HomeMy WebLinkAboutWPO202000038 VSMP - SWPPP 2021-07-28ALBEMARLE COUNTY
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
FOR CONSTRUCTION ACTIVITIES AT:
SLEEP NUMBER
1425 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
PREPARED BY:
COLLINS ENGINEERING, INC
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
PREPARED FOR:
SOUTHEASTERN RETAIL DEVELOPMENT, LLC
2050 CIRCLE HIGHWAY 30A WEST BLDG M-1, UNIT 231
SANTA ROSA BEACH, FL 32459
SWPPP PREPARATION DATE: �9
UPDATED:' "�0 7/13/2021
LU Lie. No. 0357911'
APPROVED '0 7/13/21 G�
by the Albemarle County '��
Commu� ty2D$vIlop2e1nt Department �SSIONAL 'VOZ�
Date � ((
riio WPO
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. SIGNED CERTIFICATION
10. DELEGATION OF AUTHORITY
11. DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL PERMIT COPY
12. INSPECTION LOG
13. GRADING AND STABILIZATION ACTIVITIES LOG
14. AMENDMENT LOG
SECTION 1
I N :1ci 1.11 MIT -A IRR,IR2fill IaLVAIA►kI
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. 0 NEW PERMIT ISSUANCE
(CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE
❑ MODIFICATION WITHOUT ACREAGE INCREASE
❑ EXISTING PERMIT RE -ISSUANCE
Section I. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have
operational control over construction activities to ensure compliance with the general permit. A person with
signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit).
Operator Name:
SOUTHEASTERN RETAIL DEVELOPMENT LLC
Contact person:
TRAVIS MEYER
Address:
2050 CIRCLE HWY 30A WEST BLDG M-1, UNIT 231
City, State and Zip Code:
SANTA ROSA BEACH, FL 32459
Phone Number:
850-660-1917
Primary and CC Email:
tmeyer@serdllc.com AND jquinn@30aip.com
B. Electronic correspondence. To receive an emailed coverage letter orto pay by credit card, you must choose YES
and include a valid email. May we transmit correspondence electronically? YES ® NO ❑
Section If. 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:
SLEEP NUMBER
Address:
1425 SEMINOLE TRAIL
City and/or County and Zip Code:
CHARLOTTESVILLE, VA 22901
Construction Activity Entrance Location
(description, street address and/or
38.075857,-78.478819
latitude/longitude in decimal degrees):
Latitude and Longitude
(6-digit, decimal degrees format):
38.075857,-78.478819
C.
Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest
one -hundredth of an acre.
Total land area of development (include entire area to be
disturbed as approved in the Stormwater Management Plan):
1.14 AC
Primary estimated area to be disturbed (include portions with
1.14 AC TOTAL (0.56 AC ON SITE)
Erosion and Sediment Control Plan approval only):
Off -site estimated area to be disturbed (if applicable):
0.58 AC
D.
Property Owner Status:
FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE
E.
Nature of the Construction Activity Description (i.e. commercial,
COMMERCIAL
industrial, residential, agricultural, environmental, utility):
F.
Municipal Separate Storm Sewer System (MS4) name(s) (if the
site is discharging to a MS4):
ALBEMARLE COUNTY
G.
Estimated Project Dates (MM/DD/YYYY).
Start Date:
9 15 2020
Completion Date:
11 01/2021
H.
Is this construction activity part of a larger common plan of
YES ❑ NO 21
development or sale?
Rev 11/2020 PAGE 1 1 6
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
I. 61h Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page.
HUC
NAME(S) OF RECEIVING WATERBODY
020802040401
MEADOW CREEK
Section III. Off -site Support Activity Location Information.
List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional
areas on a separate page.
Off -site Activity Name:
SLEEP NUMBER ENTRANCE IMPROVEMENTS)
Address:
1425 SEMINOLE TRAIL
City or County:
CHARLOTTESVILLE VA 22901
Off -site Activity Entrance Location (description, street
address and/or latitude/longitude in decimal degrees):
38.075857,-78.478819
Latitude and Longitude (6-digit, decimal degrees format):
38.075857,-78.478819
Is this off -site activity an excavated material disposal
area?
YES ❑ NO
If this off -site activity is an excavated material disposal
area, list the contents of the excavated fill material:
Will a separate VPDES permit cover this off -site activity?
I YES ❑ NO
Section IV. Other Information.
A.
A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the
General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the
Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been
prepared.
B.
Has an Erosion and Sediment Control Plan been
submitted to the VESC Authority for review?
YES ® NO ❑
Erosion and Sediment Control Plan Approval Date (for
the estimated area to be disturbed MM/DD/YYYY):
C.
Has land -disturbance commenced?
YES ❑ NO VI
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 1):
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 ore authorized to direct workers of a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from
Municipal Separate Storm Sewer Systems (M54s), operator means the operator of the regulated Ms4 system.
9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements sholl be signed asfollows:
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 forstate 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 (il) 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 DEC. 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 1112020 PAGE 3 16
M
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from construction Activities. The
following permit actions are covered by this form: new issuance, re -issuance, modification with an increase in acreage and plan modifications that
do not result in an increase in acreage.
Choose NEW ISSUANCE if this Registration Statement submittal is to obtain a new permit coverage, RE -ISSUANCE to renew an active, expiring
permit coverage or MODIFICATION to modify an active permit coverage When modifying permit coverage, Indicate if the modification is increasing
the amount of acreage previous covered (MODIFICATION WITH ACREAGE INCREASE) or changing the site design with no increase in acreage
(MODIFICATION WITHOUT ACREAGE INCREASE).
Existing Permit Coverage Number. Provide the permit number for a modification or reissuance (i.e. VARSO####)
Section I. Operator/Permittee Information
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over
construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with
a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the parry
with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project
site that are necessary to ensure compliance with the general permit). If an individual person is named as the operator, that person (or a
representative of) must sign the certification in Section VI. An operator can be one of the following:
9VAC25-870-10. Definitions
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a
large or small construction activity, operator means any person associated with a construction project that meets either of the following two
criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those
plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that ore necessary to ensure compliance
with a stormwater pollution prevention plan for the site or other state permit or V5MP authority permit conditions (i.e., they are authorized to direct
workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context
of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system.
"Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities,
and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or
country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates,
charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge ofsewoge, industrial wastes, or other
wastes or pollutants to state waters, or ony facility or operation that has the capability to alter the physical, chemical, or biological properties of
state waters in con tro ven tion of § 62.1-44.5 of the Code of Virginia, the Act and this chapter.
"Person " means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state,
governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity.
B. Billing information. If the person or entity responsible for billingrnvoicing is different from the operator, please complete this section. If they
are the same, leave this section blank.
C. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all
correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also allow the operator to pay by credit
card and receive permit coverage approval letters immediately upon approval.
Section 11. Construction Activity Location Information. Location information related to the project site.
A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances
and all water bodies receiving stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or
topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your Virginia
Stormwater Management Program (VSMP) authority if you have additional questions regarding site map requirements.
B. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the Stormwater plans), 911 street address (if
available), city/county of the construction activity, 6-digit latitude and longitude in decimal degrees formatfor the centroid, main construction
entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W).
C. Construction Activity Entrance Location. Provide an address or decimal degrees coordinates and a description of the main construction entrance
where the permit coverage letter will be posted.
Rev 04/2019 PAGE 5 1 7
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
Section Ill. Offsite Support Activity Location Information.
This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards,
material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that (i) the support activity is directly
related to a construction activity that is required to have general permit coverage; (II) the support activity is not a commercial operation, nor does
it serve multiple unrelated construction activities by different operators; (III) the support activity does not operate beyond the completion of the
construction activity it supports; (iv) the support activity is identified In the Registration Statement at the time of general permit coverage; (v)
appropriate control measures are Identified in a SWPPP and implemented to address the discharges from the support activity areas; and (vi) all
applicable state, federal, and local approvals are obtained for the support activity.
If requesting permit coverage for offsite activities, please complete this section. List additional offsite areas to be included under this permit
coverage on a separate page. Offsite areas not included on this registration will need to obtain coverage under a separate VPDES permit.
A. Offsite activity location information. Provide a descriptive offsite project name, 911 street address (if available) and city/county of all off -site
support activities. Provide the 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W). Please note that off -site activities not
covered under this permit may require separate permit coverage.
B. Offsite activity entrance location. Provide an address or decimal degrees coordinates and a description of the main construction entrance.
Section IV. Site Information.
A. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest
one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the 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 underthe
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).
S. Estimated Project Dates. Provide the estimated project start date and completion date in Month/Day/year or MM/DD/YYYY format (i.e.
07/30/2019).
C. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e.
federal, state or local governments) Is PRIVATE.
D. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may
choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation,
Institutional, etc.). Describe the project (i.e. Commercial —one new office building and associated parking and utilities; Transportation — Roads,
sidewalks and utilities; Agricultural — 3 Poultry Houses, etc.).
E. Municipal Separate Storm Sewer System (MS4) name(s) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or
completely), provide the name of the MS4(s) that will be receiving water from this construction activity. The MS4 name is typically the town, city,
county, Institute or federal facility where the construction activity is located.
F. This construction activity is part of a common plan of development or sale. "Common plan of development or sale" means a contiguous area
where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-10. Definitions.
Le. a subdivision, commercial development, business park, etc.
G. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waters for the site and
offsite areas that could potentially receive stormwater runoff discharging from this activity. The HUC can be either a 12-digit number (i.e.
0208010101) or 2-letter, 2-number code (i.e. JL52). include additional HUCs or receiving waters on a separate page. You may utilize DEQ's web -
based GIS application, VEGIS, to obtain this information.
• VEGIS application link: DEQ's VEGIS Mapping Aoolication
• Instructions for utilizing DEQ's VEGIS application link: CGP-GIS HUC Instructions
Rev 04/2019 PAGE 6 17
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
Section V. Other Information.
A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See
9VAC25-880-70. Part If. of the General Permit for the SWPPP requirements.
B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section IV. A. has been submitted to the Virginia Erosion
and Sediment Control Program (VESCP) Authority for review and plan approval, choose YES. If you are submitting this application to reissue an
existing permit coverage, please provide the date that the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area
to be disturbed.
C. If land disturbance has commenced, choose YES. "Land disturbance" or "land -disturbing activity" means a man-made change to the land surface
that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading,
excavating, or filling of land per 462.1-44.15:24. Definitions.
D. If this project Is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form.
If the AS&S Entity is different from the operator Identified in Section I. A., list the AS&S Entity Name. The AS&S entity is the entity or agency that
holds the approved annual standards & specification.
• AS&S Entity Form link: Annual Standards and Specifications Entity Information Form
Section VI. Certification.
A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying
and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. State statutes provide
for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be
signed as follows per 9VAC25-990-70 Part III. K. 1.:
a. For a corporation: by a responsible corporate officer. For the purpose of this port, a responsible corporate officer means:
(I) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation, or
(ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make
management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with
environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively.
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this part
a principal executive officer of a public agency includes:
(1) The chief executive officer of the agency, or
(if) Asenior executive officer having responsibilityfor the overall operations of a principal geographic unit of the agency.
Section VII. Submittal Instructions.
Submit this form to the VSMP Authority that hasjurisdiction for your construction activity. The VSMP Authority may be either DEQgEyour locality
depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for
additional submittal instructions. A blank area is provided for the Local VSMP Authority to include their mailing address.
Who is the VSMP Authority for mvpmfect? DEQ ar the locatiN7
• DEG: 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.
DEQ'S CONSTRUCTION GENERAL PERMIT WEBSITE
http,/www dea virainiiiggy/Programs/Water/stormwaterManaze nt/VSMPPermits/f t aio Ge IP it asox
Rev 04/2019 PAGE 7 17
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® COLLINS ENGINEERING SWPPP EXHIBIT - OVERALL SITE LIMITS OF DISTURBANCE
DATE: 8/3/2o
200 GARRETT STREET SUITE K CHARLOTTESVILLE, VIRGINA 22902 OFFICE: 434-293-3729 SCALE: i'=6o'
SECTION 2
ILlM1141*6]Kha►Ia[L14»d►IFi1IdrarelylaCLthq
SECTION 3
NATURE OF ACTIVITY
PROJECT DESCRIPTION:
THE PURPOSE OF THIS LAND DISTURBANCE ACTIVITY IS FOR THE CONSTRUCTION OF A PARKING
LOT AND A 3,000 SF RETAIL BUILDING. THIS PROJECT PROPOSES TO DISTURB 1.14 ac. OF LAND,
WITH 0.56 ACRES OF ONSITE DISTURBANCE AND 0.58 ACRES OF OFFSITE DISTURBANCE. THE
PROJECT WILL BEGIN ITS CONSTRUCTION WITH THE PROPOSED ESC MEASURES IMMEDIATELY
FOLLOWING PLAN APPROVAL, WHICH IS ANTICIPATED TO BE IN THE FALL OF 2020. THE WORK
IS ANTICIPATED TO BE COMPLETED WITHIN 12 MONTHS AND TO CONCLUDE IN THE FALL OF
2021.
EXISTING SITE CONDITIONS:
THE AREA OF THE PROPOSED DEVELOPMENT IS VACANT LOT MOSTLY COVERED BY DENSE
VEGETATION. THE SITE GENERALLY SLOPES FROM THE SOUTHEAST TO THE NORTHWEST
TOWARDS SEMINOLE TRAIL ROUTE 29.
ADJACENT AREAS:
THIS SITE IS BORDERED TO THE NORTH AND WEST BY THE FASHION SQUARE MALL ENTRANCE
AND PARKING LOT. TO THE SOUTH IS THE BRANCH, BANKING & TRUST BUILDING AND TO THE
EAST IS SEMINOLE TRAIL ROUTE 29 NORTHBOUND LANES. SILT FENCE, DIVERSIONS, SEDIMENT
TRAPS, INLET CONTROLS AND VARIOUS OTHER ESC MEASURES ARE PROPOSED TO LIMIT THE
POTENTIAL FOR CONTAMINATION OF THESE ADJACENT PROPERTIES.
OFFSITE LAND DISTURBANCE:
OFFSITE LAND DISTURBANCE IS LIMITED TO PUBLIC RIGHT-OF-WAY.
CRITICAL AREAS:
THE MANAGED STEEP SLOPES AT THE SOUTHERN PORTION OF THE SITE ARE CONSIDERED TO
BE CRITICAL. THE CONTRACTOR SHALL GIVE EXTRA ATTENTION AND CAUTION IN AND AROUND
THESE AREAS TO ENSURE CONSTRUCTION ACTIVITY DOES NOT DISTURB THESE EXISTING
FEATURES. 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.
SEQUENCE OF CONSTRUCTION
1. CONTRACTOR SHALL NOTIFY THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT
ENGINEERING DEPARTMENT TO 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 WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT.
4. INSTALLATION OF THE PROPOSED CONSTRUCTION ENTRANCE SHALL OCCUR NEXT. THE
CONTRACTOR SHALL APPLY CONSTRUCTION ROAD STABILIZATION AS NEEDED.
CONTRACTOR SHALL ENSURE THE CONSTRUCTION ENTRANCE DRAINS TO AN
ADEQUATE E&S MEASURE. THE CONTRACTOR SHALL UTILIZE THE NEARBY SEDIMENT
TRAP FOR VEHICULAR WASH OFF. CONSTRUCTION ENTRANCE 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. THE PROPOSED
WASH RACK SHALL OUTFALL INTO SEDIMENT TRAP#1, AND A RIGHT OF WAY DIVERSION
BERM SHALL BE INSTALLED ACROSS THE CONSTRUCTION ENTRANCE AS SHOWN TO
DIRECT THE RUN-OFF INTO THE SEDIMENT TRAP.
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, SEDIMENT TRAP #1, AND TREE
PROTECTION. 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. INSTALL
SEDIMENT TRAP #1 AND THE PLUNGE POOL OUTFALL, AS SHOWN ON THE PLANS, TYING
IN THE PLUNGE POOL TO THE EXISTING STORM INLET.
6. ONCE THE PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED, AND THE
COUNTY INSPECTOR HAS APPROVED THESE MEASURES, THE CONTRACTOR SHALL BEGIN
LIGHT CLEARING. THE CONTRACTOR SHALL BEGIN BY CLEARING THE AREAS REQUIRED
TO ACCESS THE LOCATION OF THE SEDIMENT TRAP. FOLLOWING THE INSTALLATION OF
THESE MEASURES, THE CONTRACTOR SHALL INSTALL THE DIVERSIONS. 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. THE CONTRACTOR SHALL BEGIN ROUGH
GRADING THE SITE TO THE CONTOURS SHOWN ON THE PHASE II EROSION & SEDIMENT
CONTROL PLAN. 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. 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.
11. ONCE THE SITE IS ROUGH GRADED, THE CONTRACTOR SHALL BEGIN PHASE III OF THE
EROSION & SEDIMENT CONTROL PLAN. THE CONTRACTOR CAN BEGIN INSTALLATION OF
THE UTILITIES, CURB AND GUTTER, AND ROADS. INLET PROTECTION SHALL ALSO
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.
12. CONTRACTOR SHALL INSTALL SEDIMENT TRAP#2 AND THE OFFSITE INLET PROTECTION
PRIOR TO THE INSTALLATION OF THE OFFSITE UTILITIES. THE SEDIMENT TRAP#2 SHALL
REMAIN IN PLACE DURING THE INSTALLATION OF THE OFFSITE UTILITIES AND THEN
REMOVED ONCE THE INSTALLATION IS COMPLETED AND THE AREA STABILIZED. THE
CONTRACTOR SHALL USE THE INLET PROTECTION AND FILTREXX DIVERSION TO
PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA WITH THE SANITARY
SEWER INSTALLATION ACROSS THE PARKING LOTS, AS SHOWN ON THE PLANS. SEE
DETAILS FOR THE FILTREXX DIVERSION ON THIS SHEET.
13. ONCE PHASE III OF CONSTRUCTION IS COMPLETE, THE SITE IS STABILIZED AND THE
INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN THEN CONVERT THE
SEDIMENT TRAP#1 INTO THE PROPOSED SWM FACILITY. AT THIS TIME, THE
CONTRACTOR CAN REMOVE THE REMAINDER OF THE EROSION & SEDIMENT CONTROL
MEASURES. NO ITEM SHALL BE REMOVED, THROUGHOUT ALL PHASES OF
CONSTRUCTION, UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR
GIVES PERMISSION.
14. 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.
15. 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.
SECTION 4
Ia:191.1 RR, I_1►113Mall IAl1a►N111col►NI:i6l4»_1►I
,�� COLLINS NIGINEERING
Date: 12/07/20
Attention: Albemarle County Community Development
Project: Sleep Number- Variance Request Letter for Erosion Control Measures
Dear Emily Cox:
Please allow this letter to serve as a formal variance request for the Sleep Number Erosion and Sediment Control plan. Specifically, we are
requesting a variance to the Erosion and Sediment Control Handbook for this project. The variance is for the use of a Filtrexx Filter Sock in
lieu of Silt Fence for the Erosion & Sediment Control measure with the construction of a portion of the offsite sanitary sewer. A portion of
th offsite sanitary sewer is being installed across an existing asphalt parking lot. The use of the Filtrexx Filter sock will allow the E&S
measure to be installed on top of the asphalt and trap sediment from the installation of the sanitary sewer utility work. If any sediment
passes through the filter sock, the inlet protection on the drop inlets will prevent the sediment from leaving the site.
Attached to this variance request are the specifications on the Filtrexx diversion.
If you have any questions or need any additional information to approve this variance request, please feel free to contact me at (434) 293-
3719.
Sincerely, n
Scott R. Collins, PE
If i
I fioexx°
SUSTAINABLE
TECHNOLOGIES
PROJECT INFORMATION
PRODUCT SUBMITTAL FORM
SiltSoXXT1 Compost Filter Sock (pre -filled)
Job Name:
Date Submitted:
Location:
Submitted By:
Engineer:
Approved By:
Contractor:
Rep/Supplier:
Comments:
PRODUCT INFORMATION & APPLICATION USE
Filtrexx® SiltSodol (pre -filled) is a compost filter sock comprised of an
outer mesh netting material, and filled with Certified Compost FilterMedia' .
