HomeMy WebLinkAboutWPO201700077 VSMP - SWPPP WPO VSMP 2018-10-18 �oF�c�1 COUNTY OF ALBEMARLE
� y Department of Community Development
c r Kl I ? 401 McIntire Road,North Wing
Charlottesville,Virginia 22902-4596
Tel.(434)296-5832 • Fax(434)972-4126
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Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Project Name: Woolen Mills Redevelopment
WPO201700077
Address: 2100 E Market Street
Charlottesville, VA 22902
Prepared by:
Timmons Group
608 Preston Avenue, Suite 200
Charlottesville, VA 22903
434.295.8317
Prepared for:
446.0,
BR Management
P.O. Box 1099
Charlottesville, VA 22902
Contact: Mr. Brian Roy
434.996.3904
SWPPP Preparation Date: July 31, 2018
.1
APPROVED
by the Albemarle County RECEIVED'
Community Development Department
Date 10.14,ftp _ 40 t 7018
File v) 5 tior-�ond11
oirrAteRatfr
(This document is to be made publicly available according to 9VAC25-880-70, Part II, section D)
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
CONTENTS: (from Albemarle County Code Sec. 17-405)
1. Registration statement
2. Notice of general permit coverage
3. Nature of activity
4. Erosion and Sediment Control Plan.
5. Stormwater Management Plan
6. Pollution Prevention Plan.
7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
8. Qualified personnel
9. Signed Certification
10. Delegation of authority.
11. General permit copy
12. Inspectiontion Siva
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
I
'`°' Section 1. Registration statement
(Provide a signed completed copy of the DEQ registration statement)
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
General Permit for Discharges of Stormwater from Construction Activities (VAR10)
Registration Statement
(Please Type or Print All Information)
1. Construction Activity Operator(The permit will be issued to this operator, and the Certification in Item#13 must be signed by the
appropriate person associated with this operator[see the instructions]):
Name: BR Management Contact: Brian Roy
Mailing Address: P.O. Box 1099
city:Charlottesville State: VA zip: 22902 Phone: (434) 996-3904
Email address(if available): brianhroy@gmail.com
Indicate if DEQ may transmit the permit electronically: Yes X No
2. (Must be included for renewals of coverage only)Existing Permit Coverage#:
3. Location of Construction Activity:
Name: Woolen Mills Property
Address: 2100 E Market Street
City: Charlottesville State: VA
county: Albemarle zip. 22902
DMS to the nearest 15 seconds:Latitude 38.0194 Longitude -78.4562
Location of all Offsite Support Activities to be Covered Under the Permit:
Name:
Address:
City: State:
Zip:
County:
If street address unavailable: Latitude Longitude
4. Status of Activity:Federal ❑ State® Public❑ Private❑ (Check one only)
5. The Nature of the Construction Activity(e.g.,commercial,industrial, residential,agricultural,oil and gas,etc.):
Public commercial & residential
6. Name of the Receiving Water(s): Moores Creek/ Rivanna River
Hydrologic Unit Code(HUC): 020802040404
(Receiving waters identified as impaired on the 2008 305(b)/303(d)Water Quality Assessment Integrated Report or for which a
TMDL WLA has been established for stormwater discharges from a construction site shall be noted in an attached list.)
7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the municipal operator of the
storm sewer: Albemarle County
8. Estimated Project Start Date(mm/dd/yyyy): 08/2018
Estimated Project Completion Date(mm/ddlyyyy): 08/2018
9. Total Land Area of Development(to the nearest one-tenth acre): 10.38 AC
Estimated Area to be Disturbed(to the nearest one-tenth acre): 6.54 AC
10. Is the area to be disturbed by the construction activity part of a larger common plan of development or sale?Yes❑ No®
11. Are nutrient offsets intended to be acquired for this activity?Yes® No❑ Under consideration❑
12. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General
Permit for Discharges of Stormwater from Construction Activities prior to, submitting this Registration Statement. By
signing this Registration Statement the operator is certifying that the SWPPP has been prepared.
13. 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."
Print Name: Mr. Brian Roy Title: Ma.
Signature: ��'�i= Date: 3/ ibt
(Please sign in INK.The person signi :1' is form must be associated with the operator identified in Item#1 above.)
*Nor Mail to: Department of Environmental Quality.Office of Stormwater Management. 10th Floor, P.O. Box 1105,Richmond.VA 23218
(DEQ 199-146)(08/13)
INSTRUCTIONS for FORM DEQ 199-146
General Permit Registration Statement- Construction Activity Stormwater Discharges
General Hydrologic Unit Code(HUC)is a watershed unit established in the most recent
A Registration Statement must be submitted to the Department of Environmental version of Virginia's 6"'order national watershed boundary dataset.
°tilos./ Quality to register for coverage under the General Permit for Stormwater Section 7 Name of MS4 Operator
Discharges from Construction Activities. If the stormwater is discharged through a municipal separate storm sewer
Section 1 Construction Activity Operator Information system (MS4), enter the name of the operator of the MS4. The name of the
"Operator"means the owner or operator of any facility or activity subject to the MS4 operator is usually the Town, City, County. Institute or Federal facility
Stormwater Management Act and regulations. In the context of stormwater where the construction activity is located.
associated with a large or small construction activity, operator means any Section 8 Estimated Project Start Date
person associated with a construction project that meets either of the following Enter the date(Month/Day/Year)the projected is expected to start.
two criteria:(i)the person has direct operational control over construction plans Estimated Project Completion Date
and specifications, including the ability to make modifications to those plans Enter the date /Year Month/Da
and specifications or(ii)the person has day-to-day operational control of those ( y )the project is expected to be complete.
activities at a project that are necessary to ensure compliance with a Section 9 Total Land Area of the Development
stormwater pollution prevention plan for the site or other state permit conditions Enter the total area(to the nearest one tenth acre)of the development(meaning
(i.e., they are authorized to direct workers at a site to carry out activities the total acreage of the larger common plan of development or sale). Include
the total acreage of any offsite support activities to be covered under the general
required by the stormwater pollution prevention plan or comply with other
permit conditions). permit.
