIVE FUTURES. WELL DRAINED. HYDROLOGIC GROUP:B
14C - CHESTIER LOAM, ] TO 15 PERCENT SLOPES, GREATER THAN ED INCHES TO RESTRICTIVE
FUTURES, WELL DRAINED, HYDROLOGIC GROUP: B
3EC- HAYEMLLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60INCHES TO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP:A
BIB-THURMOND LOAM, 2 TO ] PERCENTSLOPES, GREATER THAN W INCHESTO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP:B
M - UDORTHENIS, LOAMY, GREATERTEAN 60INCHES TO RESTRICTIVE FEATURES
PROJECT DESCRIPTION
THIS PROTECT CONSISTS OF 3 ROADS AND 3 MINI ROUNDABOUTS, ALONG WITH ASSOCIATED ROAD, CULVERTS AND
STORMWATERMANAGWENTFACILIRES. LIMITS OF CLEARING AND GRADING ARE 18.10 ACRES.
ADJACENT PROPERTY
THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. TEE PROPERTY IS &YJNDED BY THREE
NOTCHED ROAD (STATE SEE. 240) ON THE NORTH, COMMERCIAL PROPERTIES ON THE WEST, AND RESIDENTIAL
PROPERTIES TO THE EAST AND SOUTH.
EXISTING SUE CONDTIONS
THE SITE IS CURRENTLY CONSISTS OF COMMERCIAL AND INDUSTRIAL USES. THEMAJORITYOFTHESMIS
ABANDONED.
OFF -SITE AREAS
PROPOSED ROADS WILL CONNECT TO EXISTING HIGH STREET, THE SQUARE, HILLTOP STREET, AND UBRMY AVENUE.
CRITICAL EROSION PEAS
EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION
CONTROL. ADDITIONAL ATTENTION IS M BE FOCUSED ON DISTURBANCE IN THE AREAS OF STEEP SLOPES.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
CURRENT MERTON CRIME VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF
THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WANED OR APPROVED BY A VARIANCE BY LOCAL
AUTHORITIES HAVING JURISDICTION.
STRUCTURAL PRACTICES:
L TEMPORARY CONSTRUCTION ENTRANCE-3.02 ATEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT
THE LOCATION INDICATED ON THE PLANS. R IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED
THROUGHOUT CONSIRUCNON. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED
PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
2. SILTFENCEBARRIER-3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE DEMME WTIH
MINIMAL GRADES TO FILTER SEDIMENT USED RUNOFF MOM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO
INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED PEAS AND PREVENT SEDIMENT FROM LEAVING
THE SIZE.
3. STORM DRAIN INLET PROTECTION-3.0] STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE
STRUCTURES AS INDICATED ON PUNS. ITS PURPOSE 15 TO PREVENT SEDIMENT MOM ENTERING THE STORM
DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
4. CULVERTINLETFROTECTUON-3.08 A SEDIMENT FILTER PACED ATTHE INLET OF A QJLVERTTO PREVENT
SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION.
B. OUNETPROTECTION-3.1B STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CH NNEL
SECTIONS TO PREVENT SOONER AND PROTECT THE gRLET STRUCTURE.
B. RCCKCHMNESM- 3206MALLTENUMPARY STONE DAM CONSTRUCIEDACRO$3A$WALE CT DRAINAGE DRCE.
10. TREEFROTECTION- 3 ED PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND
DIBTURBI NG AND CONSTRWTICN ACTIVITY.
11. DUST CONTROL -3.39 DUST CONTROL IS M BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND
AIR MOVEMENT.
VEGETATIVE PRACTICES:
L MPSOIL(TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND
STOCKNLED FOR OUTER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSI E AND SHALL BE
STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.
2. TEMPORMY SEEDING-3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 3D DAYS
SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF
THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR E 15 APPLIED.
3. PERMANENT SEEDING-3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY
PUNTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL SMOTE.
MANAGEMENT STRATEGIES
L PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY
FOLLOWING INSTAWTION.
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE MOM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER
REQUIRED M COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SMALL BE IN ACCORDANCE WITH STO. B SPEC. 3.32,
PERMANENTSEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR 'MINIMUM CARE LAWNS"AND'GENERAL SLOPES' IN
THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:I, SEED TYPE SHALL M AS SPECIFIED
MR 'LOW MAINTENANCE SLOPES' IN TABLE 3.32-D OF THE HANDBOOK. MR MULCH (STRAW OR FIBER) SHALL BE
USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED
PRIOR TO MULCHING.
MAINTENANCE (SEE 'MINIMUM STANDARDS" FOR ADDITIONAL INFORMATION).
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING
RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR
L CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT
WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER.
2. CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS
NEEDED.
3. CHECK WE CULVERT INLET PROTECTION FOR SEDIMENT BUILDUP. CLEAN OR REPLACE AGGREGATE IF CLOGGED
BY SEDIMENT. REMOVE SEDIMENT AND RESTORE THE IMPOUNDMENT RI 95 ORIGINAL DIMENSIONS WHEN
SEDIMENT HAS ACCUMULATED TO ONE HALF OF WE DESIGN DEM.
SEQUENCE OF INSTAWTION
L A PRE CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY EM INSPECTOR, CONTRACTOR, OWNER,
AND ENGINEER. THIS MEETING SHALL TAKE FIRM ATTHE COUNTY OFFICE BUILDING. CLEARING LIMLI$ MUST
BE FLAGGED PRIORTO THE MEETING WEEK ONE (Q WEEK OF NOTICE.
2. INSTALL CONSTRUCTION ENTRANCE.
3. INSTALL PERIMETER SILT FENCE AND TREE PROTECTION FENCING.
4. CLEAR AND GRADE ARM FOR THE SEDIMENT BASIN AND INSTALL
5. INSTALL DIVERSION DIKES NECESSARY MR DRAINAGE TO SEDIMENT BASIN AND REMAINING SILT FENCE.
6. ONCE THE SEDIMENT BASIN AND THE PERIMETER CONTROL MEASURES ARE IN PLACE, CONSTRUCTION WITHIN
LIED MAY BEGIN.
Z. ROUGH GRADE PROTECT AREA.
S. INSTALL ROADS AND ASSOCIATED UTILITIES. INSTALL IMET AND OUTLET PROTECTION.
9. ONCE UPSLOPE ARIAS ARE PERMANENTLY STABILIZED, AND WITH THE COUNTY INSPECTOR APPROVAL, REMOVE
IWfT PROTECTION, DEWATER SEDIMENT BASIN, AND CONVERT TO LEVEL 1 WET MIND. REMOVE REMAINING
EROSION AND SEDIMENT CONTROL MEASURES.
10. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
MINIMUM STANDARDS:
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT
WITS THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS -L PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE AHED TO DENUDED AREAS WITHIN
SEEN DAYS AFTER FINAL GRADE HE REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT
FINALGRADE NE WILL REMAIN DO MANIFOR LONGERJHAN 14 DAYS. PERMMENTSTABILIZATION
SHALL BE APPLIED M AREAS THAT ME TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MI DURING CONSTRUCTION OF THE PROJECT,$OIL STOCKPILES AND BORROW ARMS$HALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT 15 RESPONSIBLE
FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILE$ ON $TIE
AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MI APERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
A GROUND COVER 15 ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT
EROSION.
MS -4. 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-DLSNRBING
ACIMIY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PUCE.
MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DUKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS . SEDIMENT TRAPS AND SEDIMENT BASINS SMART BE DESIGNED AND CONSTRUCTED BASED
UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CMACR Y OF SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER
ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS
THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISES OF FLOW FROM DRAINAGE
AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY
SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134
CUBIC MANOR PER ACRE OF DRAINAGE WERE WE OIIIFALL SYSTEM SHALL AT A MINIMUM,
MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR
DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCUUTIONS SHALL
CORRESPOND TO A BARE MUM CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE
THE SEDIMENT BASIN IS UTILIZED.
MS-]. CUT AND FILL SHAPES SMALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE
EROSION. SLOPES THAT ME FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SMALL BE PROVIDED WITH ADDITIONAL SHAPE STABILIZING MEASURES UNTIL TEE
PROBLEM IS CORRECTED.
MI CONCENTRATED RUNOFF SHALL NOT FLAW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CR NNE4 FLUME OR SLOPE DRAIN STRUCTURE.
MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
MS-I0. 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
MS-Il. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE
OPERATIONAL ADEQUATE p111ET PROJECTION AND ANY REQUIRED TEMPORARY OR PERMANENT
CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL
MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE LEE WORK ARM TO LEE 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.
MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN
ANY SIX -MOM PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF
NONMODIBIE MATERIAL SHALL BE PROVIDED.
MS 14. ALL APPLICABLE FEDERA4 STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR
CROSSING WE WATERCOURSES SHALL BE MET.
MS 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AMR WORK IN THE
WATERCOURSE IS COMPLETED.
MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE 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 FROM DEWATERING OPERATIONS SMALL BE FILTERED OR PASSED THROUGH
AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
GOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF SITE PROPERTY.
D. MATERIAL USED FOR BACKRLLING TRENCHES SHALL BE PROPERLY COMPACTED UNORDERED
MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. RESTMIUnnONSHAUBEACCOMMSHEDINACCOMANCEWTHTHESE REGULATIONS.
F. APPLICMLESAFEHYREGUMTIONSSHALLBECOMPUEDWHX.
MS-1]. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS PROVISIONS
SMALLER MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE
PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE
ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED MOM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AMR SEDIMENT IS REMOVED
IN THIS MANNER. THIS PROVISION SMALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO
URGER LAND DISTURBING ACTIVITIES.
MS-I8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS
AFTER FINAL SUE STABILIZATION OR AMR WE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS MERW15E AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND LEE
DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY SUABRUGED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
MS-l9. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SUES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN V LLI VELOCITY AND PEAK
FLOW RATE OF STORM HATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN
ACCORDANCE WEEK THE FOLLOWING STANDARDS AND CALIFORNIA
A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SUE SHALL BE DISCHARGED
DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL PIPE OR STORM
SEWER SYSTEM. FOR THOSE SUES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM,
DOWNSTREAM STABILITY ANALYSES AT THE OUHALL OF THE PIPE OR PPE SYSTEM SHALL BE
PERFORMED.
B. ADEQUACYOFALLCHNNNELSAND PIPES SHALL BEVERIFIED IN THE FOLLOWING MANNER:
(I)THE APPIUM SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE ARM TO THE POINT
OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE
MNMNnNG DRAINAGE ARM OFTHE PROTECT IN QUESTION.
(2)NATURAL CHANNELS SMALL M ANALYZED BITTER USE OF AMN-YEAR FREQUENCY
STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND
TWO -YMR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS.
(SHALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SMALL BE ANALYZED BY THE USE
OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP
LOS MAKE AND BY THE USE OF ATWQYEAR STORM TO DEMONSTRATE THAT
STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS.
EUPIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR
FREQUENCY STORM TO VERIFY THAT STORMWATER WILL RE CONTAINED WITHIN THE
PIPE OR SYSTEM.
C. IF EXISTING NATURAL RECEIVING CHANNES OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS
OR PIPES ARE NOT ADEQUATE, THE ARROGANT SHALL:
(L)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR FREQUENCY STORM WILL
NET OVERTOP THE BANKS AND ATWO -YEAR FREQUENCY $CORN WILL NOT CAUSE
EROSION TO THE CHANNEL BED OR BANKS; OR
ZHIMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR FREQUENCY
STORM IS CONTAINED WITHIN THE APPURTENANCES; OR
(3)DEVELOP A SIZE DESIGN THAT WILL NOT CAUSE THE PRE DEVELOPMENT PEAK RUNOFF
RATE MOM A TWPYUR STORM TO INCREASE WHEN RUNOFF OUTULHS INTO A NATURAL
CHANNEL OR WILL NOT GWE THE PRE DEVELOPMENT PEAK RUNOFF RATE FROM A
TEN-YEAR STORM M INCREASE WHEN RUNOFF ODUALLS INTO A MAN-MADE CHANNEL.
(4)PROPME A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER
DEIENTIOWRETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN
APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION.
D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS
AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.
F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETENTION, HE
SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PUN FOR MAINTENANCE OF TEE DETENTION
FACILITIES. THE PUN SHALL SET HIM THE MAINTENANCE REQUIREMENTS OF WE FACILITY AND
THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
m�
CUTTALL FROM A DETENTION FACILITY SHALL BE A RECEIVING CHANNEL AND
EG.
$ E
UTTALLDISCHARGED A I FACILITIESASrvEo
AT TRANSITION
ENERGYRYTO PROVIDDISSIPATIONS HA STABILIZED
EOUTFRO THE
NECESSARY TO PROVIDEASTABNZEDiWWSEION FROM THE FACILITY TO THE RECEIVING
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CHANNEL.
