HomeMy WebLinkAboutWPO201700050 Plan - Stormwater WPO VSMP 2017-07-12 7
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Stormwater Pollution Prevention Plan
Water Protection Ordinance
Crutchfield Corp.
1540 Quiet Acres Ln.
Charlottesville, VA 22911
(434) 817-1000
Operator(s):
Responsible Land Disturber
RLD Address
RLD Address
RLD Phone Number
Qualified Inspection Personnel:
(To be determined)
Telephone Number
Some Qualifications:
Stormwater Manager:
Eric Woolley, P.E.
SWPPP Contact(s):
Eric Woolley, P.E.
SWPPP Preparation Date:
APPROVED
06/ 14/2017 by the Albemarle County
Community Development Department
Date 1-vt. t1
Estimated Project Dates:
File 002,0100oc0
Start of Construction: 08/01 /2017
Completion of Construction: 10/31 /2018
Y
Stormwater Pollution Prevention Plan (SWPPP)
Crutchfield Corporation
CERTIFICATION AND NOTIFICATION
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.
Name: Title:
Signature: Date:
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.
Name: Title:
Signature: Date:
Sow
ii
V
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Delegation of Authority
I, (name),hereby designate the person or specifically described
position below to be a duly authorized representative for the purpose of overseeing compliance
with environmental requirements,including the Construction General Permit, at the Crutchfield
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,phone number)
erre
By signing this authorization, I confirm that I meet the requirements to make such a designation as
set forth in the Construction General Permit(CGP), and that the designee above meets the
definition of a"duly authorized representative".
Operator Name:
Company: Title:
Signature: Date:
re
iii
I
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Table of Contents
sloe
CERTIFICATION AND NOTIFICATION ii
SECTION 1: SITE EVALUATION, ASSESSMENT,AND PLANNING 1
1.1 Project/Site Information 1
1.2 Contact Information/Responsible Parties 2
1.3 Nature and Sequence of Construction Activity 3
1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns 4
1.5 Construction Site Estimates 5
1.6 Receiving Waters 5
1.7 Site Features and Sensitive Areas to be Protected 6
1.8 Potential Sources of Pollution 6
1.9 Endangered Species Certification 7
1.10 Historic Preservation 9
1.11 Maps 9
SECTION 2: EROSION AND SEDIMENT CONTROL BMPS 10
SECTION 3: GOOD HOUSEKEEPING BMPS 19
3.1 Good Housekeeping BMPs 19
SECTION 4: SELECTING POST-CONSTRUCTION BMPs 25
SECTION 5: INSPECTIONS and MAINTENANCE 26
5.1 Inspections 26
5.2 Maintenance of Controls 27
SECTION 6: FINAL STABILIZATION 28
fir✓ SWPPP APPENDICES 29
App A- General Location Map
App B - Site Maps
App C - Copy of Construction General Permit
App D - Copy of Permit Coverage Letter with Registration Number Issued by VSMP
App E - Inspection Reports
App F - Corrective Action Log
App G - Log of Major Grading Activity
App H - Log of Permanent/Temporary Halts in Construction
App I - Log of Changes and Updates to SWPPP
App J - Log of Initiation of Stabilization
App K- Log of Properties No Longer Under Operator Control
App L- Subcontractor Certifications/Agreements
App M - Erosion and Sediment Control (ESC)Narrative and Plan
iv
y 1
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
SECTION 1 : SITE EVALUATION, ASSESSMENT, AND
PLANNING
1.1 Project/Site Information
Project Information:
Project/Site Name: Crutchfield Corporation
Project Street/Location: 1540 Quiet Acres Lane
City: Charlottesville State: Virginia Zip Code: 22911
County or Similar Subdivision: County of Albemarle
Latitude/Longitude
Latitude: Longitude:
38 °08 '37.3 "N(degrees,minutes, seconds) -78 °26'44.3 "W(degrees,minutes, seconds)
Method for determining latitude/longitude:
❑ USGS topographic map (specify scale:) ❑ EPA Web site ® GPS
❑ Other(please specify):
Is the project located in Indian country? ❑ Yes ® No
If yes,name of Reservation, or if not part of a Reservation, indicate "not applicable."
Not applicable
Is this project considered a federal facility? El Yes ® No
VSMP permit number:
(This is the unique identifying number assigned to your project by your permitting authority after you have
applied for coverage under the construction general permit.)
Type of regional facility/facilities to which site contributes: N/A
err
Woolley Engineering 1
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
1.2 Contact Information/Responsible Parties
Project Information:
Owner:
Crutchfield Corporation
Contact: Bill Crutchfield
1 Crutchfield Park
Charlottesville, VA 22911
Project Manager:
Project Manager
Contact: Project Manager Contact
PM Address
PM Address
Stormwater Manager and SWPPP Contact(s);
Eric Woolley, P.E.
Woolley Engineering
220 East High Street
Charlottesville, VA 22902
Now (434) 973-0045
ewoolley@woolley-eng.corn
This SWPPP Was Prepared By;
Eric Woolley, P.E.
Woolley Engineering
220 East High Street
Charlottesville, VA 22902
(434) 973-0045
sfriend@woolley-eng.com
Responsible Land Disturber:
RLD
RLD Address
RLD Address
RLD Address
RLD Phone Number
Emergency 24 hour contact:
24 hour contact
Phone Number
Woolley Engineering 2
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
sloe 1.3 Nature and Sequence of Construction Activity
Project Information:
Describe the general scope of the work for the project, major phases of construction, etc:
1. Woolley Engineering is responsible for the overall stormwater management plan and for
providing the VSMP documents.
2. Erosion& Sediment control measures shall be put in place providing access to the
property and perimeter control. The implementation of a construction entrance will
utilize existing driveways. Safety fence and silt fence shall be installed, and temporary
seeding shall be applied to all disturbed areas. Soil disturbing activities include: selective
clearing and excavating, clearing and grading, installing erosion and sediment controls,
and installation of post-construction controls.
What is the function of the construction activity?
❑ Residential ❑ Commercial ® Industrial ❑ Road Construction
❑ Linear Utility
❑ Other(please specify):
Estimated Project Start Date: 08/01 /2017
Estimated Project Completion Date: 10/31 /2018
Vii..
Woolley Engineering 3
SWPPP- Crutchfield Corporation
s
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns
Project Information:
Soil type(0;
• According to the USDA Natural Resource Conservation Service soil map for the
County of Albemarle, Virginia, on-site soil consists of Hayesville Loam, Louisburg
Sandy Loam, and Pacolet Sandy Loam. The Hayesville loam and Pacolet Sandy Loam
on-site are classified within hydrologic groups B and C, which have moderate to rapid
runoff potential when thoroughly wet. The Louisburg Sandy Loam is classified within
hydrologic groups C and D, which have low infiltration rates when thoroughly wetted.
• See sheet ES-2.0 in Appendix M for soils map.
Slopes (describe current slopes and note any changes due to grading or fill activities):
• There are a few areas of critical slopes on-site(25-45% slopes)
• All critical slopes on-site are managed steep slopes.
• All of the critical slopes described were man-made during the grading activity
associated with existing asphalt paving on-site.