The entities who are considered operators will commonly consist of the owner or Estimated Area to be Disturbed
Enter an estimate of the total number of acres(to the nearest one tenth acre)to
developer of a project(the party with control of project specifications)and the
general contractor(the party with day to day operational control of the activities at be disturbed. Include in the Estimated Area to be Disturbed the area of
disturbance that will occur at off-site support activities to be covered under the
the project site which are necessary to ensure compliance with the state
permit). Contractors and subcontractors who are under the general permit.
supervision of the general contractor are not considered operators and would Section 10 Larger Common Plan of Development or Sale
not need to submit a registration statement. Give the legal name of the Indicate if the area to be disturbed by the construction activity is part of a larger
operator,do not use a colloquial name.Enter the complete address and phone common plan of development or sale.Larger common plan of development or
number of the operator.The permit will be issued to this operator. sale defines a contiguous are where separate and distinct construction may be
Section 2 Existing General Permit Coverage Number taking place at different times on different schedules.Ran is broadly defined as
For reapplications only,indicate the existingany announcement or documentation,including a sign,public notice or hearing,
the general permit coverage number for sales pitch,advertisement,drawing, permit application,zoning
project.This section does not need to be completed for new projects applying ppfcstak v request,markings s
for state physical demarcation such as boundary signs,lot stake,and surveyor markings
permit coverage. indicating that construction activities may occur.
Section 3 Location of Construction Activity Information Section 11 Nutrient Offsets
Enter the activitys official name and complete street address,including city(or
town),county(if not located within a City),state and ZIP code. Indicate if nutrient offsets are intended to be acquired in accordance with§62.1-
If the site lacks a street address,enter the44.15:35 of the Code of Virginia.If the acquisition of offsets is being considered but
city(or town),county(if not located is not certain,select"under consideration."
within a City) and the latitude and longitude in degrees, minutes, seconds
w (DMS)to the nearest 15 seconds of the approximate center of the site(example 12 A stormwater pollution prevention plan(SWPPP)must be prepared
fir' 37' 30'15"N 77'20'15"W). in accordance with the requirements of the General Permit for Discharges of
Location of Offsite Su Stomiwater from Construction Activities prior to submitting this Registration
pport Activities Statement.Bysigning this Registration Statement the operator is certifyingthat
This general permit also authorizes stormwater discharges from support activities g n e9
the SWPPP has been prepared.
(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 Section 13 Certification
provided that(a)The support activity is directly related to the construction site The operator identified in Section 1 of this Registration Statement is
that is required to have general permit coverage for discharges of stormwaterresponsible for certifying and submitting this Registration
associated with construction activity;(b)The support activity is not a commercial Statement. Please sign the form in INK. State statutes provide for
operation serving multiple unrelated construction projects by different operators, severe penalties for submitting false information.State regulations require
and does not operate beyond the completion of the construction activity at the this Registration Statement to be signed as follows:
last construction project it supports; and(c)Appropriate control measures are For a corporation:by a responsible corporate officer.For the purpose of this
identified in a stormwater pollution prevention plan and implemented to address part,a responsible corporate officer means:(i)a president,secretary,
the discharges from the support activity areas. 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-
Provide the information required for each off-site support activity seeking
coverage.If an off-site support activity is going to be covered by this permit the making functions for the corporation;or(ii)the manager of one or more
total land area of the off-site support activity and area to be disturbed by the off- manufacturing,production,or operating facilities,provided the manager is
site support activity need to be included in the Estimated Area to be Disturbed authorized to make management decisions that govern the operation of the
(Section 8). regulated facility including having the explicit or implicit duty of making major
Section 4 Status of Activity capital investment recommendations,and initiating and directing other
Indicate the appropriate status(Federal, State, Public, or Private)of the comprehensive measures to assure long-term compliance with environmental
activit laws and regulations;the manager can ensure that the necessary systems are
y established or actions taken to gather complete and accurate information for
Section 5 Nature of the Construction Project permit application requirements,and where authority to sign documents has
Indicate the nature of the construction project (commercial, residential, been assigned or delegated to the manager in accordance with corporate
agricultural,oil and gas.etc).This list is not all inclusive. procedures.
Section 6 Name of Receiving Water(s) For a partnership or sole proprietorship:by a general partner or the
Enter the name of the receiving water(s) for all stormwater discharge(s), proprietor,respectively.
including any stormwater discharges from off-site support activities to be For a municipality.state,federal,or other public agency:by either a principal
covered under the permit. Receiving waters identified as impaired on the executive officer or ranking elected official.For purposes of this part,a
2008 305(b)/303(d)Water Quality Assessment Integrated Report or for which principal executive officer of a public agency includes:(i)the chief executive
a Total Maximum Daily Load(TMDL)Waste Load Allocation(WLA)has been officer of the agency or(ii)a senior executive officer having responsibility for
established for stormwater discharges from construction activities shall be the overall operations of a principal geographic unit of the agency.
noted.
The Department of Environmental Quality reserves the right to request additional information not directly addressed by the
Registration Statement if,in its discretion,a facility or operation poses a potential impact on water quality.
(DEQ 199-146)(08/13)
r..
Section 2. Notice of general permit coverage
(This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.)
(Provide a copy of the DEQ coverage letter when obtained)
�r✓
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
Transfer of Ownership Agreement Form
General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)
(Please Type or Print All Information)
Instructions: This agreement form must be signed in INK by properly authorized individuals as specified in the General
VPDES Permit for Stormwater Discharges from Construction Activities (VAR10), Part III K (Signatory Requirements).
Please retain a copy of this agreement form for your records.
Mail the original agreement form to:
Department of Environmental Quality
Office of Stormwater Management,10th Floor
P.O.Box 1105
Richmond,VA 23218
General Permit Registration Number: Date of Transfer(mm/dd/yyyy):
Construction Activity Name:
CURRENT CONSTRUCTION ACTIVITY OPERATOR:
Name:
Contact:
Mailing Address:
City: State: Zip: Phone:
Email Address(if available):
vtirro" "I (We) hereby agree to the transfer of ownership modification to the referenced General VPDES Permit for Discharges of
Stormwater from Construction Activities(VAR10)."
Printed Name: Title:
Signature: Date:
NEW CONSTRUCTION ACTIVITY OPERATOR:
Name:
Contact:
Mailing Address:
City: State: Zip: Phone:
Email Address(if available):
Indicate if DEQ may transmit general permit correspondence electronically: Yes❑ No❑
I (We) hereby agree to the change of ownership modification to the referenced General VPDES Permit for Discharges of
Stormwater from Construction Activities (VAR10), and agree to accept all responsibility, coverage, and liability of the
general permit."