SiltSoxx is designed to filter sediment and is a superior alternative to silt fence
and straw wattles. It is used in construction applications of perimeter control,
inlet protection, check dams, slope interruption, concrete washout, and runoff
diversion. Refer to individual application design specifications for application,
design, installation, maintenance, and removal documentation.
This submittal form is to be used for Filtrexx SiltSoxx products only (pre -filled).
Include the corresponding application drawing St installation document if
needed.
SiltSoxx•' are in compliance with most state and federal agencies
including USEPA, AASHTO, USDA NRCS and US ACE.
WORK AREA
SECTION VIEW
FILTREXX® SILT SOXXT'
Is", er,9", OR 12" TYPICAL)
AREA TO BE PROTECTED
Material Type
NATURALORIGINAL
(Cotton Fiber)
NATURAL PLUS
(Wood Fiber)
ORIGINAL
(Multi -Filament PolypropyleneMFPP)
DUREME
(Multi -Filament PolypropyleneMFPP)
Material Characteristic
Biodegradable
Biodegradable
Photodegradable
Photodegradable
Design Diameters
5in, 8 in, 12 in
Sin, 8 in, 12 in
5 in, 8 in, 12 in, 18 in, 24 in
8in, 12 in
Mesh Opening
1/8 in (3mm)
1/8 in (3mm)
1/8 in (3mm)
1/16 in (1.5mm)
Tensile Strength(ASTM 5035-95)
44 psi(3.09 kg/cm2)
16 psi(5.34 kg/cm2)
242 psi(16.99 kg/cm')
Under review
% Original Strength from Ultraviolet
Exposure (ASTM G-155)
NO
NO
100%at 1000 hr
100%at 1000 hr
Functional Longevity/ProjectDuration'
up to12months"
up to 18 months -re
up to5yr
up to5yr
Mesh Color
Beige
Off -White
Green/Blackjan
Green/Black, Orange
* Functional longevity ranges are estimates only. Site specific environmental conditions may result insignificantly shorter or longertime periods.
** Data based on Caltrans research and specifications
*** SeeTechUnk #3339 for research & testing
Fill out for each item used and enter feet used submitted for this project
MESH MATERIAL DIAMETER COLOR APPLICATION FEET USED
filtrexx.com 1877.542.7699 1 info@filtrexx.com
Flltmx& cnanChexx, Enviro5oxx, 5tormExx, GmSoxx, Greentoxx, and the Branch & Leaf logo are Registered Trademarks of Filtrexx Intemational.5116ra, FinerMedla, and Gmv+ingMedia are Trademarks a Fikrexx International. US Patents
7,226,240; 7,452,165, 7,554,292; 8,272.812; 8,43907, 8,740,503; 8,821,076;9,OW,795; 9,945,090; and 9,982,409 may apply & patents pending. ® 2020 Filtrexx International, all right reserved. Filtrexx Design Manual Version 11.0
C
C
C
f i
I fioexx°
SUSTAINABLE
TECHNOLOGIES
INSTALLATION
1. Perimeter control will be placed at locations indicated on plans
and in a manner as directed by the Engineer or Manufacturer.
2. Perimeter control should be installed parallel to the base of the
slope or other disturbed area. In challenging conditions (i.e., 2:1
slopes), a second perimeter control shall be constructed at the
top of the slope, or staking may be increased.
3. Effective Soxx height in the field should be as follows: 5" diameter
Soxx = 4" high; 8" diameter Soxx = 6.5" high; 12" diameter Soxx =
9.5" high; 18" diameter Soxx = 14.5" high; 24" diameter Soxx = 19"
high.
4. Stakes should be installed through the middle of the perimeter
control on 10 ft (3m) centers, using 2 in (50mm) by 2 in (50mm)
by 3 ft (1 m) wooden stakes. 5" diameter Soxx may use 1"(25 mm)
x 1"(25 ram) x 18"(0.5 m) wooden stakes. In the event staking is
not possible, i.e., when perimeter control is used on pavement,
heavy concrete blocks shall be used behind the perimeter
control to help stabilize during rainfall/runoff events.
5. Staking depth for sand and silt loam soils shall be 12 in (300mm),
and 8 in (200mm) for clay soils.
6. Straighten or position the Soxx as needed on the ground,
ensuring there is good ground contact and no void spaces under
the Soxx.
7. Do not drag Soxx across rough surfaces. If dragging across a
FILTREXXOO SILT SOXXTM
WORK AREA
SECTION VIEW
FILTREXX® SILT SOXXTM
IS % 6', 9", OR 12" TYPICAL)
AREA TO BE PROTECTED
INSTALLATION SPECIFICATION
PERIMETER CONTROL - Compost Filter Sock
rough surface is necessary, place a barrier such as plastic or a tarp
under Soxx to prevent tearing.
8. Loose compost may be backfilled along the upslope side of the
perimeter control, filling the seam between the soil surface and
the device, improving filtration and sediment retention.
9. If the perimeter control is to be left as a permanent filter or part
of the natural landscape, it may be seeded at time of installation
for establishment of permanent vegetation. The Engineer will
specify seed requirements.
MAINTENANCE & DISPOSAL
1. The contractor shall remove sediment at the base of the upslope
side of the perimeter when accumulation has reached 1/2 of
the effective height of the sock, or as directed by the Engineer.
Alternatively, a new perimeter control sock can be placed on top
of and slightly behind the original one creating more sediment
storage capacity without soil disturbance.
2. Perimeter control shall be maintained until disturbed area above
the device has been permanently stabilized and construction
activity has ceased.
3. The FilterMedia will be dispersed on site once disturbed area has
been permanently stabilized, construction activity has ceased, or
as determined by the Engineer.
TOP VIEW
COMPOST SOCK CONNECTION/ATTACHMENT DETAIL
OVERLAPPING SECTIONS
FORM CONNECTION
ING OPTION
END
=Xx® SILT SOXXTM
', 9", 12' TYPICALI
NOTES:
1. ALL MATERIAL TO MEEr FILTREXX®SPECIFICATIONS.
2. SILT SOXXTM FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
Refer to Design Specification for complete application, design, installation, maintenatnce, and removal documentation.
fiiltrexx.com 1877.542.76991 info@filtrexx.com
Fitness, Dralnchexx, EnviroSono, StormExx, Gro5wo, GrearLoxx, and the Branch & Leaf logo are Registered Trademarks of Filtrexx Intemational.5116Mr, FiRerMede, and Gmr+ingMedia are Trademarks of Filtrewo International. US Patents
71226,240, 7,452,165, 7,554,292; 8,272S12; 8,43907, 8,740,503; 8,821,076;9,044,795; 9,945,090; and 9,982,409 may apply & patents pending. ® 2019 Filtreu International, all rights reserved. Filtrerr Design Manual Version 11.0
GENERAL NOTES
OWNER: 05I00-CO-00-IJ4A0
ALBEMARLE BANK &)RUST c/a BEST PROPERTY TAX COMPLIANCE
PO BOX 167
WN5RM'-sA(EM NC 2 PQ2
APPLICANT.' SOUTHEASTERN RETAIL DEVELOPMENT, LEE
200 CIRCLE HART. JOA WEST BLDG. M-1 UNIT 2JI
sANTA ROSA BEACH, FL J2UE9
ENGINEER: COLLINS ENGINEERING
20 GARRETS ST. SUITE K.
RL CHAOTTERALLE VA 22902
TELEPHONE (4J4)29T J7I9
FAX (4J4)293-2813
CONTACT MR. SCOTT COLLINS P.E.
TAX MAP NO.
C61C0-CO-CO-fAAO (D.B. I PG 508)
AREA
09J AC
ZONING
PUNNED DELELO%A£NT S4WPING CENTER WS-SC) WIN OWERLAY DISTRICTS (ENTRANC'E
CUSPIDOR (EC), AIRPORT IMPACT AREA (AM), AND MANAGED SUARE5)
EMA (ZMA2019-GGOH) APPROVED BY WEIRS ON APRIL iS 2020
SETBACKS
FRONT BUILDING SETBACK: I0" MINIMUM & JG" MAXIMUM SETBACK FROM ROUTE 29
SIDE BUILDING SETBACK: NONE
REAR BUILDING SETBACK.NAVE
PAWNING SETBACK: 10' PARKING YIBACK FROM ROUTE 29
BUILDING HEIGHT
MAXIMUM BUILDING HEIGHT 65'
PROPOSED BUILDING HEIGNIT 27"-,H
NOTE' ANY 5/RUCTURE EXCEEDING 35" /N HEIGHT SHALL BE SET BACK FROW ANY
STREET R/W. IN ABORTION TO THE MINIMUM YARD REWIRBMENT A DISTANCE OF 2" FOR
EACH 1, IN
BUILDING REIGNS
PROPOSED USE
PROPOSED 400 5'F COMMENSAL RETAIL / FURNITURE BUILDING IN PHASE I.
PROPOSED SUBGwSION:
NEW PARCI 0.28 ACRES
RESIDUE PARCEL ("P61-13,M): 0.61 ACRES
R/W DEPICTION AREA: 0.04 ACRES
FORD & SUREY
SURVEY AND H, SWAMPY INFORMA SON PRONDEO BY ROUGEW GALE & ASSOCIATES,
INC. AND FIELD SURVEY DOVE IN OCTGBER, 2019. DATUM BUT BY SURV£YWi.
DA NM
NAD 83 DATUM
ADJACENT PROPERTY OWNERS SEE GARDENS CONGPOVS BOBBY 2
EXISTING MAGELARON
ME S IE Is FGM5MG
CRIOCAL SLOPES
/N ACCORDANCE WIN DIE ALBEMARLE COUNTY CRIPCAL SLWES COUNTY MAPPING
'MANAGED" CRIRCAL SLOPES EXIST ON ME PARCEL, ME MANAGED DISKS ARE ALI
CW ME EXISTING COWIXISS SHEETS AND GRADING AND DRAINAGE PLAN SHEET.
WATERSIRED
MIS DEVELOPMENT LIES MOWN ME MOORES CREEK WATER54ED. ME SIZE IS NOT
LOONIES MMIN A PUBLIC WATER SUPPLY ASSESSOR WATERSHED, IT l5 LOCH RED
DOWNSLDPE FROM ME SCUM FMK MVANNA WATER SUPPLY WATERSHED.
FLOWPLAIN/NPO BUFFERS MERE ARE NO I0 EAR FLOWPLAINS OR MPG BUFFERS LOCATED M MI5 DR PER
FEMA MAP PANEL /51003CO28W DATED F£BR/ARY A 200E & COUNTY GIS
R£SP£CDULLY. ALSO NOT ME PARM /S OUTSIDE ME LIMITS OF ME FEDERAL &
STALE DAM BREAK INUNDAPOV ZONES PER COUNTY GS DATA.
SIE ACCESS:
ME SIZE ACCESS FOR ME PARCEL IS REGARDED WA ROUE 29 SEMINIXE )RAIL.
A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS ME RESIDUE PARCEL
TMP61-IJ4A FOR ME BENEFIT OF ME NEW PARCEL MEAMO WM A SUBDIVISION PUT.
RETAINING WALLS'
RETAINING WALLS ARE PRDPOSEO XIM M/B SITE PLAN, 52 GRADING SHEET 5
RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT.
NOT. RETAINING WALLS ABOVE J FT BILL REQUIRE A BUILDING PERMIT AND RETAINING
WALLS ABOVE 4 FT BILL REWIRE STAMPED ENGINEERING PUNS
LIMING'
ME GRCPOSED UMRNG PLAN ONE BEEN INCLUDED SEE SHEET 9 EACH WTDOM
LUMINAIRE EQUIPPED WM A LAMP MAT EMITS OLOO OR MORE RENAL LUMENS SHALL
BE A FULL WTWF LUMINAIRE AND SHALL BE ARRANGED ORSOELOEO TO REFLECT
LICIT AWAY FROM ADMIRERS RECONFIRMED AND AWAY FROM ADJACENT ROADS ME
BESEECHED M UMING FROM LUMINAIRES WRY PUBLIC ROADS AND ADJACENT
PROPERTIES SHALL NOT EXCEED ME -HALF FWTCANDLE
LANDSCAPING:
A LANDSCAPING PUN HAS BEEN INCLUDED IN ACCORDANCE WM ALBEMARLE COUNTY
ORDINANCE SECTOR 32.7.9, SEE SHEET a. STREET TREES HART BEEN PROVIDED WIM
THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF ME PROPERTY ERTRY 40' O.C.
MASH COUECIW:
AN ENCLOSED OUMPSTER SCREENED WIN LANDSCAPING IS PROVIDED BY ME PLANS
WMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN MASH ENCLOSURE LOCATED
BEHIND ME BUILDING SEE SWEET 6 FOR OETAIS
URURES
PUBLIC WATER AND SANITARY SEWER URURES WILL SE EXTENDED TO ME PROPERTY
FOR CWNECIONS RD ME PUBLIC COLORS
sTMMWARK MANAGEMENT FACILITY.' STMMWARK MANAGEMENT WILL BE AGHIEIM FOR ME BETE MM AN
UNDERGROUND OEMNIW FACILITY AND A DETENIM BASIN FOR WATER QUANTITY
AND PURCHASE OF NUTRIENT CREDITS FM ME WATER QUALITY.
ESTIMATED EMPLOYEES,
IF IS ANICPA FED MAT APPROXIMATELY 2 EMPLOYEES CULL BE NEEDED AT ME
LARGEST SHIFT.
PARKING LOT/MAVELWAM
CURB & GUTTER
UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SERVER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
IMPERNWS AREAS.
BIDDING - PHASE I 3,OW SF,
PAVEMENT -5,10 SF
SIDEWALK -802 SF
OPEN SPACE
NONE
UNOEE LOP£& AREA:
GREW SF - FUTURE PHASE 0 DEVELMMENT AREA
PARKING
REWIRED:
1 SPACE/4—f FOR RETAIL SALES AREA = I SF NONF A J. OWaT = 5SEAS
1 LOADING SPACE / QDW SF - I LOAD SPACE REWIRED
PROMDED:
10 PARKING SPACES (MIS INCLUDES I HANDICAP SPAGEL & (I) LOADING SPACE
BURIAL SOT.
NO CEMETERIES WERE FOUND WRING FIELD INVESTIGATION OF ME 9M
TIME .. ARFAS'
A. ST 10.20 AC) TD.I
PAVED PARKING AND CIRCULATION AREA: 5,10 SF
FIRE FLOW
AN EXISTING FIRE HYDRANT IS LOCATED W ME AOIACENT PROPERTY, AS SHOWN AND
LABELED W SLEET 4 MIS FIRE HYDRANT ILL ENGAGE FIRE PROTECTION' FOR ME
PROPOSED BURNING
SLEEP NUMBER - CHARLOTTESVILLE
VSMP PLAN (WP02020-00038)
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
0'y aCl
aP° �t'z•tiQ
y..2:
—950'i/- TO
I,RANCHWJDS BLVD
-1,11NOLE TRAIL - ROUTE 29
VAR. WIDTH PUBLIC RIGHT -OE -WAY
P
(HIGHWAY UT BOOK I PAGE 227)
DL QZ_" S
to ❑
�
a e
❑TARP
\
- - - - - - - - -
61-129
NUT J.C. PENNEY
1. COME, INc
\
_
GON12 - PUG
USE srvOpFwG GENIE
y
\ ______
_ _ _ _
1
OB 190E PG
/(
NEW PARCEL
ON 52
pC 6R5
— ---
\
TOTALS AREA:
OGNI
DEEDCED OPTM SIT)
0.2E ACRES
I
TMP 61-134
NIP GVNTER COUNTRY BANK
TURING - COMMERCIAL OTCE
_ -
1. - BANK
DO 527 PG 4S
DR 1 7 PG 335 (PUT)
BE 4 B PO I56 (PLAT)
9
TMP 61-134A
N/P ALDBNARIE BANK
P$
AND TRUST COMPANY
,tom
0.90E AC ITS
EGGING - OSC
RESIDUE PARCEL
TMP 61-134A
TOTAL AREA:
0.61 ACRES
TMP 61-129
N/E J.C. PENNEY
INCPROPERTIES
ZONING - GUD
USE - SHOPPING CENTER
DO 19. PG 726
DU 435E PG 625
(DESCERNON IN
U LD OF UST)
ND.6
SHEET LAYOUT
CONTRACTOR SOUL VERIFY LOCATION AND DEXTION OF ALL UNDERGROUND
RULES SHOWN OR
TIE INAREASOF CONSTRUCTOR XAICONFLIRN
WORK WMMI ENGINEER IMMEDIATELY IF LMATION OR EUSATKN IS DIFFERENT
IF
SCALE: 1 ° EEE- 3 01
FROM THAT SHOWN ON THERE APPEARS TO BEAND
UPON GCOGNEW OF ANY UTILITY NOT SHOWN ON THE PLANT.
THE WMRA"T R MUST LOOKS ALL SURFACE AND SUB -SURFACE UTUTES PRIOR
TO MY RAW ONSM,
TRAFFIC GENERATION CALCUTATECIR
.� p TI,�C
DEPARTMENT.
TRIP GENERATION BASED ON RE TRIP OENERATON MANUAL IMM PDRION
NRY SIDEWAIN AND/CR CURB MW:GE IDENTIFIED IN ME SIR MONRY WE TO
PROPWED3,WO$F RETALLBTORELFURNITURESTOREFRCCOGREA
W1
PLA'tNER/
PROJECT CONSIRUCTMMI MAMT6 AS DETERMINED 6Y THE HOOT INSPECTOR
BRNL BE REPNRED AT ME WNIPACTOR'S EAPENSE SIDEWALK WILL BE
ACT: 19 VPD ( 1 0 ENTERS SAM
AM PEPS(: 1 VEHICLES PER HOUR
ENGINEER
REPLACED AT ME DIRECTION OF ME NORM INSPECTOR ANY SEGO SOLWALLK
EA SVEHICLESPERHWR
THAT IS CURRENTLY aVMGEO AND IN NEED OF REPAIR OR NOT 1. COMPLIANCE
WHIM CURRENT STANDARDS SHOULD WEREPLACES AS PART OF MI5 PROECT K
WELL. IN ADDITION. ANY EXSTNG W-12S ALONG ME PERIMETER OF ME SITE
ENTRANCE CORRIDOR NOTES AND REQUIREMENTS:
ARB
SHOULD BE UPGRADS) TO MEET CURRENT STANDARD IF NEED.
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CgiRIDORSRALL BE
NL SGNING AND PAVEMENT MARRINGS SRALL BE CONSISTENT WITH THE MI
ELIMINRTED.
2.ALL$ IONS FORMS BRE SNARLYBERENEWED ANOAPPROVED ISAIR LINDENS
DEPARTNEN'
ALL RAGES,5E1YCR U UNDS MPE AND WE!/TUTS F,PoY RK M1W I) ESTSEPARATEONAPRICATION.
BI
♦� .�1]�
ALUMARLE
STMMTARE.OUST NEAR WASK tl5P£CICN PERFPMIED BY ENS AMUNO
BURONG NOTES:
GERyMMENT
1. PROPOSED BUILDING HEIGHT THERE 1): MINIMUM HT. WY
VIR INIADEI
2. PRASE I BUILDING FOUNDATION TO BE CONSTRUCTED TOSVPPORTMWTIFLESTOWES.
up At TLI rTGY
SIZE
VICINITY MAP
SCALE: 1" = 1,000'
Sheet List Table- SITE PLAN
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMOLITION PUN
3
EROSION & SEDIMENT CONTROL pWtl NARRATIVE 0 DETAILS
4
PHASE I EROSION& SEDIMENT CONTROL PUN
5
PHASE II EROSION& SEDIMENT CONTROL RAN
6
PHASE IN EROSION O SEDIMENT CONTROL PUN
I
STORMWATER MANAGEMENT PUN
a
ST)WINATER MANAGEMENT DETAILS
6
TOTAL NUMBER OF SHEETS
ROADS
EXISRNG WLY£RT
CULVERT
Q
DROP —I' SMUGURE NO.
OURS
CURB . BUTTER
PRMOSED PAVEMENT
PC-Ja Sm"
LLLLJJJJ
OEPM OF BE DITCH
EC-2 M1CH
OEPM W OF EC-2 ASH
EARM WTCH
ORKWAY CULVERT
i
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
-W
MOT STANDARD S. YGN
---------
EXISTING CMIIN/R
®
PRWOSED C..
