HomeMy WebLinkAboutWPO202200023 VSMP - SWPPP 2022-09-06ALBEMARLE COUNTY
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
FOR CONSTRUCTION ACTIVITIES AT:
NORTH POINTE APARTMENTS
NORTHSIDE DRIVE
CHARLOTTESVILLE, VA 22911
PREPARED BY:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
PREPARED FOR:
NORTH POINTE CHARLOTTESVILLE, LLC
2619 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901 by APPROVED
the Albemarle County
Communit Development Department
Date 9(6/22
File WP0202200023
SWPPP PREPARATION DATE: 6/6/22
PROJECT START DATE: 07/01/2022
PROJECT COMPLETION DATE: 07/01/2023
TABLE OF CONTENTS:
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. IMPAIRED WATERS
8. QUALIFIED PERSONNEL
9. CERTIFICATION
10. DELEGATION OF AUTHORITY
APPENDICES:
A. DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL PERMIT
B. INSPECTION REPORT
C. CORRECTIVE ACTION FORM
D. POLLUTION PREVENTION TOOLBOX MEETING LOG
E. GRADING AND STABILIZATION ACTIVITES LOG
F. AMENDMENT LOG
SECTION 1
REGISTRATION STATEMENT
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #:
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #:
CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: IIB ❑ IIC ❑
REGISTRATION STATEMENT 2019
Application type. zNEW PERMIT ISSUANCE
(CHOOSE ONE) MODIFICATION WITH ACREAGE INCREASE
MODIFICATION WITHOUT ACREAGE INCREASE
EXISTING PERMIT RE -ISSUANCE
Section I. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have
operational control over construction activities to ensure compliance with the general permit. A person with
signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit).
Operator Name:
NORTH POINTE CHARLOTTESVILLE, LLC
Contact person:
Address:
2619 HYDRAULIC ROAD
City, State and Zip Code:
CHARLOTTESVILLE, VA 22901
Phone Number:
Primary and CC Email:
B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES
and include a valid email. May we transmit correspondence electronically? YES ,( NO
Section II. Construction Activity Information.
A.
Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land
disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site.
B.
Project site location information.
Construction Activity Name:
NORTH POINTE APARTMENTS
Address:
NORTHSIDE DRIVE
City and/or County and Zip Code:
CHARLOTTESVILLE, VA 22911
Construction Activity Entrance Location
(description, street address and/or
CLIFFSTONE BOULEVARD
latitude/longitude in decimal degrees):
Latitude and Longitude
38.139594,-78.425557
(6-digit, decimal degrees format):
C.
Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest
one -hundredth of an acre.
Total land area of development (include entire area to be
10.88 AC
disturbed as approved in the Stormwater Management Plan):
Primary estimated area to be disturbed (include portions with
Erosion and Sediment Control Plan approval only):
10.37 AC
Off -site estimated area to be disturbed (if applicable):
D.
Property Owner Status:
FEDERALI
ISTATEIPUBLIC
PRIVATE
,(
E.
Nature of the Construction Activity Description (i.e. commercial,
industrial, residential, agricultural, environmental, utility):
RESIDENTIAL
F.
Municipal Separate Storm Sewer System (MS4) name(s) (if the
site is discharging to a MS4):
G.
Estimated Project Dates (MM/DD/YYYY).
Start Date:
07/01/2022
Completion Date:
07/01/2023
H.
Is this construction activity part of a larger common plan of
YES ❑✓ NO ❑
development or sale?
Rev 11/2020 PAGE 1 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page.
HUC
NAME(S) OF RECEIVING WATERBODY
JR11
NORTH FORK RIVANNA RIVER - JACOBS RUN
Section III. Off -site Support Activity Location Information.
List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional
areas on a separate page.
Off -site Activity Name:
Address:
City or County:
Off -site Activity Entrance Location (description, street
address and/or latitude/longitude in decimal degrees):
Latitude and Longitude (6-digit, decimal degrees format):
Is this off -site activity an excavated material disposal
area?
YES NO
If this off -site activity is an excavated material disposal
area, list the contents of the excavated fill material:
Willa separate VPDES permit cover this off -site activity?
YES1
INOI
Section IV. Other Information.
A.
A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the
General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the
Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been
prepared.
B.
Has an Erosion and Sediment Control Plan been
submitted to the VESC Authority for review?
YES ,/ NO
Erosion and Sediment Control Plan Approval Date (for
the estimated area to be disturbed MM/DD/YYYY):
C.
Has land -disturbance commenced?
YES
NO
D.
Annual Standards and Specifications. If this project is utilizing approved Annual Standards and Specifications
(AS&S), attached the completed AS&S Entity Form.
AS&S Entity Name (if different from the Operator
identified in Section I):
E.
Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive
Annual Permit Maintenance and Permit Modification Fee invoices (if applicable).
Billing Name:
Contact Name:
Address:
City, State and Zip Code:
Phone Number:
Primary and CC Email:
Rev 11/2020 PAGE 2 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
Section V. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements
of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that
operator is defined in 9VAC25-870-10 as follows:
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater
associated with a large or small construction activity, operator means any person associated with a construction project that meets
either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including
the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those
activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state
permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from
Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system.
9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer
means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or
any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager
of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management
decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term
compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or
actions taken to gather complete and accurate information for state permit application requirements; and where authority
to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively, • or
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the
agency or (H) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the
agency.
Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this
document and all attachments were prepared in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage
the system or those persons directly responsible for gathering the information, the information submitted is to the best
of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting
false information including the possibility of fine and imprisonment for knowing violations."
Printed Name:
Signature (signed in ink):
Date Signed:
Section VI. Submittal Instructions. Submit this form to the VSMP Authority. If the locality is the VSMP Authority, please
send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP
Authorities is available here: VSMP Authorities.
If DEQ is the VSMP Authority, please send to: If the locality is the VSMP Authority, please send to:
Department of Environmental Quality
Office of Stormwater Management Suite 1400
PO Box 1105
Richmond VA 23218
constructiongp@deg.virginia.gov
Rev 11/2020 PAGE 3 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. This form
covers the following permit actions: new permit issuance, existing permit modification with an increase in acreage, existing permit modifications
that result in a plan modification but do not result in an increase in disturbed acreage, and reissuance of an active permit coverage.
Application type. Select NEW PERMIT ISSUANCE to obtain a new permit coverage. Modifications are for modifying an existing, active permit
coverage. Select MODIFICATION WITH ACREAGE INCREASE when the previously approved acreage(s) increases (permit modifications are not
performed for decreases in acreage unless they result in plan changes — see Modification WITHOUT Acreage Increase). Select MODIFICATION
WITHOUT ACREAGE INCREASE when there is a change to the site design resulting in a change to the approved plans with no increase in acreage(s),
Select EXISTING PERMIT REISSUANCE to extend an expiring permit coverage for the next permit cycle and include the existing permit number.
Section 1. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over
construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with
a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party
with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project
site that are necessary to ensure compliance with the general permit). If an individual person is listed as the operator, that person (or a legal
representative of) must sign the certification in Section V. An operator may be one of the following:
9VAC25-870-10. Definitions
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a
large or small construction activity, operator means any person associated with a construction project that meets either of the following two
criteria: N the person has direct operational control over construction plans and specifications, including the ability to make modifications to those
plans and specifications or (if) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance
with a stormwater pollution prevention plan for the site or other state permit or 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 storm water discharges from Municipal Separate Storm Sewer Systems (M54s), operator means the operator of the regulated MS4 system.
"Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities,
and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or
country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates,
charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other
wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of
state waters in contravention of 4 62.1-44.5 of the Code of Virginia, the Act and this chapter.
"Person "means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state,
governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity.
B. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all
correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also give the operator the ability to pay by
credit card and to receive permit coverage approval letters immediatelv upon oermit aooroval.
Section II. Construction Activity Information.
A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances
and all water bodies receiving Stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or
topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your VSMP authority if
you have additional questions regarding site map requirements.
B. Construction Activity Name and location. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the
Stormwater Management plans), 911 street address (if available), city/county of the construction activity, and the 6-digit latitude and longitude in
decimal degrees format for the centroid, main construction entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W).
C. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest
one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the primary development site as approved on the
Stormwater Management Plans and the primary on -site estimated acreage to be disturbed by the construction activity as approved under the
Erosion and Sediment Control Plans. The off -site estimated area to be disturbed is the sum of the disturbed acreages for all off -site support
activities to be covered under this general permit. Do not include the off -site acreage totals in the primary, on -site total and estimated disturbed
acreage totals. Permit fees are calculated based on your disturbed acreage total for all on- and off -site areas being disturbed under this permit
coverage (the sum of all on -site and off -site disturbed acreages).
D. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e.
federal, state or local governments) is PRIVATE.
Rev 11/2020 PAGE 4 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may
choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation,
Institutional, etc.). Describe the post -construction use of the project (i.e. Commercial — one new office building and associated parking and
utilities; Transportation— Linear roads, sidewalks and utilities; Agricultural— 3 Poultry Houses, etc.).
F. Municipal Separate Storm Sewer System (MS4) name(s) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or
completely), provide the name of the MS4(s) that will be receiving water from this construction activity. The MS4 name is typically the town, city,
county, institute or federal facility where the construction activity is located.
G. Estimated project dates. Provide the estimated project start date and completion date in Month/Day/Year or MM/DD/YYYY format (i.e.
07/30/2019).
H. Is this construction activity is part of a larger common plan of development or sale? "Common plan of development or sale" means a contiguous
area where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-10.
Definitions. Le. a subdivision, commercial development, business park, etc.
I. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waterbody names, for
the primary site and any Off -site areas included under this permit coverage, that could potentially receive stormwater runoff discharging from this
activity. The HUC can be either a 12-digit number (i.e. 0208010101) or 2-letter, 2-number code (i.e. JL52). Include additional HUCs or receiving
waters on a separate page. You may utilize DEQ's web -based GIS application, VEGIS, to obtain this information.
• VEGIS application link: DEQ's VEGIS Mapping Application
• Instructions for utilizing DEQ's VEGIS application link: CGP-GIS HUC Instructions
Section III. Off -site Support Activity Location Information.
This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards,
material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that (i) the support activity is directly
related to a construction activity that is required to have general permit coverage; (ii) the support activity is not a commercial operation, nor does
it serve multiple unrelated construction activities by different operators; (iii) the support activity does not operate beyond the completion of the
construction activity it supports; (iv) the support activity is identified in the Registration Statement at the time of general permit coverage; (v)
appropriate control measures are identified in a SWPPP and implemented to address the discharges from the support activity areas; and (vi) all
applicable state, federal, and local approvals are obtained for the support activity.
Off -site activity name and location information. Provide a descriptive off -site project name, 911 street address (if available), construction entrance
location (address or decimal degrees coordinates and description), city/county and the 6-digit latitude and longitude in decimal degrees (i.e.