Printed Name: Title:
Signature: Date:
01/2014
Page 1 of 1
Notice of Termination
,,,,,. General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
(Please Type or Print All information)
1. Construction Activity Operator:
Name:
Contact
Mailing Address:
City: State: Zip: Phone:
Email address(if available)
2. Name and Location of the Construction Activity:(As listed on the Registration Statement.)
Name:
Address(if available):
City: State: _Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
3. General Permit Registration Number:
4. Reason for Terminating Coverage Under the General Permit: (The operator shall submit a Notice of Termination after one or
more of the following conditions have been met.)
❑ 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 is responsible. 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 notice of termination;
❑ 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 altemative VPDES or state permit has been obtained; or
❑ D. For residential construction only,temporary soil stabilization has been completed and the residence has been transferred to
the homeowner.
The notice of termination should be submitted no later than 30 days after one of the above conditions being met. Authorization to
discharge terminates at midnight on the date that the notice of termination is submitted for the conditions set forth in subsections B
through D above, unless otherwise notified by the VSMP authority or the Department. Termination of authorizations to discharge
for the conditions set forth in subsection A above shall be effective upon notification from the Department that the provisions of
subsection A have been met or 60 days after submittal of the notice of terminations,whichever occurs first.
5. Permanent Control Measures Installed: (When applicable, a list of the on-site and off-site permanent control measures (both
structural and nonstructural)that were installed to comply with the stormwater management technical criteria.Attach a separate list
if additional space is needed.)
Permanent Control Measure#1
Type of Permanent Control Measure:
Date Functional:
Address(if available):
City: State: Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
Receiving Water:
4011hrr►' Total Acres Treated: Impervious Acres Treated:
0112014 Page 1 of 2
Permanent Control Measure#a
Type of Permanent Control Measure:
Date Functional:
Address(if available):
City: State: Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
Receiving Water:
Total Acres Treated: _Impervious Acres Treated:
Permanent Control Measure#3
Type of Permanent Control Measure:
Date Functional:
Address(if available):
City: State: Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
Receiving Water:
Total Acres Treated:, Impervious Acres Treated:
6. Participation in a Regional Stormwater Management Plan: (When applicable, information related to the participation in a
regional stormwater management plan.Attach a separate list if additional space is needed.)
Sri Regional Stormwater Management Facility
Type of Regional Stormwater Management Facility:
Address(if available):
City: State: Zip:
County(if not located within a City):
Latitude(decimal degrees): Longitude(decimal degrees):
Total Site Acres Treated: Impervious Site Acres Treated:
7. Perpetual Nutrient Credits: (When applicable, information related to perpetual nutrient credits that were acquired in accordance
with§62.1-44.15:35 of the Code of Virginia.Attach a separate list if additional space is needed.)
Nonpoint Nutrient Credit Generating Entity
Name:
Perpetual Nutrient Credits Acquired(lbs/acre/year):
8. Certification:"I certify under penalty of law that I have read and understand this Notice of Termination 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, Title:
Signature: Date:
(Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in
$4411.1 Item#1.)
0112014
Page 2 of 2
Skase Instructions for Completing the Notice of Termination
General VDPES Permit for Discharges of Stormwater from Construction Activities(VAR10)
GENERAL
b.The date that the permanent control measure became functional
A Notice of Termination must be submitted when an operator no longer as a post-development stornwater management control;
wishes to be covered under the General VPDES Permit for Discharges
of Stormwater from Construction Activities(VAR10). c. The street address (if available), City or County (if not located
within a City)of the permanent control measure;
All Notice of Terminations should be submitted to:
d.The latitude and longitude in decimal degrees of the approximate
Department of Environmental Quality center of the permanent control measure;
Office of Stormwater Management,10"'Floor
P.O.Box 1105 e.The receiving water of the permanent control measure;and
Richmond,VA 23218
f. The number of total and impervious acres treated by the
LINE-BY-LINE INSTRUCTIONS permanent control measure(to the nearest one-tenth of an acre).
Item 1: Construction Activity Operator Information. Attach a separate list if additional space is needed.
Provide the legal name(do not use a colloquial name),contact,mailing Item 6: Participation in a Regional Stormwater Management Plan
address, telephone number, and email address (if available) of the (when applicable).
construction activity operator that was issued general permit coverage.
For each Regional Stormwater Management Facility provide the
Item 2: Name and Location of the Construction Activity following information:
Information.
a.The type of regional facility to which the site contributes;
Provide the official name,street address(if available),city or county(if
not located within a City)of the construction activity. Also,provide the b. The street address (if available), City or County (if not located
latitude and longitude in decimal degrees of the approximate center of within a City)of the regional facility;
the construction activity (e.g., N 37.50(30, W 77.5000). NOTE: This
information can be obtained from the previously submitted Registration c.The latitude and longitude in decimal degrees of the approximate
Statement. center of the regional facility;and
Item 3:General Permit Registration Number. d. The number of total and impervious site acres treated by the
regional facility(to the nearest one-tenth of an acre).
Provide the existing general permit registration number for the
construction activity identified in Rem 2. Attach a separate list if additional space is needed.
Item 4:Reason for Termination. Item 7:Perpetual Nutrient Credits(when applicable).
Indicate the appropriate reason for submitting this Notice of Provide the following information related to perpetual nutrient credits
Termination. The Notice of Termination may only be submitted after that were acquired in accordance with§62.1-44.15:35 of the Code of
one or more of the following conditions have been met: Virginia:
a. Necessary permanent control measures included in the SWPPP a. The name of the nonpoint nutrient credit generating entity from
for the site are in place and functioning effectively and final which perpetual nutrient credits were acquired;and
stabilization has been achieved on all portions of the site for which
the operator is responsible.When applicable,lona-term responsibility b. The number of perpetual nutrient credits acquired (lbs. per acre
and maintenance requirements for permanent control measures shall per year).
be recorded in the local land records prior to the submission of a
notice of termination; Attach a separate list if additional space is needed.
b. Another operator has assumed control over all areas of the site Item 8:Certification.
that have not been finally stabilized and obtained coverage for the
ongoing discharge; A properly authorized individual associated with the operator identified
in Item 1 of the Registration Statement is responsible for certifying and
c. Coverage under an alternative VPDES or state permit has been signing the Registration Statement. Please sign the Registration
obtained;or Statement in INK.