Drainage Patterns (describe current drainage patterns and note any changes due to grading or
fill activities):
ti.e • Pre-construction, stormwater runoff flows through a drainage ditch along the south east
portion of the site and flows to a retention pond located off-site within the UVA
Research Park. The retention pond has an overflow which ultimately leads to the
Rivanna River.
• Post-construction, a new stormwater extended detention basin located on-site adjacent
to the Airport Industrial Park will treat stormwater on-site prior to entering the off-site
basin.
• Post-construction, a small portion of the site in the western most corner does not drain
to the basin. Due to an increase in impervious surface this area will be mitigated with
the use of three"Filterra"precast biofilters located within the parking lot.
Vegetation:
• Pre-construction the site is seeded and primarily wooded with a mix of deciduous and
non-deciduous trees and shrubs.
• Post-construction disturbed open areas will be stabilized with vegetative groundcover.
Other:
• Drainage from the site flows into an unnamed tributary, then into Flat Branch which
ultimately flows into the North Fork Rivanna River. These waterways will not be
impacted for this project since they are outside of the scope for this project.
Woolley Engineering 4
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
1.5 Construction Site Estimates
tiur
Project Information:
The following are estimates of the construction site:
Construction site area to be disturbed 4.90 acres
Total parcel area 13.16 acres
Percentage impervious area before construction 41
Runoff coefficient before construction 0.60
Percentage impervious area after construction 52
Runoff coefficient after construction 0.65
1.6 Receiving Waters
Project Information:
Description of receiving waters:
Surface runoff from the site flows to an unnamed tributary,then into a retention pond off-site
located within the UVA Research Park with an overflow which ultimately enters into the
Now* Rivanna River, a tributary to the James River. Stormwater runoff from disturbed areas will pass
through multiple erosion & sediment control measures which will collect sediment prior to
overland flow into a temporary sediment basin.
Description of waters subject to TMDLs:
The North Fork Rivanna River is currently listed on the 2014 303(d) list for the state of Virginia
as an impaired waterway under category 4A citing Escherichia Coli as the pollutant responsible
for the listing.
Provide link to impaired water referenced from Virginia's TMDL website:
http://deq.state.va.us/Portals/0/DEQ/Water/W aterQualityAssessments/IntegratedReport/2014/ir l
4 Appendixlc Category 4A List.pdf
(Accessed 06/16/2017)
Describe the designated uses of the water body:
Recreation
Please list any measures that will be used to meet the TMDL(s):
Surface runoff from this project will flow through silt fencing, a sediment trap, and other
measures prior to ultimately entering the North Fork Rivanna River; therefore, there will be no
impact on TMDLs from this project.
`r+..
Woolley Engineering 5
SWPPP- Crutchfield Corporation
1
Stormwater Pollution Prevention Plan (SWPPP)
Crutchfield Corporation
Now
1.7 Site Features and Sensitive Areas to be Protected
Project Information:
Description of unique features and measures to protect them:
• An unnamed tributary flows through the northern portion of the site. Surface runoff from the
project will flow through multiple E&S measures prior to ultimately leading into the North
Fork Rivanna River.
1.8 Potential Sources of Pollution
Project Information:
Potentials sources of sediment to stormwater runoff:
• Land clearing and grubbing operations
• Grading and site excavation operations
• Vehicle Tracking
• Landscaping operations
Noow Potential pollutants and sources, other than sediment, to stormwater runoff:
• Combined Staging Area- small fueling activities,minor equipment maintenance, hazardous
waste storage
• Materials Storage Area- general building materials, trash, etc.
• Construction Activity-paving, curb & gutter installation, concrete pouring and building
construction
For all potential construction site pollutants, see table 1 below
Table 1: Potential construction site pollutants
Material/Chemical Physical Description Stormwater Pollutants Location
Pesticides(insecticides, Various colored to Chlorinated hydrocarbons, Herbicides used for
fungicides,herbicides, colorless liquid, powder, organophosphates, noxious weed control
rodenticides) pellets,or grains carbamates,arsenic
Fertilizer Liquid or solid grains Nitrogen,phosphorous Newly seeded areas
Plaster White granules or powder Calcium sulphate,calcium Building construction
carbonate,sulfuric acid
Cleaning solvents Colorless,blue,or yellow- Perchloroethylene, No equipment cleaning
green liquid methylene chloride, allowed in project limits
trichloroethylene,
petroleum distillates
Asphalt Black solid Oil,petroleum distillates Streets and roofmg
Limestone,sand,pH, Curb and gutter,building
Concrete White solid/grey liquid chromium construction
Woolley Engineering 6
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Glue,adhesives White or yellow liquid Polymers,epoxies Building construction
Paints Various colored liquid Metal oxides,stoddard Building construction
solvent,talc,calcium
carbonate,arsenic
Curing compounds Creamy white liquid Naphtha Curb and gutter
Wood preservatives Clear amber or dark brown Stoddard solvent, Timber pads and building
liquid petroleum distillates, construction
arsenic,copper,chromium
Hydraulic oil/fluidsBrown oily petroleum Mineral oil Leaks or broken hoses
hydrocarbon from equipment
Gasoline Colorless,pale brown Benzene,ethyl benzene, Secondary
or pink petroleum toluene,xylene,MTBE containment/staging area
hydrocarbon
Diesel Fuel Clear,blue-green to Petroleum distillate,oil& Secondary
yellow liquid grease,naphthalene, containment/staging area
xylenes
Kerosene Pale yellow liquid Coal oil,petroleum Secondary
petroleum hydrocarbon distillates containment/staging area
Antifreeze/coolant Clear green/yellow liquid Ethylene glycol,propylene Leaks or broken hoses
glycol,heavy metals from equipment
(copper,lead,zinc)
Bacteria,parasites,and
Sanitary toilets Various colored liquid Staging area
viruses
`rr
1.9 Endangered Species Certification
Project Information:
Are endangered or threatened species and critical habitats on or near the project area?
® Yes ❑ No
Describe how this determination was made:
A study of the Virginia Department of Game and inland fisheries website was made in June of
2017 to determine if endangered or critical habitats reported or potential habitats could be
located within a three mile radius of the site. The website suggested that there could potentially
be as many as fourteen endangered or threatened species near the site. The website that was used
to make this determination is:
http://vafwis.orgdwis/index.asp
(Accessed 06/16/2017)
See table 2 below for potential specific species in the surrounding area within a 3 mile radius of
Soy' the site.
Woolley Engineering 7
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Saw
Table 2: Endangered/Threatened species and critical habitats
BOVA Status Tier Common Name Scientific Name
Code
060017 FESE Ia Spinymussel, James Pleurobema collina
050035 FESE IIa Bat,Virginia big-eared Corynorhinus townsendii
virginianus
050022 FTST Ia Bat,northern long-eared Myotis septentrionalis
050020 SE Ia Bat, little brown Myotis lucifugus lucifugus
050027 SE Ia Bat, tri-colored Perimvotis subflavus
060006 SE lb Floater,brook Alasmidonta varicosa
040096 ST Ia Falcon,peregrine Falco peregrinus
040293 ST Ia Shrike, loggerhead Lanius ludovicianus
060173 ST Ia Pigtoe, Atlantic Fusconaia masoni
100155 ST Ia Skipper,Appalachian grizzled Pyrgus wyandot
060081 ST IIa Floater, green Lasmigona subviridis
040292 ST Shrike,migrant loggerhead Lanius ludovicianus migrans
030063 CC Ills Turtle, spotted Clemmys guttata
030012 CC IVa Rattlesnake,timber Crotalus horridus
*FE=Federal Endangered; FT=Federal Threatened; SE=State Endangered; ST=State Threatened; FC=Federal Candidate;
FS=Federal Species of Concern; CC=Collection Concern
**I=VA Wildlife Action Plan-Tier I-Critical Conservation Need; II=VA Wildlife Action Plan-Tier II-
Very High Conservation Need; III=VA Wildlife Action Plan-Tier III-High Conservation Need;
IV=VA Wildlife Action Plan-Tier IV-Moderate Conservation Need
The site operator shall contact the field office for the U.S. Fish and Wildlife Service to ensure
that construction does not interfere with endangered or threatened species and critical habitats.