AWYNI
FRCPOSEO SPOT BLEVA IOV
FEES DENOTES mP/BACK OF CURB
TA DENOTES FEW OF BUX
F4111»:161M.1 F1
IWINI a
r
SCOTT R. Z
u�. xP. os6Ta2a
�0//09/21
�LONA4 NSA
SHEET NO.
0
SEMNOLE TRAIL - ROUTE 29
1//
o No
/
/
VAR. WIDTH PUkIC RIGHT-OF-WAY
I
DSSY9Da
/ STEM MH
/ TOP=464.63
o
/
\\
/ (HIGHWAY PLAT BOOK I PAGE 227)
/
/
`°IDtoHLL >l
/ INV IN (24�=45843
INV IN (187=45833
/ OUT=45B23
/ STRM MH
TOP-46685
/
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DB 1908 PG 726
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//
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/
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ZONING - COMMERCIAL OFFICE
� �
MANAGED SLOPES .�
_
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NOTES:
1. THIS PINT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY MANAGEb3E0V(5 / / /
\ l
STEWART TITLE GUARANCOMPANY, COMMITMENT NUMBER 19000090147, / \ \ I / IRTY __ _ / = EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. / / / \ L nl 1 / 5
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARIE _
c - - - COUNTY COURTHOUSE. _
3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN
ACTUAL FIELD SURVEY DONE AS FOR ALL PARCELS SHOWN HEREON, THIS PLAT
HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE
_ OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY,
THERE PRE NO MSIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN,
/ SO
EJECT TO NOTE 1. L
/ 4. THE TOPOGRAPHY BY RCA SHOWN IS BASED ON A MELD SURVEY COMPLETED BY
OCTOBER 17, 2019,
5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE %
(UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEM4 III I\ I A A V A \ \ \ V �\
NAP COMMUNITY MAP PANEL NO 51003CO276D, EFFECTIVE FEBRUARY 4, 2005.
/ THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION
STUDY HAS NOT EPERFORMED INOF THIS PROJECT.BID
// 6. SUBJECT PROPERTY IS ZONEDPD-SC (PLAR EDDEVELOPMENTSHOPPING / // //l / I III \ \ /\ \ \ \' \\ I1/�, F
/ CENTER). PER AUGEMARLE COUNTY GIS, SUBJECT PROPERTY UES WITHIN THE / I / / I I \ \\ TMP 6\1/-1Z9 V \ 438• \ \ �U / / �/, / FOLLOWING OVERUY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND / j j \ \ , \ \ \
MANAGED STEEP SLOPES
I I \ I \N F UG, PENNEY I 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. \ j \ /
/ 8. THERE PRE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES \ \ \ \ I j \ PROPERTIES+,HNC \ // 7 �1
/ MARKING A PLACE OF HUMAN BURLAL ON THE SUBJECT PROPERTY \ \ \ \ I \ ZONI�- YUD' _ Z,q> \ \ \ / / /` a
9. THE MINIMUM BUILDING SETBACKS PRE PER ALBEMARLE COUNTY CODE. \ \ \ \ \ U �PPING CENTER \ \By• \ \... \ I
/ 10. THE SUBJECT PARCEL HAS DECAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). \ \ \ j D \1908 RAG 726 \ \ I /// /
/ 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST \ \ \ DB 4 55 PG\625 /// / Dom.
AIDE DJOININGS BEING PARCELS (APPEAR AND
TO REFLECT AE5'T RIGHT-0F�WAYUND AKE AILDONGE OF \ I j I / / I /
(DES PyIPTION 1N \ / W
/ SEMINOLE TRAR - U.S. ROUTE 29 RUT ARIGHT -OF -WAY TARE WAS NOT FODND I I I / \\ DEED OF\TRUST)\\ / I ///� �/ C
/ IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSE I \ J 1 / // 1
/ OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP
i AS A PORTION OF THE SUBJECT PROPERTY.
LEGEND: METAL ARROW ME
METES AND BOUNDS DESCRIPTION:
IF IRON PIN FOUND IRON
MF MONUMENT FOUND BEGINNING AT A POINT (MARKED PA.B.J. SAID POINT BEING SITUATED IN THE \ \ \ / / WITH DEVICE
CP CONCRETE PAD USTERN RIGHT-OF-WAY OF U.S. ROUTE 29. SEMINOLE TRAIL. THENCE. ALONG THE \ V \ \ \ \ / / p T I \ / / // ■
CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 3FOODO' E FOR A DISTANCE OF \ \ \ \ \ / / (0.77' EST OF \ /�
DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAD SEMINOLE TRAIL S 55'11'57' E FOR �\ \ \ i GO ER) / /j G
GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEEL PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A \ \ \ \ \ - _ STRM DI \ /�/ j
LP LAMP POST CORNER OF TMP 61-129, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING �\ \ \ \ \ I \ TOP=505.57 \ \ / // /
MH MANHOLE WITH SAD J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON INV=500.98 \ /
OH OVERHUO UTILITIES MONUMENT (MI THENCE CONNNUING WITH SAID JIG PENNEY PROPERTIES INC S \ \ \ \
SIB
SIN
SS
ST
SIGNAL POLE & BASE
SIGN
SANITARY SEWER
STORMWATER
64'38'24' W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND 0F) SAID
IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND
WITH TMP 61-134, N/F CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C.
\ \ I \ \
\ \ \ \
\ \ \ \
\ \ \
}HORIZONTAL GRAPHIC SCALE
\ p
_
2S4 15 RCP
® %
\ / // / / /
15" RCP / /j /
\
1
192036
1
UP
UTILITY POLE
PENNEY PROPERTIES, INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N
\ \ \
�. /// /
p•-2D. I
VET
UTILITY VAULT
42'48'10' W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH
\
\
)B
H /
/ 1
eer
sx2 no
WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY
BANK TO THE POINT AND PUCE OF BEGINNING, HAVING A TOTAL AREA OF 0.908
\ \ \ \ �6 TOP=504. STRM RI
\
YH
YARD HYDRANT
ACRES OR 39,547 SQUARE FEET, MORE OR LESS.
\ \ \ \
\
INV IN=49�1
OP=50 60
060
\ \
INV=5
C
EROSION & SEDIMENT CONTROL
MEASURES:
SIRULRMAL LR0.9CN AND SEDIMENT CONTROL PRACRCEI SHALL BE MI
A.. . WM RK MPCWIA fltOSMN AND SEGMENT CM. NANDB0.W.
STRUCTURAL PRACA EB USED IN T/AS SC TALK CgLgsT OF ME FOU UANG
n �01RDABORN,W BMMEP INSTALLEDMFTSEroG VENt ACCEss ro ACONTURNALN ERO9GANATURRASL CAVITREMl MASON
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INUESO RAINS ROAOB BY NOttW IEHILIES CR RWKfS COWS RVART ENMMYES SINE.
AS
Oro MAPIC ALLS RISAO�K ON RK PUNS m NEWCE RK AMOUNT SUNDRY IRAN9CAIE0
PIC iLw'CRaBl 1T�Bµ. na DTnCGESs Rows SVAPwSIat RwOs P.wWC <aAs
AIR CHAIN REACTS TRANSPORTATION
lFpSYMWWRDAGEDA%OBCCOMP UCNFlCMISSIN
xNESSUCT CLANCL ARSE RNLI CP IA. RA.1 MEOCCrvsiR... ANEEPTR
ACAND AM APACMoNOF` rtl�ifl+6PiA�
MBUMANSW ANSI IO REWTH YOI 1 ". :EA. SINE ISE .WIN MCFFAA
1. y 1 LWAOIN OW GIANT SHEET SCOW AS MCA. LATE SHALL BEET
ARNMA EIOABR B .' RaNma HumeLv (rcGTIN IN A. MM PIT
OR
TO NEREIr IMPACT BUT IMPAIRING STUB STAN �d(SWSKiERS
IMADIALM I ITS L .P 11 SAIUw6EO MA WAR£ AREAEPERMANFNT
INS UM AT SALE � A
XNY TMNRWWROnYnD AGANDER APTE RASMAM A.IN A St ASEC. DESIGNS NCVRETAGF `AM
F Lp/TY MAN As A {IX 1 TRAP PUTTSf 1 BA. GAS MAGEE STCNUWAR N
TRENDS AFRI/ICANS PAPALLY XA W A
OP
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FRhattYO MMWORT
A ME OF ACdNNACCRREO CAL PR HANS AME M NANDI CONSTRUCTED AMPLA
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TOTAL A SLOPING KRMG I. "'A"T N AT WSRA@USO WREI OFM 11. FARRIER pKRSPS ARE
I "e"`iL"Troaw' amo1N
RAWS rWAY . ANS wBAL
A GRANT BY AN FAIRNESS EARNHARDT WIN A
TIMEW PCl EP OEMA DAMNABLY RW`CEgNSNT-1AnEN MWtlC TRW. MSR/RLVD ARCS 1.
TAT AGES
IEIE ME WAS MAP AU `ISSIUSEO W LL xRTRHAN US M@LMs LINO RAM
NAY A
SINE NMILIEU LIMES WMPEMFNNl CR W LPVA'INCILN IN. A IENKRABY CA.
STMACNRKLY CAR A%M'S OR ORER^ CCEPPARTADUE ENTROY gS9NS BEARDS MAG R
AT PRE DISTEDS CS PINES CAP A RES CWANWAIER WR£5, N PPoRCT RK WpET SONACTUIS ANJ N NbWId RK
MON.m REACCULT AND . DE,
STANN"ME TONS CROA[w. TOW PUD£RC OF uL PRINT A.
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d9 TERS,
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TEARLIST 7. AN'0W TM IELA NOR LY CONAMN0 RNAT :WILE
MAMMAS W IRADM. ANO N SRA9F/d SOM MM SEEPAGE
RZ lAANO� W-CDNEAK SOTS u
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ART TAT
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ARM Iu�AHS
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MEETIUBU �TCFe sRATLOLV ILK 1£AY I NDS� AS By PVNM
�AMPSAY S DSNFBEO ABMUSC$ WVINT VA MANAGE THAT IS INS AIRST SMARCAS, AINGDIBIE
LA LAMBAST ACMUDDnMMs nu AREAS AD RCCEW A LLATT KRMAPENT KQTARK COVERT
PARYSTIVAL
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IS TO RMNPRESHM RMSNTa[ IN �-6AKNARED AREAS`�aT mNu mON
REt MA`G`N AOFNM AMNROPRE.IENI OF .1
SURFACE AND aN �1 YENSRM84W CNIX1. A.
NAY�OP�T MAIT OF DATE USTAN
N Hams ITATCK K`S`M"SC NS �IRSA OP PIMH
MALA
iOWWNT DY BASE DTRE CLADISMISSMACRON �nSUVFES LNttOI£0 YIKI BE MNPAYS
W1'IEI:W
NfMUCKY 31 RESCUE 120 INS.
AHD UP TRAPS 2 IBS
NA90NAL NURSE CROP 20 LIST
SEASONAL uURGE CROP SO US
RNI. 1A... ME PoL AR. REP
1 THROWN NMUA 15 TOTAL BUILT
AI 9 16
Txfl4"lDl ACTORS NINIFL Art
uCr9EENT MHOWR am. 15 Mx1ER PRE
NOTES.
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY BAIL
TESTS AND APPLIED IN ACCORDANCE PATH NESCH SM. 3.32.
2. SEEDINGS N BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ WSCH SIT 3.35.
PS PERMANENT SEEDING SCHEDULE
NO SCALE
(STD. IF SPEC. 3.32 OF VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK, 3RD ED.)
EROSION CONTROL NOTES
r ME M. AMPMG MIMARIm NVST BE NOTEEA WE LEER PMCR N ME
PM-CONS1RUCRW CO BEERENCC MK IIEIX. N RK CpAMMIXMMi LY LAND
05NR&NG ACPNIY A. - WEER FABOR TO THE TONAL INyE MGM
S. ALL EPo9W! A. SE0.! 1 CON. MEASURES RRL BE CMSIRULnB AM
MANETA. ACCCKOING TO MI NMIUM STANDARDS A. SP£WTCATICNS OT INS NRpN/A
EROSId AM .1 CAN. ANABRO I. AND NRGWIA REGWAR0.Y5 M
I.5-02-OG EROSrIXY A. SEW 1 CON. RE6UU.
3 EROSION AND SEGMENT CONTROL MEASURES ARE M BE PLACED PM0.P TO OR
AS THE PAST IRS, M CLEAMNG
x .1 OF ME APPROWE ERAgav AND 4AWENT WNIR0. PUN SNAIL BE
MAIN IA. ON THE A2 AT ALL RUES
S ON M COMMENCM'G EAM pI". AGITATES W AREAS CIHER MAN
WTAO ATM MESE PLAYS WCLVMNA GOT ME Lua1ED TO. OFFGTEBONROw OP
WASTE AREAS), BK CONTRACTOR SHALL SVBMIT A SIPEPRENTARv ppSIW
CM TRIX PLAN S ME OMYER FOR RENEW PL AM APPROVAL BY W AN AFMONNG
AVTHOWTY
S. RK CONTRACTOR IS RESPONSIBLE FOP INSTALLATION CY ANY ACROROYAL EROA NT
CONTROL MEASURES NECESSARY RI FREKNT ER0.9W ANT ANDENTATIOV AS
DEnMMIEO BY THE PUN APPMRN L AUMdNTY.
ALL gSNRBEO AREAS ARE TO GRANT N APPROVED E£WMENT CONTROL MATURE
AT ALL TRIES IXWWG LAND DIBRWBWG ACRNRES AM OMWG Sn CFAUAN ENT
d FORKS L"W.AIENA M GMIS
WA. .1 BE PIMPED "ES AN MMOYEO
ER. OENCE.
9 ME CWIRACICp GLALL INSPECT ALL JAPAN CONTROL NEAS/RES PENCLACALLY
AM AFTER EAHE RIINO'F-PRWUIXVG RAINFALL EVENT. ANY NECESSARY BOARDS OR
VANUP TO MIN AMAN HE fTF£CRKNE55 CS' R# EROSION DRUGS DEVICES ES SCULL
MACE MNEDAnYY.
LOT � fw MATERIAL AD BE TAKEN TRAM AN AFPROADO GIN ROW DEN GRO MA
II, WASTE MATERIALS SNAU BE TAKEN ED AN APPROVED WASTE AREA FARM FILL
SMALL 6E INERT MARRIALS ONLY, TREE OF RATS STRIPS NON, RU6BISK ANT
DRIER DEBRIS
11. ARNI OR WAGS AREAS ARE TO BE RECIAINEO MAIN ) OAS I LpAPLERCN
PER ZIXmLO OMWA IDS SECTION SI.M.
IS. AU MEREYAIF . SHALL BE TRANS' . IN COAPL.. RIM SECRCW 11.1
W RK CONE OF ALHMARLE.
la BORROW. TILL AWASTE ACTUATEWAKNNG WOUs1AlAL-TYPE MARKS E'WIFMFNT
SHALL 6E CANTED TO IRE HgANS OF 1. AM TO 8:W PM
IS BORROW FILL LIP WASTE ACRbN MALL BE CONTENDED IN A SIR£ MANNER MART
MAINTAINS LATERAL SUPPORTS OR ORDER TO MM1VMIIS ANY HAZARD TA PERSONS
PHISCAL DAMAGE M ADUAMUT LAND AND IYPRJHMEN I$ AND DAMAGE MANY
%LBLIC STREET BEGET. M SLIDER SINKING OR COLLAPSE.
LG ME DEBODA ER SHALL BERET, ME AMI i0 WSIAU, MAW➢ , REMOW OR
GINNER) TO PERMANENI STOPMWATER WMAIXMENI FA.. MERE APPLICABLE
NL EH0.gOV CONTRA. MEASURES REOWR£O BY INS PUN REGARJIESS OF THE
SUED OF MY LOT, UNIT, MARTINIS OR ORES POPRCN OF RE PTT£R IY.
17 TEMPORARY SOMALIA NON MALL BE TEMPORARY AMONG ANO ABAW/NA WORKS
IS TO BE AT ZS OLOACRE AM W THE MIXiMS OF MANAGER M RUMMY RL
CONSIST A 50/50 WX TT ANNUAL SPIE SS AND CEREAL BANTER SM OR IN MARCH
AND AM 1ST VALIDITY CF ANNUAL RM M tad/fN MAY RTUBULE EA CONSIST OF
GERMAN MNLEI SMAW MULW IS EA BE APPLIED AT BOESADPV. AL REANA RYES
ARE SUBJECT TO APPROVAL BY HE ENOGW CONTRA. WSPEC OST
1. PERMANENT ISMAND. AI ALL BE LIVE AND FERTILIZER, PERMANENT SPEdNO A.
NULW. MARSABRMAL MADE FIRESTONE SHALL BE AIRPORT AT 5P'Rs//mAV
INCOPPAPATED MIR INK nP 4-6 INCHES CY SpL FFRTWSR SHALL BE APPLIES AT
IWNBS/ACNE AM CLW9ST IF A M-E L-1ST MOMENT WX PERANENT MEETINGS
SHALL BE APPLIED AT ROUGOAROM ABU LOWEST OF 95AWHALER ]I ON TALL
fEBWE AM C-SA PERMANAL RMKASS OR KENNbCV BLUECRARS STRAW MUCH IB
m BE APP AT AT SQUISI IOSF ALIDW ARKS ARE A/&Etr TO APPROVAL BY RE
EROGW GEN. INSKCTOP
1.. NANIENANCC ALL MEl5WE5 ARE PT BY WSP . NE 1 AND 1. EACH
RAINFALL ANY MMAC£ CAT p.IXOGNT N STRUCTURAL MEASURES 15 TO BE RETAINED
IMMEDIATELY, SIT MAPS ARE TO BE MEAMYD MIEN SIX CE RK WT SSRAOE
KKME FS OLEO MM SEGMENT. ALL SEEDED AREAS AM N BIN RESEEDED NNEW
NECESSARY M AGNEW A LAID STAND CE GRASS AT FENCE AND gNRAW
OWES BAY ARE COUSCRNG SEONflT TO HALF RIflI HEldfi MUST BE CLEANED
AM RE➢AWfD MIYEpAKLY
M ALL REMPLIPARY EROSION AND SESAME CONTROL MEASURES ARE TO BE TRAINED
MMM 30 DAYS OF FlNAL SITE STAB A... MKN MEASURES ARE NO CADGER
NEEIXD, SUB84r m APPROVAL BY RE SAYAN CLINGRAL INSPECTOR
21 RK EAG INSPECTION HAS TM AUTHCSITY TO AN ON TIGHE E@S LUVTRIXS AS
.AT TV RE FTEYD AS GGS RAMIGARE OIANLY AN ACOI.,, NO SEAT 1
BASIN AP TRAP UN SE REACHED MMWE WHEN AUM0.4/ZARCN
SOIL DESCffiPTION
PZB-ELpAk LO 2 RI Z.f SLCPEL SOL FS WELL MAWEO MM AYEWIIM RUNWF
M54lLA1HAN A/RFALE UIR IS TYPICALLY LOAN AND MAY 0-8- MINK INS
W. m RK ALTER TABLE 4 GENERAL, MORE RAW 80.
]IC-.G LOAM-) ro 1.. SCA IS WE/L ARARWEO MM A MEgUM RWIXF
.S5lE1C . SLWFACE UIW AS hFICAILY LOIN A..10-B' WICK R2
CRTAN TO RE WATER FABLE IS BENERAUY ACRE MAN 80-.
BI -UBHAN INAID TO AT SLAYS YMLM RUMPS CUEG'ICAMM IO' C£PM TO
DEAM MATERAL
P£RSFVCE: REB LOSS SURHEY ONLINE ..A A FOAVD AT
nelP://WA6.a+NLI»r.INe..Ireeo.Wo/APP/wmswmwr w
YEO dK MLV . ro
A. TO THE
AND ARE WENT TAKE N
S ARE TO SE PLACED MS
ENT CONTROL PUN SHALL
EIES IN AREAS ORER MAN
IT UDERT NO U`-ATE
. SUBMIT A
K OMNW FOR SEWN AND
AN
NARE
fUPLLTR R6 e' LR'MR
Ir,mL
e' IIURUM
O TEMPORARY IB'r DIVERSION BERET
ANY
ME
DESCRIPTION OF EROSION & SEDIMENT
CONTROL MEASURES:
IT lS ANRpPATEO 1ST VSE A CONSTRUCTION ENTRANCE. R/PRAP, WILET PROTECTION.