37.1234N, 77.1234W) of all off -site support activities. Indicate whether the off -site support activity will be covered under this general permit or a
separate VPDES permit.
If excavated material (i.e., fill) will be transported off -site for disposal, the name and physical location address, when available, of all off -site
excavated material disposal areas including city or county; 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W) and the
contents of the excavated material.
List additional off -site areas to be included under this permit coverage on a separate page. Off -site areas not included on this registration will need
to obtain coverage under a separate VPDES permit.
Section IV. Other Information.
A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See
9VAC25-880-70. Part II. of the General Permit for the SWPPP requirements.
B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section II. C. has been submitted to the VESC Authority
for review and plan approval, choose YES. If you are submitting this application to reissue an existing permit coverage, please provide the date that
the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area to be disturbed.
C. If land disturbance has commenced, choose YES. "land disturbance" or "land -disturbing activity" means a man-made change to the land surface
that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading,
excavating, or filling of land per §62.1-44.15:24. Definitions.
D. If this project is using approved Annual Standards and Specifications (AS&5), 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&5 entity is the entity or agency that
holds the approved annual standards & specification. Please indicate if this project is also requesting a plan waiver.
• AS&5 Entity Form link: Annual Standards and Specifications Entity Information Form
Rev 11/2020 PAGE 5 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Billing information. If the person or entity responsible for billing/invoicing is different from the operator, please complete this section. If they
are the same, leave this section blank.
Section V. Certification.
A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying
and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. State statutes provide
for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be
signed as follows per 9VAC25-880-70 Part III. K. 1.:
a. For a corporation: by a responsible corporate officer. For the purpose of this part, a responsible corporate officer means:
N 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:
N 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 VI. Submittal Instructions.
Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority maybe either DEQ or your locality
depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for
additional submittal instructions. A blank area is provided for the Local VSMP Authority's mailing address.
Who is the VSMP Authority for my aroiect? DEQ or the locality?
• DEQ DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are:
➢ within a locality that is not a VSMP Authority;
➢ owned by the State or Federal government; or
➢ utilizing approved Annual Standards and Specifications.
• The Locality: The local government (locality) is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ
as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is
available on DEQ's website here: Local VSMP Authority List.
www.deg.virxinia.xovfProxramsfW aterfStormwaterManaxementfVSMPPermitsfConstructionGeneralPermit.aspx
Email the completed and signed form to:
constructiongp@deg.virginia.gov
Rev 11/2020 PAGE 6 16
SECTION 2
NOTICE OF GENERAL PERMIT COVERAGE
SECTION 3
NATURE OF ACTIVITY
NATURE OF ACTIVITY
PROJECT NAME: NORTH POINTE APARTMENTS
PROJECT LOCATION: NORTHSIDE DRIVE
PROJECT DESCRIPTION:
THE PURPOSE OF THIS LAND DISTURBANCE ACTIVITY IS TO CONSTRUCT A RESIDENTIAL SUBDIVISION.
THIS PLAN PROPOSES 10.37 ac. OF LAND DISTURBANCE. THE PROJECT WILL BEGIN ITS CONSTRUCTION
WITH THE PROPOSED ESC MEASURES FOLLOWING PLAN APPROVAL, WHICH IS ANTICIPATED TO BE IN
THE SUMMER OF 2022. THE WORK IS ANTICIPATED TO BE COMPLETED WITHIN 12 MONTHS AND TO
CONCLUDE IN THE SUMMER OF 2023.
EXISTING SITE CONDITIONS:
THE PROPOSED DEVELOPMENT IS LOCATED ON A PARCEL WHICH HAS BEEN PREVIOUSLY CLEARED AND
ROUGH GRADED BY OTHERS, AND IS NOW STABILIZED. THE ADJACENT ROADWAYS AND UTILITY
IMPROVEMENTS ARE EXISTING. THIS SITE IS GENERALLY WELL SLOPED AND DRAINS TOWARD THE
EXISTING ROADWAYS, WHICH CONVEY DRAINAGE TO AN EXISTING STORMWATER MANAGEMENT
FACILITY NORTH OF THE SITE, ACROSS CLIFFSTONE BOULEVARD.
ADJACENT AREAS:
THIS SITE IS SURROUNDED TO THE NORTH, SOUTH, AND WEST BY EXISTING ROADWAYS, CLIFFSTONE
BOULEVARD, THICKET RUN PLACE, AND NORTHSIDE DRIVE, RESPECTIVELY WITHIN THE NORTH POINTE
RESIDENTIAL NEIGHBORHOOD. TO THE EAST OF THE PROPERTY IS AN EXISTING WOODED AREA AND
STREAM, WHICH CONVEYS VIA CULVERT TO AN EXISTING STORMWATER MANAGEMENT POND
SERVING THIS DEVELOPMENT. SILT FENCE WITH WIRE BACKING, DIVERSIONS, TWO SEDIMENT BASINS,
A SEDIMENT TRAP, INLET CONTROLS AND VARIOUS OTHER ESC MEASURES ARE PROPOSED TO LIMIT
THE POTENTIAL FOR CONTAMINATION OF THESE ADJACENT PROPERTIES AND WATERWAYS.
OFFSITE LAND DISTURBANCE:
OFFSITE LAND DISTURBANCE IS LIMITED TO PUBLIC RIGHT-OF-WAY AND EASEMENTS.
CRITICAL AREAS:
EXISTING STEEP SLOPES AND A STREAM ARE LOCATED AT THE PERIMETER OF THIS SITE. THE STEEP
SLOPES ARE A MIXTURE OF PRESERVED AND MANAGED STEEP SLOPES. THESE AREAS ARE CONSIDERED
TO BE CRITICAL AREAS. THE CONTRACTOR SHALL GIVE EXTRA ATTENTION AND CAUTION IN AND
AROUND THESE AREAS TO ENSURE SEDIMENT IS NOT DEPOSITED OUTSIDE THE SCOPE OF THE
PROPOSED PLAN. TREE PROTECTION FENCING, SILT FENCING, DIVERSIONS AND SEDIMENT TRAPPING
DEVICES SHALL ALSO BE INSTALLED AS A FIRST STEP IN LAND DISTURBANCE TO ENSURE THESE CRITICAL
AREAS ARE MAINTAINED.
SOILS:
276-ELIOAK LOAM-2 TO 7%SLOPES. SOIL IS TYPICALLY WELL DRAINED WITH A MEDIUM RUNOFF
CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE DEPTH TO
THE WATER TABLE IS GENERALLY MORE THAN 80".
34D-GLENELG LOAM-15 TO 25%SLOPES. SOIL IS TYPICALLY WELL DRAINED WITH A HIGH RUNOFF
CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-6" THICK. THE DEPTH TO
THE WATER TABLE IS GENERALLY MORE THAN 80".
SEQUENCE OF CONSTRUCTION:
1. CONTRACTOR SHALL NOTIFY THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT
ENGINEERING DEPARTMENTTO SCHEDULE A PRE -CONSTRUCTION MEETING.
2. PRIOR TO DISTURBANCES, THE LIMITS OF DISTURBANCE SHALL BE FLAGGED AND THE TREE
PROTECTION FENCING SHALL BE INSTALLED.
3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS
WITHOUTTHE APPROVAL FROM THE INSPECTOR ON THE PROJECT.
4. INSTALLATION OF THE PROPOSED CONSTRUCTION ENTRANCE SHALL OCCUR NEXT. THE
CONTRACTOR SHALL INSTALL THE PAVED ENTRANCE TO MEET THE MINIMUM CONSTRUCTION
ENTRANCE REQUIREMENTS SHOWN ON THE DETAIL ON THIS SHEET. THE CONTRACTOR SHALL ALSO
PROVIDE CONSTRUCTION ROAD STABILIZATION TO THE SURROUNDING AREA ENVISIONED FOR THE
CONTRACTOR PARKING & STAGING AREA. CONTRACTOR SHALL ENSURE THE CONSTRUCTION
ENTRANCE AND PARKING AREA ARE PROPERLY GRADED AND DRAIN TO AN ADEQUATE E&S
MEASURE. THE CONTRACTOR SHALL INSTALL SEDIMENT TRAP #5 FOR VEHICULAR FLASH WASH
OFF, WITH A PAVED RIGHT-OF-WAY DIVERSION DISCHARGING INTO IT. CONSTRUCTION
ENTRANCES ARE TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A
PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
5. THE INITIAL ESC CONSTRUCTION MEASURES, AS SHOWN ON THE PHASE I EROSION &
SEDIMENT CONTROL PLAN, SHALL BE INSTALLED NEXT. THE CONTRACTOR SHALL BEGIN BY
INSTALLING THE PERIMETER SILT FENCE. PERIMETER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE
MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
6. ONCE THE PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE FIVE
SEDIMENT TRAPS SHALL BE INSTALLED. ONCE THE COUNTY INSPECTOR HAS APPROVED THESE
MEASURES, THE CONTRACTOR SHALL PROCEED TO LIGHT CLEARING OF THE SITE. FOLLOWING THE
INSTALLATION OF THESE MEASURES, THE CONTRACTOR SHALL INSTALLTHE DIVERSIONS. THE
DIVERSIONS SHALL MAINTAIN POSITIVE DRAINAGE TO THE SEDIMENT TRAPPING DEVICES AT ALL
TIMES THROUGHOUT CONSTRUCTION. ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON
THE PHASE I EROSION CONTROL PLAN SHALL ALSO BE CONSTRUCTED AT THIS TIME.
7. ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL,
DRAINAGE IS PROPERLY CONVEYED TO THESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED
APPROVAL, THE CONTRACTOR CAN BEGIN CLEARING THE REMAINDER OF THE SITE. TEMPORARY
SEEDING, PERMANENT SEEDING AND DUST CONTROL SHALL BE IMPLEMENTED AS REQUIRED.
8. AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN PROCEED TO PHASE II OF THE
EROSION & SEDIMENT CONTROL PLAN. UPON INSPECTOR APPROVAL, THE CONTRACTOR SHALL
BEGIN ROUGH GRADING THE SITE TO THE CONTOURS SHOWN ON THE PHASE II EROSION &
SEDIMENT CONTROL PLAN. THE PROPOSED PERIMETER WALLS SHALL BE INSTALLED WHERE
SHOWN ON THE PLANS. ANY SITE RETAINING WALL CONSTRUCTION THAT OCCURS IN ESC PHASE III
WITH THE GRADING OPERATIONS SHALL FILL THE AREAS SURROUNDING THE RETAINING WALLS IN
A MANNER THAT ENSURES THE FILL LOCATIONS ARE LEVEL VERTICALLY ATTHE END OF EACH
WORK DAY. SUCH A PRACTICE WILL LIMIT CHANNEL FLOW AND PROMOTE SHEET FLOW. WORK
ASSOCIATED WITH ANY RETAINING WALLS NEAR A GREENWAY SHALL OCCUR ON THE TOP SIDE TO
REDUCE POTENTIAL IMPACTS TO THE DOWNSTREAM AREA. MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND
SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
9. THE CONTRACTOR SHALL INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON
THE PHASE II EROSION CONTROL PLAN. TEMPORARY SEEDING, PERMANENT SEEDING AND DUST
CONTROL SHALL BE IMPLEMENTED AS REQUIRED.