Woolley Engineering 8
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
1.10 Historic Preservation
`r.•
Project Information:
Are there any historic sites on or near the construction site?
❑ Yes ® No
• Describe how this determination was made:
A careful study of the Virginia Department of Historic Resources website:
(http://www.dhr.virginia.gov/registers/Counties/register Albemarle.htm) -Accessed
06/16/2017
and the National Parks registry website: (https://www.nps.gov/nr/research/) -Accessed
08/05/2016 suggested that there are no historic places within 3 miles of the site.
1.11 Maps
Project Information:
• See Appendix B- Site Maps
Woolley Engineering 9
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
,, SECTION 2: EROSION AND SEDIMENT CONTROL BMPS
Project Information:
1. Minimize Disturbed Area and Protect Natural Features and Soil:
Describe the areas that will be disturbed with each phase of construction and the methods (signs,
fences, etc.)that you will use to protect those areas that should not be disturbed. Describe
natural features identified earlier and how each will be protected during construction activity.
Also describe how topsoil will be preserved. Include these areas and associated BMPs on your
site map(s) also. Maximum disturbed area is detailed in the site plan.
BMP Description: Topsoil Stockpiles
Topsoil stripped from the immediate construction area will be stockpiled. The stockpile
will be in an area that will not interfere with construction phases and at least 15 feet away
from areas of concentrated flows of pavement. The slopes of the stockpile will not
exceed 2:1 to prevent erosion. A silt fence will be installed around the perimeter of the
stockpile.
Installation Schedule: Topsoil stockpiles will be established during grading
activities. Temporary stabilization will be applied
immediately after the slopes of the stockpile have been
graded and construction equipment transverses the
slopes.
Maintenance and Inspection: The area will be inspected weekly for erosion and
immediately after storm events. Areas on or around the
stockpile that have eroded will be stabilized immediately
with erosion controls. Maintenance and inspection
procedures for the silt fence.
Responsible Staff: Responsible Land Disturber(see page 2)
2. Phase Construction Activity:
Table 3: Estimated timeline of construction
Estimated timeline Construction activity and BMP descriptions
of activity*
08/01/17-08/08/17 Initial Phase(perimeter control)
1. Install safety fence
2. Silt fence installed (see section 2,part 7)
3. Construct stabilized construction entrance (see section 2,
part 9)
4. Surface roughening(see section 2,part 10)
5. Permanent seeding(see section 2,part 4)
08/01/17-08/08/17 Before any site grading activities begin
1. Install silt fences (see section 2,part 7)
2. Install inlet and outlet protection measures (see section 2,
it part 6)
Woolley Engineering 10
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
08/08/17-01/21/18 Site Grading
``'' 1. Begin site clearing and grubbing operations
2. Begin overall site grading
3. Disturbed areas where construction will cease for more than
14 days will be stabilized with erosion controls (section 2,
part 5)
08/08/17-10/17/18 Infrastructure(utilities,parking lot, etc.)
1. Construct staging and materials storage area (section 3, part
2)
2. Install temporary sanitary facilities and dumpsters (section
3,part 1)
3. Install storm sewer
4. Building addition construction
5. Parking lot installation
10/17/18-10/31/18 Final stabilization and landscaping
1. Remove all temporary control BMPs and stabilize any areas
disturbed by their removal with erosion controls
2. Prepare final seeding and landscaping
3. Monitor stabilized areas until final stabilization is reached
*Dates are subject to change
3. Control Stormwater Flowing Onto and Through the Project:
+o,,,, Describe structural practices (i.e.,diversions,berms, ditches, storage basins) including design
specifications and details used to divert flows from exposed soils,retain or detain flows, or
otherwise limit runoff and the discharge of pollutants from exposed areas of the site.
BMP Description: Temporary Diversion Dike
Temporary diversion dikes will run along the perimeter of each drainage area which will
filter into the three temporary sediment traps on-site during phase 1. The top of the earthen
perimeter should be at least 2 feet wide. The bottom width at ground level is 6 feet. The
minimum height for earth dikes is 18 inches, with side slopes no steeper than 2:1. At
points where vehicles will cross the dike, make sure the slope is no steeper than 3:1 and
make the mound gravel rather than soil. See E&S plan- Sheet ES-1.0 in appendix M for
diversion dike locations.
Installation Schedule: Temporary diversion dikes shall be installed prior to
construction in order to divert all runoff from site into
sediment basins.
Maintenance and Inspection: Inspect earthen diversion dikes after each rainfall to
ensure continued effectiveness. Maintain dikes at their
original height. Repair any decrease in height due to
settling or erosion immediately. To remain effective,
earth dikes must be compacted at all times. Regardless
of rainfall frequency, inspect dikes at least once every 2
weeks for evidence of erosion or deterioration
*4•110. Responsible Staff: Responsible Land Disturber(see page 2)
Woolley Engineering 11
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
BMP Description: Diversion
i"r' A channel constructed across a slope with the supporting earthen ridge on the lower side.
Used to reduce the slope length and to intercept and divert stormwater runoff to stabilized
outlets at non-erosive velocities.
Installation Schedule: Diversions will be used on the high side (above
construction) of slopes to direct"clean"water into the
slope drains to outfall below the disturbed areas.
Maintenance and Inspection: Until final stabilization the diversions should be
inspected after each rainfall to ensure continued
effectiveness. Seeded areas which fail to establish
vegetative cover shall be reseeded as necessary. To
remain effective, diversions must have sediment removed
from the channel regularly and repairs performed as
necessary. Regardless of rainfall frequency,inspect
diversions at least once every 2 weeks for evidence of
erosion or sediment buildup.
Responsible Staff: Responsible Land Disturber(see page 2)
4. Stabilize Soils:
Describe controls (i.e.,temporary seeding with native vegetation,hydroseeding, etc.) to stabilize
exposed soils where construction activities have temporarily or permanently ceased. Also
describe measures to control dust generation. Use of impervious surfaces for stabilization should
iltsw be avoided whenever possible.
BMP Description: Temporary Seeding
The establishments of a temporary vegetative cover on disturbed areas by seeding with
appropriate rapidly growing annual plants. This protects slopes exposed during
construction until permanent vegetative cover can be established. Temporary seeding will
apply to all areas on the site that will not be brought to final grade for periods of thirty(30)
days to one year. Selection of the appropriate seed mixture depends upon the time of year
it is to be applied(see schedule on E&S details sheet.)