U �
X. ALL ON -SUE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
ETC
EROSION OR NON
LINCROPETY
PROPERTY SHALL BE DNERTE0 TOA5TABLE OUTLET, ADEQUATE CHANNEL OR OElENT10N FACIIIIY.
SHAESOFSHEET RTED TO A STATMAVDEST, TIONFAILIY
CHANNEL OR DETENTION
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RESIDENTIAL STRIAL NOT BE CONSIDERED
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INSTEAD, THE DMENT ELOPMENTNOT WHOLE, SHAPD
SEPARATE DEVEIBEASIPRO]MELOPMENTPiHEDEVELOPMEM,ASAMETERSSHAREM
CONSIDERED A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECTTHE
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ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING fALNUT10Ni
K. ALLMEASURES USED TOPROTECT THE PROPERTIES AND WATERWAYS SHALL BEICALREEMPLOYED
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RA
MANNERWHICHMINIMIZES IMPACTS ONLEE PHYSICAL, CHEMICAL AND BIOLOGICAL REFORM OF
RIVERSSTREAMS AND OTHER WATERS OFTHE STATE.
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MR
SES ANY FLOW R TE CAP CITY REQUIREMENTS
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MANADDRESSESANY
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WE FLOW RATE VELOCITY REQUIREMENTS
DESIGNED
FOR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO
THENATURALWATER
QUALITY TORELEASETHE EOVER 40HOURS;
EE
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EE
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•
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•
REGULATIONS.
REGULATIONS.
•
N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC5D-60-66
•
OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS
SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANARD 19.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
EROSION AND SEDIMENT CONTROL NOTES
�
IS '. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HUNDREDS AND VIRGINIA REGULATIONS 4VAC
50-30 ENS REGULATIONS
ES -2', THE EROSION AND SEDIMENT CONTROL AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION.
ES-3: HIS CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN UND
DISTURBING ACTIVITIES.
ES -4'. A COPY OF THE APPROVED SEES CONTROL PUN SHALL BE MAINTAINED ON THE SUE AT ALL TIMES.
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
0
THESE PUNS THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PUN TO
THE OWNER FOR REVIEW AND APPROVAL BY TEE PUN APPROVING AUTHORITY.
ES-6'. IF THE APPROVED EROSION CONTROL STRUCTURES DO NOT SUCCESSFULLY CONTROL SOIL
EROSION THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY
THE PLANAUTHORING AUTHORITY, AT NO ADDITIONAL COST TO THE THE EROSION AND SEDIMENT
CONTROL AIITHOREV.
ES-]'. &I DISTURBED AREAS ARE TO DRAM TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SHE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
ES-R
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH
RUNOFF PRODUCING RAINFALL. ANY NECESSARY REPAIRS NEEDED TO MAINTAIN THE
EFFECTIVENESS OF THE EM STRUCTURES OR SYSTEMS SMALL BE MADE IMMEDIATELY.
ES-9'.
PERMANENT OR TEMPORARY SOIL STABILIZATION SMALL BE INSTALLED TO DENUDED AREAS
WITHIN SEVEN DAYS AFTER FINAL GRADE IS RUCHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STMELQATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED ARTS
THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UNDISTURBED FOR LONGER
z
THAN 14 DAYS. PERMANENT STABILIZATION SMALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
OOWANT ONE YUR.ALL1AN MUST COMPLETEDACCORDINGINS TO THE
STANDARDS Arvo SVECIF[CwnONS SECTION 3.31 AND 3.321ry THE VIRGINIA EM CONTROL
NDARDS AND SPECIFICATIONS 3.32 IN
HANDBOOK.
ES -30:
ALL SEEDING SHALL BE MULCHED IN ACCORDANCE E WITH THE VIRGINIA EM STANDARDS AND
SPECIFICATIONS ON MULCHING SECTIONN 3.35.
ES-11:
TEMPORARY AND PERMANENT ES SHOULD BESSOTHECONSISTENT WUHTHE
VIRGINIA
HANDBOOK FOR THE PIEDMONT REGION OF VIRGINIA UNLESS OTHERWISE APPROVED BY THE
PIEDMOTSEED REGION OVEB
EROSION AND SEDIMENT CONTROL AUTHORITY.
ES-12;
PERMANENT STABILIZATION WILL NOT BE ACCEPTED BY THE EROSION AND SEDIMENT CONTROL
AUTHORITY UNTIL U IS UNIFORM, MATURE ENOUGH M SURVIVE, AND INHIBITS EROSION.
ES-13:
ONCE THE DISTURBED AREAS HAVE BEEN STABILIZED TO THE MI SFACTION OF THE SIC
INSPECTOR, ALL EROSION CONTROL STRUCTURES SHALL BE REMOVED.
911012020
DRAWN J,
C. GARNER
GSHIFELETT
CUMCKFD By
G KOTARSKI
111,
38593
L
SIDE ELEVATION
FYI6TING
PARGERGER
SPACING BETWEEN CHECK DAME
A L
I
L - THE DISTANCE SUCH THAT POINTS A
AND S ARE OF EQUAL ELEVATION
210 ACRES OF DRAINAGE AREA:
6"
T
FILTER
HALT R
CLOTH
CLOTH
(OPTIONAL)
(DOWNSTREAM VIEW)
(OPTIONAL) DOWNSTREAM VIEW
( )
VWT#1 COARSE
VDDT#1 COARSE
AGGREGATE
FLOW
pGGREGATE
7)
CD
' OR SIT OF DITCH
LASSI RIPRA
HEIGHT
9.R0
PIPE OlTlET •eeeITIOAS
'i
•�p„- .
PHASEOUT ITORATARED,
FREOREFIRADDRANNAL
CDI—
SERT ON FIT REACCOMWENEADFACAR
GL=TfflM7=E'VZRFl� EACH
.. ��.
-`
TEN •::
�t aIMSE
•.
W.
NOTE V6 RPR .GR EORPRM Ge61gIBA9RELOR
GRARDSACTS
L I6THE LENGTH OFTIERAPMPAPRMA6C AUCTEU USING PLATES
THEMAIIMUMSTCNEDAAaETERBUTewT STHANe
eNCHESUE
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS•
PLANPNGDATES
SPECIES
SEPT. 1-FEB. 15
SWSOMIXOF
ANNUAL RYEGRASS
(LOU UMMULTYFLORUM)
A
CEREAL(WINTER) RYE
(SECALE CEREALEj
FEB. 16-APR. 30
ANNUAL RYEGRASS
(LODUM MULTI -EARDRUM)
MAY 1-RUG. 31
GERM4N MILLET
(SETARIA ITALICA)
TS
TEMPORARY SEEDING PLANT AL
TABLE 3.32-D
RATE ILHSIACRE)
2 X A• Mv9D SILT FENCE DROP INLET PROTECTION DROP ADDED MAN
FRAME
W
AN
MAX.
MUM
CE
.EX
SS
U ^_
V AT
DEGREES
50-100 PERSPECTIVE NEWS
STARE
FABRIC
�100 - 1'
NH.
5O h
T DETAIL A
ELEVATION OF STAKE AND FABRIC ORIENTATION
FAE. APPA THIN EOF RUT
TECTCBI As APPUCABI£ ww nE ARE INLET
DEBTSw
A RRATVRY]PAT AREA (SLOPE NO GREATER THAN SCH WERE
THE INLET SHEET OR OVERLAND ROWS (NOT EXCEEDING 1 EF.SJ ARE
3.31 IP TWICAL THE METHOD SHALL NOT APPLY M INLETS KROENING
DEN
CENTRATEO ROM, SUCH AS IN OFFER CQ HIpIWAY MEDIANS.
TOTAL CBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175260 LOS.
KENTUOKY3I OR TURF -TYPE TALL FESCUE 90-000%
IMPROVEDPERENNNLRYEGRASS 0-5X
KENTUCKY BLUEGRASS MAE
GENERAL SLOPE FDA OR LESS)
KENTUOKY3I FESCUE 1SO Ms.
REDTOP GRASS 21B5.
SEASONAL NURSE CROP • 2111H5.
50 CBS.
LOW MAINTENANCE SLOPE (STEEPER THAN 3:11
KENTUOKY3I FESCUE 1061BS.
REDTOPGRASS 2IB5.
SEASONAL NURSE CROP • OCCURS.
CROWNVETCH" 20LBS.
ISOLBS.
USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW'.
FEBRUARY 16TH THROUGH APRIL ..... ANNUAL WE
MAY 1ST THROUGH AUGUST I5TH .... FOXTAIL MILLET
AUGUST I6TH THROUGH OCTOBER .......... ANNUAL WE
NOVEMBER THROUGH FEBRUARY I5TH ___.__WINTER RYE
SUBSTITUTE SERICEA LESPEDE DN FOR CROWNVETCH EAST OF
FARMVILLE, VA (MY THROUGH SEPTEMBER USE HULLED SERICEA. ALL
OTHER PERIODS. USE UNHULLED SERICEA). IF FIATPE , IS USED IN LIEU
OF CROWNVTTCH, INCREASE RATETO SO LBSJAERE. AILLEOUMESEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAYBE
ADDED TO ANY SLOPE OR LOWAMINTENANOE MIX DURING WARMER
❑D0 0110
STANDARD ORANGE NNYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO Po3TS (PRE -WEATHERED WOOD,
GALVANIZED STEEL. IRON CIA THICK PVC PLASTIC). AT LEAST
CO• ABOVE FINISH GRI WITH SPAN BETWEEN POSTS NO
GREATERTHAN 6 CANCENTER. EVERY NINIHPOSTSHALL
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
FENCE AS ATREE PROTECTION FENCE.
TYPICAL ORIENTATION OF TREATMENT - I $OIL (STABILIZATION BLANKET)
-'IN SHATTRAW SLOPEE, —IRS PETUNIA
RI Do"E"INGS MAY BE
APPLIED ACROSS THE SLOPE.
AMPERE AFFAIR IS A BERM AT ARE TIRE BERM
BE RIE RA)PE. BRING THE MATERIAL
AGO, We OACER ELF BERM AND ANWOR IT
BEHIND OFF BERM
ON STEEP SLOPES, APPLY PROTECTING
FRADNEGING PARALLEL AD THE MI
OF FLOW AND ANCHM SOCCUI
LEVEL MCA SEROME Sil
INATIAL-LAREEND FARM ARE END 'w.
UNDER A- AND STABLE AT 12-
IN DITCHES, APPLY PROTECTWE COMBATS
PARALLEL TO FIRE DIRECTOR OF FLOW. USE GREEN
5DRITS AS ROOMED ANCEND DURING MATERIAL IN
ARE DENBY, OF THE BATCH IF AT All- ROSSI
NO SCALE 3'39 QP
SILT FENCE CULVERT INLET PROTECTION
AAsi.ANCE IS 6' `FLOW ++OPTIONAL
STONE COMBINATION
MINDUM F
ROWS
fi�'F�TI
TRIMMED
EMOME
EM6ANNMFNi
JHIGH
CUE
^wOT g3. NA. 0. { OR
CLA$$ I
COARSEAGCItEGAM TO REPLA
PoPRAM
DRSEsIrc • xNwVELOOTV OF FLOW IS EA➢ECR
300-1
FULLACIELTH OF
REDEEM AND EXPECAMES OPERATION
PLAN VAHEW
IRN
HIGH 1WHAD
SECTION A -A
HEINFICARNMEADCONCRETE
u .+SECTIONB
CHOWACTEO601L
I II
IeM ;iI �IIiI —
DD (io 0B
BRATEAMIRTINTOTHETRAIRCH
ALINGTH LE" e.,
5e�
Fla«
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
a
R A M
SF DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
PARAL AR UP I
:
PROf IF n.. n.A+ w.
.; AIM I
ro
Ii
WIN
i
PLAN
A AHM al ry AT AHOt� u01 I nal 1, 0,F1
Wtl 4 IJv f . ANO l.. Lnt
rseeveM+pw[u
V p. e�A—MMAJA CI CIA., --'I'D yr
apyn..rnlrLtlu2 n¢am rmw ee inm[ HDO'DIMnm MILIRG—S."frnm
IAMMx MAA".A. .IJclvsm MEAR—ARN.