10. ONCE ALL THE PHASE II EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL,
THE SITE IS ROUGH GRADED, PERIMETER WALLS ARE INSTALLED, AND DRAINAGE IS PROPERLY
CONVEYED TO SEDIMENT CONTROL MEASURES, AND THE ESC INSPECTOR HAS GRANTED
APPROVAL, THE CONTRACTOR CAN BEGIN PHASE III OF THE EROSION & SEDIMENT CONTROL PLAN.
11. THE CONTRACTOR CAN BEGIN INSTALLATION OF THE UTILITIES, SELECT STORM STRUCTURES,
CURB AND GUTTER, DRIVE AISLES AND PARKING LOTS, BUILDINGS 3 AND 4, AND THE CLUBHOUSE
AND POOL AMENITY AREAS. A TEMPORARY OUTFALL PIPE SHALL BE INSTALLED AT STRUCTURE 18
TO CONVEY UPLAND STORM SEWER TO SEDIMENT TRAP 2. PIPE 17 SHALL BE BLOCKED TO CREATE
A BYPASS FOR SEDIMENT TRAP 2. PIPES 9, 27, AND 25 SHALL CONVEY STORM RUNOFF DIRECTLY
TO SEDIMENT TRAP 5. SEE THE ESC PLAN SHEET NOTES FOR ADDITIONAL GUIDANCE.
12. INLET PROTECTION SHALL BE INSTALLED AS THE STORM SEWER IS CONSTRUCTED. INLET
PROTECTION SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS
NEEDED. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER
ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY AND CLEANED
AND/OR REPLACED.
13. ONCE ALL THE PHASE III EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE
OPERATIONAL, AND DRAINAGE IS PROPERLY CONVEYED TO SEDIMENT CONTROL MEASURES, AND
THE ESC INSPECTOR HAS GRANTED APPROVAL, THE CONTRACTOR CAN BEGIN PHASE IV OF THE
EROSION & SEDIMENT CONTROL PLAN.
14. THE CONTRACTOR SHALL ENSURE THE UPLAND WATERSHED IS STABILIZED, AND WITH
INSPECTOR APPROVAL, FILL SEDIMENT TRAPS'3' AND W TO FINAL GRADE, WHICH SHALL ALLOW
FOR THE CONSTRUCTION OF BUILDINGS 1, 2, AND 7. THE CONTRACTOR SHALL REMOVE SEDIMENT
LADEN MATERIAL & BACKFILL THE AREAS WITH STRUCTURAL FILL TO THE GRADES SHOWN ON THE
GRADING PLAN. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE SILT FENCE BENEATH
THESE AREAS AT THIS TIME AND ENSURE THE FENCING CONTINUES TO BE EFFECTIVE. THE
REMOVAL OF SEDIMENT TRAPS '3'AND W SHALL ONLY OCCUR AFTER ESC INSPECTOR APPROVAL.
NO ITEM SHALL BE REMOVED, THROUGHOUT ALL PHASES OF CONSTRUCTION, UNLESS THE
UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION.
15. ONCE ALL THE PHASE IV EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE
OPERATIONAL, AND DRAINAGE IS PROPERLY CONVEYED TO SEDIMENT CONTROL MEASURES, AND
THE ESC INSPECTOR HAS GRANTED APPROVAL, THE CONTRACTOR CAN BEGIN PHASE V OF THE
EROSION & SEDIMENT CONTROL PLAN.
16. THE CONTRACTOR SHALL ENSURE THE UPLAND WATERSHED IS STABILIZED, AND WITH
INSPECTOR APPROVAL, CONSTRUCT THE REMAINING STORM STRUCTURES AND PIPING, INSTALL
INLET PROTECTION ON THE REMAINING STRUCTURES, AND REMOVE SEDIMENTTRAPS'1','2', AND
'S'. THE REMAINING ENTRANCE AISLES AND PARKING SHALL BE CONSTRUCTED, AND THE PAD SITES
FOR BUILDINGS S AND 6 SHALL BE PROVIDED PERIMETER SUPER SILT FENCE TO CONTAIN THE
FINAL DISTURBANCE ON -SITE. ONCE THE SITE IS STABILIZED, THE CONTRACTOR SHALL CONSTRUCT
THE FINAL BUILDINGS 5 AND 6.
17. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY
SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT
BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR.
18. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY
THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER
NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
PHASE I
ST #S
0.72 acres
k
r
THE FUELING TANK SHALL BE COMPLETELY
SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM
WITH A HEAVY MIL POLYETHYLENE LINING, OR BE
PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. THE
PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL
IN THE EVENT OF A SPILL. CONTRACTOR SHALL
ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE
MAXIMUM VOLUME OF STORED FUEL.
PROPOSED 18" DIVERSION,
CONTRACTOR SHALL ENSURE D
POSITIVE SLOPE IS MAINTAINED.
BERM SHALL BE STABILIZED AS A
FIRST STEP IN DISTURBANCE.
PROPOSED CONCRETE WASHOUT
LOCATION OF FUELING AREA
PROPOSED CONTRACTOR
CRS PARKING AND STAGING AREA
` LOCATION OF 15 CY DUMPSTER
LOCATION OF PORTA-POTTIES
—CONTRACTOR SHALL INSTALL A
R/W DIVERSION ACROSS THE
CONSTRUCTION ENTRANCE
PROPOSED LIMIT
OF DISTUBANCE
EXISTING NATURAL CHANNEL AND EXISTING
CULVERT SHALL CONVEY PROPOSED
STORMWATER FROM OUTFALL TO EXISTING
STORMWATER MANAGEMENT FACILITY, WHICH
HAS BEEN DESIGNED FOR THE STORMWATER \
RUNOFF FROM THIS SITE
t
i
J:PROPOSE15
TREETPTION
ST5I
OP
"E a
rn~
ROPOSED PAVED CONSTRUCTION
ENTRANCE (12'x70' MIN.) w/ WASH
Nt)RACK & DOWN GRADIENT SEDIMENT
TRAPPING DEVICE TO TREAT FLASH
RUNOFF FRQ[yI V HICUW WASHOFF
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
NORTH POINTE APARTMENTS - SECTION 1E - PHASE A
EROSION & SEDIMENT CONTROL - PHASE I
NOT TO SCALE
p9u
HASE
ST # 5
` 0.72acres
b
—moo
THE FUELING TANK SHALL BE COMPLETELY
SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM
WITH A HEAVY MIL POLYETHYLENE LINING, OR BE
PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. THE
PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL
IN THE EVENT OF A SPILL. CONTRACTOR SHALL
ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE
MAXIMUM VOLUME OF STORED FUEL,
PROPOSED 18"DIVERSION.
CONTRACTOR SHALL ENSURE D
POSITIVE SLOPE IS MAINTAINED.
BERM SHALL BE STABILIZED AS A
FIRST STEP IN DISTURBANCE.
PROPOSED CONCRETE WASHOUT AREA—
CONTRACTOR SHALL INSTALL A
R/W DIVERSION ACROSS THE
CONSTRUCTION ENTRANCE
L u%_I
:ATION OF FUELING AREA
PROPOSED CONTRACTOR
CRS PARKING AND STAGING AREA
�LOCATION OF 15 CY DUMPSTER
/ LOCATION OF PORTA-POTTIES
EXISTING NATURAL CHANNEL AND EXISTING
i X
i
T 1 CULVERT SHALL CONVEY PROPOSED
_ - STORMWATER FROM OUTFALL TO EXISTING +r
STORMWATER MANAGEMENT FACILITY, WHICH
HAS BEEN DESIGNED FOR THE STORMWATER
RUNOFF FROM THIS SITE Ct7 b
/
t
480BW, 486TW /
472BW, 478TW /
441�
�' m
S
O
ST5 ) C~
j m
ROPOSED PAVED CONSTRUCTION
ENTRANCE (12'x7O' MIN.) w/ WASH
OP RACK & DOWN GRADIENT SEDIMENT
\ TRAPPING DEVICE TO TREAT FLASH
ss
s RUNOFF FROM VEHICUW WASHOFF
1
1
W
1
i
1
1
/
i
11
GIR WHIC SCALE
o 15 30
6
( IN FEET )`�
i 1 inch = 30 ft.AP
NORTH POINTE APARTMENTS - SECTION lE -
EROSION & SEDIMENT CONTROL - PHASE II
NOT TO SCALE
7/
OF
STz
Ln
THE FUELING TANK SHALL BE COMPLETELY
SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM
WITH A HEAVY MIL POLYETHYLENE LINING, OR BED
5` PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. THE "
a PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL
!s IN THE EVENT OF A SPILL. CONTRACTOR SHALL
ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE
MAXIMUM VOLUME OF STORED FUEL.
/ss ALLOW PIPES 9, 27, AND 25 TO CONVEY PHASE III AND IV STORM RUNOFF TO PROPOSED
SEDIMENT TRAP #5. IN PHASE V, UPON COMPLETION OF PROJECT STABILIZATION, AND
INSPECTOR APPROVAL, ST #5 SHALL BE FILLED IN, THE REMAINING STORM STRUCTURES
/ INSTALLED, AND THE ENTRANCE ROADWAY COMPLETED.