Installation Schedule: Temporary seeding shall be applied to all denuded areas
prior to permanent stabilization in the form of either
hardscape or permanent seeding. Temporary seeding shall
be used on all fill slopes.
Maintenance and Inspection: All seeded areas will be inspected weekly during
construction activities for failure and after storm events
until a dense cover of vegetation has been established. If
failure is noticed at the seeded area,the area will be
reseeded immediately. After construction is completed at
the site,permanently stabilized areas will be monitored
until final stabilization is reached
Responsible Staff: Responsible Land Disturber(see page 2)
❑ Permanent ® Temporary'to
Woolley Engineering 12
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
BMP Description: Permanent Seeding
*Awe Establishment of perennial vegetative cover by planting seed on rough-graded areas that
will not be brought to final grade for a year or more or where permanent, long-lived
vegetative cover is needed on fine-graded areas.
Installation Schedule: Portions of the site where construction activities have
permanently ceased will be stabilized as soon as possible
but no later than 14 days after construction ceases
Maintenance and Inspection: All seeded areas will be inspected weekly during
construction activities for failure and after storm events
until a dense cover of vegetation has been established. If
failure is noticed at the seeded area,the area will be
reseeded immediately. After construction is completed at
the site,permanently stabilized areas will be monitored
until final stabilization is reached
Responsible Staff: Responsible Land Disturber(see page 2)
® Permanent ❑ Temporary
BMP Description: Dust Control
Dust from the site will be controlled by using a mobile pressure-type distributor truck to
apply potable water to disturbed areas. The mobile unit will apply water at a rate of 300
gallons per acre and minimized as necessary to prevent runoff and ponding.
Installation Schedule: Dust control will be implemented as needed once site
grading has been initiated and during windy conditions
(forecasted or actual wind conditions of 20 mph or
greater)while site grading is occurring. Spraying of
potable water will be performed no more than three times
a day during the months of May-September and once per
day during the months of October-April or whenever the
dryness of soil warrants it.
Maintenance and Inspection: At least one mobile unit will be available at all times to
distribute potable water to control dust on the project area.
Each mobile unit will be equipped with a positive shutoff
valve to prevent over watering of the disturbed area.
Responsible Staff: Responsible Land Disturber(see page 2)
Woolley Engineering 13
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
S. Protect Slopes:
Describe controls (i.e., erosion control blankets, tackifiers, etc.) including design specifications
and details that will be implemented to protect all slopes.
BMP Description: Soil Stabilization Blankets &Matting
Geotextile erosion control blankets will be used to provide stabilization for the trenches.
The blanket will cover the entire area of the graded slope. The blanket will be installed by
digging a small trench on the upside of the slope, 12 inches wide by 6 inches deep, and
stapling the leading edge of the blanket in the trench. The blanket will be rolled down the
slope slowly to maintain soil contact and stapled in 12-inch intervals. If the blanket cannot
cover the entire slope, the blankets will be overlapped (minimum of 2 inches) and stapled
at the overlapped edge. The erosion control blanket will always be installed according to
manufacturer's instructions and specifications.
Installation Schedule: The erosion control blankets will be installed once the soil
has reached final grade.
Maintenance and Inspection: The erosion control blanket will be inspected weekly and
immediately after storm events to determine if cracks,
tears, or breaches have formed in the fabric; if so,the
blanket will be repaired or replaced immediately. Good
contact with the soil must be maintained and erosion
should not occur under the blanket. Any areas where the
blanket is not in close contact with the ground will be
'`' repaired or replaced.
Responsible Staff: Responsible Land Disturber(see page 2)
6. Protect Storm Drain Inlets:
Describe controls (i.e., inserts, rock-filled bags, or block and gravel, etc.) including design
specifications and details that will be implemented to protect all inlets receiving stormwater from
the project during the entire duration of the project.
BMP Description: Inlet Protection
A temporary sediment filter will be used around a storm inlet or curb inlet, in order to
prevent sediment from entering storm drainage systems prior to permanent stabilization of
the disturbed area. See ESC narrative (Appendix M) for design details.
Installation Schedule: Inlet protection will be installed around all storm drainage
inlets and curb inlets.
Maintenance and Inspection: The protection will be inspected weekly and immediately
after storm events. If the protection becomes clogged with
sediment, the protection will be removed and cleaned or
replaced per the manufacturer's recommendation.
Responsible Staff: Responsible Land Disturber(see page 2)
Woolley Engineering 14
SWPPP- Crutchfield Corporation
Y �
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
BMP Description: Outlet Protection
`e Structurally lined Outlet protection used for dissipating energy placed at the outlets of
pipes or paved channel sections. Outlet protection is used to prevent scour at stormwater
outlets and minimize downstream erosion. See ESC narrative (Appendix M) for design
details and placement.
Installation Schedule: The outlet protection will be established when the inlet
drainage pipe is installed. This form of protection shall be
performed on all stormwater outlets by using riprap.
Maintenance and Inspection: Inspect to ensure against scour.
Responsible Staff: Responsible Land Disturber(see page 2)
7. Establish perimeter controls and sediment barriers:
Describe structural practices (i.e., silt fences or fiber rolls) including design specifications and
details to filter and trap sediment before it leaves the construction site.
BMP Description: Silt Fence
Silt fences will be installed along the disturbed area as shown on the site plan. Silt fences
will be installed by excavating a 12-inch-deep trench along the line of proposed
installation. Wooden posts supporting the silt fence will be spaced 4 to 6 feet apart and
driven securely into the ground: a minimum of 18 to 20 inches deep. The silt fence will be
'owe fastened securely to the wooden posts with wire ties spaced every 24 inches at the top, mid
section, and bottom of the wooden post. The bottom edge of the silt fence will extended
across the bottom of the trench and the trench will be backfilled and compacted to prevent
stormwater and sediment from discharging underneath the silt fence.
Installation Schedule: The silt fence will be installed before construction begins at
the site and silt fence locations are illustrated on the plan
(Appendix M.)
Maintenance and Inspection: Silt fences will be inspected weekly and immediately after
storm events to ensure it is intact and that there are no gaps
where the fence meets the ground or tears along the length
of the fence. If gaps or tears are found during the
inspection, the fabric will be repaired or replaced
immediately. Accumulated sediment will be removed from
the fence base if it reaches one-third the height of the silt
fence and hauled off-site for disposal. If accumulated
sediment is creating noticeable strain on the fabric and the
fence might fail from a sudden storm event,the sediment
will be removed more frequently. Before the fence is
removed from the project area, the sediment will be
removed. The anticipated life span of the silt fence is 6
months and will likely need to be replaced after this period.
Responsible Staff: Responsible Land Disturber(see page 2)
rrr
Woolley Engineering 15
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan (SWPPP)
Crutchfield Corporation
Design Specifications
S✓` 1. The silt fence will be constructed long enough to extend across the expected flow path.
2. The support posts will be a minimum of 4.5 feet and driven a minimum of 18 to 20 inches in
the ground. Posts will be spaced a maximum of 6 feet apart. Fabric will be securely fastened to
posts with half-inch staples or 16-gauge wire ties spaced a maximum of 6 inches.
3. A 12-inch trench will be excavated along the uphill side of the silt fence posts. The bottom
edge of the fabric will extend across the bottom of the trench. The trench will be backfilled to 4
inches above ground and compacted to bury and secure the bottom of the filter fabric.