d. For residential construction only, temporary soil stabilization has State statutes provide for severe penalties for submitting false
been completed and the residence has been transferred to the information on the Registration Statement. State regulations require
homeowner. that the Registration Statement be signed as follows:
The Notice of Termination should be submitted no later than 30 days a. For a corporation: by a responsible corporate officer. For the
after one of the above conditions being met. purpose of this part,a responsible corporate officer means:
Item 5:Permanent Control Measures(when applicable). (i) A president, secretary, treasurer, or vice-president of the
corporation in charge of a principal business function,or any other
For each on-site and off-site permanent control measure (both person who performs similar policy-making or decision-making
structural and non-structural) that was installed to comply with the functions for the corporation,or
stormwater management technical criteria provide the following
information: (ii) the manager of one or more manufacturing, production, or
operating facilities, provided the manager is authorized to make
a.The type of permanent control measure; management decisions that govern the operation of the regulated
01/2014 Page 1 of 2
filar/ facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing
other comprehensive measures to assure long-term compliance
with environmental laws and regulations;the manager can ensure
that the necessary systems are established or actions taken to
gather complete and accurate information for permit application
requirements; and where authority to sign documents has been
assigned or delegated to the manager in accordance with
corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or
the proprietor,respectively.
c. For a municipality,state,federal,or other public agency:by either
a principal executive officer or ranking elected official. For purposes
of this part,a principal executive officer of a public agency includes:
(i)The chief executive officer of the agency,or
(ii)A senior executive officer having responsibility for the overall
operations of a principal geographic unit of the agency.
01/2014 Page 2 of 2
44p.•
S''' Section 3. Nature of activity
(Provide a detailed narrative of the construction activities. Include or reference a construction schedule
and sequence. Include any phasing.)
This project includes the redevelopment of the existing Woolen Mills Building, construction of
associated parking, utilities and stormwater measures. Limits of clearing and grading are 6.54 acres.
These improvements are being made within the property boundary. The property is adjacent to the
Rivanna River and Moores Creek. The site consists of two separate buildings, access roads onto
Broadway St& E Market St. The railway and associated bridge cross the eastern side of the site. The
majority of this site consists of overgrown, wooded vegetation around the paved surfaces.
All construction shall take place in accordance with the Erosion and Sediment Control Sequence of
Installation on plan sheet C3.0. Estimated construction dates are as indicated on the Registration
Statement.
"hr
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
ktia_
Sow, Section 4. Erosion and Sediment Control Plan.
(Provide a reduced, 1 lx 17 copy of the latest Erosion and Sediment Control Plan. Do not reference
only.)
Some
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Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
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Section 6. Pollution Prevention Plan.
(reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4)
A. Plan showing pollution activities and prevention practices
(Provide a reduced 1 1 x 17 copy of a site plan on which all of the following activity locations are clearly
marked. Keep this plan up-to-date with ongoing site changes and inspections.)
Stow
Show
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
B. Sources of Pollutants, locations, and prevention practices
%be Pollutant,or Pollutant Prevention Practices,
GeneratingActivityLocation on site
Control Measures
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practices
Pollutant,or Pollutant Location on site Prevention Practices,
Generating Activity Control Measures
Follow Erosion and Sediment Control
Clearing,grading,excavating,and un- Land disturbance area Plan. Dispose of clearing debris at
stabilized areas acceptable disposal sites.Seed and mulch,
or sod within 7 days of land clearing
Cover storm drain inlets and use drip pans
Paving operations Roads and driveways and absorbent/oil dry for all paving
machines to limit leaks and spills
Concrete washout shall occur in area Direct concrete wash water into a leak-
Concrete washout and adjacent to the construction entrance as proof container or leak-proof settling basin
cement waste designated on the Pollution Prevention that is designed so that no overflows can
Plan. _ occur
Enclose or cover material storage areas.
Mix paint indoors in a containment area or
Structure construction,stucco, Structures in a flat unpaved area. Prevent the
painting, and cleaning discharge of soaps,solvents,detergents
and wash water,paint,form release oils
and curing compounds.
Dewatering if necessary when Water shall be filtered,settled or similarly
Dewatering operations converting culvert inlet protection treated prior to discharge as shown on
shown on plans plan.
Designated areas for material delivery and
Material delivery and storage Adjacent to construction entrance and storage. Placed near construction
construction trailer. entrances,away from waterways and
drainage paths
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
Pollutant,or Pollutant Prevention Practices,
Generating Activity Location on site Control Measures
Material use during building process Building areas Follow manufacturer's instructions.
MSDS's attached.
Waste collection area will not receive a
substantial amount of runoff from upland
areas and does not drain directly to a
waterway. Containers have lids covered
before periods of rain,or are in a covered
Solid waste disposal As provided by contractor area. Scheduled collection to prevent
overfilling.MATERIALS NOT TO BE
BURIED ON-SITE
Convenient and well-maintained portable
sanitary facilities will be provided,and
Sanitary waste Current locations shown on plan located away from waterways or inlets.
Such facilities shall be regularly
maintained.
Apply fertilizers in accordance with
Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not
during rainfall events
To be treated in a sediment basin or better
Wash area is located at the construction control as specified on plan.Minimize
Wash Waters entrance.Adjacent diversion dike will the discharge of pollutants from
divert wash water to sediment trap.
equipment and vehicle washing
Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all
plan wash waters per the plan
Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products,
construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other
materials present on the site to precipitation and to stormwater.
(Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing
site changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater
discharges.)
D. Non-stormwater discharges
Discharge Pollutants or Pollutant Location on Site
Constituents
Dust control water Sediment As shown on plan
Sire
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
Dischatge Pollutants or Pollutant Location on Site
Constituents
E. Persons responsible for pollution prevention practices
(Provide the names and contact information for all persons responsible for prevention practices as listed
above.)
Mr. Brian Roy
P.O. Box 1099
Charlottesville, VA 22902
434.996.3904
F. Response and reporting practices
Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement
chemical spill and leak prevention and response procedures as follows.
Respond to all spills, leaks and discharges as follows;
Materials and equipment necessary for oil or chemical spill cleanup will be kept in the temporary material storage
trailer onsite. Equipment will include,but not be limited to,brooms,dust pans,mops,rags,gloves,goggles,kitty litter,
sand,saw dust,and plastic and metal trash containers.