S'F
SSF/
PROPOSED CONCRETE WASHOUT AREA
�--CONTRACTOR SHALL INSTALL A
R/W DIVERSION ACROSS THE
CONSTRUCTION ENTRANCE
EXISTING NATURAL CHANNEL AND EXISTING -
CULVERT SHALL CONVEY PROPOSED
STORMWATER FROM OUTFALLTO EXISTING
STORMWATER MANAGEMENT FACILITY, WHICH
HAS BEEN DESIGNED FOR THE STORMWATER \
RUNOFF FROM THIS SITE
D CONTRACTOR
AND STAGING AREA
CArioN dF 15 CY DUMPSTER—
LOCATION OF PORTA-POTTI
wl
e asosw, aa6Tw � �
answ.a�atw ��
i r
JV
O
ms�
C)
STS Az v �~
-co
V 4
c ROPOSED PAVED CONSTRUCTION
ENTRANCE (12'x7o' MIN.) w/ WASH
OP RACK & DOWN GRADIENT SEDIMENT
\ TRAPPING DEVICE TO TREAT FLASH
RUNOFF FROM VEHICUW WASH FF w
\Ul
s c
mill
—
( III FEET )
1 inch -- 30 ft.�
NORTH POINTE APARTMENTS - SECTION lE - PHASE A
EROSION & SEDIMENT CONTROL - PHASE III
NOT TO SCALE
IIIIIIIIIiI
p W
THE FUELING TANK SHALL BE COMPLETELY
/g SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM
is WITH A HEAVY MIL POLYETHYLENE LINING, OR BE
0100 PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. THE
PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL
SS4
IN THE EVENT OF A SPILL. CONTRACTOR SHALL
ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE
sF MAXIMUM VOLUME OF STORED FUEL,
' ALLOW PIPES 9, 27, AND 25 TO CONVEY PHASE III AND IV STORM RUNOFF TO PROPOSED
i SEDIMENT TRAP #5. IN PHASE V, UPON COMPLETION OF PROJECT STABILIZATION, AND
" INSPECTOR APPROVAL, ST #5 SHALL BE FILLED IN, THE REMAINING STORM STRUCTURES
0INSTALLED, AND THE ENTRANCE ROADWAY COMPLETED.
PROPOSED CONCRETE WASHOUT AREA
ONTRACTOR SHALL INSTALL A
R/W DIVERSION ACROSS THE
CONSTRUCTION ENTRANCE
EXISTING NATURAL CHANNEL AND EXISTING
CULVERT SHALL CONVEY PROPOSED
STORMWATER FROM OUTFALL TO EXISTING
STORMWATER MANAGEMENT FACILITY, WHICH
HAS BEEN DESIGNED FOR THE STORMWATER \
RUNOFF FROM THIS SITE
q.
6 /
/ y
,m
i
486TW
478TW
1'
i
i
i
IT 7
J� 44�
mZ
C7)
4�) v
� Jm
0 4
ROPOSED PAVED CONSTRUCTION
ENTRANCE (12'x7O' MIN.) wl WASH
RACK & DOWN GRADIENT SEDIMENT
TRAPPING DEVICE TO TREAT FLASH
RUNOFF FROM VEHICUW WASH FF
GRAPHIC SCALE �
o '+I5 30 6o
( IN FEET )
1 inch = 30 ft.
NORTH POINTE APARTMENTS - SECTION 1E - PHASE A
EROSION & SEDIMENT CONTROL - PHASE IV
NOT TO SCALE
•�/ % \
;SF •%
• IP LOCATI OF FU LING AR
PR D CONT A OR
S PARKING AND STAGING AREA
iA LOCA'`11ON (�F 15 CY DUMPSTER
LOCATION OF PORTA-POTTIE
• ,
su �
ss.
ii O
:' ' / THE FUELING TANK SHALL BE COMPLETELY / Dustv'ffi9ZL
o SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM
�i WITH A HEAVY MIL POLYETHYLENE LINING, OR BE
PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. THE - Q
PROPOSED BERM OR DUMPSTER SHALL CONTAIN FUEL ,IN • '� _ —• 1y
IN THE EVENT OF A SPILL. CONTRACTOR SHALL _ -+-•— - - - 4
j 46 ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE - tp ------ ------ -- IP O
MAXIMUM VOLUME OF STORED FUEL. --- - IP
or�y
�Q_
PROPOSED CONCRETE WASHOUT AREA-------- - ---- - - - - - - - / Q
ONTRACTOR SHALL INSTALL A
R/W DIVERSION ACROSS THE RWD �` �r r ROPOSED �AVED CONSTRUCTION
CONSTRUCTION ENTRANCE ENTRANCE (22'x7o' MIN.) w/ WASH
PROPOSED RIPRAP OUTFALL TO EXISTING C LVERT DRAINING TO EXISTING STORMWATER \ RACK &DOWN GRADIENT SEDIMENT
OP MANAGEMENT FACILITY CLASS 1 RIPRAP W/GEO-FABRIC D=2', L=12', W=10' TRAPPING DEVICE TO TREAT FLASH
RUNOFF FROM VEHICULAR WASHOFF
EXISTING NATURAL CHANNEL AND EXISTING -il
C
CULVERT SHALL CONVEY PROPOSED
STORMWATER FROM OUTFALL TO EXISTING
STORMWATER MANAGEMENT FACILITY, WHICH
HAS BEEN DESIGNED FOR THE STORMWATER
RUNOFF FROM THIS SITE GRAPHIC SCALE
o o .5 70 do /
IN FEET )
I inch = 30 ft.
NORTH POINTE APARTMENTS - SECTION 1E - PHASE A
EROSION & SEDIMENT CONTROL - PHASE V
NOT TO SCALE
SECTION 4
EROSION AND SEDIMENT CONTROL PLAN
NORTH POINTE APARTMENTS
56 N.At NOr rs
5 Fi QS�
rMPe)amNromye(P'RTIDNOq
NORTH POIHTECNMLOTRBVILLELLC
NNIHYCRAULK1 .50
MHLCM ILI{VAugom
DEVELOPEN,
GWMM ESTA)EPARR&RS
>«CITLA ORNE. SCRMCNM
VA„ 3
FHGIRNM
CLITM NGMEERIXG
..FETTST, SNTEk
CMARLOTRSVILLE, VA vgw
TAXMAP:
r _PTA AAPO '..CBI'-LOI
,MR ACRES LITT 21
ZONING,
PD ME (PLANNED DEVELOPMENT MIXED COMMERCIMI-(EWCzWms98)MMLm)mwF1, COMNMNGTIE FOLUMANU
EMRANCE CORRIDOR OVERLAY ENFORCE, MANAGED N3D PRESERVED STEE➢SMESOVERIAY DISTRICT, ROCO HATARO OWRLAY
DISTRICT, AIRPORT IMPACT AREA OYERAY DISTRICT, AND WATER PROTECTOXCMNFUMCE BRAD SCHOOL.
SPECIAL USE PERMRI GP-AAi MPMM , Am SPECIAL USE PERMIT MALLOW FULL IXTHE RO MOPIAW OF FLAT BRANCH CREEK
FOR THE PRDPOSEO LEWIS AND CLANK DRIVE UMNSIOµ REOUIRING COUNTY AND L'WT APPROVAL OF THE ROADWAY AM
CONERT DESIGN. ALSO REOUIREDARE FEMAMPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION
PLAN, WECIFK LANDSCAPING REOUIREMMS AND WALL DESIGN DETAILS
SP--a AUGUST 11 WAG SPECIAL USE PERANOTO RETIXh THE PROPERFYFPOM NATO HOME PLANNED OEVELOPMEM AXED
COMMdCNLSPECIFYINGMEiYPE.OF LNNj PHALNG I.B.I.AREAS, OPEN SPA[[ GNEMWAYSANDACCESS
ANUSLAPPN�ROADWAY CONWCTOAIS AND GRADING UTMY. Arm DRAINrn AGE RESTRII
TOrMPaoEVARFA
T. REI
PROMME➢USE:
2NIV ULTFAMIT NE51DEM4LLMPRTMEMUND5
4TRONEBEDROOM WITS
(WI TVOBEDNDOM UNITS
ICSTHREFPEDR00M UNT5
RLOaISECTION WsslHanoN, LOT:, sECTIW M
IFOPoSEDDENSRY,
2% RE5 UEMML MULTMAMILYUVTR WITHIN MASSACRES
DENSITY• aWMWJM ACRES
DENST'ca)ADW
OPENSPME:
NO DEDICATED OPEN SPACE 15 REWMD WITH THIS PHASE OF ME DEVELOPMENT.NORTH POINTS INCLUDES OVERALL UPS N SPACE
FOR THE EHOME DEVELOPEE M THAT IS DEDICATED FOR PUBLIC USE FOR THE COMMUNITY.
BULLDWG HEMI
NO M NIMUM HEIGM AND6 STORIES MAXIMMAXIMUMM HERI BAY MA"EIGHT, NOTE, BUILDINGS GREGOR MAN 3 STORES MUST
STEP LACK A MINIMUM OFa5 METATTERTE 3RDSTpN OR PROVIDE A MINIMUM a MOT FROM SETBACK OR SIDE SETBACK
ADUCFMTOASTREET.
SETBACKS.
FNOW: P MIwKWM SMACK &yP MAKIMNM SETBACK
GARAGE OOOBWAYS: ffi'MNMUMSEBA[K
SIGN. 6MIN UE.SETBACKa NOMAKMIIMSETBACK
REAR: I' M"MUM SMACK D DOMAKIMUM SMACK
NOTE: TY M MAMUM SEPARATION BETWEEN BULDRAI
PRONTO FOOTPRINT:
MMMUM ALLOWMLE BUILDING FWTMINT. AMPASF BUILDING WOTPRNTS RAMGE FROM a;35e $F TO IIM SFl
MI
NO MINIMUM LOT 511E MR, M WORMUM LOT SDE
STREETS,
CLas & GLITTER FOR PRIMATE TRAVELWAYS
WATERSHED,
THE ROPE RTY IS LOCATED WIHIN THE NOMMUMER SUPPLY WATERSHED MILK OF THE NpRH FORK RNANNA FIVER, MCOSS RUN
AGRKUMPALIFORESTAL
DGTRKT NONE
TOPOGRAPHY &SURVEY:
TOPOGRAPHYMDBOUNDARYWASFELDSURYEYEDBVLIMOLNSIaRVEYNGOROBERw,X TOPUGRAPMYANDABO
CONDITIONS WERE VERIFlEDBY CIXLXS ENGINEERNG OCTOBER aeai
DATUM:
NAVDySS
EXISTNGVEGOMON:
COMPLETELYCLEMEDMVDGRADEDSRETHKMEAH MENR RMO GRAMDWITHTENFR/STRULTIBEIMPROVFAI
FORTIENEIGHWRHWD.INCLUwN CUFFSTONEWUILVMD.NBRTNSDEDRWLMD NNKANUNPLME.
�IGHIING,
LIGHTING PROPOSEDLUMIrvAMES WILLmEETTHEq)IDCCRUGHI1N65TAF0MM5PEOFlEOw5EC1N)H {.yoFTXE
ALREPLAI LOUMYZMI DRONA�NCE THE FlNLLN[W SOL PLAN WILL DE A UGHTMPLANG PTHATSHNLPL COMY WITH ME
ALIMPLAEDR
PHASN'G:
THEAPANIMEMDEVELOPMEMWR INLOT2S1 LBEOEVFLOKDWITHN(a1PIlA5 EMMTEMPROlMM6 OFMMY
PHASES OF DEVELOPMENT WOURNTHE NORMPONIE MWLOPMFM. TNGSEfTONOFTKOEVELOPMEMISPHFSEAOF
SECFIONA.LOT, AND LOT3LVITHN SERMON aE SMALL BE FUTURE PLASESOF DEALOPMM.