8. Retain Sediment On-Site and Control Dewatering Practices:
Describe sediment control practices (i.e., sediment trap or sediment basin), including design
specifications and details (volume, dimensions, outlet structure) that will be implemented at the
construction site to retain sediments on-site. Describe dewatering practices that will be
implemented if water must be removed from an area so that construction activity can continue.
BMP Description: Temporary Sediment Trap
Three sediment traps will be constructed to remove sediment from stormwater runoff for
the site during phase 1. The design volume is based on the Virginia Erosion and Sediment
Control Handbook(Ch 3.13), which requires a minimum of 3,618 cubic feet of storage per
acre of drainage area for each sediment trap.
Installation Schedule: The sediment trap will be installed before lot grading
operations commence at the construction site.
Now Maintenance and Inspection: The trap will be inspected weekly and after storm events.
The trap will be checked for signs of erosion, seepage, and
structural damage. The outlet will be checked for any
damage or obstructions and any damage present will be
repaired and obstructions removed. Sediment will be
removed and the trap restored to its original dimensions
when the sediment has accumulated to one-half the design
depth of the trap. The removed sediments will be hauled
off-site for disposal at the Landfill.
Responsible Staff: Responsible Land Disturber(see page 2)
9. Establish Stabilized Construction Exits:
Describe location(s)of vehicle entrance(s) and exit(s),procedures to remove accumulated
sediment off-site(i.e., vehicle tracking), and stabilization practices (i.e., stone pads and/or wash
racks) to minimize off-site vehicle tracking of sediments and discharges to stormwater.
BMP Description: Temporary Stone Construction Entrance
A stone entrance shall be constructed utilizing existing driveways, as identified on the site
map, to prevent off-site transport of sediment by construction vehicles. The stone entrance
will be at least 70 feet long and a minimum of 10 feet wide.
%ow This stone area shall be used for washing sediment from vehicles exiting the site. Where
Woolley Engineering 16
SWPPP- Crutchfield Corporation
a �
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
sediment is transported onto a public road surface, the road shall be cleaned thoroughly at
Sty, the end of each day. Sediment shall be removed from the roads by shoveling or sweeping
and transported to a sediment control disposal area. Street washing shall be allowed only
after sediment is removed in this manner.
Installation Schedule: The stabilized exits will be installed before construction
begins and shall be adjacent to Dickerson Road as shown
on the Erosion& Sediment Control plan(ES-1.0).
Maintenance and Inspection: The exit will be inspected weekly and after storm events
or heavy use. The exit will be maintained in a condition
that will prevent tracking or flowing of sediment onto
Dickerson Road. All sediment tracked, spilled, dropped,
or washed onto Dickerson Road will be swept up
immediately and hauled off-site for disposal at the landfill.
Broken road pavement as a result of construction activities
on roadways immediately adjacent to the project site will
be repaired immediately.
Alternate Method: The County inspector may, at their discretion,require the
use of a paved construction entrance as an alternate to the
stone construction entrance. For details see E&SC plan
details in Appendix M.
Responsible Staff: Responsible Land Disturber(see page 2)
loorr BMP Description: Construction Road Stabilization
The practice of construction road stabilization is used to reduce erosion of temporary
roadbeds due to construction traffic during wet weather. This practice is used to prevent
having to regrade permanent roadbeds between initial grading and final stabilization.
Installation Schedule: The stabilized construction roads shall be installed
immediately after grading and shall connect the
construction entrance with existing roadways as shown on
the plan (ES-1.0).
Maintenance and Inspection: The road will be inspected weekly and after storm events
or heavy use and additional gravel will be added as
necessary. Broken road pavement as a result of
construction activities on roadways immediately adjacent
to the project site will be repaired immediately.
Responsible Staff: Responsible Land Disturber(see page 2)
Niue
Woolley Engineering 17
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
10. Additional BMPs:
Describe additional BMPs that may not fit into the above categories.
BMP Description: Surface Roughening
This erosion and sedimentation control measure involves creating horizontal depressions
on slopes or leaving slopes in a roughened condition by not fine-grading them. This is
done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and
increase infiltration, and to reduce erosion and provide for sediment trapping. Stair-step
grades or groove-cut slopes will be used for gradients steeper than 3:1. Stair-step grading
on any erodible material that is soft enough to be ripped with a bulldozer. Also, it is well
suited for slopes consisting of soft rock with some subsoil. Make the vertical cut distance
less than the horizontal distance, and slope the horizontal portion of the step slightly
toward the vertical wall. Keep individual vertical cuts less than 2 feet deep in soft
materials and less than 3 feet deep in rocky materials.
Installation Schedule: Roughening shall occur after vegetation has been removed
from the slope after grading.
Maintenance and Inspection: The surface roughening will be inspected to ensure that
the proper sloping is achieved after stair-stepping
concludes.
Responsible Staff: Responsible Land Disturber(see page 2)
%rise
Woolley Engineering 1 g
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
SECTION 3: GOOD HOUSEKEEPING BMPS
3.1 Good Housekeeping BMPs
Project Information:
1. Material Handling and Waste Management:
Describe measures (i.e., trash disposal, sanitary wastes, recycling, and proper material handling)
to prevent the discharge of solid materials to waters of the U.S., except as authorized by a permit
issued under section 404 of the CWA.
BMP Description: Waste Materials
All waste materials will be collected and disposed of into metal trash dumpsters in the
materials storage area. Dumpsters will have a secure watertight lid,be placed away from
stormwater conveyances and drains, and meet all federal, state, and municipal regulations.
Only trash and construction debris from the site will be deposited in the dumpster. No
construction materials will be buried on-site. All personnel will be instructed, during
tailgate training sessions,regarding the correct disposal of trash and construction debris.
Notices that state these practices will be posted in the office trailer and the individual who
manages day-today site operations will be responsible for seeing that these practices are
followed.
4r Installation Schedule: Trash dumpsters will be installed once the materials
storage area has been established.
Maintenance and Inspection: The dumpsters will be inspected weekly and immediately
after storm events. The dumpster will be emptied weekly
and taken to the Van Der Linde facilities. If trash and
construction debris are exceeding the dumpster's capacity,
the dumpsters will be emptied more frequently.
Responsible Staff: Responsible Land Disturber(see page 2)
BMP Description: Hazardous Waste Materials
All hazardous waste materials such as oil filters,petroleum products,paint, and equipment
maintenance fluids will be stored in structurally sound and sealed shipping containers,
within the hazardous materials storage area. Hazardous waste materials will be stored in
appropriate and clearly marked containers and segregated from other non-waste materials.
Secondary containment will be provided for all waste materials in the hazardous materials
storage area and will consist of commercially available spill pallets. Additionally, all
hazardous waste materials will be disposed of in accordance with federal, state, and
municipal regulations. Hazardous waste materials will not be disposed of into the on-site
dumpsters. All personnel will be instructed, during tailgate training sessions,regarding
proper procedures for hazardous waste disposal. Notices that state these procedures will be
posted in the office trailer and the individual who manages day-to-day site operations will
Sloe be responsible for seeing that these procedures are followed.