OIWGRAYS SEDIMENT (RAPS A. SILT f£NCCT TO 0.WTROL AM FACE DRAINAGE
TEMPORARY SEEDING MLL SE VSEO IMMEWAIELY MCCOMNC ALL LAND WSTRAREM E
ACRNTIES TEMPORARY OWASSO AREAS ARE NOT BE REWIRED IBM THIS PRWOSEO
DESIGN. SNWLO FIELD A0.VSMENS N£CADDIART A SMALL STOGROME A4E0. IT SHALL
BE DISCUSSED MM ME ESC WSOEIRS' AHEAD T LINE ME ORDW AY RILL NEED TO
BE MAINTAINED AND STORED FOR lAnfl .SPREADING STRESSED LOCARWS SHALL OF ON
CIE AND SHALL OE STURDIER MM A nMPIYGRY L£GETARK COOLER. PERMANENT
MEGABIT WILL BE REIMPOSE FOR ALL AREAS MNtlI MLL NO LdIOFR OE EXCAVARE
AW M/ERE CWBRRVCRON ACRu1GE5 HAW CEASED. PERMANENT SEEOwC GALL ALSO
BE SMATAI. MEO MAY ALL ODNOER ASSETS MYCH wLL BE LEFT DORMANT MAN A YEAR CAN
MORE AEECTION I EEEO MAY IV RE MLL DEPEND Cl RK TIME I YEAR APPUST
SMNIRARY ADDED KILL BE PERFORMED EAT ALL DISPUTED AREAS AAMl BAIL BE LEFT
DORMANT HAS MOP£ MAN GIVEN OATS MESS AREAS SHALL 6E FEEDING MM FAST
GFMINARNG LEGETA RCN MWEDARY FIX 0. CFAGA W M0.Y AREAS SEIECRpL
W SEED MIXOAK MLL DEPEND ON ME ONE M YEAR A.
101 SA/ETY NICE- TO dSCOURAC£ ACCESS 1ST A PARTICULAR AREA.
JW CONSIGNATION DISTANCE - m NOME DE MASSIVE OF MUO TRA YBEGRnO LW TO
PALED MADD . By NFOR 4EHIOES AR RUNOT.
SAT APPE" "T. BRAD STABxIZADOV - M REDUCE ME EROSGK I LAM PAUAV
ACTIVISTS BY CttvSMWDON TRANC AM TO REWCE ME EROSION AND BUBSECVWT
REGARDING OF MANMENT RO.SpBE05 BETWEEN THE GAL OF INITIAL CFAWNG AND FlNAL
STABILIZAIIM CWSIRVCDON PONT SWEATT RON ME BE ARMAD TD TM
CONTRACTOR PARKING A STRONG AREAS AS NEEDED,
CIA .1 FENCE- AT FENCE IS MOSESSEO, MEERE SHORN LW DE PLANS
1ST1 STAR DRAIN INLET PARYEC.- BEET PR02CRAI IS PRO^OYO WI INGEST
MERE SNOW W DE%AM
SN OL£SGON- PERINEnfl Ol£RSILWS ARC PRPONOSEO MERE SHOW OW DE PLANS
TO .1 RUNOT WN A SEGMENT TRAPPING DE.
113 SEdMFNT TRAP- SEDIMENT TRAPS ARE PRWON) WERE SHOW OF RE PLANS
SIB WDET PR02CDON-WRE1 RPOnCOAN IS PROPAPER AT RE WREi OF PIPES
119 .1 RI RPM IS RAGWEED ABOARD AK &RISING M
JAL MANUMBNT SEEING-PEMANENT SEETNNG IS BROADER AM PROPOSAL MM TINS
PUN.
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PLAN SEE RE ESC PLAN FOR DIE MWIREO LOCATIVE
CM OUST CLWIRIX-OUST CLWTRIX IS REWIRED ME PR(PoSFO MM DNS PLAN.
MAINTENANCE
IN C£NESAL. MRSO CWISTRUCRWI RE MO OR CW MACTOR W-TIE Ma CH ELK AIL
SEGMENT BASINS AM/OP TRAPS ARE. BE tlEANN AHD UNSTOPPED IN ACCCFJANCE
M ME NRPNu ppGOY IT EELNNENI CONMOL RANOB0.W.
.ALL CA . BARES RRL BIN AI ECKE➢ REGULARLY FAR SEWMENI BUSOW THAI MLL
PREVENT PROM DRAINAGE E ME GVANDE IS .. BY SE 1. DE SM.
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EROSION CONTROL NOTES & NARRATIVE
ME PURPOSE
OF THIS
5F PURPOSE OF G. LANDPROTECT
DISTURBANCE PROPOSES
TO
IS F0.P THE CO. OT LAND.
OF A PARKINS LOT AND 13000
SF RETAIL BUILDING. 8 ACRES PROJECT PROPOSES TO DISCUSS 1. E P au OF LAND, MM S C ACRES CTI NNHIM
OISNRBED E ANO O.SB S➢MAN DIAO Y FOLLOWING
LO DISTURBANCE PLAN ME PR0.FCT CH BEAN ASCONSTRUCTIONTO BE (AT ➢NTH ME
FALL
PROPOSED EEC MEASURES IMMEDIATELY BE CINUPL PLAN APPROVAL. LATHS IS TO ANTICIPATED E BE IN M£ FALL
OF 2020. ME WORK /5 ANTICIPATED TO RE COMP(£IEO KITH/N 12 MONTHS AND TO CgJllUOE IN ME FALL OF
2021,
EXISTING ARE SIDE r.NJ MONG
PROPOSED
THIN AREA OF ONE PROW M DEVELOPMENT O VIGOR LOT MOSTLY WV£R£O BY DENSE VEGETATION. ME VAIN
GENERALLY EWES FR0.N ME SOUTHEAST i0 ME NORRIN£ST TOWARDS SEMINIXE ARSINE. RWIE 29.
ADJACENT' JET A BORDERED THIS SYI£ l5 IS ME
TO CH. NORM G & TWESTRUST
BY THIN FASHION ME C MALL ENTRANCE ANDMAIL
PARKING LOT.
TO ME SOUTH /S S ET PE N. BANKING O THUST BUILDING AND TO ENE EAST S AND
VARIOUS
]RAIL ER E 29
MEASURES A ERNES. SYLT FENCE, DIVERSIONS, POTS SEDIMENT CRAPS INLET N OT THESE
ANO VASSAT OTHER ESC
MEASURES ARE PROPOSED TO LIMIT ]HE POTENTIAL FOR CONTAMINATION OF THESE AO✓AC£NT PROPERTIES
A IY��LVY/INCE� RB$LILT Y
ST£ LAND DISTURBANCE lS LIMITED TO PUBLIC RIGHT-OF-WAY. SIR
m/c
SINE SOIL OESLRIP]10.Y5 DY THIS PAGE AND ME PHASE l EROSPV AS SEDIMENT CONTROL PLAN FOR SD'L
ECONOMIES
MI MAI A
ME MANAGED STEEP SLOPES AT THE SCRIMEASY PARSON IN AND
SHE ARE ESE AREA IT BE CRITICAL. ME
CONTRACTOR SHALL ACTIVITY DOES
EXTRA T DIET 0.V AND E EMEND
N IN EAT AROUND THESE ARRAS TO ENSURE
CONSTRUCTION` SEDIMENT
MEDOES NOTDIETERS?DEVICES
CHESS L'XALSO FEATURES PEE A FIRST
REMOVING, SILT FENCING
...
TO ENSURE ANDME SEpMENT ]RAPPING REMAIN SHALL ALSO BE INSTALLED AS A FlRST STEP IN LINO OISNRBANCE
TO ENSURE TH£5£ CRITICAL AREAS ARE MAINTAINED
CECSW' 7. COSIACTDR SHALE NOTIFY ME ALBENCOUNTY CONMUNIN DEVELOPMENT ENGINEERING DEPARTMENT TO
SCHEDULE A RISE CONSTRUCTION ME LIMITS
ITSOFWIDENING
1. PRIOR ENDI i0 DISTURBANCES. ME LIMITS AN DISTURBANCE SHALL BE FLAGGED AND M£ ZEE PRORECRON
PENDING ION CC BE INSTALLED.
J. NO ROYAL FROM
ME MEASURES MAY BE REMOVED DURING M£ CONSIUCDAN PROCESS MMWT ME
APPROVAL FROM THE INSPECTOR PROMISED W SM CROECT.
4. INSTALLATION U THE ROAD STD CLSAIMN AS ENTRANCE SMALL OCCUR NEXT. ENSURE
COME CONSTRUCTION
ON T SHALL
APPLY LO45TR PS TO ROAD ECUARZADGV AS NEEDED. CONTRACTOR SHALL ENSURE THE NEARBY
SEDIMENT
M PANCE DRAINS R AN AD£WAI ETR MEASURE. THE CCWPACION SHALL UTILIZE ME NEARBY SEDIMENT
MAP FOR VEHICULAR WASH OFF LONSTS, PROV ENDMSTA TO RE MADE
TO M IMIZE E TRANSPORT
YEHIL!£
RWEEB INTERSECT PAVED PUBLIC ROANS PROVISIONS PARR SHALL BE MALE RE MINIMIZE IS TRANSPORT OF
PUBLICSEDIMENT BY SURFACE], TRACKING ONTO E C PAYED SURFACE NHER£ SEDIMENT IS EACH
DAY SE IONTOMEN A
PUBLIC ROAD SHED TRW
ME ROAD SHALL RE CLEANED RIORWWLV AT ME ENO OF EACH DAY SEDIMENT
SHALL L REMOVED FRO. ]HE ET WASHING
BY SHOVELING OR SNEERING AND TER SEDIMENT 1ST A SEDIMENT
CANCER DISPOSAL AREA. SWEET WASHING SHALL BE ALLOWEDSE ONLY AFTER SEDIMENT RI REMOVED IN THIS
MANNER. THE SHALE
WASH RACK STALL WTFALL INTO SEDINEEN TRAP/➢, AND A NIGHT DIRECT
WAY
DIVERSIONE BERM SHALL BE INSTALLED ACROSS ME CANSIUCDON FRIARS AS SHORN TO R/SECT ME
RUNSEEWHO WE CO SEDIMENT )RAP.
5. ME INITIAL BAL SEC CONSTRUCTION MEASURES AS SHORN GI ME PHASE I G ME PERIMETER SEE./RENT CONPR PLAN,
SHALL B£ INSTALL£O NEXT E CORECTION R STALL B£GRN BY ISSTAWNG THIN MAPSED AT FENCE,
SEDIMENT ZAP SN, AND WEE PRWINCTION. PERIMETER DISTURBANCE
AS INTENDED AN S PAP SEDIMENT SNAIL BE
BEFORE
AS A FIRST STEP NITH ANY S PLACE.
CE. ANSANLE SEDIMENT
MA SHALL BE MADE PLUNGE
BEFORE UAS SHOWN
DME PLANCE TAKES PLACE. INSTALL CAL TO
PAP JC AND ME PLUNGE POR
W1E M AS SIOWN ON THIN PLAN T TYING IN THE PLUNGE POOL TO THE, AND
STORM INDEX
6. ONCE ME PERIMETER SUREST MANIAS MEASURES HAW BEEN INSTALLER. AND E CWNTV INSPECTOR HAS
BY CLEARING
G ME MEASURES ME TO ACCESS
SHALL BEGIN LIGHT CLEARING ME AP. FOLLOWING
SHALL BEAN
BY CLEARING OF AREAS REQUIRED N ACCESS ME LOCATION ST ME SEDIMENT WAR. FY REMAINING
GME
INSTALLATION OF R/ESC MEASURES ON ME PHASE
I SHALL INSTALL L AN SHALL ANY REMAINING
EROSION CONTROL I1EM5 AS SYOWN W ME PHASE l EROSON CONIR PLAN SHALL ALSO BE CONSTRUCTED
AT TIME. 7ONCZE E ALL CO PHASE l £ROMAN MEASURES
IRKS HMV£ BEEN INSTALLED Y ARE GRANTED
APPROVAL,
DRAINAGE IS
PROPERLY RONY£YEO TO NESSE MEASURES AND ME EVE. INSPECTOR EM HAS GRANTED APPROVAL ME
ANDCONTRACTORC CAN BEGIN REARING MS REMAINDER OF ME AIL TEMPORARY TESTING PERMANENT SEEDING
AND OAST LONWIX SHALL RE IMPLEAS. M AS RECORDED
ACRAFT
B. AFTER REARING ME PROPOSED AREAS COMPACTOR CAN PROCEED TO PRASE lI OF ME EROSION &
SHOWN O ME PH PUN. ME CONDUCTOR &SEDIMENT
SHALL BEAN LAN. GRADING ME SITE TO ME SEDIMENT
SNAIL E ON PHASE IF £ROAFI & SfYEP A CONTROL PLAN. MEASURES INTENDED AND
TRAP BEDMADE
SHALL ON CONSTRUCTED UP AS A FIRST ISTU M N ANY LAND 0/SNRRANL£' ACTIVITY ANO SHALL RE MADE
FUNCTIONAL BEFORE SHALL
LAND ANY
TAKES PLACE.
9. ER CM COPHOR SHALL INSTALL ANY REMAINING EROSIONPERMANENT
COMING ITEMS AS SHOW! ON ME PHASE lI
EROSION CWIR PLAN. TEMPORARY SEEDING PERMANENT STEERING AND DUST CONPR SHALL BE
IMPLEMENTED AS REWIRED.
l0. PERMANENT OR TEMPORARY BOIL ON AN STABILIZATION SHALL BE APPLIED M DENUDED AREAS MEAN SEVEN L HE
AFTER FINAL CRANE N DAYSREACHED EN ANY AREAS OF ME SITE TEMPORARY FINAL
SR STABILIZATION FULL SHALL B£
APPLIED (UND SEVEN DAYS ]D DENUDED AREAS THAT MAY NOT BE TAFlNAL GRADE BUT FULL RLIEDIN
AREASDORMANT (T ARE TO
FISH DORMER MAN JO DAYS PERMANENT STABILIZATION STALL BE APPLIED TO
AREAS THAT ARE TO BE LEFT DORMANT FOR MOREACT MAN L B YEAR.
II. ONCE OL SITE /5 EROUGHCON GRADED AN CONTACTOR SILL BEGIN PHASE AS OF ME EN GUYT @SEDIMENT
CNGJIR PLAN. ME CONTACTOR CAN BEAN /WE STORM
NG ME CRUSES CURB AND GUER, AND ROADS
INLET PROTECTION AFTER
SHALL ALSO INSTALLED AS D SRAIR SEVER IS C SIDE AS
INLET PROTECTION SHALL
BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MALE EC NEEDED IF ME STONE flEVE
BECOMES RINGED MM SEDIMENT SO MAT IF NO LONGER AOEWAFEE Y PERFORMS /1ST FUNCTION, ME STOVE
MUST BE OR STI AWAY AND CLEANED MAP12 REPLACED.
11. RWAFLA"A SP INSTALL SEDIMENT ONE P ME
AND ME OFFISHMAP42E ➢NALL REMAIN IN
LACEPRIOTO M£
INSTALLADON OF ME OFFSYTE GAUGES. D TERM
SEDIMENT ED OBA SHALL REMAIN IN PLACE DURING MPLET ME
INSTALLATION OF ME OFFSET£ CTORES ANL MEN REMOVER ONtt MO I AND FARON IS COMPLETED AND ME
AREA STARLOSEDAME ME CONTRACTOR 4 SHALL USE ME INLET WILL E AND FIE SENIOR
DIVERSION TO
PREVENT SEDIMENT /ROM OWN ON TILE CONSTRUCTION AREA NFOR TIME SANITARY DIVERSION
INSTALLATION THIS
S IEFTACROSS
ME PHASE LOOS AS GROWN ON ME PEARS SEE SHE
FOR ME FlAND INSPECT R MIS SHEET.
I3 INJC£ PRASE III OF TRACRACDINN IS COMPLETE, M£ SIE IS STABILIZED AND ME INSPECTOR NETS AVER
APPROVAL, ME E CONTRACTOR
CAN MEN CONVERT RE SEDIMENT ME EROSION INTO ME PEDIMENT SENT FACI!/OY.
AT SUR DME, ]NE CONTACTOR CAN REMOVE ME REMAINDER OF 1NE NSM & SEDIMENT CONTROL
MEASURES R HIM A SHALL BE REMOVED MRWGHW N ALL PHASES SI CONSPUCDON, UNLESS ME
UPSTREAM
AREAS SINE MAIN ZED AND ROE INSPECTION L EB SURFS PERMISSION.
1A AN CONTRACTOR TEAT C SHALL MAINTAIN All REMOVING
C Y W MEASURES AS SPECIFIEDELOCAL
/N ME RAM EFOSW
AND SEDIMENT CINNTIX DANCE M I ME VIG ONLY MIEN APPROVED BY THE LOCAL PROGRAM
All TEMPORARY
IN ACCORDANCE MM IT NRWINIA EROSION AND SEDIMENT REMOVED
M HANDBOOK,
DATE
15 ALL 1E HE STAY EROSION AND AFTER
E CONTIX MEASURES SHALL N REMOVED MAIN 30 DAYS AFTER
FINAL BI1E STAB/ME RW ON AFTER ME 1EMPORA OR MEASURES ARE NO GANGER E DISTURBED
UNLESS AREAS E
AU UL FIND
OW M£ LOCAL PROGRAM OF ADMINISTRATOR. ME TAPPED SEDIMENT FERMI
ME OISNR ILIZ SOIL ASSETS
REBULRNG FROM ME 0/ION AND
OF TEMPORARY MEASURES SHALL BE PEFMANENILY STABILIZED TO
PREVENT SUMMER EROSION ANO SEDIMENTADON.
IA
TAURI
TART: 3.1PA
.LCLTPLRm2 reMWORARY ASDFNO PLANAR, MAWRW8
ADIFEN VES USED MR IMST
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/SEMINOLE TRAIL ENTRANCE SHALL AND l \ PWNGE POOL WITH SEDIMENTTRAP AND ITS OUTFALL AT ALLTIMES / pROPO5E00NSRE LIMIT50F (
L L FUNCTION ASTHE CONSTRUCTION PROPOSEDa.a\ ss"PVCRIOLWI E
-g DRAINAGE ARE VAIEkOBIE WIDTH PUBLiC RIW PROPOSED LIMITSOF \ WIDESTONEWEIR \ FOR SAFEN.INSTALLSIGNSAROUND TRAPTHAT/ DISTURBANCE= o.56ACRES I ¢�.ENTRANCE FOR ALL THROE PHASES OUTFALL DETAILS,SHEET4 READ "DANGER, QUICK SANE, DO NOTENTER' /
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E&S MEASURETO BE UTILIZED FOR / / // / / / / �' rl 6 U w p
S THE OFFSITE UTILITY WORK ACROSS / NOTc�i RIY✓ IVERSIONTO BE \ "' L D u a a ES
THE EXISTNGPA�D PARKING LOTS ////PROPOSED LIMRSOF DISTURBANCE INSTALLED ACR055ENTRANCE \ • / / — / SILT FENCE TO-_�\\ // C O E E LL
ACRES \ / I // _// �ENCOMPASE J J g i4 TO ENSURERUN OFFIS / -- — 'y /'' '-_-_``\` FI - v
/DNERTEDINT SEDIMENTTRAP �iY--- / /STOCKPILE / 0 ,�, Re p SC
/ / PROPOSES LOCATION / LOCATION � p E a a
/// OF FUEL STORAGE/ TS DID ,\ PROPOSED LIMITS ISNRBANCE&�' > m
/ `. _-� - SILT FENCE COINCIDES WITH EXISTING z LL t
' NOTE: THE FUELING TANK SHALL BE COMPLETELY PROPOSED WPSHRACK S, _ — - / W p E
SURROUNDED BYq x'OEEP, x'WIDE EARTHEN TO OUTFALLINTO \ �1,X^I�i/ '-PROPERTY LIN
\\ BERM WITH A HEAVY MIL POLYETHYLENE LINING. SEDIMENTTRAP \ -{"ri� / v _ —
'
/ _ LLL
/ uvwEN cowmv a K - -� —�- _ — — LOCATION OF i
i THE PROPOSED BERM SHALL TRIP fit-1b4 &�--:�. — PROPOSES F
SHOULD IT BE SPILLED, SPILLED FUELSHALL NOT DUMPSTER,
BE RELEASED OUTSIDETHELIMITS OFFER
n _'— — — �%
CONTAINED FUELSTORAGE AREA. CONTRACTOR m NNN PO
SHALL ENSURE THE BERM VOLUME IS OAK LARGER Aw (PUT //' �'-- - _PROPOSED /-ql
THAN THE MAXIMUM VOLUME OF STORED FUEL. I� _ ,_ - - LOCATIONOF / _ _ J - / _
CONTRACTOR MAYALSO ELECTTOPL4CE THE i' — 20NT¢XCTORPARKINGI _ AORTA -POTTY
STORED FUEL IN AN ACCESSIBLE DUMPSTER. PROPOSED x'DEEP GRAOEODEPRESSION, N- _"�i`=$BTAGINGAREI�
' WITH A RUBBER MEMBRANE LININGTO _ ' — _ _ — — .