All oil or other chemical spills will be cleaned up immediately upon discovery. Identify and stop source of
discharge. Use absorptive materials to soak up as much chemical as possible. Place all contaminated material in trash
containers for disposal.
Report all spills,leaks and discharges as follows;
(Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.)
Reports will be made to the following:
Virginia Department of Emergency Management
Emergency Operations Center(EOC)
Phone: (800)468-8892
Spills large enough to reach the storm sewers will be reported to the National Response Center at 1-800-424-8802.
Nire
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
G. Pollution Prevention Awareness
Skase
(Describe training and procedures to provide awareness and compliance for all measures in this
document; waste management, wash waters, prevention measures. etc.)
The registered land disturber shall oversee all construction activities to implement and maintain pollution prevention
measures. As such training and procedures shall be provided by contractor for each worker on site before they begin land
disturbing activities. Training on implementation of erosion and sediment control devices/procedures must be provided by
registered land disturber each time a new E&SC procedure is constructed.
Sieve
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
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himaed to conslruclronb.00 g.anular construction staking without IM express written consent of TIMMONS GROUP.
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' Section 7. Discharges to impaired waters, surface waters within an applicable
TMDL wasteload allocation, and exceptional waters.
This site discharges to impaired waters as detailed on the following sheets.
Enhanced inspection frequency is required as outlined below:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business
days or (ii) at least once every five business days and no later than 48 hours following a
measurable storm event. In the event that a measurable storm event occurs when there are
more than 48 hours between business days, the inspection shall be conducted on the next
business day; and
(2) Representative inspections used by utility line installation, pipeline construction, or other
similar linear construction activities shall inspect all outfalls discharging to surface waters
identified as impaired or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit.
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
J
J
J
Development of the Total Maximum Daily Load
(TMDL) for Fecal Coliform Bacteria in
Moore's Creek, Albemarle County, Virginia
Submitted by:
Virginia Department of Environmental Quality
Virginia Department of Conservation and Recreation
Prepared by:
Teresa B. Culver, Yanbing Jia, Rajat Tikoo,
and Jared Simsic
of the
Department of Civil Engineering
University of Virginia, Charlottesville, Virginia
And
Rochelle Garwood
of the
Thomas Jefferson Planning District Commission
Charlottesville, Virginia
May 2002
Project Personnel
Department of Civil Engineering, University of Virginia
Teresa B. Culver, Associate Professor
Yanbing Jia, Research Assistant
Rajat Tikoo, Research Assistant
Jared Simsic,Research Assistant
Thomas Jefferson Planning District Commission
Rochelle Garwood,Planner
Chris Gensic, Planner
Harrison Rue, Director
Department of Environmental Quality 1414
Sandra Talarovich Mueller, Regional TMDL Coordinator, Valley Regional Office
David Lazarus, Water Quality Assessment Office, Richmond
Department of Conservation and Recreation
William Keeling, TMDL Project Coordinator, Richmond, Virginia
Michael Bowman,James River Watershed Manager
�1I
Moore's Creek TMDL
Figure 6.2 Validation of fecal coliform bacteria predictions during the allocation
period 6-7
Figure 6.3 Resultant 30-day geometric mean concentrations resulting from
removal of a single source type 6-9
Figure 6.4 Comparison of 30-day geometric mean over the allocation period for
base case conditions and for Scenario 11 6-11
*416.r
fir✓
Moore's Creek TMDL ix
Executive Summary `'
Introduction
The Moore's Creek watershed (VAV-H28R) is a sub-watershed of the Upper Rivanna
River Watershed. The watershed drains 34.92 sq. miles of Albemarle County, Virginia,
including the southern portion of the City of Charlottesville. Moore's Creek flows
approximately 11 miles from its source in the Ragged Mountains to its confluence with
the Rivanna River in Charlottesville. The watershed is predominantly forested, with
residential areas, grasslands, and urban areas the other major land uses.
Water quality sampling on Moore's Creek between August 1991 and January
2002 found that 14.5% of the water samples violated the instantaneous fecal coliform
standard of 1000 cfu/100 ml and that the 30-day geometric mean standard of 200 cfu/100
ml was violated 59% of the time. Due to the high percentages of violations (over 10%)
the stream was placed on Virginia's 1998 303(d) list of impaired waters. A 6.37-mile
reach from the intersection of U.S. Route 29 and County Route 1106 to the confluence of
the Rivanna River was listed as impaired due to elevated levels of fecal coliform bacteria.
In response to the impairment, a Total Maximum Daily Load (TMDL) for fecal
coliform bacteria has been developed for Moore's Creek. The TMDL takes into account
all sources of fecal coliform bacteria, including background sources, considers critical
conditions and seasonal variability, and includes a margin of safety. Incorporation of E.
coli into Virginia's Water Quality Standards,January 2011,Geometric Mean of 126 e.coli
cfu/100 mL, is reflected in the updated TMDL equation and will be updated in permits as
appropriate. Community participation has been encouraged throughout the process.
Details are reviewed below.
Critical Conditions
An analysis of the water quality monitoring record in Moore's Creek shows that
violations of 30-day geometric mean standard occur more than 10% of the time in every
month of the year and that violations of the instantaneous standard have also been
observed in every month of year. Furthermore, violations of the fecal coliform standard
J
Moore's Creek TMDL x
occur during both dry and wet weather events. Therefore, the critical condition for fecal
coliform bacteria in Moore's Creek is the typical hydrologic year. Special consideration
will be given to the extremes of flow, including periods of very low flows and large
storm events.
Sources and Loading of Fecal Coliform Bacteria
Fecal coliform bacteria originate from all warm-blooded animals and can
contaminate a stream from point and nonpoint sources. In the Moore's Creek watershed,
fecal coliform bacteria are discharged from two point sources, the Moore's Creek
Advanced Wastewater Treatment Plant, operated by the Rivanna Water and Sewer
Authority, and Southwood Mobile Home park, which operates its own package treatment
plant. The average fecal coliform concentration in the Moore's Creek Plant effluent is 17
cfu/100 ml, and the average volume of outflow is 11 million gallons per day. This
facility discharges just downstream from the state water quality monitoring site. The
Southwood Mobile Home Park is located along Biscuit Run upstream of the water quality
monitoring site. Poorly treated waste was observed around the outfall from the
Southwood Mobile Home Park plant in February 2002, although there is no record of
chronic permit violations from this plant. The plant has a permit limit of 200 cfu/100 ml
and an average outflow of 39,000 gallons per day. The Virginia Department of
Environmental Quality (VADEQ) water quality monitoring staff is currently
investigating waste solids in the receiving stream near the outfall of Southwood.