Woolley Engineering 19
SWPPP- Crutchfield Corporation
d �
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Installation Schedule: Shipping containers used to store hazardous waste
Stow materials will be installed once the site materials storage
area has been installed.
Maintenance and Inspection: The hazardous waste material storage areas will be
inspected weekly and after storm events. The storage
areas will be kept clean, well organized, and equipped
with ample cleanup supplies as appropriate for the
materials being stored. Material safety data sheets,
material inventory, and emergency contact numbers will
be maintained in the office trailer.
Responsible Staff: Responsible Land Disturber(see page 2)
BMP Description: Sanitary Waste
Temporary sanitary facilities (portable toilets) will be provided at the site throughout the
construction phase. The toilet will be located in the staging area away from concentrated
flow paths and traffic flow and will have collection pans
underneath as secondary containment.
Installation Schedule: The portable toilets will be brought to the site once the
staging area has been established
Maintenance and Inspection: All sanitary waste will be collected from the portable
facilities a minimum of three times per week. The
Sao portable toilets will be inspected weekly for evidence of
leaking holding tanks. Toilets with leaking holding tanks
will be removed from the site and replaced with new
portable toilets.
Responsible Staff: Responsible Land Disturber(see page 2)
BMP Description: Recycling
Wood pallets, cardboard boxes, and other recyclable construction scraps will be disposed
of in a designated dumpster for recycling. The dumpster will have a secure watertight lid,
be placed away from stormwater conveyances and drains and meet all local and state solid-
waste management regulations. Only solid recyclable construction scraps from the site
will be deposited in the dumpster. All personnel will be instructed, during tailgate training
sessions,regarding the correct procedure for disposal of recyclable construction scraps.
Notices that state these procedures will be posted in the office trailer, and the individual
who manages day-to-day site operations will be responsible for seeing that these
procedures are followed.
Installation Schedule: Designated recycling dumpsters will be installed once the
combined staging area has been established.
Maintenance and Inspection: The recycling dumpster will be inspected weekly and
immediately after storm events. The recycling dumpster
will be emptied weekly and taken to an approved
*owe recycling center by Van Der Linde. If recyclable
Woolley Engineering 20
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
construction wastes are exceeding the dumpster's
'' capacity, the dumpsters will be emptied more frequently.
Responsible Staff: Responsible Land Disturber(see page 2)
2. Establish Proper Building Material Staging Areas:
Describe construction materials expected to be stored on-site and procedures for storage of
materials to minimize exposure of the materials to stormwater.
BMP Description: Materials Storage Area
Construction equipment and maintenance materials will be stored at the combined staging
area and materials storage areas. Gravel bag berms will be installed around the perimeter
to designate the staging and materials storage area. A watertight shipping container will be
used to store hand tools, small parts, and other construction materials.
Nonhazardous building materials such as packaging material (wood,plastic, and glass),
and construction scrap material (brick,wood, steel,metal scraps, and pipe cuttings)will be
stored in a separate covered storage facility adjacent to the shipping container. All
hazardous-waste materials such as oil filters,petroleum products,paint, and equipment
maintenance fluids will be stored in structurally sound and sealed containers,under cover
within the hazardous materials storage area.
Very large Items, such as framing materials and stockpiled lumber, will be stored in the
open in the materials storage area. Such materials will be elevated on wood blocks to
minimize contact with runoff.
Installation Schedule: The materials storage area will be installed after grading
and prior to any infrastructure constructed at the site.
Maintenance and Inspection: The storage area will be inspected weekly and after storm
events. The storage area will be kept clean,well
organized, and equipped with ample cleanup supplies as
appropriate for the materials being stored. Perimeter
controls, containment structures, covers, and liners will be
repaired or replaced as needed to maintain proper
function.
Responsible Staff: Responsible Land Disturber(see page 2)
3. Designate Washout Areas:
Describe location(s) and controls to minimize the potential for stormwater pollution from
washout areas for concrete mixers,paint, stucco, etc.
BMP Description: Concrete Washout
The temporary concrete washout area will be constructed with a recommended minimum
length and minimum width of 10 feet,but with sufficient quantity and volume to contain
sii✓ all liquid and concrete waste generated by washout operations. The washout area will be
Woolley Engineering 21
SWPPP- Crutchfield Corporation
s
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
lined with plastic sheeting at least 10 mils thick and free of any holes or tears. Signs will
**we be posted marking the location of the washout area to ensure that concrete equipment
operators use the proper facility.
Concrete pours will not be conducted during or before an anticipated storm event.
Concrete mixer trucks and chutes will be washed in the designated area or concrete wastes
will be properly disposed of off-site. When the temporary washout area is no longer
needed for the construction project, the hardened concrete and materials used to construct
the area will be removed and disposed of according to the maintenance section below and
the area will be stabilized.
Installation Schedule: The washout area will be constructed before concrete
pours occur at the site.
Maintenance and Inspection: The washout areas will be inspected daily to ensure that
all concrete washing is being discharged into the washout
area, no leaks or tears are present, and to identify when
concrete wastes need to be removed. The washout areas
will be cleaned out once the area is filled to 75 percent of
holding capacity. Once the area's holding capacity has
been reached,the concrete wastes will be allowed to
harden; the concrete will be broken up,removed, and
taken to the landfill for disposal. The plastic sheeting will
be replaced if tears occur during removal of concrete
wastes from the washout area.
Responsible Staff: Responsible Land Disturber(see page 2)
4. Establish proper equipment/vehicle fueling and maintenance practices:
Describe equipment/vehicle fueling and maintenance practices that will be implemented to
control pollutants to stormwater(e.g., secondary containment, drip pans, spill kits, etc.)
BMP Description: Vehicle/Equipment Fueling and Maintenance
Several types of vehicles and equipment may be used on-site throughout the project,
including graders, scrapers, excavators, loaders,paving equipment,rollers, trucks and
trailers,backhoes, and forklifts. All major equipment/vehicle fueling and maintenance will
be performed off-site. A small,20-gallon pickup bed fuel tank will be kept on-site in the
combined staging area. When vehicle fueling must occur on-site,the fueling activity will
occur in the staging area. Only minor equipment maintenance will occur on-site. All
equipment fluids generated from maintenance activities will be disposed of into designated
drums stored on spill pallets in accordance with Part 3.1. Absorbent, spill-cleanup
materials and spill kits will be available at the combined staging and materials storage area.
Drip pans will be placed under all equipment receiving maintenance and vehicles and
equipment parked overnight.
Installation Schedule: BMPs implemented for equipment and vehicle
maintenance and fueling activities will begin at the start of
the project.
Maintenance and Inspection: Inspect equipment/vehicle storage areas and fuel tank
Woolley Engineering 22
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
weekly and after storm events. Vehicles and equipment
Sore will be inspected on each day of use. Leaks will be
repaired immediately, or the problem vehicle(s) or
equipment will be removed from the project site. Keep
ample supply of spill-cleanup materials on-site and
immediately clean up spills and dispose of materials
properly.
Responsible Staff: Responsible Land Disturber(see page 2)
S. Allowable non-stormwater discharges:
For the allowable non-stormwater discharge(s) associated with construction activity identified,
describe controls and measures that will be implemented at those sites to minimize pollutant
discharges. This includes irrigation, water related dust control,vehicle washing, or other non-
stormwater discharges.