PREVENTSOILINFUTRATION, SHALLBE '— — — — — — -- - pROPOSEO \ \ _ ^// �� ^ n \
USED OR THE CONCRETE WASH OUTAREA. LOCATON OF \ --- / ',` `
•
' — -RAINGAUGEij/�
eedimns Tmp Design 1 -PHASE I DRAINAGE _ / i- // /' - ?
PROPOSEDOEFSo ACRE OF - _ / ��
Imma•t..1cm)p) are( Eisn1RBANCE-oseacREs - - AREATO SEDIMENT ���//�/- ------
,m9 Wlumc: ,..... - ■ _ TST�S}�-�/ _ TRAAP=o.GgAtRES-
Meau9glnl me ls9 a.el9e �al9mslcvl ■ _ - _ 99
1]D 231 0 OA _ RECESSEDURNEES OF DISTURBANCE ® J_,.fl���-¢� - _ _ � •^/
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17
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4`7S 020 11is 4J0 PROPOSED ONSITE LIMITS OF 0 . \ am / _/ /"-/ Z '`-
IA 7e3 1.Sm S0.) DISTURBANCE 0 _ / ._ \ \ \III - - J ////i _ 7 C,
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IE4 1123 2.w 919 /// _____ M _5
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4)45 1a03 3.006 1143 p,� ® CONTRACTOR SHALL RGEALTsIIF FENCER TREE \ //III -£�J / / / m f
rwnr /
os use a.Ta Mo.t T" / 4s m
// I I FENCES AL ALONG THE REAR FTHER SEDIN.THESILT // I '� / // i/ N N Z f
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M alwe -_ ��., IS CONVERTEDTNIAN IN PLAEMSWM FACILITY&THE ESC
pe nyirtllglleT'al ae.3 -- INSPECTOR HAS GRANTED APPROVAL OFITS REMOVAL. /
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t a a eM. at mp uep aimemau PROP05ED�12" TEMPORARY PERFORATED RISER TO II 111 111 II \\ \ \ \ \ \ \ \ \ \ \ \ �• `D�iN GE DIVIDE / _---- I \ o .dal F E
v CONNECT TO EXISTING DROP INLET N1TH PERMANENT 11 I \ V A \ A \ V A\ �A V 4opA A �1 A 0Lu F
12" HOPE. INSTALL S' OF THE PERMANENT 34J1 LF—W W v W I - > -
�OF 12" OUTFALL PIPE FOR TEMPORARY OUTFALL \ \ ` / �SDg \ `TMP 61-134A "`. o
PROPOSED RIPRAP PLUNGE POOL AT SEDIMENT TRAP FROM SEDIMENT TRAP. ���/ \ \ \ \ H�T weLw^Lc awm nxo Teusr cw.rPnxr V [W. 1
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\\\ c.amm s� P�soe C, ]� OUWALL N1TH TEMPORARY PERFORATED RISER. INV. IN AT INLET - 466.19 \ \\ \ F O
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E&SMEkRJRETOBEOFOR /
ACROSS
ENSTIEUTILIWORK
THE IXISTING PAVED PARKING LOTS //PRC
/
NOTE: THE FUELING TAN K SHALL BE COMPLETELY
i'
SURROUNDEDBYAz'DEEP, i WIDEEARTHEN
BERM WITH AHEAVY MILPOLYETHYLENE LINING.
THE PROPOSED BERM SHALLCONTAIN FUEL
SHOULD IT BE SPILLED, SPILLED FUEL SHALL NOT
BERELEASEDOUTSIDETHEUMITSOFTHE
CONTAINED FUEL STORAGE AREA. CONTRACTOR
SHALL ENSURE THE BERM VOLUME IS w96 LARGER
THAN THE MA%IMUM VOLUME OF STORED FUEL.
" CONTRACTOR MAY ALSO ELECT TO PLACE THE
STOREDFUEL INAN ACCESSIBLE DUMPSTER.
--
/
/ DW MIN. OF THE EXISTING ASPHALT \ ( PROPOSED RIPRAPA I I I /
\ \ PROPOSMENTI P SAFETY FENCE ENCOMPASS / I I /
ENTRANCESHALLCONSTRUCTION
ANDUCT Ai\ PLUNGE POOL WITH \ /
PROPOSEp \ SEDIMENT IMP SIGNS OUTFOUNDTRA TIMES / Y PROPOSED ONSRE LIMR50F 1
FUNCTIONASTHECONSTRUCTION aYPVCRI5HESEEET4
FSRELIMRES WIDE STONTFAL \ \ FOR SAFETvANGER, UICKS AROUNDTRAPTHAT/ " pISTURBAN<E=a. A
ENTRANCE FORALL TH EE PHASES \ DETAILS, SHEETy -ASSACRES
=a.yd ACRES 4 R OUTFACE \ \� READ"DANGER, OUICK SAND, DO NIOlTENTER' / I I v C
Q'� \ W W WT�' SCOTf R Y.
- - I
_ a ^
O _ _ ■�7 / / / / I �" \V I c
/ I ■ � �� f
■ — _ � � -_ -fit _- _hl '�`\\ 1 \ /
�' ■ ♦ AA � _ -PROPOSED -oFFI�/ A \V�V / T
\ ST1 _ 4HIGHx6y LONG y� 11 / I � 111 B 8
\ .;� 1111 / IF
TMP IS
61 129 / �?
-NEY >flpNTq xc / m
rvoTRrW NERslory roeE \ PHASE II DRAINAGE
NRBANCE INSTALLED ACROSS ENTRANCE
TOENSURE
\ / / SILTFENCETO -
l:rvsuREauPIs / ____ AREATOSEDIMENT EICOMPASs
\ •
DIVERTEDINT SEDIMENTTRAP TRAP=o.69ACRE5 /STOCKPILE
\ / ` PROPOSED LOCATION / LOCATION
\ / OF FUEL STORAGE/�- ` w
PROPOSEDLIMITS ISTURBANCE&�'/
1 V �. ^ _ / - SILT FENCE COINCIDES WRH EXISTING LL `
'PROPERTY LIN / W S
TOOUTFALL INTO y� / i' °
SEDIMENTTRAP \ j'r N� ir,T / / `� _ OP / F
4 •�`..-emu _ f- ROPOSED /
/ IMP 61-134 it ll,i - LOCATON OF / / �¢8
avnuER camTnr anxX - yl /'�Y _DUMPS!
/ - /\
Oa.3 No 'Co"' — DUMPSTER s) _ -
IN an Pp 2e8 (Pup _ '" 4BB� \/ / — _ ,\
CB ba Pa Tse (PUp PROPOSED-
/� — LOCATION OF////,• -
PR POSEDi DEEP MEMBRANE
EMBR NE LINING
T SORT
PREVENT RUBBERRMEMATION LINING TO-
PREVENTSOILINFILTRATION,SHALLBE
_
USED ORTHE CONCRETE WASHOUTAREA. _ _ / 4i ____ _PC OATI
- ON OF
IN GAUGE
DISTURBANCE =a50 ACRES
PROPOS DUMITS OF DISTURBANCE ----_ — — -- , n ` 2.26 ACRES V _ yq� __ 1 \ ; // / / \ 3
\
PROPOSED ONSITE LIMITSOF
I�L� - >--3gssLu J
dWnape vea(W.)(FIN D.ta {{ - �� _ ___\ I / O 8
bsp Vol.'. sn. neam - / I
slmtlon lRl anslaD wwlW<D wlumy<Y) a.�'a • �' - _ _ '�> Y \ V i t l / J H
MANAGED \ /
490 95 TI 37 I -'l - % 11 V v �EEPSLOPES
1IaB43 gas so pM2 IN 30 131 .�mj
TT 21A r\ �AINAGEOIVI�ITYP.)
Z P
l.]Ifi 1
I`
�1AP 61-134A \\ o 41
VWB.wD musT CIMPANv v\ /
°48IN � Phaso sl v / F. J w r
we: xon I I \ \ I \ \ FLOWDIRECTIOry \ \ \ \ \ ccOOIY // O
'.w: Flonge reyi2d l<YI (fiT•DA1 10J \\ \\ \\ \\ II 1\ i \\ \ ARROW jFYP.) \ \\ \ \ \\ \ O� // ¢ a Z Y
Eollwn of stone.,HD 4615
we13102ge pWrktl 311M5 eleTeliM `CYI 107 \ \ \\ \ \ \ \ \ _ -J \
V v V 1 v A v vv �� A V V v vVo A /� 111 O 0 1
abpe of wet storage ®Ides 11 \ \ \ / TMP 61-129 \ W U
Wab lB,h IIU(axDA) 20 I 1 I 1 / / \\ \\\ N/F 4c RANI, Pa�Eems,'NC � \ \\ \ \\ I _- _ JG 1 (n ?
ary storage mnpm of3rap Ne.albn Ml 4`r j I I / / \\ GRAPHIC SCALE \\ mass Pc eu \ \ \ \ �\ I 1 -_ µ( O
&rystorage nxpimal<Y)eT•M) 10.7 bottom Rap BIT.. aka' I / \ \ � I .�-i Lu L E
W w
<ml ab.tmWeKIDm ir s9:110 w9daKhMNNoR (1) 4a1
W atard9a pL'AEeEM MS alvNI 4:4 10.7 I ANBRE, lDam (n) =' AV A A\ AV I 1i/i'/ F ^'1
alapeol s sMs 1:1 lap N,p_soFersloaa Imir \ \ eBee)
a i
Od
EROBION&SEOPIENTCONTHOLLPAEND • / / / / / """ b \ , z = i
-PROPOSED 2' WIDE-- ----_--- ______ _ _ / ____J
_STONE WEIR OUTFALL-- - - - - - - i _ PROPOADi WIOC/ // �/ _---- L F a d c
o e c'p m�enw a.m — _ - - -
--L---- --�, _ i' "/____= STONEWEIR// r� ----- UL W
NmavC[ _ . ST /.OUTFACE NIJ� �CO� / / / b 2 � a W
OattTFFNLE ].65 ___ .� d1 v n n—a—a n v n , O o4fi vRaLECFEi aro _ �• _ _ - \�°-°-.-- —e - .�s..n -.-.-. n ^ - C7
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10-
1� ].11 _ --57 ,_-------- — -._ TS - —
_
RaWDR,W. — — -- _
D,WaWW,aa� _____ _ __ —_--- _ _
& . a , _ -- —
SNDNeENT --- — d—
Qk R �■�� / ^d/1-Y w rl 1 / zR RlvabP am /i/�� _ 3n I`.7 � /� � L�}— �� 1/ ___ —^—^_w ________ �G, �� •
/,�//� / ^1 w_ � ___ _______
�rovARvo-xrnva vl / / P a "_- ___y -
FEawuavTa�uwo ass TI �l� // /�/ - i.
Q — ,RFFPAOTF<,roY ]]a / / / "`\\\\=�������� ' ...L iiPP" 192036 `
__� 1 // DRAINAGEAREAGHAPHIC , E `s
OO o TW tt W i \J 9 NOTE: SEE SHEETSFORDETAILSON TOSEDIMENT ws
seDIMENrrRAP»a TRAPI-o.16 AC p • 2L2p'
rvoTF //� e o y/ "TNOTE: SEDI NTTRAP FTO BE INSTALLED PRIOR
AFLFIMFPNE
NOTS
,_ P
RMETATVELIOAPMALA / / / /\ TO THE INSTALLATION OFTHE OPSITE SANITARY Y.FI No
b
ALSDINOCOMPLETILS /,% I ( IN P�F.T) SEWER AND SHALL BE REMOVED ONCE THE SEWER
WCL- 10 B WORK IS COMPLETE AND THE AREA IS STABILISTD. / // 5
R€
NOTE: CONTRACTOR SHALL ENSURE AN
ADEQUATE GRAVEL OR PAVED CONSTRUCTION
ENTRANCE IN ACCOROANCC-TH MINIMUM
VESCH4ANDARDs. COHEIRUCTON ENTRANCE
SHALL BEA MINIMUM OF n'2 AND SHALL
b
REMAIN UNTIL APPROVAL TO REMOVED IT HAS
/
r I BEEN GRANTED BY CIOOT& THE ESC INSPECTOR
/ /
1
U.S. µCUTE 29(NORTH3OUNCH
I I.W MIN. OF THE E%ISTNG ASPHALT \\
( \\
\\
(
/SEMINOLE
`.�
ENTRANCE SHALL REMAIN AND
L-QMITS
TRAIL
VAIEigBLE WIDTH FUBLIC WW `SEF
FUNCTONASTHECONSTRUCTON
\ PROPOSED C
SIo56TE 1ACREs
_
LANCE OFFS\ENTRANCE FOR ALL THREE PHASES
ACRE$
DISTURBANCE
Z W
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d
DISTUPROP
DISTURBANCE =O.SB
#�
W W
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vv
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-
ROPOSEDFIL
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p
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ONERSIONSEE
DETAIL SHEETS
wroCxpe
FILTREXX RUNOFF
/
PHAS
E&'MEASURE TO BE UTILIZED FOR
/ ,
d THEOFFSIreunuTvAt
•
AREA
THE EXISTING PADPARKING LOTS
-
PROPO EO LIMITS OF DISTURBANCE //
TRAI
..,ACRES PROPOSED R wNDECNBR
NPIFOER-M
_ _ /'
-
/
/
G TO DIRECT
_
\
/
i
POOSED
LQCATIO
�Rnv o xnox
INTOMyDEERTENFAR BASINB
ST
NOTE: THE FUELING TANKSHALL BE=LEETELY
SURROUNDED BYAx DEEP x WIDE EARTHEN
/'
/
PROPOSED WPSHRACK.-
TO OUTFACE INTO
\
"`�-�
MU
1
BERM WITH A HEAVY MIL POLYETHYLENE LINING.
/
/
SEDIM ENTTRAP
��
l
THE PROPOSED BERM BHALLCONTNNFUDL
/
/' TRIP 61134
FWPossoxs vnoe wqq
i
--
----
ISHOULD
\--�"—
ITBESPILLED, SPILLED FUELSHALL NOT
nc oci ceccnn ttnciuc uitt nciuc
/' wveu[R cwxmv euix
OB SR)PoN
cFTwnNpu eRpvg®
FILTER FABRIC YNUEPUYNH1i
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Wc. No. 0359813
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IF
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/TRIP 61 129-
NY.0 EW INC
xe
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i
PROPOSED LIMITS ISNRBANCE &��'
/
axROew
_ SILT FENCECOINCIDESWITHE%ISTING
--PROPERTYLIN
//
_
am.
a
PROPOSED OFFSITE LIMITS OF
DISTURBANCE -o.58 ACRES
PROP05 OLIMITS 0F DISTURBANCE — -- - ---
2.24ACRE5
i
_`--_—_--_ �� PROPOSED
-- DISTURBANCE=o.56ACREs l\ _—u��
7�R
� —196— TP / � III
/I / /II
NTRACTOR SHALLIFlSTALLSILT FENCE&TREE / �/ / / / O OTELTIDN ALONGTHEREAR OFTHE PROPERTY. THESILTICINCE SHALL REMAIN IN PLACE UNTIL THE SEDIMENT TRAP J F `
-f1' / J
_ — RANTEDAPPROVAL OFI V � _ / /'�'/' Q i
� 5W ~
_ IS CONVERTEDTOAPERMANENT MFgCILNY&THE ESE
INSPECTOR HASG T5 REM0 AL. / 1 LL> ;
- �
LV z
Eu
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F- L
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DD AINAGEDIVID (TYE)
C h V A
Z Q Q D'S g
AMP 61-134A --- - S Z Z €
Tµ¢ BRAB AND BIN. C&
v G U U
A�EaR �wrrt,Np c,an sN BABY
\ /
FLOW DIRECTION
ARROW (fYP.)Lu
ul W Q a
TAP 61-129 A \ V A� V DOm
NAas Fvxn F. InncN. INC A A V A _ _ i
/\ \ \ I I --- ` CC Lu
U)
/ \ % F
PROPOSED i'WIDC/ '§ C / I // I / /�ii' F L = z
STONE WEIR/ - - d
OUTFALL kbi' / e z W _ \\ _ R i // /%/�/' C w
Lu
--n-----
--- J
IE
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-r - — --
/
-- -—u—rr i
J \
NF.
iICU
DRAINAGE AREA ' a ---� 192036 s
—GRAPHIC SCALE %(
5 TO SEDIMENT ( IvI 5 - - // / / / I SCALE
a NOTE: SEE SHEET FOR DETAILS ON o w m
SEDIMENTTRAPNx TRAP1t4=o.16 AC P / / / I E .✓ 3'=30'
r \y ------
'NOTE SEDIMENT TRAP x TO BE INSTALLED PRIOR _ \ D // / / / I />o
TO THEINSTALLATION OFTHE OFFSITE SANITARY [ fi / (a. —_// / j I / F.EET NO.
9 / SEWER AND SHALL BE REMOVED ONCE THE SEWER �"
WORKIS COMPLETEANDTHEAREAISSTABIUUD.� / /' \ ]inch= 20 f4 `��\` // // // / 6
SECTION 5
4to] :1►IFiUd/_llIa:tLVi/_1►ETA a►IFiIa►k9»_1►
L /V Va RAPHIC\ C \ / \ Pre-DevelDpmmtt lmpeMoua Area wmmary
wnartaA
Parkn8 Aides
�
0
( ala SO
l
/ E x6 = eB ax,
a.yRaU.ImNDUN9l
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t, l \ W—�tW/
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—
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sue' ��raa .a ira g I i � vvI vvv � VAvivv � / /
�apvke Nrms,m"cPnaI "� �--_ \ /
OF
475
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PaNDA
mUN i� a TN ,�,
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BA 0 MI F
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lee
1. Ana wmm Fee canaee L. w<n'n 9a ma 5x ma:a \ ♦ a"� ♦ a.F _ \ /
Y a 2% t t mn6nt All III mut ♦ \
e nppr...d by 9 9 nee. A 9mtwd en9 Flex a \ \ \ `\ 1♦ "\ \♦♦ ♦ n Oe
\\ \
Mbe preen) culeop conest-acki of time \ \ \ \ \ \
2 Ppe and Wder Joint,to be tenant athn nmmwtn V A --_ ♦ A V A AV A A j //
B car NOT,.r - w a.b. wrl.1. m F. enn \\ \\ _J
b pwmanent et. -Bow, mak-E-1 fxEte6 <mwreon sot \ \ \ 1 \ 1 "" //OF
to lake wade umll he vita ie rtmiuee, and pmmlatlon he. e.e OF
\ 1 1
,stoma 6dm me Wunny momm.m4a m oolOn,
WATERSHED SNNINIARV FOR SOBAREASA & B
cn nrea, I -rear Row, x-ysar flow. 1lVyear Now.
au Ks Of,
DAA&BIWaD.e.l 57 0.]B 0.13 0.34 1.33
ON
Pma, 1-rear Flow, 2-yearOf, ADFbw. lbreFlow,----"'-
AN,nF ea
DAAIPort-DAA; ODi 0.10 1.36
66 O.N \ \
DAB Paid, be 7
6 0.24
TOWI 69 0.78
NOTE: UAlamut initialNthwu UGDSyem'A',anatlanmWed OML WWndan Ba.in'B'
CDONL4mBALgEMABLE
OePnveuafGmmmltlR,.l WWsm
coustrudi Record EfrgWidap (As -Ill for VSW
Tan following u a list of NIfOLd. m"Pired ON caosvu mOPPard drewiog9 fm
abdmwenrbcuinea (hit Winer PwnctlwQdioeDtt l>-022). hup 7 .hale Madder
amc(ian ruorddmwinBeePrcpared by mmeone odkrdFan Wedesigrrer. Plweda rod
PmVlde dealgn drmvingr as Cdr.Im[dion re[arddmwmga.