PAVED WASH RACK
EP
�IA
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do
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911012020
CDWYNER
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SHIFFLFTT
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G KOTAKSKI
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LAID,
Table 15: Sediment Basin design (spec 3.14)
Sediment Basin design
MIN. 1'WI SPILLWAY
2'WITHOUT
CREST OF EMERGENCY
SPILLWAY
drainage area (acres)
8.56
basin volumes: (using 1' contour intervals)
DESIGN HIGH WATER
rzs-YR. STORM ELEV.)
elevation (ft) contour area (sf)
volume(cy)
cumulative volume
Ds•
(cy)
MW. va•
664 5147
RISER CREST
665 6102
208.3
208.3
• DRY • STORAGE
DEWATEPoNC
666 7114
244.7
453.1
• wEr • sroRAGE
667 8182
283.3
736.3
668 9307
323.9
1060.2
669 10489
366.6
1426.8
sEDIMENr cLEANOGr PDINr
(• wEr • sroRACE REDUCED
TO 3� C.Y./ ACR♦y
670 11727
411.4
1838.2
671 13022
458.3
2296.5
wet storage:
wet storage required (cy) (67'DA)
573.6
design high water (25 year storm)
669.0
dewatering orifice elevation (ft)
667.0
top of dam (ft)
671.0
wet storage provided at this elevation (cy)
736.3
top width of dam (ft)
8.0
available volume before cleanout (cy) (33"DA) error
bottom of basin (ft)
663.0
cleanout elevation (ft)
665.0
approx. bottom dimensions:
367x7T
distance from cleanout to orifice (ft) (> 1')
2.0
upstream face slope:
31
downstream face slope:
31
dry storage:
dry storage required (cy) (67'DA)
573.6
baffles:
No
principle spillway crest (ft)
668.0
length of flow, L (ft)
NA
total storage provided at this elevation (cy)
1060.2
effective width, We (ft)
NA
diameter of dewatering orifice (in)
5.0
L / We (baffles required if > 2)
NA
diameter of flexible tubing (in) (orifice+2")
7.0
collars:
No
runoff:
depth of water at spillway crest (ft)
NA
'from hydroCAD calculations
slope of upstream face (Z 1)
NA
slope of barrel (Sb)
NA
Q 2yr
15.3
length of barrel in saturated zone (Ls)
NA
Q 25yr
71.7
number collars required
NA
dimension of collars
NA
principle spillway:
667.7
available head (ft)
1.3
emergency spillway:
No
riser diameter (in)
60*
bottom width (ft)
NA
slope of exist channel (ft/ft)
NA
trash rack (in)
72
minimun length of exit channel (ft)
NA
barrel length (ft)
55
crest of spillway (ft)
NA
head on barrel through embankment (ft)
3.8
diameter of barrel (in)
48'
" Use permanent SWM riser and pipe
SB
3.14
TEMPORARY SEDIMENT BASIN
#1
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1441LT N ��� 000
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} DRAWN BY
C. GAYNER
• DESIGNED BY
• C. SHIFFLETT
• CHECKED BY
C. KOTARSKI
• • SCALE
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t >• r� r� LIMITS OF CLEARING AND GRADING D.B. 4185, PG. 27\�.� �C
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SOIL INFORMATION PA L J-1 E C. 0.4� / 24 7 \ \
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IP ® INLET PROTECTION 3.07 / N1Y056A2-01-0Q071DO I L2 Q���^ry \ / I / 15'V.EP.CO. EASEMENT E
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D.B. 83A QG. 3 Rh 10' CENTEL EASEMENT W s o,
D.B. 324, PG\\. 90, 92 \�`P� x 72 . \ \ \ \ , \ ¢a � c� oo z
SB SEDIMENT BASIN 3.14 (PLAT)\\ Q�`>�� \ �� QJ��\ / t�� ' \\ x \ \ , �� \_ \ I` \ \ > o N
O \/ fn
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PERMANENT SEEDING 3.32 n \ / /` \i (�' \ �i \ / / / II \ �\ \ p \ U O
MULCHING 3.35 8•• � QJ , ��� \� o
\ ` \ � 7f' \\ w w
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723.8 / \ \ \ 724.2 \ / / / \ \ \ \ \ \ pie o
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/F CH RLOTTE B. / %
TP TP TREE PRESERVATION FENCE 3.38 %{(v1M /NAND SAR/rl y / / 1 1 8. 4568, PG. 724 \ 725.9� 25.1 / \ \ \ \
A J\ ( / / \ \ \ x \ / x / CONCRETE SL9B \ \ /' a � I \ \
T L� FRIZZELL 721.4 % \ l �' vi
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D.P.33, PG. 3 / /\ t�4i \ l / \ \ / (PARCEL 001) , , p
// �/ I �/ \ x 23.6 I 3.983 AC.
DC DUST CONTROL 3.39 \ \ D.8�3�4, PG. 90/92 \ / ` \ \ / \ \ ' \ '
\, (PLAT) l Q �� J )2 \ I l , > - 72� ,/ / 1 Ss / . \ 1 / / 0
\ 717. Q \ I / 15' .EP.CQ EASEMENT I \ 7= O
D. . 4182, PG55�?61 (PLAT) y _
/ b - CONCRETE SLAB I / \ � F� � �L-r1' P E .m ~
` �` \ / - - - - - - - - - - - _ _ _ 724- 30'V.EP.O�AEMENT 56A2-01-00-07180 I / O� \ / Ow
/ SF CONCRETE 7{B--------- / B,
/ 0.4 3855, PG. 487, 494 PIL Aq rr�� / S /
/ 16 pJ \ \ // �� / I I--CR(lLETNEWTO /I�SSOCIATES,LLC I // ,' / / `/ 88 ' H
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716.7 \ I I x /y ` \ �� // \\ �` DRAI A VI E _ , \ // / 1 a // %20.1 \ \ ,' l / � 911012020
x I ` \ I �V r y I\ \ , FOR EDIMEN x / / ,/ I 9 \/ l l `r\ l �' /716.3 �(] O DRAWN BY
10 X20' TL��Z A h�ENT \ � .9 \ / I B , / lI C / \ SPARSE AVEMENT / }
PG. 2 , 63¢ (PLAT) \ \ \ I \ \ 723.51 l _ , B f ' ' / \ \ ' ' x G m
/ ,/� �• I / J \� Y \ \ \ \ /` / 719. ' I / ` 1l , G -n C. GAYNER
I x \ _
II ) lC/S/ / / I ' / �i' !� %' `l l i / \ i /' 716 �DESIGNED BY
TMP 056A2-01-00-07000 RUINS \ \ \ \ \ �'�� \ x ms •
N/FELEFTERIOSK - - 715 - \ l ' ` l �\ l �` \ \ \ // / // / /; ,
VASSALOS ASPHALT l x722.6 �� x \'\ C/S\ l �l / I /„ v x 729.3 / 7159 - -�- ' • C. SHIFFLETT
l CONCRETE SLAB G - G
IP //1 \ x \ \ \ ll/ _ _ l / �e l / l lep O l l G WAREHOUSED m/ • CHECKED BY
D.B. 4355, PG. 16 PARKING / I \ /� 723.5 \ / ' '� / %' x a l \ l C. KOTARSKI
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911012020
DRAWN BY
C. GAYNER
•
DESIGNED BY
•
C. SHIFFLETT
•
CHECKED BY
C. KOTARSKI
• •
SCALE
1"=30'
_T
GRAVEL AREA
EWER MA
IMP 0A42-04-00-02100
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I / 69 / / / I I I I / - / // // „/ o \ D.B. 2761, PG. 29�
/ / _ .695 _ _ - , \ I I _ - - - ' _ 0 1ARIABLE WIDIfH 1 \ \ (PLAT)
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- - - -
NOTE: - - - -- \' ''� _''------'' /'/ ,_,' �' ,' ' ' ✓ _ _
THE ENTIRETY OF THE FOLLOWING PARCELS
SHALL BE WITHIN A TEMPORARY CONSTRUCTION /-
�EASEMENT FOR GRADING, UTILITY INSTALLATION
& RELOCATION AND OTHER CONSTRUCTION _ _ _ _ \
ACTIVITIES AS INDICATED IN THIS PLAN: -
TM P 056A2-01-00-071 BO , ^ - - - - - ' ' / / / / - ' �7� \ / - , ' / I I , /............. _
TMP 056A2-01-00-07100 - ' % - ` _ - - - - - - - - ' : / 1 I / , , TEMPORARY
�� / / / \ CON$TRUCTIO 400 I
TMP 056A2-01-00-02500 /' �ASEME N -
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PG.6y\9----TMP056A2-020�1-00900 ` / - _// /------'� _ ___' \`�� ` / l -'J ��_--_-=-�-.y �_ TIE TO EXISTING
P . 3 . E AN / l \\ I. \ I GRADE
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MOTOR I JOB NO.
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lBDIVISION �� `kl- { _ \\\` - \ t �� 6E1CORNER _ - - - APPROXIMATE LOCATION OF 12" WATERLINE ` \ `
c� LOT9, BLOCKA -'TMP_056A2-02-0A-01000 �� I1 1 _ ` \\\` \` J 1 11 1 - : 1 LING. - \I \ \ 38593
I BLUE RIDGE MOTOR - - __-_-----------2 L
-----` --- `-- -
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TERESA K. BLACK O QUO' I I N/F WILLIAMA. JR., AND 1 \
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_ _ _ NXFPARKSIBE-VILLAGE ` 6 4B
L
LEGEND:
I = LIMITS OF
DRNNAGE DIVIDE
GOALS I
060, �lw PPRCELBODNDARES
PRE DEVELOPED DA3 WORTH(: TIME OF
_M f T �� ARE A=0.26 ACRES CONCENTRATE PATH
CN=6eFy
TC-6.D MIN. _ �r
OurFALLs__—--_-€W-gng
I� •/ii `" \i�awl•
_£_ __r------_-____ _ �5E o
r R
'r ) PRE -DEVELOPED h \ S
10D'gO/F\STF�LO4d�. �_IV
AREA =2.25 ACRES /
CN=92 ' rl \ / --�'_ T SITION
TC=6.0 MIN. ! ' lip I - (�'O OW �\ r\\'HAL\\II r __
1 b ; �l ' __________
UTFAL TYPE P.)r \ \ ' \t \ DONC�N,T4'ar2=qe1`l`�� I I _ _ _ o
SHALLOW' i - _ l /� / Z
-CONC.ltyR?'SIEDhi�_yll� -- x
r � CONCENTRA�€D\ - � j _ _ _"•// _ - :^ � l ��` i' r-FLOW / r �. - �_____ r \ \. /'�')i'rl �'u"---__________________�_-
(
FLOW X / 'SHEET A / -/� _ -� _, A - �r i 1 / l ' ` r _ _
F FLOW-
- - '' �� �_`-:•I I�r-rorr'I �I I/ II /
i FLOW _ _ _ , ; rtRAN61TIOIJ \ \ '` I ( _ _
T r `tea (//r i/'r yVn - wre
:(TYPE (TYPI) r1 1 '� y _ _ LJ 911012020
C GAMER
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/ �' - i ( • _' ddN \ vi\ • c smFvtcyT
- _ .95 ACRES KO-RS
19 PRE DEVELOPED DA2 (SOUTHEAST) : - / ' r J , I' \`"� r ( _
CHFCKFD By
AREA i6
CN ]B _ / `l r >_ / 'l r �) �� - • c K/
TC=13.3 MIN. v-d_ _'_---Q` I ~'�- `I _ • • scnir
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LEGEND:
` t l LIMITS OF F A O ;jr� ,
DISTURBANCE
f�R
CLINT W. Z:
iiiiiiiim iiiiiim iiiiiim iiiiil iiiiil iiiiil iiiiiiiim DRAINAGE DIVIDE DES FFLET >�
SCALE 1"=60'
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Lit. IV 41310;
0 60' 120' 7/1121 ti� PARCEL BOUNDARIES �4•r�
L �
TIME OF •�NNH',
00 CONCENTRATE PATH
T \�_ 0
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Lu
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OF FLOW _ CHANNEL�FLOW Lu
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TYPE(TYP.)
zi
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MANAGED \
\
� RAN�SI\T\ION
_\
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POST -DEVELOPED TURF N I I =` w
PARCEL TO BE OF FLOW 1`I CONCENTRATED ,
DA1(WEST): ` \ DEVELOPEDIN\TYPE TYP. FLOW (UNPAVED) rn
AREA = 1.08 ACRES FUTURE vCN = 82 PHASE --- --
TC=6.0MIN. \o\
\ \ \ I \ `\ - \\` Ill / I I I \ \ \ ) l / 0
MANAGED/ll
TURF
t L •
PARCEL TO BE '/ J /�\ y"... / - r \..\\�II /I // I \>�\ \\\\\1 1 - _ _ - > w
h ' DEVELOPED IN / / _ / =_i'-► _ Ind
FUTURE - / /� / _ / / ' _ _ - \ , u 0
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PHASE 1 �,., / l/ / ^ I / / - -`—�- z
1 _
--- — _
t / .. — / in DATE
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MANAGED J > �— /'� _ _ _ _ , - - � � 911012020
.... / ' / y'_•. / / / ' TURF i / — ` — y = �\ �` ' O
PARCEL TO BE ' - - _ \� - �� . MANAGED , _I \� = a _ _ / / > / / /, } DRAWN BY
ttl/ /•�.. / ^� / / / DEVELOPED IN / / / ; , _ , etJ i` TURF /Y� ' - - - i ' / / l /_ ! '/_ = - - ; \ \\ \ \ \ \ \ l / 6' RETAINING - _ C. GAYNER
FUTURE PARCEL TO BE _ _ �( �'1 I tl' / / / / �_ / �> - - - �, \ - 11 _� \ a Y WALL \ _ i
DEVELOPED IN 1���iii - ___ / I I r ' / - I \ \ I / e PHASE /// •/ / �/ 'I \ JI ) / r �/ 1\ \ \ \ I ' DESIGNED BY
I I 1 \ / I �,. /..• / �,� / \\ - - - FUTURE , , , - - '� i / I / / ' \\` \ `r �I 1 \ •
PHASE i' `' �' - J / �\ \ g _ C. SHIFFLETT
I \ /I /\ l ::..xTx : o I l \ / - ` _ , / /--�`1 , / / / \� \ \ I O _ / �\ • CHECKED BY
I / / _ _ _ _ Ion r _ / _ _ _ POST -DEVELOPED DA2 / / // \ _ •
I � / r v �� -
/ r I - - 1 C. KOTARSKI
�. •.'#i::::r 1 11��\ ,o I � - - �Ez\ DETAINED (SOUTHEAST): - Y , ''r_ �' / � �
ROAD AREA = 6.68 ACRES / _ ' / / M D -
u67
CN = 91 / _ - - • SCALE
/ / TURF
Y / / PARCEL TO BE %v% - - ` I - - -
I /' /' -� / / / MANAGED ^a - _ -
/ TC = 9.1 MIN. _ / DEVELOPED IN // / i : \\ \ ca _ _ 1" = 30'
,:..•F _ I //%i% TURF \\\ /
/ _ �'
PARCEL AREA = 9.77 ACRES FUTURE \ \a \ \ •
PHASE 7i/// DEVELOPED III
TO BEI- - -'' --
- -
CN = 73 / - ' _ _ , - - -' / / / i N \\\� I\// o \ -
TC=10.5MIN.