VADEQ will manage this problem through compliance assistance or enforcement.
Nonpoint sources include background wildlife, livestock,pets, and humans. Major
wildlife species are deer, geese,raccoons, muskrat, and beaver. Wildlife loads were
applied to both the land surface and as direct input to the stream. Although agriculture is
not intensive in the Moore's Creek watershed, cattle, horses, and goats contributed to the
fecal coliform load to the land. In addition, cattle had access to the stream at two sites,
where direct cattle loads to the stream can occur. Pet loads are dominated by dogs.
Human nonpoint source loads come from failing septic systems, straight pipes to the
stream, and leakage from sanitary sewers. A bacterial source tracking study concluded
that the system was dominated by wildlife impacts, followed by livestock. While human
Moore's Creek TMDL xi
sources did not dominate the samples in the bacterial source tracking study, human
bacteria were consistently detected.
Modeling
The BASINS Nonpoint Source Model (NPSM) and the Hydrologic Simulation Program-
FORTRAN (HSPF) were used to simulate flow and the fate and transport of fecal
coliform bacteria in the Moore's Creek watershed. These models incorporate temporal
and spatial variability within the watershed.
Due to a minimal amount of flow observations from Moore's Creek, an
equivalent watershed approach and synthetic flow generation were used to calibrate the
hydrological component of the models. The Buck Mountain Run watershed within the
Rivanna drainage system was selected as an equivalent watershed. The HSPF/NPSM
model was calibrated to the Buck Mountain Run watershed, which is similar although a
bit less developed than the Moore's Creek watershed,for the five-year period between
10/1992-9/1997. A synthetic flow generator that combined an artificial neural network
and a maintenance of variance approach was developed and demonstrated on the Buck
Mountain Run watershed.
The synthetic flow generator was then applied to the Moore's Creek system to
create flow predictions for the period over which significant water quality and flow
observations exist(10/1996-8/2001). The synthetic flow predictions not only accurately
reproduced the observed flows on Moore's Creek, but also provided a continuous
calibration target for the NPSM/HSPF model on Moore's Creek. NPSM/HSPF
parameters for the Buck Mountain Run watershed were adjusted to accurately reproduce
the synthetic flows for the 5-year period. The water quality model was then calibrated to
the observed fecal coliform concentrations over the same 5-year period. The fecal
coliform loads that were applied directly to the stream and to the land surface were
calculated on a monthly basis to account for seasonal variability in wildlife populations
and the varying time that cattle will spend in the stream.
Moore's Creek TMDL xii
Results for Existing Conditions
Water quality predictions during the calibration period predicted that under
current conditions the instantaneous standard would be violated 18% of the time and the
30-day geometric mean criterion of 200 cfu/100m1 would be violated 62.8% of the time.
Of the bacteria that reached the stream,40.1% were from wildlife, 34.1% from livestock,
19.4% from dogs, and 6.4% from human sources, although the relative proportions of
these sources may shift, dependent on whether the stream was at low or high flows and
with season.
Margin of Safety
The fecal coliform load in the TMDL is divided into three categories. One is the
margin of safety (MOS). A margin of safety will be explicitly added by achieving
concentrations 5% below the 30-day geometric mean criterion of 200 cfu/100 ml. The
remaining allowable 190 cfu/100m1 is divided between the allowable loading from point
sources (termed the waste load allocation, WLA) and the allowable loading from
nonpoint sources (termed the load allocation, LA).
TMDL Allocation Scenarios
Establishment of a TMDL is meant to provide a loading that will be protective of
water quality in the future. Thus, future conditions were used for determination of the
allowable load. A human population increase and land use changes were assumed,
consistent with the current population growth rate of the county and the county growth
area plan.
For the base case for future land-based nonpoint source loads, the fecal coliform
loading rates (counts/acre/month) for most land uses were held constant with the rates
from the current conditions. The exception was for grasslands, which included pastures.
Due to a rapid decline in livestock populations,the loading rate used for grasslands
during the calibration period was not representative of the anticipated loading in the
future. Therefore, the loading rate for grasslands for the base case was modified to be
consistent with the 2002 population and distribution of livestock within the watershed.
Moore's Creek TMDL xiii
Overall, the grassland loading rates under future conditions averaged 53% of those used
during the calibration period.
For the base case, future loads of coliform bacteria deposited directly in Moore's
Creek will come from four sources: the two point sources and cattle and wildlife in the
stream. Both point sources were modeled as discharging at their maximum permitted
concentration of 200 cfu/100 ml and their expected average outflows. With the increase
in population, the future average outflow from the Moore's Creek wastewater treatment
plant increases to 15 million gallons per day, while the flow volume from Southwood
facility remains unchanged. The direct load from cattle in stream was also reduced due to
loss of livestock from one of the stream access areas. Wildlife deposition directly to the
stream was assumed unchanged from that determined for the present case simulations.
Although some modifications to the wildlife populations and distribution are expected to
be induced by land use alterations, some wildlife populations will decrease while others
will increase. Thus changes in wildlife numbers tend to offset,leaving only a small
impact, relative to the model uncertainty, on the total wildlife load deposited directly in
the stream.
*01)
TMDL allocation scenarios were then generated by reducing the base case loads.
The first step in building an allocation scenario was removal of all non-permitted human
bacterial loads (straight pipes, sewer system leakage, and failing septic systems) and
exclusion of cattle from the stream. These changes alone are insufficient to meet the
TMDL goal. However, since untreated human waste should not be reaching the stream
and allowing livestock access to the stream is an inappropriate management practice,
these two steps were assumed in all other scenarios. Furthermore, adding extreme
reductions in the remaining land-based loads from human activities was insufficient to
meet the TMDL target.