RECREATION:
NORECREATIONSPME5REOUIREOWTTHTMSDMLOPMM.WRTIPOlN WLUOESOWRALLWREATONMAREASAND
AMENITIES FOR THE COMMUNITY. MOWEAM, THIS DEVELOPMENT FLAN PROPOSES A CLUB MOUSE ANDFOOUAMENDY AREA THE
OVERALL CLUBHOUSE AND AMENITIES PROFOSEDWITH THIS DEVELOPMENT SNPROAMATELY»,91S5F.
PARKING,
REMENTALPARNNGUOUIREMENTS,
(ID PARKIXGSPMES PER EACN ONE BEDNWM UNIT -YRMPEUNRsav AT PARKING SPREES MOUIRM
OUWFOOS'BpEDRWMARKING pR5aS6VMRea-3u PMNITa65PMf5REOMRED
tOTI12XUMBEROFPMKX65PKF5R
TOTAL NUMBER OF PARKING SPACES PROVIDE R 676 PMKNG SPACES INCLUDING 9 VAN ACCESSIBLE AW MAMMpP SPACES)
NOTE, A,WA PARKING REWCPON 6 BONG SOCK ED WITH THIS DEVELOMEM PVW. A PARING STUCK HAS BEEN SUBMITTED
FORREYIEW.
SW SPACES REW RED-6 SPACES FROWNED= eS SPACES MR REDUCTION
45 SPACES I AR SPACED PROWDED=.g.SN PARK REDUCTION I. ad& RERESTED PANUM REDUCTION
BIIRMLSRES,
NOCEMETERIES WERE FOUND DURING FIELDINVESnwrCN OF THIS SErnaN OF THEDEVFLOPMFM.
PRESERVEDIMUCAGFDSLOPES, THEREARE"ETNGPRE%E EDANDMANA MROPESON MMKg DFTHENW MFSSHOWNONSHEETa.M
N0.WGEDSLOPESA551OWN ONTHEPLAN� AS THEY WERE ORIGINALLY PRESERVEDAOPES BUT WERE APPROVED Fq)IAPACTs
FORiXE IHsiALLATON OF THE NORTH POINR NFRASIRU(1VRE, NCLUDIX4<LIEFSTDXE BOULEVARD, XORIXSIDEDPM,AHO
THICKET RUN PV2 E. THE IMPACTS OP THE PRE SERVEDSLOPES MR THE APPROVED INFRASTRUCTURE ARM NOW SHOWN AS
ANAGED SLOPES, PER THE ALBEMARLE COUNTY ORDINANCE.
FLOODPLAIN,
THERE IS A amYR FLOODPLAIN LOCATED IN THE NORTH POINTE CEVELOPMEM PER FRAM AMP ID Swa)CBMSD. DARED F®RUMYM
I STATE DAM BREACHINUNDATION N IN ME NORTH POINTE MMMAUI E REISAD FOUR
NUNDATIDM W HE LOCATED WITXNTHEUTS
FCOODPUN OR 41MM OF THIS uJIN ACRE OEVfLO
EM ILOL
RETAINWGWALS:
RETAINING WMIS ME PROPoSM WITH THE D IL DPMENI SEE THE GRADING DRAINAGE B MUIY PLAN MELT FOR THE
PROPOSED RETNNING WALL MAN, RCTANNMT MG WATTS SMALL NOT EXCEED 6 FEET IN MEAND SMALL CIX)FDRM WW1
ALBEMARLE COUNTY STANDARDS
LANDS[APING:
STREET TREES ME PROPOSED ALONG ME NE611Bq D STREETS SURROUNDING ME FREIER AS PART OF THE APPROVED
NORTH MINIS SNBOIWSOH SECTION a ROM PLAas. ALANDSCMM PLAN MR TIES PHASE OF DEVELOPMENT AWL BE INCLUDED
WITH THE FINAL SITE PLAN. THEIAXDX PIRG PLAN SHALL BE IN MCDRDAAR WITH ALBEMARLE COUMY LAIDSCAHHG
RERWEMEMS WIIXM SECTION 3i7e OFTME TO MYCOMP.
TASHSERVKP,
ATRASH COMPACTOR 15 INCLINED WITHIN THE DEWTONttM PLAN TO Slai THE MMTMFM COMPLEX.
+TILITEA
ALBEMARLE COUNTY PATER AND SEWER
I.mPERVIMU5ARE LANDAREAS: TRAVELWAYSIVARK KWDRASXMAMA aN,W9 U.H ACRES) -lWM)
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TOTALPROPOSEDAFFORDMLEUNITY45UNTs-sEETRMKING CHURM,T)65FEET
SMANWATER MMMGEMEW: THE STORMY/&TER MR ME PROPOSEDDEVELOPMEW wIMNTx6POCK OF MONTH POINTE DMINGTO ME EMSKNG
srODMwnTENM4UGEMEW EMLmfs MSXMDraRME SErnoN, DEVELOPMENT AREA. THESE I'MIMES WERE ORSONEDTO
INCLUDETHESIONMWATER FNOMTESMICHNOFTE OEVELORWRM. THE ORSIWG FAUUWWIH TYEROCES WATER OMLTY
AND WATER OIANTIIY TOTBGTTHERUNARMOSITHE VTE SEETHE APPROVED NORTH PARNIE APIONmoN SECTOR a -NUM
PLANS MUNam6oxgal FORTEROPOSEDUMMUN OFTHESE FACLITIES
NNEGRAREFLOWCALCIMTCN:
CLASS I- FRAME TYPE CONSTNMIDN IIBC TYPEV-A1
FACTOR. vS
TOTAL GROUND FLOOR AREA =IySSa SF
TOTAL AREAS OF OTHER F LMRs=a1,DA sF
TOTAL WWNG AREA, A,NA SF
REWIRED ISOP FIRE FLOW .IWo7
NEEDED FIRE ROW MAN REDUCTION FOR AUTOMATIC SPRIMM£RS)-;OA
SECTION IBE - PHASE A
VSMP PLAN
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SECTION GE IS PART OF THE OVERALL NORTH POINTE DEVELOPMENT
WHICH OBTAINED A 20o5 VSMP GENERAL PERMIT AND REISSUANCE OF
A 2014 VSMP GENERAL PERMIT. AS SUCH THIS PLAN HAS BEEN
DESIGNED USING PART IIC TECHNICAL CRITERIA OF THE VSMP
R EG U LATI DNS. IN ADDITION, FUTURE SECTIONS OF THE NORTH POINTE
DEVELOPMENT SHALL BE DESIGNED UTILIZING THE PART IIC TECHNICAL
CRITERIA OF THE VSMP REGULATIONS AS LONG AS VSMP PERMIT
(VARLoCBo6) REMAINS IN EFFECT, WHICH IF REISSUANCE IS PERFORMED
INCLUDES UP TO TWO S YEAR PERMIT CYCLES AND AS PER THE EMAIL
CONFIRMATION FROM 10HN ANDERSONIALBEMARLE COUNTY
ECONOMIC DEVELOPMENT DATED NOVEMBER 22, 2025.
To _ SITE
JWN
VTCTNTTY MAP
SCALE: I' = 2000'
Sheet List Table
Sheet NDMber
Sheet Tale
COVER
PROFFERS
3
PROFFERS
6
SPECNLUSEPERMrS
5
IXNIMGCONOOHINS
6
EROSION&SEDIMENTCONTROLNOTES
EROSION&SEDIMEWCONMOLPLANPHASEI
B
EROSION& SEDIMENT CONTROL PLAN PHASE
9
EROSION& SEDIMENT CONTROL PUN PHASE II
RD
EROSION& SEDIMENT CONTROL PLAN PHASE IV
EROSION& SEDIMENT CONTROL PLAN PHASE
ERO UON&SEDIMENT CONTROL ULCUUTIONS
a3
STORMWATERMANAGEMENTCOM31-IMMNALYSS
53 TOTAE SHEETS
LEGEND
E02 LY PAY£Al£NT
CIABO
0
PROPOSED ASPHALT PAVEMENT
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Q
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TOOT 5MMMRD STOP LGN
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0
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PIlCP0520 4',T,"AG WPJIDRALL
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0. 1W M: FLLTWPLAW
BUILDING CODE NOTES:
L. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE
INSTALLED IN ACCORDANCE WITH KC ANSI ALL7.La9 AND THE ZEK5 VIRGINIA
CONSTRUCTION CODE.
Z. ALL WATERLINES, SEWER LINES, AND FIRE ONES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE
PUBLICSEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR
HORIZONTAL BRANCH SERVING SUCH FI)C1`URES. PLUMBING III HAVING
FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGHA
BACKWATER VALVE
A. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
ADTRATE
AM MEAN a.
UNPEAK RAT -
APPROVALS I DATE
DEPARTMENT OF COMBIUNIfY DBNEI.WMhNT
PLANNER20NM0
ENGINEER
INSPECTIONS
ARM,
DEPARTNIENT OF FIRE RE.SCHfi
ALBEMARLE COUNTY SALWCE AUTHORITY
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F �O\\" 1 I 3. RIWYR TNT, BUTN FLOOONI PoRL=OF TXEER SUNE7
GRAPHIC SCALE DEVELOPMENT, WrNOFL00D%AP I510030DON THE SUWECf
\L I F PARCEL PE0. IMARERA OOM AINPRO OS D SIDH THE F 0. NO
F SCEIRE MIN FFER S ARE PROPOSED NI THE PROJECR.
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UB KR�OMOFVtRD / \ ^� Iwmcm p 3. REFIESTIG INNDVERIF WORK.TNE COE RARCITOR AND
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CONTRACTOR SHALL SUMAY A SWP(ryEUTARY SRARM CONTROL I. N RK INNER fM
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WITH A HEAVY MIL POLYETHYLENE LINING, OR BE
/
PLACED IN AN IMPERVIOUS ORN40P DEMPSTER. THE
/
PROPOSED BERM OR WMPSTER SHALL CONTAIN FUEL
/
IN THE EVENT OF A SPILL. CONTRACTOR SHALL
ENSURE VOLUME CAPACITY IS ID% LARGER THAN THE
MAXIMUM VOLUME OF SIDING FUEL.
PROPOSED 18- DIVERSION.