11
/ / \ FUTURE I II/ / I \ \\ I /' •
PHASE
WALL
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POST DEVELOPED DA2 UNDETAINED
ROAD AREA T 1.2ACRES r -.. -- -_- ___.. per // / W U
Q
TC=6.0MIN. ���-_ _/ r -
PARCEL AREA - 0.99 ACRES
\ l 1 I I I I i , _ - ' / ♦ r / / / CN = 71 — — — ' / ' / — /i ' ' / ' / — — — — (� / / r ' \ IANY,
\\ I TC=11.6 MIN.
I I I' -_/ I f I
Q W
' Q
I
,l J ,--/ \ II I ' I I I I I I \ •�\ - \I I \\ - �- _� \ -\ J\1\�\I \`. _t ';____` )_ _-- ��\\\� I � _� s ...—. /'I � Il / l /�y�/�'� j C I/
665�
sss C)/ III/ 1 O
I I\ \\ I I I TRANSITION �I l i I - �- - - /. _ ` _ = _ `= , - ss7- \ \ \ ii rr J/ _ I -j (n
r I \ \ \ OF FLOW I I I I=_____-Z- ', \ 1 cC
TYPE (TYP.) I I I I \ Ln
/� �''= = r,�'�o \ \- \::� ~
/ \ M
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JOB NO.
38593
SHEET NO.
7(2)
L
SITE OUTFALL PEAK FLOW ANALYSIS
PEAK FLOW RATE
TOTAL
RUNOFF
DRAINAGE
TC
(CFS)
AREA
CN
VOLUME
AREA NAME
(AC)
(MIN)
(AC -FT)
1 YR 2 YR 30 YR
DA1-West
2.25
6.0
94
6.54
8.06
12.57
0.478
DA2-Southeast
16.13
13.3
78
20.36
28.42
54.16
1.722
DA3-North
0.26
6.0
87
1 0.37
0.53
1.06
1 0.025
West -road
0.26
6.0
92
0.72
0.90
1.42
0.055
West -parcels
0.82
6.0
79
1.39
1.91
3.56
0.102
Southeast -road
5.94
9.1
86
12.17
15.85
26.98
0.993
Southeast -parcels
9.58
10.5
73
10.01
14.72
30.36
0.886
Southeast -road undetained
1.82
6.0
72
2.12
3.14
6.55
0.16
Southeast -parcels undetained
0.21
11.6
61
0.08
0.15
0.41
0.009
COMBINED FLOW FOR OUTFALL 1 (WEST) 2.11 2.81 4.98
COMBINED FLOW FOR OUTFALL 2 (SOUTHEAST) 11.60 14.32 53.09
OUTFALLI
CHANNEL PROTECTION (ENERGY BALANCE) -1 YR
Q1YR POST-DEVTOTAL = IF * (Q1YR PRE-DEV * RV, YR PRE-DEV)/RI71YR POST-DEV
2.11 CFS <- 0.80 * ( 6.54 * 0.478) / 0.157
2.11 CFS <- 15.93 CFS
OK
FLOOD PROTECTION- 10 YR
Q10 YR POST-DEV TOTAL = Q10 YR PRE-DEV
4.98 CFS <- 12.57 CFS
4.98 CFS <- 12.57 CFS
OK
OUTFALL2
CHANNEL PROTECTION (ENERGY BALANCE) -1YR
Q1 YR POST-DEV TOTAL = IF * (Q1YR PRE-DEV * RV, YRPRE-DEV)/RV, YR POST-DEV
11.60 CFS <- 0.80 * ( 20.36 * 1.722) / 2.048
11.60 CFS <- 13.70 CFS
OK
FLOOD PROTECTION -10 YR
Q10 YR POST-DEV TOTAL = Q10 YR PRE-DEV
53.04 CFS <- 54.16 CFS
53.04 CFS <- 54.16 CFS
OK
ENERGY POSTFLOW
BALANCE ALLOWED PER
PROVEMENT ENERGYBALANCE
0.800 15.93
13.70
WATER QUALITY CALCULATIONS:
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR
REDEVELOPMENT (SEE CALC. BOOK):
DISTURBED AREA: 18.64 ACRES
PRE -DEVELOPMENT LAND COVER:
B SOILS:
D SOILS:
1.91 AC UNDISTURBED FOREST AND OPEN SPACE
4.32 AC TURF
0.97 AC IMPERVIOUS
0.93 AC UNDISTURBED FOREST AND OPEN SPACE
3.95 AC TURF
6.56 AC IMPERVIOUS
POST -DEVELOPMENT LAND COVER:
B SOILS:
D SOILS:
0.00 AC UNDISTURBED FOREST AND OPEN SPACE
5.60 AC TURF
1.60 AC IMPERVIOUS
0.00 AC UNDISTURBED FOREST AND OPEN SPACE
9.58 AC TURF
1.86 AC IMPERVIOUS
REQUIRED REMOVAL: N/A, PHOSPHORUS REMOVAL ACHIEVED THROUGH REDUCTION IN IMPERVIOUS AREA
TOP OF DAM = 671.0'
� 8' -
2.0' FREEBOARD IMPERVIOUS CORE
_�7 100-YR ELEV. 669.0_ AND CUTOFF TRENCH
CREST ELEV. 667.70'
STIR NUMBER: 102
SWM RISER
W/ANTI-VORTEX DEVICE
INV OUT 664.0' (48" RCP)
20"X12" ORIFICE 664.0'
POND BOTTOM 664.0'
PIPE NUMBER: 101
48" OUTLET PIPE
8' DIA. X 1.5'
CONC. BASE EMBED 6" IN CONCRETE
STR NUMBER: 100
ES-1
1-YR ELEV = 666.31
10-YR ELEV = 668.36
100-YR ELEV = 669.00
RISER TOP
ELEV. 667.65
ELEV. 664.0
20"X12" ORIFICE
ELEV. 664.0
2016 ROAD & BRIDGE STANDARDS
mrmk�i�i����
/B" DIA. X 6" LG
ADHESIVE BOLTS
W/FLAT WASHERS AND
SELF LOCKING NUTS
TYPICAL 8 PLACES -EQUAL
SPACED ON AN "E" DIA B
OPENING
3/9" DIA X 6" LG. /T THICK
ADHESIVE BOLTS TEEL PLATE A MAX.
W/FLAT WASHERS AND
SELF LOCKING NUTS. B
TYPICAL 8 PLACES -EQUALLY
SPACED ON AN "E" DIA B.C.
RISER
DIMENSION
I.D.
O.D.
A
B
C
E
24
30
31
28%
7
27
36
44
45
41�/2
13
40
48
58
59
54 2
13
121
53
60
72
73
67 a
17
66
72
86
87
80%
23
79
84
100
101
931/4
25
92
96
114
115
106'/4
22
105
a i411
U
6" SO. MAX. I 1
CIRCULAR
MANAGE ETNT ER RISER I.D.
DRAINAGE RISER O.D.
STRUCTURE
SWM-DR
LOCKABLE ACCESS
DOOR W/HINGE,
MIN. 2' x 2'
CLEAR OPENING
SEE NOTE 1
2" WIDE X ''/4"
THICK STEEL
RING BOLTED
TO RISER
TYP.
TYP.
CIRCULAR
STORMWATER
MANAGEMENT
DRAINAGE
STRUCTURE
RISER
DIMENSION
APPROX.
I.D.
O.D.
A
B
C
D
E
SEGMENT
WT. (LBS.)
24
30
30
6
7
10
27
15
46
36
44
42
6
13
18
40
22
82
48
58
55
9
13
20
53
29
120
60
72
68
9
17
26
66
36
169
72
86
81
9
23
34
79
42
227
84
100
94
12
25
37
92
49
290
96
114
1 107
12
22
36
105
56
1 341
HIGH DENSITY POLYETHYLENE METAL
NOTES:
1. ALL METAL TRASH RACKS 36" IN DIAMETER AND LARGER OR WITH A TOTAL 3. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS.
WEIGHT OF 75 LBS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO
DOOR WITH A MINIMUM 2' X T CLEAR OPENING. BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
2. ALL HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER
SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR
OPENING.
SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK 1vC�oT
REFERENCE
F 0 R SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS
302 REVISION DATE SHEET 4 OF 5
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114.07
2016 ROAD & BRIDGE STANDARDS
100 YR WSE
669.00
10 YR WSE
668.36
1YRWSE _
666.31
48" CIA CULVERT
ELEV. 664.0
4P 3'X3' AGAINST
.JDER ORIFICE FOR
DEBRIS SEDIMENT AND CLEAN OUT.
CONVERSION FROM SEDIMENT BASIN TO WET POND:
• CONVERT SEDIMENT BASIN TO DETENTION POND ONLY AFTER ALL UPSTREAM DRAINAGE AREAS HAVE
BEEN STABILIZED
• FLUSH AND CLEAR ALL ON -SITE PAVING AND STORM DRAIN PIPE OF ANY SEDIMENTS
• DE -WATER AND DREDGE BASIN
• RE -GRADE AREAS TO ACHIEVE FINAL PROPOSED ELEVATIONS
• REPAIR/CLEAN ALL RIP RAP OUTFLOW PROTECTION AREAS TO BE FREE AND CLEAR OF SEDIMENT
• CONVERT RISER STRUCTURE FROM SEDIMENT BASIN DESIGN TO FINAL POND RISER DESIGN
COMPACTION TESTS SHOULD BE PERFORMED REGULARLY THROUGHOUT THE EMBANKMENT CONSTRUCTION
• TYPICALLY, ONE TEST PER 5,000 SQ. FT. ON EACH LAYER OF FILL OR AS DIRECTED BY THE GEOTECHNICAL
ENGINEER.
• USE EITHER A STANDARD PROCTOR TEST (ASTM D698) OR A MODIFIED PROCTOR TEST (ASTM D1557 -
USUALLY MORE APPROPRIATE FOR EARTHEN DAMS).
• ANEW PROCTOR TESTIS REQUIRED IF THE MATERIAL CHANGES FROM THAT PREVIOUSLY TESTED.
• THE ENGINEER SHOULD CERTIFY, AT THE TIME OF CONSTRUCTION, THAT EACH FILL LAYER MEETS THE
MINIMUM DENSITY.
A GEOTECHNICAL OR CONSTRUCTION INSPECTOR SHOULD BE ON SITE DURING EMBANKMENT CONSTRUCTION
TO DO THE FOLLOWING:
• TEST FILL COMPACTION
• OBSERVE FOUNDATION PREPARATION.
• OBSERVE PIPE INSTALLATION.
• OBSERVE RISER CONSTRUCTION.
• OBSERVE FILTER INSTALLATION, ETC.
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7/1121
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a
DATE
911012020
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
1" 30'
W
D
z
w
Q z
w
Qw
z
Q
m Q
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JOB NO.
38593
SHEET NO.
7(3)
DETENTION POND
No Scale
L
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Section 6. Pollution Prevention Plan.
(reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4)
A. Plan showing pollution activities and prevention practices
(Provide a reduced I W 7 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
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is. sources or rouutants, locations, anu
Pollutant, or Pollutant Location on site Prevention Practices,
Generating Activity Control Measures
C. Sources of Pollutants continued. Common activities and minimum control and prevention
practices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Follow Erosion and Sediment Control
Clearing, grading, excavating, and on-
Land disturbance area
Plan. Dispose of clearing debris at
stabilized areas
acceptable disposal sites. Seed and mulch,
or sod within 7 days of land clearm
Cover storm drain inlets and use drip pans
Paving operations
Roads and driveways
and absorbentloil dry for all paving
machines to limit leaks ands ills
Concrete washout shall occur in area
Direct concrete wash water into a leak -
Concrete washout and
adjacent to the construction entrance as
proof container or leak -proof settling basin
cement waste
designated on the Pollution Prevention
that is designed so that no overflows can
Plan.
occur
Enclose or cover material storage areas.
Mix paint indoors in a containment area or
Structure construction, stucco,
Structures
in a flat unpaved area. Prevent the
painting, and cleaning
discharge of soaps, solvents, detergents
and wash water, paint, form release oils
and curing compounds.
Dewatering if necessary when
Water shall be filtered, settled or similarly
Dewatering operations
converting culvert inlet protection
treated prior to discharge as shown on
shown on plans
plan.
Designated areas for material delivery and
Material delivery and storage
Adjacent to construction entrance and
storage. Placed near construction
construction trailer.
entrances, away from waterways and
drainage paths
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Material use during building process
Building areas
Follow manufacturer's instructions.
MSDS's attached.
Waste collection area will not receive a
substantial amount of runoff from upland
areas and does not drain directly to a
waterway. Containers have lids covered
before periods of rain, or are in a covered
Solid waste disposal
As provided by contractor
area. Scheduled collection to prevent
overfilling. MATERIALS NOT TO BE
BURIED ON -SITE
Convenient and well -maintained portable
sanitary facilities will be provided, and
Sanitary waste
Current locations shown on plan
located away from waterways or inlets.
Such facilities shall be regularly
maintained.
Apply fertilizers in accordance with
Landscaping operations
Landscape areas shown on plan
manufacturer's recommendations and not
during rainfall events
To be treated in a sediment basin or better
Wash area is located at the construction
control as specified on plan. Minimize
Wash Waters
entrance. Adjacent diversion dike will
the discharge of pollutants from
divert wash water to sediment trap.
equipment and vehicle washing
Vehicle and equipment washing
Designated areas and details shown on
Provide containment and filtering for all
plan
wash waters per the plan
Minimization of exposure to precipitation and storrmvater. 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 storrnwater.
(Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing
site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater
discharges.)
D. Non-stormwater discharges
Discharge
Pollutants or Pollutant
Constituents
Location on Site
Dust control water
Sediment
As shown on plan
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Discharge Pollutants or Pollutant Location on Site
Constituents
E. Persons responsible for pollution prevention practices
(Provide the names and contact information for all persons responsible for prevention practices as listed
above.)
Mr. Frank Stoner
300 2n1 Street NE
Charlottesville, VA 22902
434.245.5804
F. Response and reporting practices
Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement
chemical spill and leak prevention and response procedures as follows.
Respond to all spills, leaks and discharges as follows,
Materials and equipment necessary for oil or chemical spill cleanup will be kept in the temporary material storage
trailer onsite. Equipment will include, but not be limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter,
sand, saw dust, and plastic and metal trash containers.
All oil or other chemical spills will be cleaned up immediately upon discovery. Identify and stop source of
discharge. Use absorptive materials to soak up as much chemical as possible. Place all contaminated material in trash
containers for disposal.
Report all spills, leaks and discharges as follows,
(Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.)
Reports will be made to the following:
Virginia Department of Emergency Management
Emergency Operations Center (FOCI
Phone: (800) 468-8892
Spills large enough to reach the storm sewers will be reported to the National Response Center at 1-800-424-8802.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
G. Pollution Prevention Awareness
(Describe training and procedures to provide awareness and compliance for all measures in this
document; waste management, wash waters, prevention measures, etc.)
The registered land disturber shall oversee all construction activities to implement and maintain pollution prevention
measures. As such training and procedures shall be provided by contractor for each worker on site before they begin land
disturbing activities. Training on implementation of erosion and sediment control devices/procedures must be provided by
registered land disturber each time a new E&SC procedure is constructed.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 7. Discharges to impaired waters, surface waters within an applicable
TMDL wasteload allocation, and exceptional waters.
This site discharges to impaired waters as detailed on the following sheets.
Enhanced inspection frequency is required as outlined below:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business
days or (ii) at least once every five business days and no later than 48 hours following a
measurable storm event. In the event that a measurable storm event occurs when there are
more than 48 hours between business days, the inspection shall be conducted on the next
business day; and
(2) Representative inspections used by utility line installation, pipeline construction, or other
similar linear construction activities shall inspect all outfalls discharging to surface waters
identified as impaired or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting
inspections.)
Mr. Frank Stoner
300 2°d Street NE
Charlottesville, VA 22902
434.245.5804
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 9. Signed Certification
(Provide certification according to 9VAC25-870-370. For purposes of plan review and approvals, this
certification should be the owner of the property, the same signature as appears on the bonds and
applications. Another operator can be designated on the delegation of authority form to follow.)
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: Mr. Frank Stoner
Company: Milestone Partners
Title: Principal
Signature:
Date:
Mr. Frank Stoner
300 2"d Street NE
Charlottesville, VA 22902
434.245.5804
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stormwater
pollution prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
I, (name), hereby designate the person or specifically described position below
to be a duly authorized representative for the purpose of overseeing compliance with environmental
requirements, including the Construction General Permit, at the
construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans
and all other documents required by the permit.
(name of person or position)
(company)
(address)
(city, state, zip)
(phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation as set
forth in the Construction General Permit (CGP), and that the designee above meets the definition of a
"duly authorized representative".
Operator Name: Mr. Frank Stoner
Company: Milestone Partners
Title: Principal
Signature:
Date:
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 11. General permit copy
(Provide a copy of the construction general permit, 9VAC25-880)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
General Permit No.: VAR10
Effective Date: July 1, 2019
Expiration Date: June 30, 2024
GENERAL VPDES PERMIT FOR DISCHARGES OF
STORMWATER FROM CONSTRUCTION ACTIVITIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT
In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the
Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of
construction activities are authorized to discharge to surface waters within the boundaries of the
Commonwealth of Virginia, except those specifically named in State Water Control Board
regulations that prohibit such discharges.
The authorized discharge shall be in accordance with the registration statement filed with the
Department of Environmental Quality, this cover page, Part I - Discharge Authorization and
Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions
Applicable to All VPDES Permits as set forth in this general permit.
Construction General Permit
Effective July 1, 2019
Page 2 of 26
10M.T 1
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
During the period beginning with the date of coverage under this general permit and lasting
until the general permit's expiration date, the operator is authorized to discharge stormwater
from construction activities.
This general permit also authorizes stormwater discharges from support activities (e.g.,
concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated
material disposal areas, borrow areas) located on -site or off -site provided that:
a. The support activity is directly related to the construction activity that is required to have
general permit coverage for discharges of stormwater from construction activities;
b. The support activity is not a commercial operation, nor does it serve multiple unrelated
construction activities by different operators;
c. The support activity does not operate beyond the completion of the last construction
activity it supports;
d. The support activity is identified in the registration statement at the time of general permit
coverage;
e. Appropriate control measures are identified in a stormwater pollution prevention plan and
implemented to address the discharges from the support activity areas; and
f. All applicable state, federal, and local approvals are obtained for the support activity.
B. Limitations on coverage.
1. Post -construction discharges. This general permit does not authorize stormwater discharges
that originate from the site after construction activities have been completed and the site,
including any support activity sites covered under the general permit registration, has
undergone final stabilization. Post -construction industrial stormwater discharges may need to
be covered by a separate VPDES permit.
Discharges mixed with nonstormwater. This general permit does not authorize discharges that
are mixed with sources of nonstormwater, other than those discharges that are identified in
Part I E (Authorized nonstormwater discharges) and are in compliance with this general
permit.
Discharges covered by another state permit. This general permit does not authorize
discharges of stormwater from construction activities that have been covered under an
individual permit or required to obtain coverage under an alternative general permit.
Page 3 of 26
4. Impaired waters and total maximum daily load (TMDL) limitation.
Nutrient and sediment impaired waters. Discharges of stormwater from construction
activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water
Quality Assessment Integrated Report or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit for (i) sediment
or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii)
nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general
permit unless the operator develops, implements, and maintains a stormwater
pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that
minimizes the pollutants of concern and, when applicable, is consistent with the
assumptions and requirements of the approved TMDL wasteload allocations and
implements an inspection frequency consistent with Part II G 2 a.
Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from
construction activities that include the demolition of any structure with at least 10,000
square feet of floor space built or renovated before January 1, 1980, to surface waters
identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment
Integrated Report or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit for PCB are not eligible for coverage
under this general permit unless the operator develops, implements, and maintains a
SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of
concern and, when applicable, is consistent with the assumptions and requirements
of the approved TMDL wasteload allocations, and implements an inspection frequency
consistent with Part II G 2 a.
Exceptional waters limitation. Discharges of stormwater from construction activities not
previously covered under the general permit effective on July 1, 2014, to exceptional waters
identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit
unless the operator develops, implements, and maintains a SWPPP in accordance with Part
II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a.
6. There shall be no discharge of floating solids or visible foam in other than trace amounts
C. Commingled discharges. Discharges authorized by this general permit may be commingled
with other sources of stormwater that are not required to be covered under a state permit, so long
as the commingled discharge is in compliance with this general permit. Discharges authorized by
a separate state or VPDES permit may be commingled with discharges authorized by this general
permit so long as all such discharges comply with all applicable state and VPDES permit
requirements.
D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all
discharges covered by this general permit shall be composed entirely of stormwater associated
with construction activities. All other discharges including the following are prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing
compounds, and other construction materials;
Page 4 of 26
3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance;
4. Oils, toxic substances, or hazardous substances from spills or other releases; and
5. Soaps, solvents, or detergents used in equipment and vehicle washing.
E. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit when discharged in compliance with
this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not
been used and the wash water has been filtered, settled, or similarly treated prior to discharge;
4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge;
5. Potable water sources, including uncontaminated waterline flushings, managed in a manner
to avoid an instream impact;
6. Routine external building wash down where soaps, solvents or detergents have not been used
and the wash water has been filtered, settled, or similarly treated prior to discharge;
7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred
(or where all spilled or leaked material has been removed prior to washing); where soaps,
solvents, or detergents have not been used; and where the wash water has been filtered,
settled, or similarly treated prior to discharge;
8. Uncontaminated air conditioning or compressor condensate;
9. Uncontaminated ground water or spring water;
10. Foundation or footing drains where flows are not contaminated with process materials such
as solvents;
11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations
that have been filtered, settled, or similarly treated prior to discharge; and
12. Landscape irrigation.
F. Termination of general permit coverage.
1. The operator of the construction activity shall submit a notice of termination in accordance
with 9VAC25-880-60, unless a registration statement was not required to be submitted in
accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential
structures, to the VSMP authority after one or more of the following conditions have been met:
Page 5 of 26
a. Necessary permanent control measures included in the SWPPP for the site are in place
and functioning effectively and final stabilization has been achieved on all portions of the
site for which the operator has operational control. When applicable, long term
responsibility and maintenance requirements for permanent control measures shall be
recorded in the local land records prior to the submission of a complete and accurate
notice of termination and the construction record drawing prepared;
b. Another operator has assumed control over all areas of the site that have not been finally
stabilized and obtained coverage for the ongoing discharge;
c. Coverage under an alternative VPDES or state permit has been obtained; or
d. For individual lots in residential construction only, final stabilization as defined in 9VAC25-
880-1 has been completed, including providing written notification to the homeowner and
incorporating a copy of the notification and signed certification statement into the SWPPP,
and the residence has been transferred to the homeowner.
The notice of termination shall be submitted no later than 30 days after one of the above
conditions in subdivision 1 of this subsection is met.
3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this
subsection shall be effective upon notification from the department that the provisions of
subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and
accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first.
4. Authorization to discharge terminates at midnight on the date that the notice of termination is
submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless
otherwise notified by the VSMP authority or department.
5. The notice of termination shall be signed in accordance with Part III K of this general permit.
G. Water quality protection.
1. The operator shall select, install, implement, and maintain control measures as identified in
the SWPPP at the construction site that minimize pollutants in the discharge as necessary to
ensure that the operator's discharge does not cause or contribute to an excursion above any
applicable water quality standard.
If it is determined by the department that the operator's discharges are causing, have
reasonable potential to cause, or are contributing to an excursion above any applicable water
quality standard, the department, in consultation with the VSMP authority, may take
appropriate enforcement action and require the operator to:
a. Modify or implement additional control measures in accordance with Part II C to
adequately address the identified water quality concerns;
b. Submit valid and verifiable data and information that are representative of ambient
conditions and indicate that the receiving water is attaining water quality standards; or
Page 6 of 26
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter shall include a signed certification
consistent with Part III K.