Therefore a TMDL allocation that reduced both the direct wildlife loads to stream
and the remaining land-based nonpoint source loads was developed. Reduction levels
varied by subwatershed and by land use. Table 1 shows the recommended load
reductions to meet the TMDL goal. As in previous scenarios, all non-permitted human
{
sources were removed and cattle were removed from the stream. Some subwatersheds
show zero reductions in one or more of these sources simply because there were no such
Moore's Creek TMDL xiv
kir"' sources in the subwatershed under base case conditions. Residential reductions were
assigned to developed subwatersheds along or near the main stem of Moore's Creek.
Reductions in grassland loads were assigned to subwatersheds that still held significant
numbers of livestock. The high percentage reduction to grasslands in subwatershed 9,
assumes that the feral goat population will be removed and best management practices
will be put in place around the stockyard. For subwatersheds with a significant urban
area, urban contributions were reduced from 45% to 50%, with the highest reductions
assigned to the subwatersheds near the main stem of Moore's Creek.
Table 1. TMDL load reductions for the Moore's Creek watershed. (SW# indicates
subwatershed number.)
Percentage Reductions in Contributions from:
Other NPS: By Land Use
SW# Direct Straight Septic Sewer Direct Forest Low- Med- Grass- Urban
Cattle Pipe NPS Leak- Wildlife Density Density land
age Resid. Resid.
1 0 100 100 100 40 0 0 0 0 45
2 0 0 100 0 40 0 0 0 0 45
3 100 100 100 0 40 0 0 0 30 45
4 0 0 0 0 40 0 0 0 0 0
5 0 0 100 100 40 0 30 30 30 50
6 0 100 100 100 40 0 40 40 30 45
7 0 100 100 0 40 0 0 0 30 0
8 0 0 100 0 40 0 0 0 30 0
9 0 0 100 100 40 0 50 50 85 50
10 0 0 0 100 40 0 50 50 0 50
11 0 0 0 100 40 0 50 50 0 50
The corresponding TMDL load allocations for the Moore's Creek watershed are
shown in Table 2. The allocations are based on the total contributions to the stream.
Each point source is allocated its permitted waste load allocation (WLA). The
contribution from the Southwood Mobile Home Park (VA0029955) load, at 200 cfu/100
ml and an average outflow of 39,000 gallons/day, is shown under WLA(SW), while the
contribution from the Moore's Creek Advanced Wastewater Treatment Plant
(VA0025518) load, at 200 cfu/100 ml and an average flow of 15 million gallons per day,
is shown under WLA(MC). These allocations require no reduction from the permitted
point source loads, although any permit violations are assumed eliminated. Table 2 also
Moore's Creek TMDL xv
shows the total allocation to nonpoint sources (ELA) and the load reserved as a margin of
safety (MOS). To meet this TMDL, the required reduction of all nonpoint source
contributions (direct to stream and land based; human controlled and background) is
31.8% compared to current contributions or 34.6% compared to the base case future
contributions. Table 2. was changed to reflect the inclusion of both bacteria Water
Quality Standards (fecal and e. coli), accommodate the preexisting permitted pollutant
waste load allocation, clarify the appropriate temporal units, and delineate and update the
Future Growth.
Table 2: Average Annual and Daily TMDL load allocations (for both fecal and e. coli cfu)
Description WLA(SW) WLA(MC) FG ELA MOSS TMDL
Modified Daily
2.74E+08 1.14E+11 4.64E+10 1.61E+12 9.34E+10 1.87E+12
(fecal cfu/day)
Modified Annual
1.00E+11 4.14E+13 1.69E+13 5.89E+14 3.41E+13 6.81E+14
(fecal cfu/year)
Modified Daily
1.86E+08 7.15E+10 2.92E+10 1.02E+12 5.89E+10 1.18E+12
(e. coli cfu/day)
Modified Annual
6.79E+10 2.61E+13 1.07E+13 3.71E+14 2.15E+13 4.29E+14
(e. coli cfu/yr)
'Five percent of the TMDL
The selected allocation scenario described in Table 1 may be conservative if the
upstream point source (Southwood) regularly discharges at levels below its maximum
permitted level. Since the allocation assumes that the point sources are discharging at
their maximum permitted levels, any excess load assigned to the point source takes away
available loading from other sources. Thus, the reductions required from wildlife and the
other nonpoint source land loads may need adjustment as staged implementation occurs
and if monitoring data reflects obtainment of water quality standards.
Implementation and Reasonable Assurance
Section 303(d) of the Clean Water Act does not specify an implementation process for
TMDLs. However, Virginia's 1997 Water Quality Monitoring, Information, and
Restoration Act directs the VADEQ to develop a plan for the expeditious implementation
of TMDLs. VADEQ plans to incorporate TMDL implementation plans as part of the
Moore's Creek TMDL xvi
S""° 303(e) Water Quality Management Plans (WQMP). In a recent Memorandum of
Understanding between the VADEQ and U.S. Environmental Protection Agency, the
VADEQ has committed to updating the WQMPs. Thus, the WQMP will serve not only
as a repository of TMDLs, but also maintain a record of the current progress on TMDL
implementation plans. Each implementation plan will contain expected dates of
achievement of water quality objectives, estimated costs, and a description of availability
of funds for implementation of corrective actions.
Implementation of the management plan to meet the TMDL will occur in stages.
A potential Phase 1 goal could be reduction in the violations of the 30-day geometric
mean criterion to less than 10% of the time. Removal of all straight pipes and any
episodic permit violations at the Southwood Treatment plant would reduce the violations
of the 30-day geometric mean standard to 5.0% of the time.
Public Participation
A community TMDL advisory committee was convened by the Thomas Jefferson
Planning Disctrict Commission (TJPDC). Ultimately 12 people were named to the
community advisory committee by the TJPDC, including representatives from Albemarle
County, the City of Charlottesville, the Rivanna Water and Sewer Authority, the Thomas
Jefferson Soil and Water Conservation District, the Albemarle County Farm Bureau, the
Southern Environmental Law Center, the Fry's Springs and Belmont Neighborhood
Associations, and several other interested citizens. The community advisory committee
met on September 21, 2001, November 27, 2001, February 12, 2002, and March 26,
2002. The advisory committee reviewed and provided feedback on the preliminary
loading assumptions and on the final TMDL draft report. Their suggestions were
incorporated into the loading assumptions during the calibration of the water quality
model and into the final TMDL report.