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/
- /
POSITIVE SLOPE IS MAINTAINED. -
/
BERM SHALL BE STABILIZED AS A
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-
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PROPOSED TREE
PROTECTS
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OF DISTURBANCE
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i APPRWA4 KFUMETER SUPER SILT PENCE SHALL BE INSTALLED AROUND THE PAD FOR % b SpAANIHG AND STKaIXG AREA J Q 9
BUILDINGS 5AND 6. PIPE 17 SMALL BE OPENED, AND THE TEMPORARY PIPE AND % Q gI f1F 15 CY WMPSTER Z J z •d•I E
I SEDIMENT TRAP 2 SMALL BE REMOVED. ONCE SEDIMENT TRAP 2 I5 REMOVED THE FINAL ` fP LOGTIONDPPoRTA-PoTTIE
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OR, 53 PIPE h- W W
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INV, N, 491,y2 / PLACEDIN pNIMPERVI0USOPEN-TOPDUMPSTER.IME _ Q'� I_ L/) °
p INV. OUT. 496.00 / PROPoSEDBERM OR DUMP5IER SHALL CONTAIN FUEL __ .—.-- j Q E
IN THE EVENT OF A SPILL. CONDUCTOR SHALL —
ENSURE VOLUMES CAPACITY IS 10%WINGER TMANT E - - Jp N Z Q 5
IP MAXIMUM VOLUME OFSTEHEED FUEL. a., mti F z
ALLOW PIPES 9,27, AND 25 TO CONVEY PHASE III AND IV STORM RUNOFF TOPMEARSED / WO= Z W a
- SEDIMENT TRAP*S. IN PHASEV UPON COMPLETION OF PROJECT STAOILULAIRON, AND \ __ $� �� W Q
--- - INSPECTOR APPROVAL, ST Y55HALL BE R EDIN THERfMAININGSTORNSTRURURES \ ti0V ^a W i
e.>r // - IN4ALLFD, ANDTHE ENTRANCE ROADWAY CIXAPIFFO. O u
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ONTIVROR RIW SIONSMALL SS THE
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UT
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STORMWATER ROM OUTFALL TO EXISTING - 1
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✓ / SLOPE MIX WITH
NNUALa511ALLBE PLANTED WITHANATIVE
PROPOSED CONTRACTOR
BDIVERSION. Y . 'LOPE RIX"ONSEDSATRRATA55BYERNST SPAS
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BACKING
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55 Tp PROPOSED LIMIT
BERM FIRST
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Fl0.5T STEP IN DISTDRBANCE. / / REO LINE BLANRR IARTTRIGIN ACCORDANCE YNTHTHEVESCH 8
/r_ +._ C SM. B SHC 13C SLOPES SHALL NOT EXCEED a:L AS SHOWT1 zH[9rvo €
DRIVE
� � � �� / _ I PUBLIC HGWA f
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LIMB -- No 036
Of piSTUBANCE
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APPROVA4 PERIMETER SUPER SILT PENCE SNALL BE INSTALLED AROUND THE PAD FOR
BUILDINGS 5 AND 6.PUN: O SMALL BE OPENED, AND THE TEMPORARY PIPEANO
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�INV/ IN 49712 / PLACED IN AN IMPERVIOUS OPEN -TOP DUMPSTER. NE' '• ,�� � � In
PROOSED BERM OR WMPSIWE SHALL CLAM FUEL
P INV OUT 4960 _ b R/� E
IN THEEVENTOFASPILL.CONIBACIDRSMALL- / U'
EnsuRE VOLumECAPACm ISLo°cuRG7CRED FTHE - Jp N Q Z 5
IP / MP%IMUM VOLUME OP ST$ZREp FURL'. m= F (1 ¢ u
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i $EDIMEM TRAP 05. IN PHASE V, UPON COMPLETION OF PROJECT STABILllAnON, AND $at W C) `z
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------
INROAD Ii DIVERSIOR
CONTRACTOR SHALL ENSURE
/ 5 POSITIVE SLOPE IS MNMNNED. RIDPoSED SILT FENCE FROPoSFD TREE
BERM SHALL BE STABILIZED AS A WITH WIRE BACKING SS R,pTECTIDN Tp Ra0W5ED LIMIT
FIRST STEP IN DISTURBANCE. DF DISNBANCE J
INSPEROR APPROVAL, ST YS SHALL BE ED, A IN THE REMAINING ROADWAY
ST COMPLETE
S \ 10 V ^, W i
INSTALLED, BE RULED
DIN,ND HE THEREMANCEINI GSCOUNYCIXUCTUR . \ 5F5 4N Lu In LL
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OP !py
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CULVERRON OUTONVEY PROPOSED % Z 9
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HASPFENDE$(GNEDfORTXESTORMWATER w e
RUNOFHI F FROM TSSITE GRAPHIC SCALE u k
E
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IN FE,r) 182150 I inch - n.
✓'i, l SLOPE55TEEPER THAN3:aSHALLBE PLANTED WITH A NATIVE
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CONSERVATION SEEDSAT ARATEOF(OLB5. PER ACRE, OR. 1^-30 6
LB.PER LAP 0, UNLESS OTHERWISE SPECIFIED. TEESEAREAS
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4
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\ PROPOEEO BERM OR WMPSRR SHALLCON(AIN FUEL •_ Q N � E
TO cmZ2 ' INTME EVEM OFA SPILL. CONTRACTOR WILL _ - 4 Z
VOWME[APACIIYIS I 0%LARGER THAN THE `P•_ -- o` Q a 6
`'•' -_H_ fUy MA%IMUMVOLUME OF SnLREQ NEL. - UP, f, F
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T�2 00 PROPOSED RIP0.APOUTFALL TO E%ISTINGC vERT DRAINING TO EXISTING STORAIWATER RACRBDOWNGRADIENT SEdMENT
\ G1 O OP I \ - - TRAPPING DEVICE TO TREAT FLASH
N MANAGEMENT FACILITY CLA551 RIPRAP W/GEOFABRIC 0=2%L-12', W10' -
_ _ UNQFEiR9ylyfMlCU{09 WASHgfF -
EXISTING NATURAL CHANNEL AND EXISTING 1// / O O
CULVERT SHALL CONVEY PROPOSED / N
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° CONSERVATION SEEDSAT ARATEOF BY LBS, PER ACRE, OR
PROPOSED SILT FENCE FROPOSEDTREE ..�"'" - /�° DUPER 4�sf, UNLES50THERWISE SPECIFIED. THESEAREAS 6
55 TIP FROPoSED LIMIT
WITH
WIRE BACKING PROTECTION Of DISTU8ANLE \ f: AEGUIREHEDONTHRSHEETKITNA'BANCE OLAND ALSO EEi S
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SECTION 5
STORMWATER MANAGEMENT PLAN
INFORMATION FROM WPO-2016 00035 POST -DEVELOPMENT CONDITION FOR
-7 7
r_ I
+ I
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Q r DA TO` .SEC
\• j �D�P I / (PROPOSED LAYOUT) '\' - . - Y%4YP 7 " � ' E o
• ��, IIIIII IIII/Illlu,� v, \
1: � •rl 1 I r� I I I r I I • 0 ° 'a
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�\ / APPADVEu C� - ^ %ii 'r, _ a -_ "l ! <fr I I GRAPFIIC SCALE � W QAREAS IT I
`
APPROVEOIMrNPakILe RAmmrIBW%O°mPWrl -AmByaYPRMIONSW I "� 1 S% 1' 1 1�' ''/
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mAss4 3s n PROPOSED SECTION iE STORMWATER MANAGEMENT COMPLIANCE ANALYSIS ( I W Q
mASSS 3M a NOeM PWMeApvMeMi-Se[lien1F, PM1asePbtf°verage F-
mA46 aG la THE STORMWATER RUNOFF FROM THIS PROPOSED SECTION iE BLOCK OF NORTH ED O
dl nb 10.BBaveparml bpuntlary _ pgNTE DRAMS TO AN EXISTING, APPROVED STORMWATER MANAGEMENT
84v 3W B _ sI acres S°I'Brut POINTSRETENTDRAWS
SIN TO ANE ITIBMPPPROVED ED STOYTOWNE MANAGEMENT
SWM F•-4
Obx LW .I Im°erm°us Ar¢as FACRRY MARI WAS DESIGNED TO INCLUDE THE STORMWATER GENERATED BY
BA.3 4m M Trav0—,/Panln'LTrash/Maori 1'/1R 3.95 36% THISPROPOSEDSECTIONADEVELOPMENT.THEAPPROVEDBMP3RETENTION p Ix
o
.4 131 M 5ltlewal Ns 18ON 0% 4% BASIN II FACILITY PROVIDES BOTH WATER QUALITY AND WATER CLARITY .� 8
TREATMENT OF THE RUNOFF FROM THE SECTION SE SITE.
Re,d-llol BuiMings 97 863 325 21% F
APPU SIIEAPLA• Fan ACA6 Clubhouse/Pool 14.— 151 sw THE SECTION A SITE BOUNDARY AND RUNOFF IS COMPLETELY CONTAINED WITHIN
Irw• 43N r°lal IF Imp —ell— 323.359 _IQ _ w THE APPROVED DRAINAGE AREA IDM3I BOUNDARY AND CONVEYED TO BMPq. DA3 CD O y'
Pervious Areas WAS APPROVED FOR 4m35 ACRES AT5,% IMPERVIOUS AREA, OR av55 ACRES N
lot Area/Open apace ]50,9Y 3.n6 3YS IMPERVRUS ARFA. THE PROPOSED FINALIMPERNOUSHREA CALCULATON FOR Z 5
--. DA-3TOINCLUMHN LBUIIWOU SEC Nt ANOTHEEWSTINGTOWNES •
ENGINEERING IMPROVEMENTS ARE 2o. ACRES, OR 49% IMPERVIOUS, WHICH IS B
W ITHIN T HE APPROV ED IMPERV IC US AREA I3MIT.
SWM/RMP3T°tallmpervlWSARa G E
<O.Jla MPITnage area10MP3) METHEAPPROVEONORTHMI SUBOMMONaOnNi-ROADPLANS .. C
(SUBy°fbq ,)FOR THE PROPOSED DESIGN OF THE STORMWATER CONVEYANCE g
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SECTION 6
POLLUTION PREVENTION PLAN
POLLUTION PREVENTION PLAN
A. PERSON RESPONSIBLE FOR POLLUTION PREVENTION PRACTICES
The qualified personnel, contractor listed below, will be responsible for the implementation and
maintenance of the pollutant control measures. This may include delegating this responsibility
to other contractors as they become involved with the project and begin the anticipated
pollutant generating activity. They are required to hold weekly toolbox meetings to review the
pollution prevention plan with their team.
COMPANY NAME: NORTH POINTE CHARLOTTESVILLE, LLC
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
QAULIFIED INSPECTOR/CONTRACTOR
COMPANY NAME:
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
QAULIFIED SUBCONTRACTOR/CONSTRUCTION MANAGER
COMPANY NAME:
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
B. POLLUTION PREVENTION AWARENESS
DEC's Office of Pollution Prevention hosts numerous programs and initiatives that serve as a
conduit for non -regulatory assistance to businesses and communities. The contractor will ensure
that their team is trained and knowledgably aware of all measures in this document before
construction begins. Contractor shall conduct a "walk through" of the site with their team
identifying areas of possible pollution and discussing how they will implement the prevention
practices outlined in this report and shown on the plans. They are required to hold weekly
toolbox meetings with their team to review the pollution prevention plan and give any updates
on changes through the construction phase.