STORMWATER POLLUTION PREVENTION PLAN
A. Stormwater pollution prevent plan.
A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission
of a registration statement and implemented for the construction activity, including any support
activity, covered by this general permit. SWPPPs shall be prepared in accordance with good
engineering practices. Construction activities that are part of a larger common plan of
development or sale and disturb less than one acre may utilize a SWPPP template provided
by the department and need not provide a separate stormwater management plan if one has
been prepared and implemented for the larger common plan of development or sale.
The SWPPP requirements of this general permit may be fulfilled by incorporating by reference
other plans such as a spill prevention control and countermeasure (SPCC) plan developed for
the site under § 311 of the federal Clean Water Act or best management practices (BMP)
programs otherwise required for the facility provided that the incorporated plan meets or
exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the
SWPPP become enforceable under this general permit. If a plan incorporated by reference
does not contain all of the required elements of the SWPPP, the operator shall develop the
missing elements and include them in the SWPPP.
3. Any operator that was authorized to discharge under the general permit effective July 1, 2014,
and that intends to continue coverage under this general permit, shall update its stormwater
pollution prevention plan to comply with the requirements of this general permit no later than
60 days after the date of coverage under this general permit.
B. Contents. The SWPPP shall include the following items:
1. General information.
a. A signed copy of the registration statement, if required, for coverage under the general
VPDES permit for discharges of stormwater from construction activities;
b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for
discharges of stormwater from construction activities (i.e., notice of coverage letter);
c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from
construction activities;
d. A narrative description of the nature of the construction activity, including the function of
the project (e.g., low density residential, shopping mall, highway, etc.);
e. A legible site plan identifying:
Page 7 of 26
(1) Directions of stormwater flow and approximate slopes anticipated after major grading
activities;
(2) Limits of land disturbance including steep slopes and natural buffers around surface
waters that will not be disturbed;
(3) Locations of major structural and nonstructural control measures, including sediment
basins and traps, perimeter dikes, sediment barriers, and other measures intended to
filter, settle, or similarly treat sediment, that will be installed between disturbed areas
and the undisturbed vegetated areas in order to increase sediment removal and
maximize stormwater infiltration;
(4) Locations of surface waters;
(5) Locations where concentrated stormwater is discharged;
(6) Locations of any support activities, including (i) areas where equipment and vehicle
washing, wheel wash water, and other wash water is to occur; (ii) storage areas for
chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete
wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste
facilities, including those temporarily placed on the construction site; and (vi)
construction waste storage; and
(7) When applicable, the location of the on -site rain gauge or the methodology established
in consultation with the VSMP authority used to identify measurable storm events for
inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2).
Erosion and sediment control plan.
a. An erosion and sediment control plan designed and approved in accordance with the
Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu
of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and
sediment control plan prepared in accordance with annual standards and specifications
approved by the department.
b. All erosion and sediment control plans shall include a statement describing the
maintenance responsibilities required for the erosion and sediment controls used.
c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion
and sediment control plan prepared in accordance with department -approved annual
standards and specifications, implemented to:
(1) Control the volume and velocity of stormwater runoff within the site to minimize soil
erosion;
(2) Control stormwater discharges, including peak flow rates and total stormwater volume,
to minimize erosion at outlets and to minimize downstream channel and stream bank
erosion;
Page 8 of 26
(3) Minimize the amount of soil exposed during the construction activity;
(4) Minimize the disturbance of steep slopes;
(5) Minimize sediment discharges from the site in a manner that addresses (i) the amount,
frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater
runoff; and (iii) soil characteristics, including the range of soil particle sizes present on
the site;
(6) Provide and maintain natural buffers around surface waters, direct stormwater to
vegetated areas to increase sediment removal, and maximize stormwater infiltration,
unless infeasible;
(7) Minimize soil compaction and, unless infeasible, preserve topsoil;
(8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed
areas immediately whenever any clearing, grading, excavating, or other land -
disturbing activities have permanently ceased on any portion of the site, or temporarily
ceased on any portion of the site and will not resume for a period exceeding 14 days;
and
(9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the
permanent pool or wet storage water surface elevation), unless infeasible, when
discharging from sediment basins or sediment traps.
3. Stormwater management plan.
a. Except for those projects identified in Part II B 3 b, a stormwater management plan
approved by the VSMP authority as authorized under the Virginia Stormwater
Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a
stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or
a stormwater management plan prepared in accordance with annual standards and
specifications approved by the department.
b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an
approved stormwater management plan is not required. In lieu of an approved stormwater
management plan, the SWPPP shall include a description of, and all necessary
calculations supporting, all post -construction stormwater management measures that will
be installed prior to the completion of the construction process to control pollutants in
stormwater discharges after construction operations have been completed. Structural
measures should be placed on upland soils to the degree possible. Such measures must
be designed and installed in accordance with applicable VESCP authority, VSMP
authority, state, and federal requirements, and any necessary permits must be obtained.
Pollution prevention plan. A pollution prevention plan that addresses potential pollutant -
generating activities that may reasonably be expected to affect the quality of stormwater
discharges from the construction activity, including any support activity. The pollution
prevention plan shall:
a. Identify the potential pollutant -generating activities and the pollutant that is expected to be
exposed to stormwater;
Page 9 of 26
b. Describe the location where the potential pollutant -generating activities will occur, or if
identified on the site plan, reference the site plan;
c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that
are or will be commingled with stormwater discharges from the construction activity,
including any applicable support activity;
d. Identify the person responsible for implementing the pollution prevention practice or
practices for each pollutant -generating activity (if other than the person listed as the
qualified personnel);
e. Describe the pollution prevention practices and procedures that will be implemented to:
(1) Prevent and respond to leaks, spills, and other releases including (i) procedures for
expeditiously stopping, containing, and cleaning up spills, leaks, and other releases;
and (ii) procedures for reporting leaks, spills, and other releases in accordance with
Part III G;
(2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling
and maintenance activities (e.g., providing secondary containment such as spill
berms, decks, spill containment pallets, providing cover where appropriate, and having
spill kits readily available);
(3) Prevent the discharge of soaps, solvents, detergents, and wash water from
construction materials, including the clean-up of stucco, paint, form release oils, and
curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs)
to prevent contact with stormwater; (ii) collection and proper disposal in a manner to
prevent contact with stormwater; and (iii) a similarly effective means designed to
prevent discharge of these pollutants);
(4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash
water, and other types of washing (e.g., locating activities away from surface waters
and stormwater inlets or conveyance and directing wash waters to sediment basins or
traps, using filtration devices such as filter bags or sand filters, or using similarly
effective controls);
(5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The
container or basin shall be designed so that no overflows can occur due to inadequate
sizing or precipitation. Hardened concrete wastes shall be removed and disposed of
in a manner consistent with the handling of other construction wastes. Liquid concrete
wastes shall be removed and disposed of in a manner consistent with the handling of
other construction wash waters and shall not be discharged to surface waters;
(6) Minimize the discharge of pollutants from storage, handling, and disposal of
construction products, materials, and wastes including (i) building products such as
asphalt sealants, copper flashing, roofing materials, adhesives, and concrete
admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape
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materials; and (iii) construction and domestic wastes such as packaging materials,
scrap construction materials, masonry products, timber, pipe and electrical cuttings,
plastics, Styrofoam, concrete, and other trash or building materials;
(7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic
wastes, waste concrete, and sanitary wastes;
(8) Address any other discharge from the potential pollutant -generating activities not
addressed above;
(9) Minimize the exposure of waste materials to precipitation by closing or covering waste
containers during precipitation events and at the end of the business day, or
implementing other similarly effective practices. Minimization of exposure is not
required in cases where the exposure to precipitation will not result in a discharge of
pollutants; and
f. Describe procedures for providing pollution prevention awareness of all applicable wastes,
including any wash water, disposal practices, and applicable disposal locations of such
wastes, to personnel in order to comply with the conditions of this general permit. The
operator shall implement the procedures described in the SWPPP.
SWPPP requirements for discharges to nutrient and sediment impaired waters. For
discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water
Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation
established and approved prior to the term of this general permit for sediment for a sediment -
related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or
phosphorus), the operator shall:
a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP;
and
b. Provide clear direction in the SWPPP that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events;
and
(3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a.
SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For
discharges from construction activities that include the demolition of any structure with at least
10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters
(i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated
Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to
the term of this general permit for PCB, the operator shall:
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a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP;
b. Implement the approved erosion and sediment control plan in accordance with Part II B 2;
c. Dispose of waste materials in compliance with applicable state, federal, and local
requirements; and
d. Implement a modified inspection schedule in accordance with Part II G 2 a.
7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters
identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall:
a. Identify the exceptional surface waters in the SWPPP; and
b. Provide clear direction in the SWPPP that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events;
and
(3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a.
8. Identification of qualified personnel. The name, phone number, and qualifications of the
qualified personnel conducting inspections required by this general permit.
9. Delegation of authority. The individuals or positions with delegated authority, in accordance
with Part III K, to sign inspection reports or modify the SWPPP.
10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K.
C. SWPPP amendments, modification, and updates.
1. The operator shall amend the SWPPP whenever there is a change in the design, construction,
operation, or maintenance that has a significant effect on the discharge of pollutants to surface
waters and that has not been previously addressed in the SWPPP.
The SWPPP shall be amended if, during inspections or investigations by the operator's
qualified personnel, or by local, state, or federal officials, it is determined that the existing
control measures are ineffective in minimizing pollutants in discharges from the construction
activity. Revisions to the SWPPP shall include additional or modified control measures
designed and implemented to correct problems identified. If approval by the VESCP authority,
VSMP authority, or department is necessary for the control measure, revisions to the SWPPP
shall be completed no later than seven calendar days following approval. Implementation of
these additional or modified control measures shall be accomplished as described in Part II
H.
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3. The SWPPP shall clearly identify the contractors that will implement and maintain each control
measure identified in the SWPPP. The SWPPP shall be amended to identify any new
contractor that will implement and maintain a control measure.
4. The operator shall update the SWPPP as soon as possible but no later than seven days
following any modification to its implementation. All modifications or updates to the SWPPP
shall be noted and shall include the following items:
a. A record of dates when:
(1) Major grading activities occur;
(2) Construction activities temporarily or permanently cease on a portion of the site; and
(3) Stabilization measures are initiated;
b. Documentation of replaced or modified controls where periodic inspections or other
information have indicated that the controls have been used inappropriately or incorrectly
and were modified;
c. Areas that have reached final stabilization and where no further SWPPP or inspection
requirements apply;
d. All properties that are no longer under the legal control of the operator and the dates on
which the operator no longer had legal control over each property;
e. The date of any prohibited discharges, the discharge volume released, and what actions
were taken to minimize the impact of the release;
f. Measures taken to prevent the reoccurrence of any prohibited discharge; and
g. Measures taken to address any evidence identified as a result of an inspection required
under Part II G.
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with
Part III K.
D. Public notification. Upon commencement of land disturbance, the operator shall post
conspicuously a copy of the notice of coverage letter near the main entrance of the construction
activity. For linear projects, the operator shall post the notice of coverage letter at a publicly
accessible location near an active part of the construction project (e.g., where a pipeline crosses
a public road). The operator shall maintain the posted information until termination of general
permit coverage as specified in Part I F.
E. SWPPP availability.
1. Operators with day-to-day operational control over SWPPP implementation shall have a copy
of the SWPPP available at a central location on -site for use by those identified as having
responsibilities under the SWPPP whenever they are on the construction site.
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The operator shall make the SWPPP and all amendments, modifications, and updates
available upon request to the department, the VSMP authority, the EPA, the VESCP authority,
local government officials, or the operator of a municipal separate storm sewer system
receiving discharges from the construction activity. If an on -site location is unavailable to store
the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted
near the main entrance of the construction site.
The operator shall make the SWPPP available for public review in an electronic format or in
hard copy. Information for public access to the SWPPP shall be posted and maintained in
accordance with Part II D. If not provided electronically, public access to the SWPPP may be
arranged upon request at a time and at a publicly accessible location convenient to the
operator or his designee but shall be no less than once per month and shall be during normal
business hours. Information not required to be contained within the SWPPP by this general
permit is not required to be released.
F. SWPPP implementation. The operator shall implement the SWPPP and subsequent
amendments, modifications, and updates from commencement of land disturbance until
termination of general permit coverage as specified in Part I F.
All control measures shall be properly maintained in effective operating condition in
accordance with good engineering practices and, where applicable, manufacturer
specifications. If a site inspection required by Part II G identifies a control measure that is not
operating effectively, corrective actions shall be completed as soon as practicable, but no later
than seven days after discovery or a longer period as established by the VSMP authority, to
maintain the continued effectiveness of the control measures.