BMP Description: Vehicle/Equipment Washing
All equipment and vehicle washing will be performed at the construction entrance.
Installation Schedule: Will begin with initial startup of construction activity.
Maintenance and Inspection: Inspect area daily to ensure that sediment is not tracked
"a+ onto adjacent roadways.
Responsible Staff: Responsible Land Disturber(see page 2)
6. Spill Prevention and Control Plan:
Describe the spill prevention and control plan to include ways to reduce the chance of spills, stop
the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and
train personnel responsible for spill prevention and control.
BMP Description: Spill Prevention and Control Plan
i. Employee Training: All employees will be trained via biweekly tailgate sessions.
ii. Vehicle Maintenance: Vehicles and equipment will be maintained off-site. All vehicles
and equipment including subcontractor vehicles will be checked for leaking oil and fluids.
Vehicles leaking fluids will not be allowed on-site. Drip pans will be placed under all
vehicles and equipment that are parked overnight.
iii. Hazardous Material Storage: Hazardous materials will be stored in accordance with
Section 3,Part 1 and federal and municipal regulations.
iv. Spill Kits: Spill kits will be within the materials storage area and concrete washout
areas.
v. Spills: All spills will be cleaned up immediately upon discovery. Spent absorbent
materials and rags will be hauled off-site immediately after the spill is cleaned up for
disposal at the Landfill. Spills large enough to discharge to surface water will be reported
Woolley Engineering 23
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
to the National Response Center at 1-800-424-8802.
r4e vi. Material safety data sheets, a material inventory, and emergency contact information
will be maintained at the on-site project trailer.
Installation Schedule: The spill prevention and control procedures will be
implemented once construction begins on-site.
Maintenance and Inspection: All personnel will be instructed, during tailgate training
sessions, regarding the correct procedures for spill
prevention and control. Notices that state these practices
will be posted in the office trailer, and the individual who
manages day-to-day site operations will be responsible for
seeing that these procedures are followed.
Responsible Staff: Responsible Land Disturber(see page 2)
Some
Woolley Engineering 24
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Ntibie SECTION 4: SELECTING POST-CONSTRUCTION BMPs
Project Information:
BMP Description: Precast Filterra Biofilter
During the final stabilization phase of construction three precast Filterra biofilters will be
constructed within the parking lot. The biofilters will be planted with native species of
trees. (see sheet C-7.0 in Appendix B for biofilter design details)
Installation Schedule: The parking lot biofilters will be constructed during the
final stabilization phase of construction.
Responsible Staff: Responsible Land Disturber(see page 2)
BMP Description: Extended Detention Basin
During the final stabilization phase of construction three precast Filterra biofilters will be
constructed within the parking lot. The biofilters will be planted with native species of
trees. (see sheet C-7.0 in Appendix B for biofilter design details)
Installation Schedule: The parking lot biofilters will be constructed during the
final stabilization phase of construction.
Responsible Staff: Responsible Land Disturber(see page 2)
'err
\r+
Woolley Engineering 25
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
SECTION 5: INSPECTIONS and MAINTENANCE
5.1 Inspections
Project Information:
1. Inspection Personnel:
• The Contractor will conduct inspections and the Contractor will bear primary
responsibility for inspections of all Erosion and Sediment Control devices and pollution
prevention measures to ensure continuing effectiveness. The inspector must be
considered Qualified Personnel. Qualified personnel means a licensed professional
engineer,responsible land disturber(RLD), or other knowledgeable person who holds a
certificate of competence from the board in the area of project inspection,is enrolled in
the board's training program for project inspection or combined administrator, and
successfully completes such program within one year of enrollment.
2. Inspection Schedule and Procedures:
i. Inspections will be conducted at least once every 14 calendar days and within 48 hours
following any runoff producing storm event. Where areas have been temporarily
stabilized or runoff is unlikely due to winter conditions (e.g.,the site is covered with
snow or ice, or frozen ground exists) such inspections will be conducted at least once
every month.
ii. Inspections must include all areas of the site disturbed by construction activity, off-site
areas (covered by the permit), and areas used for storage of materials that are exposed to
precipitation. Inspectors must look for evidence of, or the potential for,pollutants
entering a stormwater conveyance system. Control measures identified in the SWPPP
shall be inspected for proper installation,maintenance, and operation. Discharge
locations, where accessible, shall be inspected to ascertain whether control measures are
effective in minimizing impacts to receiving waters. Where discharge locations are
inaccessible, nearby downstream locations shall be inspected to the extent that such
inspections are practicable. Locations where vehicles enter or exit the site shall be
inspected for evidence of off-site sediment tracking.
iii. Major observations should include: the location(s) of discharges of sediment or other
pollutants from the site; amount of rainfall at the construction site since the previous
inspection; weather information and a description of any discharges occurring at the time
of inspection; location(s) of control measures that need to be maintained; location(s) of
control measures that failed to operate as designed or proved inadequate for a particular
location; and location(s) where additional control measures are needed that did not exist
at the time of inspection.
iv. All vegetative and structural erosion and sediment control practices shall be constructed
and maintained according to minimum standards and specifications of the Virginia
Erosion and Sediment Control Handbook.
Woolley Engineering 26
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
v. Contractor shall prepare a report summarizing the scope of the inspection,names and
r qualifications of personnel making the inspection, the dates of the inspection,major
observations relating to the implementation of the SWPPP, and actions taken in
accordance with stormwater regulations. The report shall be made and retained as part of
the SWPPP.
vi. See Appendix E for copy of inspection report for site
5.2 Maintenance of Controls
Project Information:
Table 5.2—Maintenance Procedures
Schedule Frequency Actions to be Taken Persons Responsible
Safety Fence Inspect for integrity
Temporary Stone Inspect for integrity& clear
Construction Entrance any debris carried to road
Silt Fence Inspect for integrity
Construction Road Inspect for integrity
Stabilization
Inlet Protection Inspect for integrity
Outlet Protection Inspect for integrity
Temporary Diversion*ti+' Dikes Inspect for integrity
Diversion Inspect for integrity
Temporary Sediment Inspect for integrity
Trap
Surface Roughening Inspect for integrity& for
proper sloping
Temporary Seeding Inspect for integrity
Permanent Seeding Inspect for integrity&water
as necessary
Soil Stabilization Inspect for integrity
Blankets & Matting
Dust Control Apply as necessary
Woolley Engineering 27
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
SECTION 6: FINAL STABILIZATION
Project Information:
BMP Description: Permanent Seeding
Permanent seeding will be applied after the final design grades are achieved on portions of
the site but no later than 14 days after construction activities have permanently ceased.
After the entire site is stabilized, any sediment that has accumulated will be removed and
hauled off-site for disposal at the Ivy Material Utilization Center. Construction debris,
trash and temporary BMPs (including silt fences, material storage areas, sanitary toilets,
and inlet protection)will also be removed and any areas disturbed during removal will be
seeded immediately.