C. SPILL PREVENTION AND RESPONSES
The first priority is to protect all people, secondly protect the equipment and property, and
lastly protect the environment. The contractor shall regularly check the equipment on site and
any pollutants shall be stored properly to prevent spills. Spills will be immediately and promptly
cleaned up by the contractor. Most spills can be cleaned up following manufacturer
specifications. Absorbent/oil dry, sealable containers, plastic bags, and shovels/brooms are
suggested minimum spill response items that should be available at this location. The following
steps shall be taken in the case of a spill:
1. Check for hazards (flammable material, noxious fumes, cause of spill) — if flammable liquid,
turn off engines and nearby electrical equipment. If serious hazards are present leave the
area and call 911. Large spills are likely to present a hazard.
2. Make sure the spill area is safe to enter and that it does not pose an immediate threat to
health or safety of any person.
3. Stop the spill source (most spills can be cleaned up following manufacturer specifications —
absorbent/oil dry, sealable containers, plastic bags, and shovels/brooms are suggested
minimum spill response items)
4. Call co-workers and supervisor for assistance and to make them aware of the spill and
potential dangers.
5. If possible, stop spill from entering drains (use absorbent or other material if necessary).
6. Stop spill from spreading (use absorbent or other material if necessary).
7. If spilled material has entered a storm sewer; contact locality's storm water department.
8. Clean up spilled material according to manufacturer specifications, for liquid spills use
absorbent materials and do not flush area with water.
9. Properly dispose of cleaning materials and used absorbent material according to
manufacturer specifications.
The following agency should be considered for notification in the case of a spill:
Albemarle County Fire Rescue: 434-296-5833
Albemarle County Police Department: 434-296-5807
Virginia Department of Health: 434-972-6259
Virginia Department of Conservation & Recreation: 1-804-786-2094
Virginia Department of Environmental Quality: 1-540-574-7824
Virginia Department of Emergency Services: 1-800-468-8892
D. POTENTIAL SOURCES OF POLLUTANTS AND POLLUTION PREVENTION PRACTICES
POLLUTANTS
m
v_
POLLUTANT GENERATING
a
u
d
N
O
CA
G
d
POLLUTION
ACTIVITY
m
v
c
=
Cd
N
>
=
v
PREVENTION
Y
N
d
y�
N
A
'd
•O
PRACTICE
N
E
C
i
9
L
N
G
•O
+'
2
R
=
a
N
a
O
tJ
m
R
F
Ld
O
✓
Clearing, grading, excavating,
X
X
1
and unstabilized areas
✓
Paving operations
X
X
X
2
✓
Concrete washout and
X
X
X
3
cement waste
✓
Structure construction,
X
X
X
X
4
stucco, painting, and cleaning
✓
Dewatering operations
X
X
X
5
✓
Material delivery and storage
X
X
X
X
X
X
X
6
✓
Material use during building
X
X
X
X
X
X
7
process
✓
Solid waste disposal
X
X
8
✓
Sanitary waste
X
X
X
9
✓
Landscaping operations
X
X
X
X
X
10
Other:
11
❑
❑
❑
❑
❑
❑
❑
❑
❑
Minimize the exposure of building materials, building products, construction wastes, trash,
landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other
materials present on the site to precipitation and to stormwater. These items shall be
contained while on site in the designated washout area shown on the plans and covered at
the end of each workday and before precipitation events.
Pollution Prevention Practices:
(1) Clearing, grading, excavating and un-stabilized areas — Utilize erosion and sediment controls to
prevent sediment laden or turbid runoff from leaving the construction site. Dispose of clearing
debris at acceptable disposal sites. Apply permanent or temporary stabilization, sodding and/or
mulching to denuded areas in accordance with the erosion and sediment control specifications
and the general VPDES permit for discharges of stormwater from construction activities.
(2) Paving operations — Cover storm drain inlets during paving operations and utilize pollution
prevention materials such as drip pans and absorbent/oil dry for all paving machines to limit leaks
and spills of paving materials and fluids.
(3) Concrete washout and cement waste — Direct concrete wash water into a leak -proof container or
leak -proof settling basin that is 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. Washout areas shall be placed in an
area that isn't susceptible to stormwater runoff and shall be covered at the end of each workday
and before any rain events.
(4) Structure construction, stucco, painting, and cleaning — Enclose, cover or berm building material
storage areas if susceptible to contaminated stormwater runoff. Conduct painting operations
consistent with local air quality and OSHA regulations. Mix paint indoors, in a containment area or
in a flat unpaved area. 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 by doing so in a contained area and collecting the discharged pollutants in a leak proof
container that can be disposed of in the dumpster on site. Equipment and other tools may be
washed in the concrete washout area.
(S) Dewatering operations — Construction site dewatering from building footings or other sources
may not be discharged without treatment. Sediment laden or turbid water shall be filtered,
settled, or similarly treated prior to discharge.
(6) Material delivery and storage — Designate areas of the construction site for material delivery and
storage. Place near construction entrances, away from waterways, and avoid transport near
drainage paths or waterways.
(7) Material use during building process — Use materials only where and when needed to complete
the construction activity. Follow manufacturer's instructions regarding uses, protective
equipment, ventilation, flammability and mixing of chemicals.
(8) Solid waste disposal — Designate a waste collection area on the construction site that does not
receive a substantial amount of runoff from upland areas and does not drain directly to a
waterway. Ensure that containers have lids so they can be covered at the end of each day and
during periods of rain and keep containers in a covered area whenever possible. Schedule waste
collection to prevent the containers from overfilling.
(9) Sanitary waste — Prevent the discharge of sanitary waste by providing convenient and well -
maintained portable sanitary facilities. Locate sanitary facilities in a convenient location away
from waterways.
(10) Landscaping operations — Maintain as much existing vegetation as practicable. Apply permanent
or temporary stabilization, sodding and/or mulching to denuded areas in accordance with the
erosion and sediment control specifications and the general VPDES permit for discharges of
stormwater from construction activities. Apply nutrients in accordance with manufacturers
recommendations and not during rainfall events.
(11) Others—
E. AUTHORIZED NON-STORMWATER DISCHARGES
Non-Stormwater Discharge
Location on Site
✓
Discharges from firefighting activities
Designated area shown on
plan
✓
Fire hydrant flushings
Fire hydrants shown on plan
Washing vehicles or equipment (soaps, solvents, or
✓
detergents have not been used and the wash water has been
Wash waters shown on plan
filtered, settled, or similarly treated prior to discharge)
✓
Dust Control (wash water has been filtered, settled, or
Dust control shown on plan
similarly treated prior to discharge)
✓
Potable water sources, including uncontaminated waterline
Water sources shown on
flushings
plan
External building wash down (soaps, solvents, or detergents
✓
have not been used and the wash water has been filtered,
Designated area shown on
settled, or similarly treated prior to discharge)
plan
Pavement washings (where spills or leaks of toxic or
✓
hazardous materials have not occurred; soaps, solvents, or
Wash waters shown on plan
detergents have not been used and the wash water has been
filtered, settled, or similarly treated prior to discharge)
✓
Uncontaminated air conditioning or compressor condensate
Designated area shown on
plan
✓
Uncontaminated ground water or spring water
Designated area shown on
plan
✓
Foundation or footing drains (where flows are not
Designated area shown on
contaminated with process materials such as solvents)
plan
Uncontaminated excavation dewatering (including
✓
dewatering of trenches and excavations that have been
Designated area shown on
filtered, settled, or similarly treated prior to discharge)
plan
✓
Landscape irrigation
Landscape areas shown onplan
All non-stormwater discharges as stated in CGP I E. 1 through 12 are the only non-stormwater
discharges allowed by the construction general permit. With the exception of flows from
firefighting activities, allowable sources of non-stormwater discharges must be identified in
the SWPPP. Appropriate measures must be taken to ensure that pollution prevention
measures for the non-stormwater component of the discharge are implemented.
SECTION 7
IMPAIRED WATERS
IMPAIRED WATERS
Name(s) of Receiving Waterbody: NORTH FORK RIVANNA RIVER - JACOBS RUN
Hydrologic Unit Code (HUC): JR11
Waterbody Condition: IMPAIRED
If the site discharges to an impaired waterbody then the construction activity operator and
contractors shall comply with CGP II A.5.b. and provide clear direction that:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within 7
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.
3. A modified inspection schedule shall be implemented in accordance with CGP II G2.a.
A Glossary $ Data 0 About Mw intact Us
How's My Waterway?
Informing the conversation about your waters.
Waterbody Report
. Rivanna River North Fork
Assessment Unit ID: VAV-H27R RRN01B10
Waterbody Condition: Impaired
Existing Plans for Restoration: Yes
e303(d) Listed: No
Year Reported: 2020
Organization Name (ID): Virginia (21VASWCB)
What type of water is this?
River (3.98 Miles)
Where is this water located?
North Fork Rivanna River from the RWSA NF Rivanna River Public Water Intake downstream to its confluence with the Preddy Creek.
M
ikm
1mi
MUWINKII N,Ejri.HERE,Garin, SaleGreph, GocTechnologtes, Inc, METI/NASA, USGS, EPA, NPS, USDA
Assessment Information from 2020
What is this water used for
Collapse All P
Aquatic Life Good v
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
Other Characteristics Observed
• Benthic Macroinvertebrates Bioassessments
Fish Consumption Na RssoS r
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated for this use.
Recreation Impaired V
Impairments Evaluated
Impairment Plan in Place
Escherichia Coll (E. co(i) Yes
Other Parameters Evaluated
No other parameters evaluated for this use.
Wildlife Good v
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated for this use.
Probable sources contributing to impairment from 2020:
Source Confirmed
Non -Point Source No
Wildlife Other Than Waterfowl No
Plans to Restore Water Quality
What plans are in place to protect or restore water quality?
Links below open in a new browsertab.
Plan Impairments Type Date
North Fork Rivanna River Escherichla Coll(E. call) TMDL 2008-12-29
A Glossary $ Data 0 About Mw intact Us
How's My Waterway?
Informing the conversation about your waters.
Waterbody Report
- Flat Branch
Assessment Unit ID: VAV-H27R_FLS01A08
Waterbody Condition: Condition Unknown
Existing Plans for Restoration: No
e303(d) Listed: No
Year Reported: 2020
Organization Name (ID): Virginia (21VASWCB)
What type of water is this?
River (1.86 Miles)
Where is this water located?
Flat Branch from the headwaters downstream to the confluence with the North Fork Rivanna River.
xxm
lmi Nollyme d
MU Facilities, VGIN, Esn, HERE, Garin, Sale imph,
Assessment Information from 2020
What is this water used for
Collapse All o
Aquatic Life Not Assessed r
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated forthis use.