If site inspections required by Part II G identify an existing control measure that needs to be
modified or if an additional or alternative control measure is necessary for any reason,
implementation shall be completed prior to the next anticipated measurable storm event. If
implementation prior to the next anticipated measurable storm event is impracticable, then
additional or alternative control measures shall be implemented as soon as practicable, but
no later than seven days after discovery or a longer period as established by the VSMP
authority.
G. SWPPP Inspections.
1. Personnel responsible for on -site and off -site inspections. Inspections required by this general
permit shall be conducted by the qualified personnel identified by the operator in the SWPPP.
The operator is responsible for ensuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B
6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following
inspection schedule requirements apply:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business
days or (ii) at least once every five business days and no later than 24 hours following
a measurable storm event. In the event that a measurable storm event occurs when
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there are more than 24 hours between business days, the inspection shall be
conducted on the next business day; and
(2) Representative inspections as authorized in Part II G 2 d shall not be allowed.
b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of:
(1) At least once every five business days; or
(2) At least once every 10 business days and no later than 24 hours following a
measurable storm event. In the event that a measurable storm event occurs when
there are more than 24 hours between business days, the inspection shall be
conducted on the next business day.
c. Where areas have been temporarily stabilized or land -disturbing activities will be
suspended due to continuous frozen ground conditions and stormwater discharges are
unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to
once per month. If weather conditions (such as above freezing temperatures or rain or
snow events) make discharges likely, the operator shall immediately resume the regular
inspection frequency.
d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for
utility line installation, pipeline construction, or other similar linear construction activities
provided that:
(1) Temporary or permanent soil stabilization has been installed and vehicle access may
compromise the temporary or permanent soil stabilization and potentially cause
additional land disturbance increasing the potential for erosion;
(2) Inspections occur on the same frequency as other construction activities;
(3) Control measures are inspected along the construction site 0.25 miles above and
below each access point (i.e., where a roadway, undisturbed right-of-way, or other
similar feature intersects the construction activity and access does not compromise
temporary or permanent soil stabilization); and
(4) Inspection locations are provided in the inspection report required by Part II G.
e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the
inspection may be delayed until the next business day on which it is safe to perform the
inspection. Any time inspections are delayed due to adverse weather conditions, evidence
of the adverse weather conditions shall be included in the SWPPP with the dates of
occurrence.
3. Inspection requirements.
a. As part of the inspection, the qualified personnel shall:
(1) Record the date and time of the inspection and, when applicable, the date and rainfall
amount of the last measurable storm event;
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(2) Record the information and a description of any discharges occurring at the time of
the inspection or evidence of discharges occurring prior to the inspection;
(3) Record any land -disturbing activities that have occurred outside of the approved
erosion and sediment control plan;
(4) Inspect the following for installation in accordance with the approved erosion and
sediment control plan, identification of any maintenance needs, and evaluation of
effectiveness in minimizing sediment discharge, including whether the control has
been inappropriately or incorrectly used:
(a) All perimeter erosion and sediment controls, such as silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment
trapping measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization and effective impoundment or flow control;
(d) Cut and fill slopes;
(e) Sediment basins and traps, sediment barriers, and other measures installed to
control sediment discharge from stormwater;
(f) Temporary or permanent channels, flumes, or other slope drain structures
installed to convey concentrated runoff down cut and fill slopes;
(g) Storm inlets that have been made operational to ensure that sediment laden
stormwater does not enter without first being filtered or similarly treated; and
(h) Construction vehicle access routes that intersect or access paved or public roads
for minimizing sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more than
14 days to ensure:
(a) Initiation of stabilization activities have occurred immediately, as defined in
9VAC25-880-1; and
(b) Stabilization activities have been completed within seven days of reaching grade
or stopping work;
(6) Inspect for evidence that the approved erosion and sediment control plan, "agreement
in lieu of a plan," or erosion and sediment control plan prepared in accordance with
department -approved annual standards and specifications has not been properly
implemented. This includes:
Page 16 of 26
(a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or
channels that have not been filtered, settled, or similarly treated prior to discharge,
or evidence thereof;
(b) Sediment laden or turbid flows of stormwater that have not been filtered or settled
to remove sediments prior to discharge;
(c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch
basins that discharge to surface waters. Inlets and catch basins with failing
sediment controls due to improper installation, lack of maintenance, or inadequate
design are considered unprotected;
(d) Sediment deposition on any property (including public and private streets) outside
of the construction activity covered by this general permit;
(e) Required stabilization has not been initiated or completed or is not effective on
portions of the site;
(f) Sediment basins without adequate wet or dry storage volume or sediment basins
that allow the discharge of stormwater from below the surface of the wet storage
portion of the basin;
(g) Sediment traps without adequate wet or dry storage or sediment traps that allow
the discharge of stormwater from below the surface of the wet storage portion of
the trap; and
(h) Land disturbance or sediment deposition outside of the approved area to be
disturbed;
(7) Inspect pollutant generating activities identified in the pollution prevention plan for the
proper implementation, maintenance, and effectiveness of the procedures and
practices;
(8) Identify any pollutant generating activities not identified in the pollution prevention plan;
and
(9) Identify and document the presence of any evidence of the discharge of pollutants
prohibited by this general permit.
4. Inspection report. Each inspection report shall include the following items:
a. The date and time of the inspection and, when applicable, the date and rainfall amount of
the last measurable storm event;
b. Summarized findings of the inspection;
c. The locations of prohibited discharges;
d. The locations of control measures that require maintenance;
Page 17 of 26
e. The locations of control measures that failed to operate as designed or proved inadequate
or inappropriate for a particular location;
f. The locations where any evidence identified under Part II G 3 a (6) exists;
g. The locations where any additional control measure is needed;
h. A list of corrective actions required (including any changes to the SWPPP that are
necessary) as a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that have not
been implemented; and
The date and signature of the qualified personnel and the operator or its duly authorized
representative.
5. The inspection report shall be included into the SWPPP no later than four business days after
the inspection is complete.
The inspection report and any actions taken in accordance with Part II shall be retained by
the operator as part of the SWPPP for at least three years from the date that general permit
coverage expires or is terminated. The inspection report shall identify any incidents of
noncompliance. Where an inspection report does not identify any incidents of noncompliance,
the report shall contain a certification that the construction activity is in compliance with the
SWPPP and this general permit. The report shall be signed in accordance with Part III K of
this general permit.
H. Corrective actions.
The operator shall implement the corrective actions identified as a result of an inspection as
soon as practicable but no later than seven days after discovery or a longer period as
approved by the VSMP authority. If approval of a corrective action by a regulatory authority
(e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control
measures shall be implemented to minimize pollutants in stormwater discharges until such
approvals can be obtained.
The operator may be required to remove accumulated sediment deposits located outside of
the construction activity covered by this general permit as soon as practicable in order to
minimize environmental impacts. The operator shall notify the VSMP authority and the
department as well as obtain all applicable federal, state, and local authorizations,
approvals, and permits prior to the removal of sediments accumulated in surface waters
including wetlands.
Page 18 of 26
PART III
CONDITIONS APPLICABLE TO ALL VPDES PERMITS
NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to
monitor stormwater discharges or control measures, the operator shall comply with the
requirements of subsections A, B, and C, as appropriate.
A. Monitoring.
1. Samples and measurements taken for the purpose of monitoring shall be representative of
the monitoring activity.
Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or
alternative methods approved by the U.S. Environmental Protection Agency, unless other
procedures have been specified in this general permit. Analyses performed according to test
procedures approved under 40 CFR Part 136 shall be performed by an environmental
laboratory certified under regulations adopted by the Department of General Services
(1 VAC30-45 or 1 VAC30-46).
3. The operator shall periodically calibrate and perform maintenance procedures on all
monitoring and analytical instrumentation at intervals that will ensure accuracy of
measurements.
B. Records.
1. Monitoring records and reports shall include
a. The date, exact place, and time of sampling or measurements;
b. The individuals who performed the sampling or measurements;
c. The dates and times analyses were performed;
d. The individuals who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
2. The operator shall retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this general permit, and records of all data
used to complete the registration statement for this general permit, for a period of at least
three years from the date of the sample, measurement, report or request for coverage. This
period of retention shall be extended automatically during the course of any unresolved
litigation regarding the regulated activity or regarding control standards applicable to the
operator, or as requested by the board.
C. Reporting monitoring results.
Page 19 of 26
1. The operator shall update the SWPPP to include the results of the monitoring as may be
performed in accordance with this general permit, unless another reporting schedule is
specified elsewhere in this general permit.
2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms
provided, approved or specified by the department; or in any format provided that the date,
location, parameter, method, and result of the monitoring activity are included.
If the operator monitors any pollutant specifically addressed by this general permit more
frequently than required by this general permit using test procedures approved under 40 CFR
Part 136 or using other test procedures approved by the U.S. Environmental Protection
Agency or using procedures specified in this general permit, the results of this monitoring shall
be included in the calculation and reporting of the data submitted in the DMR or reporting form
specified by the department.
4. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified in this general permit.
D. Duty to provide information. The operator shall furnish, within a reasonable time, any
information which the board may request to determine whether cause exists for terminating this
general permit coverage or to determine compliance with this general permit. The board,
department, EPA, or VSMP authority may require the operator to furnish, upon request, such
plans, specifications, and other pertinent information as may be necessary to determine the effect
of the wastes from his discharge on the quality of surface waters, or such other information as
may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater
Management Act. The operator shall also furnish to the board, department, EPA, or VSMP
authority, upon request, copies of records required to be kept by this general permit.
E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress
reports on, interim and final requirements contained in any compliance schedule of this general
permit shall be submitted no later than 14 days following each schedule date.
F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except
in compliance with a state permit issued by the department, it shall be unlawful to cause a
stormwater discharge from a construction activity.
G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a
discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a
hazardous substance or oil in an amount equal to or in excess of a reportable quantity established
under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code
of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or
causes or allows a discharge that may reasonably be expected to enter surface waters, shall
notify the Department of Environmental Quality of the discharge immediately upon discovery of
the discharge, but in no case later than within 24 hours after said discovery. A written report of
the unauthorized discharge shall be submitted to the department and the VSMP authority within
five days of discovery of the discharge. The written report shall contain:
1. A description of the nature and location of the discharge;
2. The cause of the discharge;
Page 20 of 26
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be; and
Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present
discharge or any future discharges not authorized by this general permit.
Discharges reportable to the department and the VSMP authority under the immediate reporting
requirements of other regulations are exempted from this requirement.
H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge
including a "bypass" or "upset," as defined in this general permit, should occur from a facility and
the discharge enters or could be expected to enter surface waters, the operator shall promptly
notify, in no case later than within 24 hours, the department and the VSMP authority by telephone
after the discovery of the discharge. This notification shall provide all available details of the
incident, including any adverse effects on aquatic life and the known number of fish killed. The
operator shall reduce the report to writing and shall submit it to the department and the VSMP
authority within five days of discovery of the discharge in accordance with Part III 12. Unusual
and extraordinary discharges include any discharge resulting from:
1. Unusual spillage of materials resulting directly or indirectly from processing operations;
2. Breakdown of processing or accessory equipment;
3. Failure or taking out of service of some or all of the facilities; and
4. Flooding or other acts of nature.
I. Reports of noncompliance. The operator shall report any noncompliance which may adversely
affect surface waters or may endanger public health.
An oral report to the department and the VSMP authority shall be provided within 24 hours
from the time the operator becomes aware of the circumstances. The following shall be
included as information that shall be reported within 24 hours under this subdivision:
a. Any unanticipated bypass; and
b. Any upset that causes a discharge to surface waters.
2. A written report shall be submitted within five days and shall contain:
a. A description of the noncompliance and its cause;
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b. The period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time it is expected to continue; and
c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
The department may waive the written report on a case -by -case basis for reports of
noncompliance under Part III I if the oral report has been received within 24 hours and no
adverse impact on surface waters has been reported.
3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in
writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working
hours, leaving a recorded message shall fulfill the immediate reporting requirement. For
emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone
service at 1-800-468-8892.
4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of
incorrect information in any report, including a registration statement, to the department or the
VSMP authority, the operator shall promptly submit such facts or correct information.
J. Notice of planned changes.
1. The operator shall give notice to the department and the VSMP authority as soon as possible
of any planned physical alterations or additions to the permitted facility or activity. Notice is
required only when:
a. The operator plans an alteration or addition to any building, structure, facility, or installation
that may meet one of the criteria for determining whether a facility is a new source in
9VAC25-870-420;
b. The operator plans an alteration or addition that would significantly change the nature or
increase the quantity of pollutants discharged. This notification applies to pollutants that
are not subject to effluent limitations in this general permit; or
2. The operator shall give advance notice to the department and VSMP authority of any planned
changes in the permitted facility or activity, which may result in noncompliance with state
permit requirements.