In addition, in compliance with the U.S. Environmental Protection Agency
requirement for public participation, three public meetings were organized and conducted
as part of the formal TMDL process. Public meetings were held in Charlottesville on
June 7, 2001, November 15, 2001, and March 25, 2002. The first two meetings
Moore's Creek TMDL xvii
rr -
introduced and reviewed the current status of the TMDL development, while the third
meeting presented the draft TMDL report.
Watershed stakeholders will have opportunities to continue to provide input and
participate in the development of implementation plans for the TMDL. Regional and
local offices of the VADEQ and Virginia Department of Conservation and Recreation,
along with other cooperating agencies, will continue to provide support during the plan
development and implementation stages.
14111)
Moore's Creek TMDL xviii
Chapter 1: Introduction
1.1 Overview of the Moore's Creek Impairment
The Moore's Creek watershed drains 34.92 sq. miles of Albemarle County, Virginia,
including the southern portion of the City of Charlottesville. Moore's Creek discharges
into the Rivanna River shortly downstream from the Moore's Creek Advanced
Wastewater Treatment plant(WWTP). Figure 1.1 shows the study area. The watershed
is predominantly forested,with residential areas, grasslands, and urban areas making up
the other major land uses. Land uses are described in more detail in Section 3.4.
r pit-r '� ArakithY"
�( ( 4 . CHARLOTTESVILLE' \ ij
r f ,,. ff'.-
c ) , - it*,
Yi i ---"--i, l-Y / Stream Network
WWTP
1 ; Vdatershed Boundary
r'" ^-y Th- J� City Bcsundarics
I ' • Coliform Study Area
l -" E
3 U 3 6 MINS
Figure 1.1 The Moore's Creek watershed.
Moore's Creek, like all waters in Virginia, is designated for the following uses (9
VAC 25-260-10): recreation (e.g. swimming and boating); the propagation and growth of
a balanced, indigenous population of aquatic life, including game fish, which might
reasonably be expected to inhabit them; wildlife habitat, and the protection of edible and
marketable natural resources. If a waterbody cannot fully support its designated uses, it
is considered impaired.
Moore's Creek TMDL 1-1
Fecal coliform bacteria are found in the intestinal tracts and fecal matter of warm- •
blooded animals. Fecal matter,which is very high in fecal coliform bacteria,may be
discharged into the stream from point and non-point sources. While fecal coliform
bacteria are typically not pathogenic,they are used as an indicator species for pathogens.
The more fecal coliform bacteria in a water sample, the more likely the water sample
contains pathogens, which may also be present in fecal matter. For recreational uses,
health risks increase as the fecal coliform concentration in the waterbody increases.
States are required by the Clean Water Act to identify and report to the U.S.
Environmental Protection Agency (USEPA)their water quality-impaired waters. The
Virginia Department of Environmental Quality (VADEQ)has found sufficient
exceedances of the water quality standard for fecal coliform bacteria at its water quality
monitoring station on Moore's Creek(Station ID 2-MSC000.60)to conclude that the
swimmable use was only partially supported. Thus, in 1998,Moore's Creek was placed
on Virginia's 303(d)List of Impaired Waters (VADEQ 1998). A 6.37-mile reach from
the intersection of U.S. Route 29 and County Route 1106 to the confluence of the
Rivanna River was listed as impaired due to elevated levels of fecal coliform bacteria.
1.2 Overview of the Total Maximum Daily Load Process
Section 303(d) of the Clean Water Act and the USEPA's Water Quality Management
and Planning Regulation(40 CFR Part 130)require states to develop total maximum
daily loads (TMDLs)for an impaired waterbody. A TMDL is the greatest amount of a
pollutant that a waterbody can receive without violating applicable water quality
standards. Background concentrations,point source loadings, and nonpoint source
loadings are considered. Furthermore, a fraction of the allowable load is reserved for a
margin of safety to account for uncertainty and variability in TMDL development.
Critical conditions must be identified, and then analysis and management alternatives
must consider these critical conditions. Through the TMDL process, states can establish
water-quality based controls to reduce pollution and restore the quality of their water
resources (USEPA 1991). Thus, a TMDL should set bounds for long-term sustainable
watershed management. A detailed description of the TMDL program can be found at
the USEPA web site (2002).
110
Moore's Creek TMDL 1-2
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting
inspections.)
Mr. Mike Collins
Branch Associates
1100 Boulders Pkwy, Suite#600
Richmond, VA 23225
804.401.7417
*kw
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
Identification of Qualified Personnel
The individuals responsible for conducting inspections must be identified,in
accordance with the General VPDES Permit for Discharges of Stormwater from
Construction Activities. If the identified individual changes,it must be noted below.
Site:
Name:
Title:
Company:
Address:
Telephone:
Qualifications:
Name:
Title:
Company:
Address:
Telephone:
Qualifications:
Section 9. Signed Certification
(Provide certificai , r, �, ; ;C25-870-370. For purposes of plan review and approvals, this
certification lhould be the owner of the property, the same signature as appears on the bonds and
applications. Another operator can be designated on the delegation of authority form to follow
CERTIFICATION
"I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gather
and evaluate the information submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information, the information submitted
is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations."
Owner/Operator Name: Mr. Brian Roy
Company: BR Management
Title: C9 Lbw-
Signature:
Date: 1/70
Mr. Brian Roy
BR Management
P.O. Box 1099
Charlottesville, VA 22902
434.996.3904
Ne..
Issued- 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Stow Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stonnwater
pollution prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
Brian Roy (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 Woolen Mills Redevelopment
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)
Branch Associates (company)
1100 Boulders Pkwy, #600 (address)
Richmond, VA 23225 (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".
Sive
Operator Name: Mr. Brian Roy
Company: BR Management
Title:
Signature:
Date:
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County
Section 11. General permit copy
(Provide a copy of the construction general permit. 9VAC25-880)
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
`''owe Section 12. Inspection logs
INSPECTION FREQUENCY:
(1) Inspections shall be conducted at a frequency of(i) at least once every four business days or(ii) at
least once every five business days and no later than 48 hours following a measurable storm event. In
the event that a measurable storm event occurs when there are more than 48 hours between business
days, the inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction, or other similar
linear construction activities shall inspect all outfalls discharging to surface waters identified as impaired
or for which a TMDL wasteload allocation has been established and approved prior to the term of this
general permit.
NISire
Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County