A. Ae,a meevei Pmkeumil Melatthe Irepuidg AN, Ademrvgm.
B. The u'nal-. a141 dowe -bead PeW^N me 8 r6e"rl .head
C.The "f Jl ued rn exh MLry ep 'rpxe" rswL mveri(y
PMwead healve a Mn me [mete LI VNW m. FUBowiw:
1. WpN Re[' end Rwm®aPn ! PPo nGwed6eh4nB- IutlioB Unmraraiar.
2. VWm HPe d...AYPw Bo dl IEIe tlle.
3. Vp Lwatl A gw coAm fWlfacID
G. Veellltl DrWug.Ama Pot mcerwyew 4d a"e finerti"age debeho llae.
f. cmren-al-d lava lop"paPLnrurraa (mall wmeoaa.0oo. Pool. a6rvlaaclum.swvey
Efu¢nknoLd Fnm. en0-- ^ile vvJy FinaanlummwFua®8¢ cm¢timem.rbrmuiM
ym.ImNwedm WLty, .
6. PmandW®melra.
I. Pmeend a Lyw Ff Had aBao—, Fdfn.B4,WMe"a1MWupaYP,andt Gy4y Me
The W H-th,'Mande mvcmrm, al haplrt NAWW Le.mmnWe, iolenmem
iWnkwwNA LpFILati®,tli8, -E a. elevee""Wa Weft USIDIF
e. CmP.Yf"'Andeu. IPS mvieti"oc fiNwUt POND,pmvi'e eeam]c"mFinadwvve,ityivglm
Deb,F Leop dwie way.l.mdemlka Now POND,
9. en F. rePlar LhedwvWdb]IaeYw WeI1 NNALm ud [hannely. vuluAng ryybY
M IShe, I PIAWNL 10.A",..-Shox'v1-FLOW. f lovi data, of rtlatomlabJei. Fx'llltle. maarYvye
11.ca.L te v+um Pl.nm ..rtm.nn. 'main wp.e dr L.Rwma a.dNmmN.
a.Lar.0 nhimdrduNr mMrwaaxbw-DHPl.rmemwawxelo.e' ado WNIway
po.ivions ¢atta BuerMJ. i.IWad Wetyp0.lmdW meappueemaamavm4.«mp.Mm
ins a.
I, MawSAnd!
imeAy vaaalan.M, bywan."IpmemYMhamwie).
.m
tlaLy-Ad!VI "ga'emre,dark, dmblNtaealeml
¢mfinawc Bafilmhanke make te®eppwMl And
And, 13. AmarMr-.Lowlmaaam.vn. M.ar,eartad..®mLm.ia.de., r2,...PPv[.6h
IS Maa�[Lvve orel6otlwefm WogieWyBF@'awa®f5in{roppq ioNWamm'fimaamtia¢.
PROPOSED UPIMPOVvE1MENA.M[SsToFRanMwANnAeGaFMnEANTaGEnWMExTR uNCOsneroEMsWfHB drEnIEBS�RROU]RTM
Ems
EsRPOLITY RunaTMoWA ¢ryUIRMEma ESDVEWPMAREMEHROUGHTHEeESMEMENT
PRAMPE RIRRAUNG NUTRIENT CREORO. A MINIMUM PROOMOROUO Rn1 RATE OF FOOD bably, IS
PE
EQ RED. THE DEVELOPER WILL PURCHASE NUTRIENT CREDITS PRIOR TO THE ISSUANCE OF A LAND D6a9 1URNCE
THE WATER
PROPOSESIEW ODEVELOPMENT
HAS
SSONE CO ITSUSNAGE A CIONTR OTTS OUIFALLIS DIN4TEO INTO A MANMADE
STORAN(SUBMEAS A e B) MEETS M INIMUM CHANNEL
O FLOOD
PROTEmI RRE EREME BUT FORTH IN 9 VAC 259NCW. SUBAREA A RF¢NES ATTENUATION VIA
UMDER
1, ABU IS TIED
EM osnaoudid,WDrEFmory eosin aLmmRSYNCHRONIZED. EFFEEnoN�BASIN A MOULTED OUFEwws ARE
CanpuANT WITH MINIMUM mums R. RE¢M`aEMENTS.
/ � GRAPHIC v�9CAI;�
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Area wmmary
y9YJ H
1,1W Ff
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5,000 sf
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/ _ — -� / \ � IfI 35
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Pre-.. Post-Dev. MEOlotlof9VAC25,870-66 Metlwd of 4YAt2i020.66 MetMd of 9VAC254871I Meantlaf 9VAC258Nfb 5�
wbM SLIAN. Chanel ProtecOM Ca?{Aiance Limits of" kinds to, COenMI PDrectio, Fboa Pry4 ion ComdiemR Limits of AWand, far Flood Protection /?/
A&B I A&0 Section B.3d )Energy Sa Mal N/A (thirty Ba4nce Satisfied) Section CID 110ry0 Past Flow Pre Flaw) N/A 110 Or Post Fbw< Pre Flow SatiWietll /
J
PU51-UEVELUYMILNI SIUHMWAI[RMANAbI:M[NI PLAN SHOWING WAI[H UALLIT UMII5
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THE STORMWATER FACILITIES BE MAINTENANCE EASEMENT PLAT HAS BEEN RECORDED IN DB.5485' FG.390-3E
THE STORMWATER EASEMENT AGREEMENT HAS BEEN RECORDED IN DB.5490, FG.350-356.
THE STORMWATER MAINTENANCE AGREEMENT HAS BEEN RECORDED IN DB.5427, PG.683-691.
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METRO -
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8OD o0
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DFISRIS CAGE '0ir'f°"T
MCILREG SEPoES TRASH FUCK
A.B.xxNnu
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BICTINNEEILLED
AS FrIGNSISM,
PAC JLNSIMEPPCTIaNcmIAxmETMONmezaEZlu�azRrmOLTm�YRm mmmxTNHNINCL
aouEru�vFvonxw TImnm mry Trs xnT U®va
WHO, L
UNDERGROUND CONCERNED ND OETENTION* EOSMMMIxIMUMTRENp BMCKFILLREQUIREMEES'.
I THE TRENCH SINGLE RUN OF W U PIPE ISTR. NNANM HAVEA' WmETRECH
WIDTH EIIY WI EEE DRINK I5•HVNNM PIPE HUSEXANDTHEII"RIP
SEEM PIPE v NUND4TIOH STAND EARNEATINImG.aSiMIIUERFWICnoms FILTER E9RIcmTx.awlinBNE
5 THE TOP OF THE PAR SLOPE SHALL BE DESIGNED WITH AS OUNCE FILTER FAREACCUM,
6. SAYEXVECS UTABEE CUT BANKS THE NISSAN ELAES SHALL ASBRDENAPOVE THE POP LAVED i I LYNCH CLMH,E r WO O MEET AS MANUFACTURERS REQUIREMENTS TO PREVENT RDATATION AM ENWHEIPE O
INTEGRITY IS DEAL REEMEN ED
7 A MINIMUM COVER OF IDS S HOUI RED MORE TH E CROWNSF TH E HP YEOENI rI FESnDEGWUXO g Ob�h
DETENTION SYSTEM PIP NEED mwviis°HD WL UK THIS xEMmxaoomonaLoARE
STR:2 MODIFIED a OR lie«
VDOT MH-1 o�I G, aa.. ..
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8
SECTION 6
POLLUTION PREVENTION PLAN
A. Plan showing pollution activities and prevention practices
SEE EXHIBIT SHEET.
B. Sources of Pollutants, locations, and prevention practices
Pollutant, or Pollutant
Generating Activity
Location on site
Prevention Practices, Control
Measures
SEE BELOW.
C. Sources of Pollutants, continued. Common activities and minimum control and
prevention practices
Pollutant, or Pollutant
Location on site
Prevention Practices, Control Measures
Generating Activity
Follow Erosion and Sediment Control Plan.
vK
Clearing, grading, excavating,
Dispose of clearing debris at acceptable disposal
and un-stabilized areas
Land disturbance area
sites. Seed and mulch, or sod within 7 days of
land clearing
Cover storm drain inlets and use drip pans and
Paving operations
Roads and driveways
absorbent/oil dry for all paving machines to limit
leaks and spills
Concrete washout and
Current location and detail
Direct concrete wash water into a leak -proof
container or leak -proof sediment basin that is
cement waste
shown on PPP
designed so that no overflows can occur
Enclose or cover material storage areas. Mix
Structure construction, stucco,
paint indoors in a containment area or in a flat
painting, and cleaning
Structures
unpaved area. Prevent the discharge of soaps,
solvents, detergents and wash water, paint, form
release oils and curing compounds.
Dewatering of sediment
Water shall be filtered, settled or similarly treated
Dewatering operations
basins
prior to discharge as shown on plan.
Designated area shown on
Designated areas for material delivery and
Material delivery and storage
plan
storage. Placed near construction entrances,
away from waterways and drainage paths
Material use during building
Building areas
Follow manufacturer's instructions. MSDS's
process
attached.
Waste collection area will not receive a
substantial amount of runoff from upland areas
Current designated container
and does not drain directly to a waterway. All
Solid waste disposal
areas on plan
containers shall have lids and be covered at the
end of each work day. Scheduled collection to
prevent overfilling. MATERIALS NOT TO BE
BURIED ON -SITE
Pollutant, or Pollutant
Location on site
Prevention Practices, Control Measures
Generating Activity
Convenient and well -maintained portable
✓
Sanitary waste
Current locations shown on
sanitary facilities will be provided, and located
plan
away from waterways or inlets. Such facilities
shall be regularly maintained.
✓
Landscape areas shown on
Apply fertilizers in accordance with
Landscaping operations
plan
manufacturer's recommendations and not during
rainfall events
To be treated in a sediment basin or better
control as specified on plan. Minimize the
✓
Wash Waters
Wash areas shown on plan
discharge of pollutants from equipment and
vehicle washing
✓
Vehicle and equipment washing
Designated areas and details
Provide containment and filtering for all wash
shown on plan
waters per the plan
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 and covered at
the end of each work day.
D. Non-stormwater discharges
Discharge
Pollutants or Pollutant
Location on Site
Constituents
✓
Discharges from firefighting activities
Designated area shown on
plan
✓
Fire hydrant flushings
Fire hydrants shown on
plan
✓
Waters used to wash vehicles or equipment
where soaps, solvents, or detergents have
Wash waters shown on
not been used and the wash waters has
plan
been filtered, settled, or similarly treated
prior to discharge
✓
Water used to control dust that has been
filtered, settled, or similarly treated prior to
Dust control shown on plan
discharge
✓
Potable water sources, including
Water sources shown on
uncontaminated waterline flushings
plan
Routine external building wash down where
soaps, solvents, or detergents have not been
Designated area shown on
used and the wash water has been filtered,
plan
settled, or similarly treated prior to
discharge
✓
Pavement wash waters where spills or leaks
of toxic or hazardous materials have not
occurred; where soaps, solvents, or
Wash waters shown on
detergents have not been used; and where
plan
the wash water has been filtered, settled, or
similarly treated prior to discharge
✓
Uncontaminated air conditioning or
Designated area shown on
compressor condensate
plan
Discharge
Pollutants or Pollutant
Location on Site
Constituents
Uncontaminated ground water or spring
Designated area shown on
water
plan
✓
Foundation or footing drains where flows
Designated area shown on
are not contaminated with process materials
plan
such as solvents
✓
Uncontaminated excavation dewatering,
including dewatering of trenches and
Designated area shown on
excavations that are have been filtered,
plan
settled, or similarly treated prior to
discharge
✓
Landscape irrigation
Landscape areas shown on
plan
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.
E. Persons 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.
SOUTHEASTERN RETAIL DEVELOPMENT, LLC
850.660.1917
F. Response and reporting practices
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:
Ivy Fire and Rescue: 434-296-5833
Albemarle County Police Department: 434-977-9041
Charlottesville Health Department: 434-972-6200
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
G. Pollution Prevention Awareness
DEQ's Office of Pollution Prevention hosts a number of 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. 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.
29(NORTHBOUND) / / C� 22'x7o'MIN. OF THE &ISTING ASPHALT C PROPOSED RIPRAP PROPOSED ORANGE SAFETY FENCE TO ENCOMPASS /
MOLE TRAIL II ENTRANCE SHALL REMAIN AND PROPOSED ya\ \ PLUNGE POOL WITH SEDIMENT TRAP AND ITS OUTFALL AT ALL TIMES /�
L \ FUNCTION AS THE CONSTRUCTION 12"PVC RISER, SEE PROPOSED ON ITE LIMITS OF
NIDTH PUBLIC R/W PROPOSED OFFSITE LIMITS OF WIDESTONE WEIR \ \ FOR SAFETY. INSTALL SIGNS AROUND TRAP THAT. "� DISTURBANCE=o. 6ACRE5
�. \ENTRANCE FOR ALL THREE PHASES OUTFACE \ DETAILS, SHEET4 READ "DANGER, QUICK SAND, DO NOT ENTER" S
DISTURBANCE=o.58 ACRES \
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D PARKING LOTS PROPOSED LIMITS OF DISTURBANCE INSTALLED ACROSS ENTRANCE � / II14_/ �4 / SILTFENCETO %�
/ 2.24 ACRES / TO ENSURE RUN-OFF IS / �_ / ENCOMPASS \
/� DIVERTED INTO SEDIMENTTRAP STOCKPILE �Y
/ / / RO'P POSEDLOCATION LOCATION _
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/ 1 t S _SILTFENCECOINCIDES WITH EXISTING
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ILLED FUEL SHALL NOT / CAVALIER CWNMY BANK OCATION OF 1
/ W 527 PC 43 DUMPSTER(s)
E LIMITS OF THE - - -
LIMIT. CONTRACTOR / / DB 327 PC 228 (P"T) ( 486� 4' / -
DB 468 PG 06 (PERT) O
VOLUME IS io% LARGER / PROPOSED
JME OF STORED FUEL. / / _, LOCATION OF /
ELECTTO PLACE THE / I `- AORTA -POTTY /
CONYRACTORPARI:ING.
'SIBLE DUMPSTER. / `---- PROPOSED 2'DEEP GRADED DEPRESSION,( / ,( \ . � /
WITH A RUBBER MEMBIR ELININGTO /�—&ST-AGMG�AM, - O
/ PREVENT SOIL INFILTRATION, SHALL BE - • - - PROPOSED
/ /
USED OR THE CONCRETE WASHOUT AREA. _ •
LOCATION
/ if1f -- - -- -RAIN GAUGE
/ PROPOSED OFFSITE LIMITS OF —49�- PHASE_ DRAINAGE_
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DISTURBANCE=o.56ACRE5
—496 TP / \f 0 //// / ------
CONTRACTOR SHALL INSTALL SILT FENCfa TREE /I II - pw
// . PROTECTION ALONG THE REAR OF THE PROPERTY. THE SILT
. FENCE SHALL REMAIN IN PLACE UNTIL THE SEDIMENTTRAP
M15 CONVERTED TO A PERMANENT SAM FACILITY &THE ESC
I . INSPECTOR HAS GRANTED APPROVALOFITS REMOVAL.
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Nae \ AND 7RBM COpRANY i
® COLLINS ENGINEERING SWPPP EXHIBIT - POLLUTION PREVENTION PLAN PHASE I
DATE: 7/13/21
200 GARRETT STREET SUITE K CHARLOTTESVILLE, VIRGINA 22902 OFFICE: 434-293-3729 SCALE: 2"=30'
29(NORTHBOUND) C 22'x70'MIN. OF THE XISTING ASPHALT C PROPOSED RIPRAP PROPOSED ORANGE SAFETY FENCE TO ENCOMPASS
NOLE TRAIL / ENTRANCE SHALL REMAIN AND PROPOSED 2\ \ PLUNGE POOL WITH SEDIMENT TRAP AND ITS OUTFALL AT ALL TIMES
❑DTH PUBLIC R/W L \ FUNCTION AS THE CONSTRUCTION WIDE STONE WEIR \ 22"PVC RISER, SEE FOR SAFETY. INSTALL SIGNS AROUND TRAP THAT/m PROPOSED ON ITE LIMITS OF
`Q PROPOSED OFFSITE LIMITS OF \ENTRANCE FOR ALL THREE PHASES DETAILS, SHEETy READ"DANGER, QUICKSAND, DO NOT ENTER" DISTURBANCE =o.56 ACRES
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/ 214ACRES TO ENSURE RUN-OFF IS \ / i L AREA TO SEDIMENT ENCOMPASS
DIVERTED INTC SEDIMENTTRAP _---- TRAP=0.69 ACRES "STOCKPILE
PROPOSED LOCATION LOCATION
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200 GARRETT STREET SUITE K CHARLOTTESVILLE, VIRGINA 22902 OFFICE: 434-293-3729 SCALE: i'=30'
SECTION 7
II►Vil]_11:14DIVJ/_1%Ia:4.1
DUE TO IMPAIRED WATERS, COMPLY WITH CGP II A.5.b. CONTRACTOR SHALL PROVIDE
CLEAR DIRECTION 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.
3. A modified inspection schedule shall be implemented in accordance with
CGP I B.4 and B.5.
e Glossary ® Data 9 About ® Contact Us
How's My Waterway?
Informing the conversation about your waters.
Waterbody Report
• Meadow Creek
Assessment Unit ID: VAV-H28R_MWCOlA00
Waterbody Condition: Impaired
Existing Plans for Restoration: Yes
303(d) Listed: Yes
Year Reported: 2018
Organization Name (ID): Virginia (21VASWCB)
What type of water is this?
River(4.98 Miles)
Where is this water located?
Meadow Creek from where it becomes a perennial stream downstream to its confluence with the Rivanna River.
Assessment Information from 2018
What is this water used for?
Collapse All EI
Aquatic Life Impaired v
Impairments Evaluated
Impairment Plan in Place
1/3
Impairment Plan in Place
Benthic Macroinvertebrates Bioassessments No
Other Parameters Evaluated
Other Characteristics Observed
• Sediment Screening Value(Exceedance)
Fish Consumption NMAeeassed V
Impairments Evaluated
No impairments evaluated forthis use.
Other Parameters Evaluated
No other parameters evaluated forthis use.
Recreation impaired v
Impairments Evaluated
Impairment Plan in Place
Escherichia Coll (E. coli) Yes
Fecal Coliform Yes
Other Parameters Evaluated
No other parameters evaluated for this use.
Wildlife Good v
Impairments Evaluated
No impairments evaluated forthis use.
Other Parameters Evaluated
Other Characteristics Observed
• Sediment Screening Value(Exceedance)
Probable sources contributing to impairment from 2018;
Source
Municipal (Urbanized High Density Area)
Non -Point Source
Wildlife Other Than Waterfowl
Confirmed
No
No
No
Plans to Restore Water Quality
What plans are in place to protect or restore water quality?
Links below open in a new browser tab.
Plan Impairments Type Date
Meadow Creek Benthic Macroinvertebrates, Benthic Macroinvertebrates Bioassessments TMDL 2016-07-26
Meadow Creek Escherichia Coli(E. coli), Fecal Coliform, Pathogens TMDL 2008-12-29
2/3
SECTION 8
QUALIFIED PERSONNEL
THE FOLLOWING PERSONNEL ARE RESPONSIBLE FOR IMPLEMENTING THE POLLUTION
PREVENTION PLAN AND PERFORMING WEEKLY TOOBOX MEETINGS AND INSPECTIONS
ON THE PROJECT SITE:
OWNER
ALBEMARLE BANK & TRUST C/O BB&T PROPERTY TAX COMPLIANCE
PO BOX 167
WINSTON-SALEM, NC 27102
APPLICANT
SOUTHEASTERN RETAIL DEVELOPMENT, LLC
850.660.1917
DEVELOPER
VENTURE CONSTRUCTION COMPANY— DAVID BERRY
804.551.0394
PROJECT MANAGER
COLLINS ENGINEERING — SCOTT COLLINS, PE
434.293.3719
scott@collins-engineering.com
Section 9 - Signed Certification
CERTIFICATION
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of
fine and imprisonment for knowing violations."