K. Signatory requirements.
1. Registration statement. All registration statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a
responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president
of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation; or (ii) the
manager of one or more manufacturing, production, or operating facilities, provided the
Page 22 of 26
manager is authorized to make management decisions that govern the operation of the
regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures
to assure long-term compliance with environmental laws and regulations; the manager
can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for state permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
c. For a municipality, state, federal, or other public agency: by either a principal executive
officer or ranking elected official. For purposes of this chapter, a principal executive officer
of a public agency includes (i) the chief executive officer of the agency or (ii) a senior
executive officer having responsibility for the overall operations of a principal geographic
unit of the agency.
2. Reports and other information. All reports required by this general permit, including SWPPPs,
and other information requested by the board or the department shall be signed by a person
described in Part III K 1 or by a duly authorized representative of that person. A person is a
duly authorized representative only if:
a. The authorization is made in writing by a person described in Part III K 1;
b. The authorization specifies either an individual or a position having responsibility for the
overall operation of the regulated facility or activity such as the position of plant manager,
operator of a well or a well field, superintendent, position of equivalent responsibility, or
an individual or position having overall responsibility for environmental matters for the
operator. (A duly authorized representative may thus be either a named individual or any
individual occupying a named position); and
c. The signed and dated written authorization is included in the SWPPP. A copy shall be
provided to the department and VSMP authority, if requested.
3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because
a different individual or position has responsibility for the overall operation of the construction
activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to
the VSMP authority as the administering entity for the board prior to or together with any
reports or information to be signed by an authorized representative.
4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following
certification:
"I certify under penalty of law that I have read and understand this document and that this
document and all attachments were prepared in accordance with a system designed to assure
that qualified personnel properly gathered and evaluated the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
Page 23 of 26
penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations."
L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state
permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the
Clean Water Act, except that noncompliance with certain provisions of this general permit may
constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act.
Permit noncompliance is grounds for enforcement action; for state permit coverage, termination,
revocation and reissuance, or modification; or denial of a state permit renewal application.
The operator shall comply with effluent standards or prohibitions established under § 307(a)
of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish
these standards or prohibitions or standards for sewage sludge use or disposal, even if this
general permit has not yet been modified to incorporate the requirement.
M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit
after the expiration date of this general permit, the operator shall submit a new registration
statement at least 60 days before the expiration date of the existing general permit, unless
permission for a later date has been granted by the board. The board shall not grant permission
for registration statements to be submitted later than the expiration date of the existing general
permit.
N. Effect of a state permit. This general permit does not convey any property rights in either real
or personal property or any exclusive privileges, nor does it authorize any injury to private property
or invasion of personal rights, or any infringement of federal, state or local law or regulations.
O. State law. Nothing in this general permit shall be construed to preclude the institution of any
legal action under, or relieve the operator from any responsibilities, liabilities, or penalties
established pursuant to any other state law or regulation or under authority preserved by § 510 of
the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U)
and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator
from civil and criminal penalties for noncompliance.
P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to
preclude the institution of any legal action or relieve the operator from any responsibilities,
liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through
62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act.
Q. Proper operation and maintenance. The operator shall at all times properly operate and
maintain all facilities and systems of treatment and control (and related appurtenances), which
are installed or used by the operator to achieve compliance with the conditions of this general
permit. Proper operation and maintenance also includes effective plant performance, adequate
funding, adequate staffing, and adequate laboratory and process controls, including appropriate
quality assurance procedures. This provision requires the operation of back-up or auxiliary
facilities or similar systems, which are installed by the operator only when the operation is
necessary to achieve compliance with the conditions of this general permit.
R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of
treatment or management of pollutants shall be disposed of in a manner so as to prevent any
pollutant from such materials from entering surface waters and in compliance with all applicable
state and federal laws and regulations.
Page 24 of 26
S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in
violation of this general permit that has a reasonable likelihood of adversely affecting human
health or the environment.
T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an
enforcement action that it would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the conditions of this general permit.
U. Bypass.
1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams
from any portion of a treatment facility. The operator may allow any bypass to occur that does
not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to
ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and
3.
2. Notice.
a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the
operator shall submit prior notice to the department, if possible at least 10 days before the
date of the bypass.
b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as
required in Part III I.
3. Prohibition of bypass.
a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may
take enforcement action against an operator for bypass unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property
damage. Severe property damage means substantial physical damage to property,
damage to the treatment facilities that causes them to become inoperable, or
substantial and permanent loss of natural resources that can reasonably be expected
to occur in the absence of a bypass. Severe property damage does not mean
economic loss caused by delays in production;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes, or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate back-up
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass that occurred during normal periods of equipment
downtime or preventive maintenance; and
(3) The operator submitted notices as required under Part III U 2.
b. The department may approve an anticipated bypass, after considering its adverse effects,
if the department determines that it will meet the three conditions listed in Part III U 3 a.
Page 25 of 26
V. Upset.
1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is
unintentional and temporary noncompliance with technology -based state permit effluent
limitations because of factors beyond the reasonable control of the operator. An upset does
not include noncompliance to the extent caused by operational error, improperly designed
treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or
careless or improper operation.
2. An upset constitutes an affirmative defense to an action brought for noncompliance with
technology -based state permit effluent limitations if the requirements of Part III V 4 are met.
A determination made during administrative review of claims that noncompliance was caused
by upset, and before an action for noncompliance, is not a final administrative action subject
to judicial review.
3. An upset does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities, lack of preventative
maintenance, or careless or improper operation.
4. An operator who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs or other relevant evidence that:
a. An upset occurred and that the operator can identify the cause of the upset;
b. The permitted facility was at the time being properly operated;
c. The operator submitted notice of the upset as required in Part III I; and
d. The operator complied with any remedial measures required under Part III S.
5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset
has the burden of proof.
W. Inspection and entry. The operator shall allow the department as the board's designee, the
VSMP authority, EPA, or an authorized representative of either entity (including an authorized
contractor), upon presentation of credentials and other documents as may be required by law to:
1. Enter upon the operator's premises where a regulated facility or activity is located or
conducted, or where records shall be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that shall be kept under the
conditions of this general permit;
3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring
and control equipment), practices, or operations regulated or required under this general
permit; and
4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance
or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management
Act, any substances or parameters at any location.
Page 26 of 26
For purposes of this section, the time for inspection shall be deemed reasonable during regular
business hours, and whenever the facility is discharging. Nothing contained herein shall make an
inspection unreasonable during an emergency.
X. State permit actions. State permit coverage may be modified, revoked and reissued, or
terminated for cause. The filing of a request by the operator for a state permit modification,
revocation and reissuance, or termination, or a notification of planned changes or anticipated
noncompliance does not stay any state permit condition.
Y. Transfer of state permit coverage.
1. State permits are not transferable to any person except after notice to the department. Except
as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator
only if the state permit has been modified or revoked and reissued, or a minor modification
made, to identify the new operator and incorporate such other requirements as may be
necessary under the Virginia Stormwater Management Act and the Clean Water Act.
As an alternative to transfers under Part III Y 1, this state permit may be automatically
transferred to a new operator if:
a. The current operator notifies the department at least 30 days in advance of the proposed
transfer of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators
containing a specific date for transfer of state permit responsibility, coverage, and liability
between them; and
c. The department does not notify the existing operator and the proposed new operator of
its intent to modify or revoke and reissue the state permit. If this notice is not received, the
transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b.
3. For ongoing construction activity involving a change of operator, the new operator shall accept
and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking
over operations at the site.
Z. Severability. The provisions of this general permit are severable, and if any provision of this
general permit or the application of any provision of this state permit to any circumstance, is held
invalid, the application of such provision to other circumstances and the remainder of this general
permit shall not be affected thereby.
Section 12. Inspection logs
INSPECTION FREQUENCY:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business days or (ii) at
least once every five business days and no later than 48 hours following a measurable storm event. In
the event that a measurable storm event occurs when there are more than 48 hours between business
days, the inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction, or other similar
linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired
or for which a TMDL wasteload allocation has been established and approved prior to the term of this
general permit.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
STORM WATER INSPECTIONS FOR VSMP GENERAL PERMIT LAND DISTRIBUTING ACTIVITIES Page I
PROJECT:
MONITORING FOR THE WEEK BEGINNING:
DATE AND TIME OF INSPECTION:
RAINFALL:
Date of Rain Amount Inches Initials
EROSION AND SEDIMENT CONTROL FACILITIES INSPECTED:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
Facility Identification
Date and Time of
Inspection
Operating Properly
(YIN)
Description of
inspection
observations
OBSERVATION OF RUNOFF AT
OUTFALLS:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Qualified Personnel
By this signature, I certify that the contruction
activity is in compliance with the SW PP and
general permit.
Qualified Personnel
ceritication statement on page 3 shall be signed.
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Operator/Duly Authorized Representative
By this signature, I certify that the contruction
activity is in compliance with the SWPP and
general permit.
Operator/Duly Authorized Representative
Stormwater Discharge
Outfall Identification
Date
Clarity
Floating Solids
Suspended
Solids
Oil Sheen
Otherobvious
indicators of
stormwater
pollution (list
and describe)
Visible
sediment
leavingthe
site?(Y/N)
If yes, describe actions
taken to prevent future
releases (may need to
attach additional
information)
Describemeasurestakento
clean up sediment outside
of disturbed limits (may
need to attach additional
information)
Clarity: Choose the number which best describes the clarity of the discharge where I is clear and 10 is very cloudy
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface us covered in floating solids
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where 1 is no solids and 10 is extremely muddy.
Oil Sheen: Is there an oil sheen in the stormwater discharge (Y or N)?
STORM WATER INSPECTIONS FOR VSMP GENERAL PERMIT LAND DISTRIBUTING ACTIVITIES Page I
PROJECT:
MONITORING FOR THE WEEK BEGINNING:
DATE AND TIME OF INSPECTION:
RAINFALL:
Date of Rain Amount Inches Initials
EROSION AND SEDIMENT CONTROL FACILITIES INSPECTED:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
Facility Identification
Date and Time of
Inspection
Operating Properly
(YIN)
Description of
inspection
observations
OBSERVATION OF RUNOFF AT
OUTFALLS:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Qualified Personnel
By this signature, I certify that the contruction
activity is in compliance with the SW PP and
general permit.
Qualified Personnel
ceritication statement on page 3 shall be signed.
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Operator/Duly Authorized Representative
By this signature, I certify that the contruction
activity is in compliance with the SWPP and
general permit.
Operator/Duly Authorized Representative
Stormwater Discharge
Outfall Identification
Date
Clarity
Floating Solids
Suspended
Solids
Oil Sheen
Otherobvious
indicators of
stormwater
pollution (list
and describe)
Visible
sediment
leavingthe
site?(Y/N)
If yes, describe actions
taken to prevent future
releases (may need to
attach additional
information)
Describemeasurestakento
clean up sediment outside
of disturbed limits (may
need to attach additional
information)
Clarity: Choose the number which best describes the clarity of the discharge where I is clear and 10 is very cloudy
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface us covered in floating solids
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where 1 is no solids and 10 is extremely muddy.
Oil Sheen: Is there an oil sheen in the stormwater discharge (Y or N)?
STORM WATER INSPECTIONS FOR VSMP GENERAL PERMIT LAND DISTRIBUTING ACTIVITIES Page I
PROJECT:
MONITORING FOR THE WEEK BEGINNING:
DATE AND TIME OF INSPECTION:
RAINFALL:
Date of Rain Amount Inches Initials
EROSION AND SEDIMENT CONTROL FACILITIES INSPECTED:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
Facility Identification
Date and Time of
Inspection
Operating Properly
(YIN)
Description of
inspection
observations
OBSERVATION OF RUNOFF AT
OUTFALLS:
(Inspections shall be conducted according to Part IIF2 of the
Permit. However, if the discharges of stormwater from
construction activities are to surface waters identified as
imparied, inspections shall be conducted according to Part
IB4d.)
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Qualified Personnel
By this signature, I certify that the contruction
activity is in compliance with the SW PP and
general permit.
Qualified Personnel
ceritication statement on page 3 shall be signed.
By this signature, I certify that this report is
accurate and complete to the best of my
knowledge:
Operator/Duly Authorized Representative
By this signature, I certify that the contruction
activity is in compliance with the SWPP and
general permit.
Operator/Duly Authorized Representative
Stormwater Discharge
Outfall Identification
Date
Clarity
Floating Solids
Suspended
Solids
Oil Sheen
Otherobvious
indicators of
stormwater
pollution (list
and describe)
Visible
sediment
leavingthe
site?(Y/N)
If yes, describe actions
taken to prevent future
releases (may need to
attach additional
information)
Describemeasurestakento
clean up sediment outside
of disturbed limits (may
need to attach additional
information)
Clarity: Choose the number which best describes the clarity of the discharge where I is clear and 10 is very cloudy
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface us covered in floating solids
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where 1 is no solids and 10 is extremely muddy.
Oil Sheen: Is there an oil sheen in the stormwater discharge (Y or N)?