Fish Consumption Not Assessed
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated for this use.
Recreation
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated for this use.
Wildlife
Impairments Evaluated
No impairments evaluated for this use.
Other Parameters Evaluated
No other parameters evaluated for this use.
Probable sources contributing to impairment from 2020:
No probable sources of impairment identified for this waterbody.
Plans to Restore Water Quality
What plans are in place to protect or restore water quality?
No plans specified for this waterbody.
Not Assessed V
Not Assessed V
SECTION 8
QUALIFIED PERSONNEL
QUALIFIED PERSONNEL
THE FOLLOWING PERSONNEL ARE RESPONSIBLE FOR IMPLEMENTING THE POLLUTION
PREVENTION PLAN AND PERFORMING WEEKLY TOOBOX MEETINGS AND INSPECTIONS ON THE
PROJECT SITE:
CONSTRUCTION ACTIVITY OPERATOR
COMPANY NAME: NORTH POINTE CHARLOTTESVILLE, LLC
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
QAULIFIED INSPECTOR/CONTRACTOR
COMPANY NAME:
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
QAULIFIED SUBCONTRACTOR/CONSTRUCTION MANAGER
COMPANY NAME:
CONTACT NAME:
QUALIFICATION:
PHONE NUMBER:
EMAIL:
SECTION 9
CERTIFICATION
CERTIFICATION
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering
the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fine and imprisonment for knowing violations."
OPERATOR NAME:
COMPANY: NORTH POINTE CHARLOTTESVILLE, LLC
TITLE:
SIGNATURE:
DATE: 6/6/22
SECTION 10
DELEGATION OF AUTHORITY
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
NORTH POINTE APARTMENTS
construction site. The designee is authorized
to sign any reports, stormwater pollution prevention plans and all other documents required by
the permit.
(name of person or position)
(company)
(address)
(city, state, zip)
(phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation
as set forth in the Construction General Permit (CGP), and that the designee above meets the
definition of a "duly authorized representative".
OPERATOR NAME:
COMPANY: NORTH POINTE CHARLOTTESVILLE, LLC
TITLE:
SIGNATURE:
DATE: 6/6/22
APPENDIX A
DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL PERMIT
n
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
PART
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
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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 II I K.
PART II
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:
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(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;
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(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;
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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
Page 10 of 26
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:
Page 11 of 26
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.
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
amendments, modifications, and updates from
termination of general permit coverage as specified
implement the SWPPP and subsequent
commencement of land disturbance until
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 II 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
Page 14 of 26
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;
Page 15 of 26
(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 follovring 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;
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
(1VAC30-45 or 1VAC30-46).
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.
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
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.
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
8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present
discharge or any future discharges not authorized by this general permit.
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 1 2. 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;
Page 21 of 26
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.
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 12.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working
hours, leaving a recorded message shall fulfill the immediate reporting requirement. For
emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone
service at 1-800-468-8892.
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 111 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.
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.
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.
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.
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 I II 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.
2. 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.
APPENDIX B
INSPECTION REPORT
INSPECTION REPORT:
PROJECT NAME:
Ff rPU ] Adis] 0 Y L• T4l 19
Inspector Name:
Time of Inspection:
Last Rain Event:
Rainfall Amount:
Summary
of Inspection (See back of this sheet for checklist):
•
Location of Prohibited Discharges:
•
E&S or Pollution Prevent Measures that require maintenance:
•
Failed Control Measures (E&S or Pollution Prevention):
•
Locations where the approved plans were not implemented properly:
•
Corrective Actions Required:
•
Outstanding Items if present from last inspection:
Inspector Signature
Operator Signature
Date
Date
"If this report does not identify any incidents of non-compliance, I certify that the construction activity is in compliance
with the SWPPP and Construction General Permit."
Inspections shall be completed at least once every four business days; or at least once every 5 business days and no later
than 48 hours following a measurable storm event. In the event that a measurable storm event occurs when there are
more than 48 hours between business days, the inspection shall be conducted on the next business day. Representative
inspections used by utility line installation, pipeline construction, or other similar linear construction activities shall
inspect all outfalls discharging to exceptional water.
• Inspect proper installation, maintenance needs, and effectiveness of:
Perimeter controls (silt fence, tree protection, etc.)
Soil stockpiles and borrow areas
Completed earthen structures (dams, dikes, ditches, diversions, etc.)
Cut and fill slopes
Measures installed to control sediment discharge from stormwater (sediment basins, traps, or barriers, etc.)
Measures installed to convey concentrated runoff (channels, flumes, slope drain structures, storm inlets,
construction vehicle access routes, etc.)
• Areas at final grade or to remain dormant for more than 14 days:
_ Initiate stabilization activities
Complete stabilization activities within 7 days of stopping work
• Evidence that ESCP has not been properly implemented:
Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that have not been
filtered, settled, or similarly treated prior to discharge, or evidence thereof;
Sediment laden or turbid flows of stormwater that have not been filtered or settled to remove sediments
prior to discharge;
Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins that discharge to
surface waters. Inlets and catch basins with failing sediments controls due to improper installation, lack of
maintenance, or inadequate design are considered unprotected;
Sediment deposition on any property (including public and private streets) outside of the construction activity
covered by this general permit;
Required stabilization has not been initiated or completed on portions of the site;
Sediment basins without adequate wet or dry storage volume or sediment basins that allow the discharge of
stormwater from below the surface of the wet storage portion of the basin;
Sediment traps without adequate wet or dry storage or sediment traps that allow the discharge of
stormwater from below the surface of the wet storage portion of the trap; and
Land disturbance outside of the approved area to be disturbed
• Pollutant generating activities from Pollution Prevention Plan:
Proper implementation, maintenance, and effectiveness of the procedures and practices
• Describe discharges at time of inspection:
• Record land -disturbing activities outside approved ESCP:
0 Identify any pollutant generating activity or evidence of discharge not identified in the pollution prevention plan:
APPENDIX C
CORRECTIVE ACTION FORM
CORRECTIVE ACTION FORM:
SECTION A — INITIAL REPORT (CGP PART 5.4.1)
(Complete this section within 24 hours of identifying the condition that triggered corrective action)
Project Name:
NPDES ID No:
Today's Date:
Date Problem First Discovered:
Time Problem First Discovered:
Name and Contact:
What site conditions triggered the requirements to conduct corrective action:
❑ A stormwater control needs repair or replacement (beyond routine maintenance required under Part 2.1.4)
❑ A stormwater control necessary to comply with the requirements of this permit was never installed or installed incorrectly
❑ A discharge is causing an exceedance of applicable water quality standards
❑ A Part 1.3 prohibited discharge has occurred
❑ EPA requires correction action as a result of permit violations found during an EPA inspection carried out under Part 4.8
Provide a description of the problem:
Deadline for completing corrective action:
❑ Immediately take all reasonable steps to address the condition, including cleaning up any contaminated surfaces so the
material will not discharge in subsequent storm events
❑ Complete by close of the next business day when problem does not require a new or replacement control or significant
repair
❑ No later than 7 calendar days from the time of discovery for problems that require a new or replacement control or
significant repair
❑ Infeasible to complete the installation or repair within 7 calendar days.
Why is it infeasible and document schedule for installing control:
Date of corrective action completion:
SECTION B —CORRECTIVE ACTION COMPLETION (CGP PART 5.4.2)
(Complete this section no later than 24 hours after completing the corrective action)
Cause of Problem
Date Detected
How You Determined the Cause
1
2
Stormwater Control Modification
Needed to Correct Problem
Date of
Completion
How You Implemented the Modification
1
2
SECTION C—SIGNATURE AND CERTIFICATION (CGP PART 5.4.3)
CONTRACTOR OR SUBCONTRACTOR ON SITE
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information
submitted. Based on my inquiry of the person or person 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
have no personal knowledge that the information submitted is other than true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
Signature of Contractor or Subcontractor:
Printed Name and Affiliation:
Date:
CONSTRUCTION ACTIVITY OPERATOR
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information
submitted. Based on my inquiry of the person or person 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
have no personal knowledge that the information submitted is other than true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
Signature of Operator or "Duly Authorized Representative":
Printed Name and Affiliation: Date:
APPENDIX D
POLLUTION PREVENTION TOOLBOX MEETING LOG
POLLUTION PREVENTION TOOLBOX MEETING:
PROJECT NAME:
PROJECT LOCATION:
DATE:
SWPPP CONTACT:
ATTENDEES:
MEETING NOTES:
APPENDIX E
GRADING AND STABILIZATION LOG
GRADING AND STABILIZATION ACTIVITIES LOG:
PROJECT NAME:
SWPPP CONTACT:
DATE
DATE GRADING
DATE WHEN
GRADING
ACTIVITY
DESCRIPTION OF GRADING ACTIVITY
ACTIVITY CEASED
(TEMPORARYLYOR
STABILIZATION
MEASURES ARE
DESCRIPTION OF STABILIZATION MEASURES
AND LOCATION
INITIATED
PERMANENTLY)
INITIATED
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE":
PRINTED NAME AND AFFLIATION: DATE:
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE":
PRINTED NAME AND AFFLIATION: DATE:
DATE
DATE GRADING
DATE WHEN
GRADING
ACTIVITY
DESCRIPTION OF GRADING ACTIVITY
ACTIVITY CEASED
(TEMPORARYLYOR
STABILIZATION
MEASURES ARE
DESCRIPTION OF STABILIZATION MEASURES
AND LOCATION
INITIATED
PERMANENTLY)
INITIATED
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE": _
PRINTED NAME AND AFFLIATION: DATE:
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE":
PRINTED NAME AND AFFLIATION: DATE:
DATE
DATE GRADING
DATE WHEN
GRADING
ACTIVITY
DESCRIPTION OF GRADING ACTIVITY
ACTIVITY CEASED
(TEMPORARYLYOR
STABILIZATION
MEASURES ARE
DESCRIPTION OF STABILIZATION MEASURES
AND LOCATION
INITIATED
PERMANENTLY)
INITIATED
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE": _
PRINTED NAME AND AFFLIATION: DATE:
SIGNATURE OF CONTRACTOR/SUBCONTRACTOR OR "DULY AUTHORIZED REPRESENTATIVE":
PRINTED NAME AND AFFLIATION: DATE:
APPENDIX F
AMENDMENT LOG
AMENDMENT LOG:
PROJECT NAME:
SWPPP CONTACT:
AMENDMENT
NO.
DESCRIPTION OF THE AMENDMENT
DATE OF
AMENDMENT
AMENDMENT PREPARED BY
[NAME(S) AND TITLE]
AMENDMENT
NO.
DESCRIPTION OF THE AMENDMENT
DATE OF
AMENDMENT
AMENDMENT PREPARED BY
[NAME(S)AND TITLE]