Operator Name: TRAVIS MEYER
Company: SOUTHEASTERN RETAIL DEVELOPMENT, LLC
Title: MANAGING MEMBER
Signature: ��-
Date:
Section 10 - Delegation of Authority
Delegation of Authority
I, TRAVIS MEYER (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
SLEEP NUMBER 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: TRAVIS MEYER
Company: SOUTHEASTERN RETAIL DEVELOPMENT, LLC
Title: MANAGING MEMBER
Signature:
Date: 21 ,3 /t. /
SECTION 11
DEPARTMENT OF ENVIRONMENTAL QUALITY GENERAL PERMIT
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
General Permit No.: VAR10
Effective Date: July 1, 2019
Expiration Date: June 30, 2024
GENERAL VPDES PERMIT FOR DISCHARGES OF
STORMWATER FROM CONSTRUCTION ACTIVITIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT
In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the
Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of
construction activities are authorized to discharge to surface waters within the boundaries of the
Commonwealth of Virginia, except those specifically named in State Water Control Board
regulations that prohibit such discharges.
The authorized discharge shall be in accordance with the registration statement filed with the
Department of Environmental Quality, this cover page, Part I - Discharge Authorization and
Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions
Applicable to All VPDES Permits as set forth in this general permit.
Construction General Permit
Effective July 1, 2019
Page 2 of 26
10M.T 1
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
During the period beginning with the date of coverage under this general permit and lasting
until the general permit's expiration date, the operator is authorized to discharge stormwater
from construction activities.
This general permit also authorizes stormwater discharges from support activities (e.g.,
concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated
material disposal areas, borrow areas) located on -site or off -site provided that:
a. The support activity is directly related to the construction activity that is required to have
general permit coverage for discharges of stormwater from construction activities;
b. The support activity is not a commercial operation, nor does it serve multiple unrelated
construction activities by different operators;
c. The support activity does not operate beyond the completion of the last construction
activity it supports;
d. The support activity is identified in the registration statement at the time of general permit
coverage;
e. Appropriate control measures are identified in a stormwater pollution prevention plan and
implemented to address the discharges from the support activity areas; and
f. All applicable state, federal, and local approvals are obtained for the support activity.
B. Limitations on coverage.
1. Post -construction discharges. This general permit does not authorize stormwater discharges
that originate from the site after construction activities have been completed and the site,
including any support activity sites covered under the general permit registration, has
undergone final stabilization. Post -construction industrial stormwater discharges may need to
be covered by a separate VPDES permit.
Discharges mixed with nonstormwater. This general permit does not authorize discharges that
are mixed with sources of nonstormwater, other than those discharges that are identified in
Part I E (Authorized nonstormwater discharges) and are in compliance with this general
permit.
Discharges covered by another state permit. This general permit does not authorize
discharges of stormwater from construction activities that have been covered under an
individual permit or required to obtain coverage under an alternative general permit.
Page 3 of 26
4. Impaired waters and total maximum daily load (TMDL) limitation.
Nutrient and sediment impaired waters. Discharges of stormwater from construction
activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water
Quality Assessment Integrated Report or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit for (i) sediment
or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii)
nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general
permit unless the operator develops, implements, and maintains a stormwater
pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that
minimizes the pollutants of concern and, when applicable, is consistent with the
assumptions and requirements of the approved TMDL wasteload allocations and
implements an inspection frequency consistent with Part II G 2 a.
Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from
construction activities that include the demolition of any structure with at least 10,000
square feet of floor space built or renovated before January 1, 1980, to surface waters
identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment
Integrated Report or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit for PCB are not eligible for coverage
under this general permit unless the operator develops, implements, and maintains a
SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of
concern and, when applicable, is consistent with the assumptions and requirements
of the approved TMDL wasteload allocations, and implements an inspection frequency
consistent with Part II G 2 a.
Exceptional waters limitation. Discharges of stormwater from construction activities not
previously covered under the general permit effective on July 1, 2014, to exceptional waters
identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit
unless the operator develops, implements, and maintains a SWPPP in accordance with Part
II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a.
6. There shall be no discharge of floating solids or visible foam in other than trace amounts
C. Commingled discharges. Discharges authorized by this general permit may be commingled
with other sources of stormwater that are not required to be covered under a state permit, so long
as the commingled discharge is in compliance with this general permit. Discharges authorized by
a separate state or VPDES permit may be commingled with discharges authorized by this general
permit so long as all such discharges comply with all applicable state and VPDES permit
requirements.
D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all
discharges covered by this general permit shall be composed entirely of stormwater associated
with construction activities. All other discharges including the following are prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing
compounds, and other construction materials;
Page 4 of 26
3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance;
4. Oils, toxic substances, or hazardous substances from spills or other releases; and
5. Soaps, solvents, or detergents used in equipment and vehicle washing.
E. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit when discharged in compliance with
this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not
been used and the wash water has been filtered, settled, or similarly treated prior to discharge;
4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge;
5. Potable water sources, including uncontaminated waterline flushings, managed in a manner
to avoid an instream impact;
6. Routine external building wash down where soaps, solvents or detergents have not been used
and the wash water has been filtered, settled, or similarly treated prior to discharge;
7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred
(or where all spilled or leaked material has been removed prior to washing); where soaps,
solvents, or detergents have not been used; and where the wash water has been filtered,
settled, or similarly treated prior to discharge;
8. Uncontaminated air conditioning or compressor condensate;
9. Uncontaminated ground water or spring water;
10. Foundation or footing drains where flows are not contaminated with process materials such
as solvents;
11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations
that have been filtered, settled, or similarly treated prior to discharge; and
12. Landscape irrigation.
F. Termination of general permit coverage.
1. The operator of the construction activity shall submit a notice of termination in accordance
with 9VAC25-880-60, unless a registration statement was not required to be submitted in
accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential
structures, to the VSMP authority after one or more of the following conditions have been met:
Page 5 of 26
a. Necessary permanent control measures included in the SWPPP for the site are in place
and functioning effectively and final stabilization has been achieved on all portions of the
site for which the operator has operational control. When applicable, long term
responsibility and maintenance requirements for permanent control measures shall be
recorded in the local land records prior to the submission of a complete and accurate
notice of termination and the construction record drawing prepared;
b. Another operator has assumed control over all areas of the site that have not been finally
stabilized and obtained coverage for the ongoing discharge;
c. Coverage under an alternative VPDES or state permit has been obtained; or
d. For individual lots in residential construction only, final stabilization as defined in 9VAC25-
880-1 has been completed, including providing written notification to the homeowner and
incorporating a copy of the notification and signed certification statement into the SWPPP,
and the residence has been transferred to the homeowner.
The notice of termination shall be submitted no later than 30 days after one of the above
conditions in subdivision 1 of this subsection is met.
3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this
subsection shall be effective upon notification from the department that the provisions of
subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and
accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first.
4. Authorization to discharge terminates at midnight on the date that the notice of termination is
submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless
otherwise notified by the VSMP authority or department.
5. The notice of termination shall be signed in accordance with Part III K of this general permit.
G. Water quality protection.
1. The operator shall select, install, implement, and maintain control measures as identified in
the SWPPP at the construction site that minimize pollutants in the discharge as necessary to
ensure that the operator's discharge does not cause or contribute to an excursion above any
applicable water quality standard.
If it is determined by the department that the operator's discharges are causing, have
reasonable potential to cause, or are contributing to an excursion above any applicable water
quality standard, the department, in consultation with the VSMP authority, may take
appropriate enforcement action and require the operator to:
a. Modify or implement additional control measures in accordance with Part II C to
adequately address the identified water quality concerns;
b. Submit valid and verifiable data and information that are representative of ambient
conditions and indicate that the receiving water is attaining water quality standards; or
Page 6 of 26
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter shall include a signed certification
consistent with Part III K.
STORMWATER POLLUTION PREVENTION PLAN
A. Stormwater pollution prevent plan.
A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission
of a registration statement and implemented for the construction activity, including any support
activity, covered by this general permit. SWPPPs shall be prepared in accordance with good
engineering practices. Construction activities that are part of a larger common plan of
development or sale and disturb less than one acre may utilize a SWPPP template provided
by the department and need not provide a separate stormwater management plan if one has
been prepared and implemented for the larger common plan of development or sale.
The SWPPP requirements of this general permit may be fulfilled by incorporating by reference
other plans such as a spill prevention control and countermeasure (SPCC) plan developed for
the site under § 311 of the federal Clean Water Act or best management practices (BMP)
programs otherwise required for the facility provided that the incorporated plan meets or
exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the
SWPPP become enforceable under this general permit. If a plan incorporated by reference
does not contain all of the required elements of the SWPPP, the operator shall develop the
missing elements and include them in the SWPPP.
3. Any operator that was authorized to discharge under the general permit effective July 1, 2014,
and that intends to continue coverage under this general permit, shall update its stormwater
pollution prevention plan to comply with the requirements of this general permit no later than
60 days after the date of coverage under this general permit.
B. Contents. The SWPPP shall include the following items:
1. General information.
a. A signed copy of the registration statement, if required, for coverage under the general
VPDES permit for discharges of stormwater from construction activities;
b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for
discharges of stormwater from construction activities (i.e., notice of coverage letter);
c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from
construction activities;
d. A narrative description of the nature of the construction activity, including the function of
the project (e.g., low density residential, shopping mall, highway, etc.);
e. A legible site plan identifying:
Page 7 of 26
(1) Directions of stormwater flow and approximate slopes anticipated after major grading
activities;
(2) Limits of land disturbance including steep slopes and natural buffers around surface
waters that will not be disturbed;
(3) Locations of major structural and nonstructural control measures, including sediment
basins and traps, perimeter dikes, sediment barriers, and other measures intended to
filter, settle, or similarly treat sediment, that will be installed between disturbed areas
and the undisturbed vegetated areas in order to increase sediment removal and
maximize stormwater infiltration;
(4) Locations of surface waters;
(5) Locations where concentrated stormwater is discharged;
(6) Locations of any support activities, including (i) areas where equipment and vehicle
washing, wheel wash water, and other wash water is to occur; (ii) storage areas for
chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete
wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste
facilities, including those temporarily placed on the construction site; and (vi)
construction waste storage; and
(7) When applicable, the location of the on -site rain gauge or the methodology established
in consultation with the VSMP authority used to identify measurable storm events for
inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2).
Erosion and sediment control plan.
a. An erosion and sediment control plan designed and approved in accordance with the
Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu
of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and
sediment control plan prepared in accordance with annual standards and specifications
approved by the department.
b. All erosion and sediment control plans shall include a statement describing the
maintenance responsibilities required for the erosion and sediment controls used.
c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion
and sediment control plan prepared in accordance with department -approved annual
standards and specifications, implemented to:
(1) Control the volume and velocity of stormwater runoff within the site to minimize soil
erosion;
(2) Control stormwater discharges, including peak flow rates and total stormwater volume,
to minimize erosion at outlets and to minimize downstream channel and stream bank
erosion;
Page 8 of 26
(3) Minimize the amount of soil exposed during the construction activity;
(4) Minimize the disturbance of steep slopes;
(5) Minimize sediment discharges from the site in a manner that addresses (i) the amount,
frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater
runoff; and (iii) soil characteristics, including the range of soil particle sizes present on
the site;
(6) Provide and maintain natural buffers around surface waters, direct stormwater to
vegetated areas to increase sediment removal, and maximize stormwater infiltration,
unless infeasible;
(7) Minimize soil compaction and, unless infeasible, preserve topsoil;
(8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed
areas immediately whenever any clearing, grading, excavating, or other land -
disturbing activities have permanently ceased on any portion of the site, or temporarily
ceased on any portion of the site and will not resume for a period exceeding 14 days;
and
(9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the
permanent pool or wet storage water surface elevation), unless infeasible, when
discharging from sediment basins or sediment traps.
3. Stormwater management plan.
a. Except for those projects identified in Part II B 3 b, a stormwater management plan
approved by the VSMP authority as authorized under the Virginia Stormwater
Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a
stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or
a stormwater management plan prepared in accordance with annual standards and
specifications approved by the department.
b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an
approved stormwater management plan is not required. In lieu of an approved stormwater
management plan, the SWPPP shall include a description of, and all necessary
calculations supporting, all post -construction stormwater management measures that will
be installed prior to the completion of the construction process to control pollutants in
stormwater discharges after construction operations have been completed. Structural
measures should be placed on upland soils to the degree possible. Such measures must
be designed and installed in accordance with applicable VESCP authority, VSMP
authority, state, and federal requirements, and any necessary permits must be obtained.
Pollution prevention plan. A pollution prevention plan that addresses potential pollutant -
generating activities that may reasonably be expected to affect the quality of stormwater
discharges from the construction activity, including any support activity. The pollution
prevention plan shall:
a. Identify the potential pollutant -generating activities and the pollutant that is expected to be
exposed to stormwater;
Page 9 of 26
b. Describe the location where the potential pollutant -generating activities will occur, or if
identified on the site plan, reference the site plan;
c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that
are or will be commingled with stormwater discharges from the construction activity,
including any applicable support activity;
d. Identify the person responsible for implementing the pollution prevention practice or
practices for each pollutant -generating activity (if other than the person listed as the
qualified personnel);
e. Describe the pollution prevention practices and procedures that will be implemented to:
(1) Prevent and respond to leaks, spills, and other releases including (i) procedures for
expeditiously stopping, containing, and cleaning up spills, leaks, and other releases;
and (ii) procedures for reporting leaks, spills, and other releases in accordance with
Part III G;
(2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling
and maintenance activities (e.g., providing secondary containment such as spill
berms, decks, spill containment pallets, providing cover where appropriate, and having
spill kits readily available);
(3) Prevent the discharge of soaps, solvents, detergents, and wash water from
construction materials, including the clean-up of stucco, paint, form release oils, and
curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs)
to prevent contact with stormwater; (ii) collection and proper disposal in a manner to
prevent contact with stormwater; and (iii) a similarly effective means designed to
prevent discharge of these pollutants);
(4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash
water, and other types of washing (e.g., locating activities away from surface waters
and stormwater inlets or conveyance and directing wash waters to sediment basins or
traps, using filtration devices such as filter bags or sand filters, or using similarly
effective controls);
(5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The
container or basin shall be designed so that no overflows can occur due to inadequate
sizing or precipitation. Hardened concrete wastes shall be removed and disposed of
in a manner consistent with the handling of other construction wastes. Liquid concrete
wastes shall be removed and disposed of in a manner consistent with the handling of
other construction wash waters and shall not be discharged to surface waters;
(6) Minimize the discharge of pollutants from storage, handling, and disposal of
construction products, materials, and wastes including (i) building products such as
asphalt sealants, copper flashing, roofing materials, adhesives, and concrete
admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape
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:
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a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP;
b. Implement the approved erosion and sediment control plan in accordance with Part II B 2;
c. Dispose of waste materials in compliance with applicable state, federal, and local
requirements; and
d. Implement a modified inspection schedule in accordance with Part II G 2 a.
7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters
identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall:
a. Identify the exceptional surface waters in the SWPPP; and
b. Provide clear direction in the SWPPP that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events;
and
(3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a.
8. Identification of qualified personnel. The name, phone number, and qualifications of the
qualified personnel conducting inspections required by this general permit.
9. Delegation of authority. The individuals or positions with delegated authority, in accordance
with Part III K, to sign inspection reports or modify the SWPPP.
10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K.
C. SWPPP amendments, modification, and updates.
1. The operator shall amend the SWPPP whenever there is a change in the design, construction,
operation, or maintenance that has a significant effect on the discharge of pollutants to surface
waters and that has not been previously addressed in the SWPPP.
The SWPPP shall be amended if, during inspections or investigations by the operator's
qualified personnel, or by local, state, or federal officials, it is determined that the existing
control measures are ineffective in minimizing pollutants in discharges from the construction
activity. Revisions to the SWPPP shall include additional or modified control measures
designed and implemented to correct problems identified. If approval by the VESCP authority,
VSMP authority, or department is necessary for the control measure, revisions to the SWPPP
shall be completed no later than seven calendar days following approval. Implementation of
these additional or modified control measures shall be accomplished as described in Part II
H.
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3. The SWPPP shall clearly identify the contractors that will implement and maintain each control
measure identified in the SWPPP. The SWPPP shall be amended to identify any new
contractor that will implement and maintain a control measure.
4. The operator shall update the SWPPP as soon as possible but no later than seven days
following any modification to its implementation. All modifications or updates to the SWPPP
shall be noted and shall include the following items:
a. A record of dates when:
(1) Major grading activities occur;
(2) Construction activities temporarily or permanently cease on a portion of the site; and
(3) Stabilization measures are initiated;
b. Documentation of replaced or modified controls where periodic inspections or other
information have indicated that the controls have been used inappropriately or incorrectly
and were modified;
c. Areas that have reached final stabilization and where no further SWPPP or inspection
requirements apply;
d. All properties that are no longer under the legal control of the operator and the dates on
which the operator no longer had legal control over each property;
e. The date of any prohibited discharges, the discharge volume released, and what actions
were taken to minimize the impact of the release;
f. Measures taken to prevent the reoccurrence of any prohibited discharge; and
g. Measures taken to address any evidence identified as a result of an inspection required
under Part II G.
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with
Part III K.
D. Public notification. Upon commencement of land disturbance, the operator shall post
conspicuously a copy of the notice of coverage letter near the main entrance of the construction
activity. For linear projects, the operator shall post the notice of coverage letter at a publicly
accessible location near an active part of the construction project (e.g., where a pipeline crosses
a public road). The operator shall maintain the posted information until termination of general
permit coverage as specified in Part I F.
E. SWPPP availability.
1. Operators with day-to-day operational control over SWPPP implementation shall have a copy
of the SWPPP available at a central location on -site for use by those identified as having
responsibilities under the SWPPP whenever they are on the construction site.
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The operator shall make the SWPPP and all amendments, modifications, and updates
available upon request to the department, the VSMP authority, the EPA, the VESCP authority,
local government officials, or the operator of a municipal separate storm sewer system
receiving discharges from the construction activity. If an on -site location is unavailable to store
the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted
near the main entrance of the construction site.
The operator shall make the SWPPP available for public review in an electronic format or in
hard copy. Information for public access to the SWPPP shall be posted and maintained in
accordance with Part II D. If not provided electronically, public access to the SWPPP may be
arranged upon request at a time and at a publicly accessible location convenient to the
operator or his designee but shall be no less than once per month and shall be during normal
business hours. Information not required to be contained within the SWPPP by this general
permit is not required to be released.
F. SWPPP implementation. The operator shall implement the SWPPP and subsequent
amendments, modifications, and updates from commencement of land disturbance until
termination of general permit coverage as specified in Part I F.
All control measures shall be properly maintained in effective operating condition in
accordance with good engineering practices and, where applicable, manufacturer
specifications. If a site inspection required by Part II G identifies a control measure that is not
operating effectively, corrective actions shall be completed as soon as practicable, but no later
than seven days after discovery or a longer period as established by the VSMP authority, to
maintain the continued effectiveness of the control measures.
If site inspections required by Part II G identify an existing control measure that needs to be
modified or if an additional or alternative control measure is necessary for any reason,
implementation shall be completed prior to the next anticipated measurable storm event. If
implementation prior to the next anticipated measurable storm event is impracticable, then
additional or alternative control measures shall be implemented as soon as practicable, but
no later than seven days after discovery or a longer period as established by the VSMP
authority.
G. SWPPP Inspections.
1. Personnel responsible for on -site and off -site inspections. Inspections required by this general
permit shall be conducted by the qualified personnel identified by the operator in the SWPPP.
The operator is responsible for ensuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B
6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following
inspection schedule requirements apply:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business
days or (ii) at least once every five business days and no later than 24 hours following
a measurable storm event. In the event that a measurable storm event occurs when
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there are more than 24 hours between business days, the inspection shall be
conducted on the next business day; and
(2) Representative inspections as authorized in Part II G 2 d shall not be allowed.
b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of:
(1) At least once every five business days; or
(2) At least once every 10 business days and no later than 24 hours following a
measurable storm event. In the event that a measurable storm event occurs when
there are more than 24 hours between business days, the inspection shall be
conducted on the next business day.
c. Where areas have been temporarily stabilized or land -disturbing activities will be
suspended due to continuous frozen ground conditions and stormwater discharges are
unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to
once per month. If weather conditions (such as above freezing temperatures or rain or
snow events) make discharges likely, the operator shall immediately resume the regular
inspection frequency.
d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for
utility line installation, pipeline construction, or other similar linear construction activities
provided that:
(1) Temporary or permanent soil stabilization has been installed and vehicle access may
compromise the temporary or permanent soil stabilization and potentially cause
additional land disturbance increasing the potential for erosion;
(2) Inspections occur on the same frequency as other construction activities;
(3) Control measures are inspected along the construction site 0.25 miles above and
below each access point (i.e., where a roadway, undisturbed right-of-way, or other
similar feature intersects the construction activity and access does not compromise
temporary or permanent soil stabilization); and
(4) Inspection locations are provided in the inspection report required by Part II G.
e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the
inspection may be delayed until the next business day on which it is safe to perform the
inspection. Any time inspections are delayed due to adverse weather conditions, evidence
of the adverse weather conditions shall be included in the SWPPP with the dates of
occurrence.
3. Inspection requirements.
a. As part of the inspection, the qualified personnel shall:
(1) Record the date and time of the inspection and, when applicable, the date and rainfall
amount of the last measurable storm event;
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(2) Record the information and a description of any discharges occurring at the time of
the inspection or evidence of discharges occurring prior to the inspection;
(3) Record any land -disturbing activities that have occurred outside of the approved
erosion and sediment control plan;
(4) Inspect the following for installation in accordance with the approved erosion and
sediment control plan, identification of any maintenance needs, and evaluation of
effectiveness in minimizing sediment discharge, including whether the control has
been inappropriately or incorrectly used:
(a) All perimeter erosion and sediment controls, such as silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment
trapping measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization and effective impoundment or flow control;
(d) Cut and fill slopes;
(e) Sediment basins and traps, sediment barriers, and other measures installed to
control sediment discharge from stormwater;
(f) Temporary or permanent channels, flumes, or other slope drain structures
installed to convey concentrated runoff down cut and fill slopes;
(g) Storm inlets that have been made operational to ensure that sediment laden
stormwater does not enter without first being filtered or similarly treated; and
(h) Construction vehicle access routes that intersect or access paved or public roads
for minimizing sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more than
14 days to ensure:
(a) Initiation of stabilization activities have occurred immediately, as defined in
9VAC25-880-1; and
(b) Stabilization activities have been completed within seven days of reaching grade
or stopping work;
(6) Inspect for evidence that the approved erosion and sediment control plan, "agreement
in lieu of a plan," or erosion and sediment control plan prepared in accordance with
department -approved annual standards and specifications has not been properly
implemented. This includes:
Page 16 of 26
(a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or
channels that have not been filtered, settled, or similarly treated prior to discharge,
or evidence thereof;
(b) Sediment laden or turbid flows of stormwater that have not been filtered or settled
to remove sediments prior to discharge;
(c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch
basins that discharge to surface waters. Inlets and catch basins with failing
sediment controls due to improper installation, lack of maintenance, or inadequate
design are considered unprotected;
(d) Sediment deposition on any property (including public and private streets) outside
of the construction activity covered by this general permit;
(e) Required stabilization has not been initiated or completed or is not effective on
portions of the site;
(f) Sediment basins without adequate wet or dry storage volume or sediment basins
that allow the discharge of stormwater from below the surface of the wet storage
portion of the basin;
(g) Sediment traps without adequate wet or dry storage or sediment traps that allow
the discharge of stormwater from below the surface of the wet storage portion of
the trap; and
(h) Land disturbance or sediment deposition outside of the approved area to be
disturbed;
(7) Inspect pollutant generating activities identified in the pollution prevention plan for the
proper implementation, maintenance, and effectiveness of the procedures and
practices;
(8) Identify any pollutant generating activities not identified in the pollution prevention plan;
and
(9) Identify and document the presence of any evidence of the discharge of pollutants
prohibited by this general permit.
4. Inspection report. Each inspection report shall include the following items:
a. The date and time of the inspection and, when applicable, the date and rainfall amount of
the last measurable storm event;
b. Summarized findings of the inspection;
c. The locations of prohibited discharges;
d. The locations of control measures that require maintenance;
Page 17 of 26
e. The locations of control measures that failed to operate as designed or proved inadequate
or inappropriate for a particular location;
f. The locations where any evidence identified under Part II G 3 a (6) exists;
g. The locations where any additional control measure is needed;
h. A list of corrective actions required (including any changes to the SWPPP that are
necessary) as a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that have not
been implemented; and
The date and signature of the qualified personnel and the operator or its duly authorized
representative.
5. The inspection report shall be included into the SWPPP no later than four business days after
the inspection is complete.
The inspection report and any actions taken in accordance with Part II shall be retained by
the operator as part of the SWPPP for at least three years from the date that general permit
coverage expires or is terminated. The inspection report shall identify any incidents of
noncompliance. Where an inspection report does not identify any incidents of noncompliance,
the report shall contain a certification that the construction activity is in compliance with the
SWPPP and this general permit. The report shall be signed in accordance with Part III K of
this general permit.
H. Corrective actions.
The operator shall implement the corrective actions identified as a result of an inspection as
soon as practicable but no later than seven days after discovery or a longer period as
approved by the VSMP authority. If approval of a corrective action by a regulatory authority
(e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control
measures shall be implemented to minimize pollutants in stormwater discharges until such
approvals can be obtained.
The operator may be required to remove accumulated sediment deposits located outside of
the construction activity covered by this general permit as soon as practicable in order to
minimize environmental impacts. The operator shall notify the VSMP authority and the
department as well as obtain all applicable federal, state, and local authorizations,
approvals, and permits prior to the removal of sediments accumulated in surface waters
including wetlands.
Page 18 of 26
PART III
CONDITIONS APPLICABLE TO ALL VPDES PERMITS
NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to
monitor stormwater discharges or control measures, the operator shall comply with the
requirements of subsections A, B, and C, as appropriate.
A. Monitoring.
1. Samples and measurements taken for the purpose of monitoring shall be representative of
the monitoring activity.
Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or
alternative methods approved by the U.S. Environmental Protection Agency, unless other
procedures have been specified in this general permit. Analyses performed according to test
procedures approved under 40 CFR Part 136 shall be performed by an environmental
laboratory certified under regulations adopted by the Department of General Services
(1 VAC30-45 or 1 VAC30-46).
3. The operator shall periodically calibrate and perform maintenance procedures on all
monitoring and analytical instrumentation at intervals that will ensure accuracy of
measurements.
B. Records.
1. Monitoring records and reports shall include
a. The date, exact place, and time of sampling or measurements;
b. The individuals who performed the sampling or measurements;
c. The dates and times analyses were performed;
d. The individuals who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
2. The operator shall retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this general permit, and records of all data
used to complete the registration statement for this general permit, for a period of at least
three years from the date of the sample, measurement, report or request for coverage. This
period of retention shall be extended automatically during the course of any unresolved
litigation regarding the regulated activity or regarding control standards applicable to the
operator, or as requested by the board.
C. Reporting monitoring results.
Page 19 of 26
1. The operator shall update the SWPPP to include the results of the monitoring as may be
performed in accordance with this general permit, unless another reporting schedule is
specified elsewhere in this general permit.
2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms
provided, approved or specified by the department; or in any format provided that the date,
location, parameter, method, and result of the monitoring activity are included.
If the operator monitors any pollutant specifically addressed by this general permit more
frequently than required by this general permit using test procedures approved under 40 CFR
Part 136 or using other test procedures approved by the U.S. Environmental Protection
Agency or using procedures specified in this general permit, the results of this monitoring shall
be included in the calculation and reporting of the data submitted in the DMR or reporting form
specified by the department.
4. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified in this general permit.
D. Duty to provide information. The operator shall furnish, within a reasonable time, any
information which the board may request to determine whether cause exists for terminating this
general permit coverage or to determine compliance with this general permit. The board,
department, EPA, or VSMP authority may require the operator to furnish, upon request, such
plans, specifications, and other pertinent information as may be necessary to determine the effect
of the wastes from his discharge on the quality of surface waters, or such other information as
may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater
Management Act. The operator shall also furnish to the board, department, EPA, or VSMP
authority, upon request, copies of records required to be kept by this general permit.
E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress
reports on, interim and final requirements contained in any compliance schedule of this general
permit shall be submitted no later than 14 days following each schedule date.
F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except
in compliance with a state permit issued by the department, it shall be unlawful to cause a
stormwater discharge from a construction activity.
G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a
discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a
hazardous substance or oil in an amount equal to or in excess of a reportable quantity established
under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code
of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or
causes or allows a discharge that may reasonably be expected to enter surface waters, shall
notify the Department of Environmental Quality of the discharge immediately upon discovery of
the discharge, but in no case later than within 24 hours after said discovery. A written report of
the unauthorized discharge shall be submitted to the department and the VSMP authority within
five days of discovery of the discharge. The written report shall contain:
1. A description of the nature and location of the discharge;
2. The cause of the discharge;
Page 20 of 26
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be; and
Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present
discharge or any future discharges not authorized by this general permit.
Discharges reportable to the department and the VSMP authority under the immediate reporting
requirements of other regulations are exempted from this requirement.
H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge
including a "bypass" or "upset," as defined in this general permit, should occur from a facility and
the discharge enters or could be expected to enter surface waters, the operator shall promptly
notify, in no case later than within 24 hours, the department and the VSMP authority by telephone
after the discovery of the discharge. This notification shall provide all available details of the
incident, including any adverse effects on aquatic life and the known number of fish killed. The
operator shall reduce the report to writing and shall submit it to the department and the VSMP
authority within five days of discovery of the discharge in accordance with Part III 12. Unusual
and extraordinary discharges include any discharge resulting from:
1. Unusual spillage of materials resulting directly or indirectly from processing operations;
2. Breakdown of processing or accessory equipment;
3. Failure or taking out of service of some or all of the facilities; and
4. Flooding or other acts of nature.
I. Reports of noncompliance. The operator shall report any noncompliance which may adversely
affect surface waters or may endanger public health.
An oral report to the department and the VSMP authority shall be provided within 24 hours
from the time the operator becomes aware of the circumstances. The following shall be
included as information that shall be reported within 24 hours under this subdivision:
a. Any unanticipated bypass; and
b. Any upset that causes a discharge to surface waters.
2. A written report shall be submitted within five days and shall contain:
a. A description of the noncompliance and its cause;
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b. The period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time it is expected to continue; and
c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
The department may waive the written report on a case -by -case basis for reports of
noncompliance under Part III I if the oral report has been received within 24 hours and no
adverse impact on surface waters has been reported.
3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in
writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working
hours, leaving a recorded message shall fulfill the immediate reporting requirement. For
emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone
service at 1-800-468-8892.
4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of
incorrect information in any report, including a registration statement, to the department or the
VSMP authority, the operator shall promptly submit such facts or correct information.
J. Notice of planned changes.
1. The operator shall give notice to the department and the VSMP authority as soon as possible
of any planned physical alterations or additions to the permitted facility or activity. Notice is
required only when:
a. The operator plans an alteration or addition to any building, structure, facility, or installation
that may meet one of the criteria for determining whether a facility is a new source in
9VAC25-870-420;
b. The operator plans an alteration or addition that would significantly change the nature or
increase the quantity of pollutants discharged. This notification applies to pollutants that
are not subject to effluent limitations in this general permit; or
2. The operator shall give advance notice to the department and VSMP authority of any planned
changes in the permitted facility or activity, which may result in noncompliance with state
permit requirements.
K. Signatory requirements.
1. Registration statement. All registration statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a
responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president
of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation; or (ii) the
manager of one or more manufacturing, production, or operating facilities, provided the
Page 22 of 26
manager is authorized to make management decisions that govern the operation of the
regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures
to assure long-term compliance with environmental laws and regulations; the manager
can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for state permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
c. For a municipality, state, federal, or other public agency: by either a principal executive
officer or ranking elected official. For purposes of this chapter, a principal executive officer
of a public agency includes (i) the chief executive officer of the agency or (ii) a senior
executive officer having responsibility for the overall operations of a principal geographic
unit of the agency.
2. Reports and other information. All reports required by this general permit, including SWPPPs,
and other information requested by the board or the department shall be signed by a person
described in Part III K 1 or by a duly authorized representative of that person. A person is a
duly authorized representative only if:
a. The authorization is made in writing by a person described in Part III K 1;
b. The authorization specifies either an individual or a position having responsibility for the
overall operation of the regulated facility or activity such as the position of plant manager,
operator of a well or a well field, superintendent, position of equivalent responsibility, or
an individual or position having overall responsibility for environmental matters for the
operator. (A duly authorized representative may thus be either a named individual or any
individual occupying a named position); and
c. The signed and dated written authorization is included in the SWPPP. A copy shall be
provided to the department and VSMP authority, if requested.
3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because
a different individual or position has responsibility for the overall operation of the construction
activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to
the VSMP authority as the administering entity for the board prior to or together with any
reports or information to be signed by an authorized representative.
4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following
certification:
"I certify under penalty of law that I have read and understand this document and that this
document and all attachments were prepared in accordance with a system designed to assure
that qualified personnel properly gathered and evaluated the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
Page 23 of 26
penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations."
L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state
permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the
Clean Water Act, except that noncompliance with certain provisions of this general permit may
constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act.
Permit noncompliance is grounds for enforcement action; for state permit coverage, termination,
revocation and reissuance, or modification; or denial of a state permit renewal application.
The operator shall comply with effluent standards or prohibitions established under § 307(a)
of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish
these standards or prohibitions or standards for sewage sludge use or disposal, even if this
general permit has not yet been modified to incorporate the requirement.
M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit
after the expiration date of this general permit, the operator shall submit a new registration
statement at least 60 days before the expiration date of the existing general permit, unless
permission for a later date has been granted by the board. The board shall not grant permission
for registration statements to be submitted later than the expiration date of the existing general
permit.
N. Effect of a state permit. This general permit does not convey any property rights in either real
or personal property or any exclusive privileges, nor does it authorize any injury to private property
or invasion of personal rights, or any infringement of federal, state or local law or regulations.
O. State law. Nothing in this general permit shall be construed to preclude the institution of any
legal action under, or relieve the operator from any responsibilities, liabilities, or penalties
established pursuant to any other state law or regulation or under authority preserved by § 510 of
the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U)
and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator
from civil and criminal penalties for noncompliance.
P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to
preclude the institution of any legal action or relieve the operator from any responsibilities,
liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through
62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act.
Q. Proper operation and maintenance. The operator shall at all times properly operate and
maintain all facilities and systems of treatment and control (and related appurtenances), which
are installed or used by the operator to achieve compliance with the conditions of this general
permit. Proper operation and maintenance also includes effective plant performance, adequate
funding, adequate staffing, and adequate laboratory and process controls, including appropriate
quality assurance procedures. This provision requires the operation of back-up or auxiliary
facilities or similar systems, which are installed by the operator only when the operation is
necessary to achieve compliance with the conditions of this general permit.
R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of
treatment or management of pollutants shall be disposed of in a manner so as to prevent any
pollutant from such materials from entering surface waters and in compliance with all applicable
state and federal laws and regulations.
Page 24 of 26
S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in
violation of this general permit that has a reasonable likelihood of adversely affecting human
health or the environment.
T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an
enforcement action that it would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the conditions of this general permit.
U. Bypass.
1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams
from any portion of a treatment facility. The operator may allow any bypass to occur that does
not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to
ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and
3.
2. Notice.
a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the
operator shall submit prior notice to the department, if possible at least 10 days before the
date of the bypass.
b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as
required in Part III I.
3. Prohibition of bypass.
a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may
take enforcement action against an operator for bypass unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property
damage. Severe property damage means substantial physical damage to property,
damage to the treatment facilities that causes them to become inoperable, or
substantial and permanent loss of natural resources that can reasonably be expected
to occur in the absence of a bypass. Severe property damage does not mean
economic loss caused by delays in production;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes, or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate back-up
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass that occurred during normal periods of equipment
downtime or preventive maintenance; and
(3) The operator submitted notices as required under Part III U 2.
b. The department may approve an anticipated bypass, after considering its adverse effects,
if the department determines that it will meet the three conditions listed in Part III U 3 a.
Page 25 of 26
V. Upset.
1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is
unintentional and temporary noncompliance with technology -based state permit effluent
limitations because of factors beyond the reasonable control of the operator. An upset does
not include noncompliance to the extent caused by operational error, improperly designed
treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or
careless or improper operation.
2. An upset constitutes an affirmative defense to an action brought for noncompliance with
technology -based state permit effluent limitations if the requirements of Part III V 4 are met.
A determination made during administrative review of claims that noncompliance was caused
by upset, and before an action for noncompliance, is not a final administrative action subject
to judicial review.
3. An upset does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities, lack of preventative
maintenance, or careless or improper operation.
4. An operator who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs or other relevant evidence that:
a. An upset occurred and that the operator can identify the cause of the upset;
b. The permitted facility was at the time being properly operated;
c. The operator submitted notice of the upset as required in Part III I; and
d. The operator complied with any remedial measures required under Part III S.
5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset
has the burden of proof.
W. Inspection and entry. The operator shall allow the department as the board's designee, the
VSMP authority, EPA, or an authorized representative of either entity (including an authorized
contractor), upon presentation of credentials and other documents as may be required by law to:
1. Enter upon the operator's premises where a regulated facility or activity is located or
conducted, or where records shall be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that shall be kept under the
conditions of this general permit;
3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring
and control equipment), practices, or operations regulated or required under this general
permit; and
4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance
or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management
Act, any substances or parameters at any location.
Page 26 of 26
For purposes of this section, the time for inspection shall be deemed reasonable during regular
business hours, and whenever the facility is discharging. Nothing contained herein shall make an
inspection unreasonable during an emergency.
X. State permit actions. State permit coverage may be modified, revoked and reissued, or
terminated for cause. The filing of a request by the operator for a state permit modification,
revocation and reissuance, or termination, or a notification of planned changes or anticipated
noncompliance does not stay any state permit condition.
Y. Transfer of state permit coverage.
1. State permits are not transferable to any person except after notice to the department. Except
as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator
only if the state permit has been modified or revoked and reissued, or a minor modification
made, to identify the new operator and incorporate such other requirements as may be
necessary under the Virginia Stormwater Management Act and the Clean Water Act.
As an alternative to transfers under Part III Y 1, this state permit may be automatically
transferred to a new operator if:
a. The current operator notifies the department at least 30 days in advance of the proposed
transfer of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators
containing a specific date for transfer of state permit responsibility, coverage, and liability
between them; and
c. The department does not notify the existing operator and the proposed new operator of
its intent to modify or revoke and reissue the state permit. If this notice is not received, the
transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b.
3. For ongoing construction activity involving a change of operator, the new operator shall accept
and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking
over operations at the site.
Z. Severability. The provisions of this general permit are severable, and if any provision of this
general permit or the application of any provision of this state permit to any circumstance, is held
invalid, the application of such provision to other circumstances and the remainder of this general
permit shall not be affected thereby.
SECTION 12
INSPECTION LOGS
SWPPP INSPECTION REPORT:
PROJECT NAME:
SWPPP CONTACT:
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.
INSPECTION REQUIREMENTS:
• 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:
SECTION 13
ChAll ] 1►[H_1►1 M2L19.1I1 MAN I [•L I11•1cl
GRADING AND STABILIZATION ACTIVITIES LOG:
PROJECT NAME:
SWPPP CONTACT:
DATE
DATE GRADING
DATE WHEN
GRADING
ACTIVITY
DESCRIPTION OF GRADING ACTIVITY
ACTIVITY CEASED
(TEMPORARYLY OR
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
(TEMPORARYLY OR
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
(TEMPORARYLY OR
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:
SECTION 14
I_UAila►113AlIa►k91161c1
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]