Seedbed Preparation
a. In areas where disturbance results in subsoil being the final grade surface, topsoil will be
spread over the finished area at minimum depth of 2 to 6 inches.
b. The seedbed will be free of large clods,rocks, woody debris and other objectionable
materials.
c. Fertilizer and lime will be applied to the seedbed according to the manufacturer's
recommendations or soil tests.
d. The top layer of soil will be loosened to a depth of 3-5 inches by raking, tilling, disking
or other suitable means.
tier✓ Grass Selection/Application
a. Common areas at the site will be stabilized with a mixture of Tall Fescue, Creeping Red
Fescue and Redtop at an application rate of 30 pounds per acre or 0.95 pounds per 1,000
square feet. Lawns will be stabilized with a mixture of Kentucky Blue Grass and Creeping
Red Fescue at an application rate of 100 pounds per acre or 2.3 pounds per 1,000 square
feet.
b. Seed will be applied uniformly by hydroseeding or broadcasting. Where broadcasting is
used,the seed will be covered with .25 inch of soil or less,by cultipacking or raking.
Installation Schedule: Portions of the site where construction activities have
permanently ceased will be stabilized, as soon as possible
but no later than 14 days after construction ceases.
Maintenance and Inspection: All seeded areas will be inspected weekly during
construction activities for failure and after storm events
until a dense cover of vegetation has been established. If
failure is noticed at the seeded area,the area will be
reseeded, fertilized, and mulched immediately. After
construction is completed at the site,permanently
stabilized areas will be monitored until final stabilization
is reached.
Responsible Staff: Responsible Land Disturber(see page 2)
skive
Woolley Engineering 28
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
SWPPP APPENDICES
Woolley Engineering 29
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App A - General Location Map
1141.0,
r t Wy
�� SITE
%.4.....,
Charlottesviils Alber aria `5s ''
:RegionaiAirport. f b
01} y t4 CO i
e.
I.ern . ?� i0 ° a
I
J� i?Y �f SYp�F F - R
L, d- ofT
.,, . .1 '\
i S RZ' L • `m
::;35f.*' " RAr �.Kp, �es
ijimo,.....6 , ,.,.
rt bb
Mgr m•,Fy /
i
, C f O O ,, � A •b
Ac,_` f
G n J/FY
o ; 7
i
V.
Site Context Plan Scale 1"=1000'
Nome
Woolley Engineering
SWPPP- Crutchfield Corporation
•
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App B -Site Maps
Woolley Engineering
SWPPP- Crutchfield Corporation
4.0, n
:to. 1 „,4100i ...110----
0 (g_ r'1
hhl
1 0Z
3 W <g z o 73
x, 0 N -I
tj
O -8���O111.Mo D �_ m
f `°• N 7) Z VO O
tp Z
5
\?I\ D -I z 73 < 2 O
\ -< n
,1') D n 7,
♦ O, C) mO rMr
Iiilll O
♦ m m
N < 1` m N H Z
� Om Dn F v � _ -{ D
2r = 0 0 ♦ 450` D O cn
Zorn Z3 ♦ O\i, GD mz O=
cn m (,� � ' D O
7.1 > m DZ 4.0z rn
10 m
ZmZ D •• 3
N
1H1
-< OD m ml, -_ Fmo • .
•
S --I 1
m Mi n
ti
r_
Mill •
• i tW� 1
1 ,____ diriMAIIMit... m
I
1
' -- '''-',; / XI
I — ` •
\ 1 m
I
i M i
I IP X
1
1 Z
W O I
c I
I , .'
07:,
On
T
1 -j p
1
1
1
WI
I
�——�
I i
1 1
1
1 Li
I
1 1
I P N . Z I
1
I ZI Omzn � Oo << Zm O-75 z0MM i
Orncn
Dzm -
m3TO =73 N4 C —Di Z < c , -im
I I m ' mn > y Z - = =_ y O < ' � I
I � Z Gn -A it Z r- tn ZZ 1
Zm0mn = ES -iER2: 7 � O
-i0Dmm > O Ocn > m029°
I N C O y O m Fr4= m m O m Z mM O 0 1
Zy > m > mmc � —D+ m � 1
I DZ Z - " m
I O 0 r _A O r 0 ? OZ D -I
m m -n D 1
�1
I = �-Dv = Z 1
` J1.••......,.......
Z D 5,,
C ��.- r r
r
i_........
oft.
O
�' - ��-- 1
CD— .0-/ 1
----7-...,�”
c,. ----,
/I
--. /----"\
(1)1
, 0 "P 71
. ,
, ,,_ 0 4a \ ,mit/ , -, ,
al.1\1` Z Q ' , / , 1 _
N II
o p O g Y /
/ ,
V - z
' Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App C- Copy of Construction General Permit
Woolley Engineering
SWPPP- Crutchfield Corporation
tet'
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
General Permit No.: VAR10
Effective Date:July 1,2014
Expiration Date: June 30, 2019
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
%We 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 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 herein.
L
General Permit No.:VAR10
Page 1 of 23
PART I
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
1. 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.
2. 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.
2. 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.
3. 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.
4. Impaired waters and TMDL limitation. Discharges of stormwater from construction activities to surface
waters identified as impaired in the 2012 § 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 SWPPP that minimizes
the pollutants of concern and, when applicable, is consistent with the assumptions and requirements
of the approved TMDL wasteload allocations. In addition, the operator shall implement the following
items:
General Permit No.:VAR10
Page 2 of 23
Ilmor
a. The impaired water(s), approved TMDL(s), and pollutant(s)of concern, when applicable, shall be
identified in the SWPPP;
b. 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;
c. 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
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as
follows:
(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.
5. Exceptional waters limitation. Discharges of stormwater from construction activities not previously
covered under the general permit issued in 2009 to exceptional waters identified in 9VAC25-260-30 A
3 c are not eligible for coverage under this general permit unless the operator implements the
r following:
a. The exceptional water(s)shall be identified in the SWPPP;
b. 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;
c. 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
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be amended as
follows:
(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 exceptional waters.
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
Sipe all such discharges comply with all applicable state and VPDES permit requirements.
General Permit No.: VAR10
Page 3 of 23
D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I 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;
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;
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 to the VSMP authority after one or more of the following conditions have been met:
General Permit No.:VAR10
Page 4 of 23
___ 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 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 alternative 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.
2. The notice of termination should be submitted no later than 30 days after one of the above conditions
in subdivision 1 of this subsection is met. 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. Termination of authorizations 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 the notice
of termination, whichever occurs first.
3. The notice of termination shall be signed in accordance with Part Ill K of this general permit.
G.Water quality protection.
1. The operator must 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.
2. 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 B 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
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter must include a signed certification consistent with Part
III K.
General Permit No.: VAR10
Page 5 of 23
PART II
STORMWATER POLLUTION PREVENTION 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 A. 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 must
develop the missing elements and include them in the SWPPP.
Any operator that was authorized to discharge under the general permit issued in 2009, 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.
A. Stormwater pollution prevention plan 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:
(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;
General Permit No.:VAR10
Page 6 of 23
SO„ (5) Locations where concentrated stormwater is discharged;
(6) Locations of support activities, when applicable and when required by the VSMP authority,
including but not limited to (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
purposes.
2. Erosion and sediment control plan.
a. An erosion and sediment control plan approved by the VESCP authority as authorized under the
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.
Any operator proposing a new stormwater discharge from construction activities that is not
required to obtain erosion and sediment control plan approval from a VESCP authority or does
not adopt department-approved annual standards and specifications shall submit the erosion and
sediment control plan to the department for review and approval.
b. All erosion and sediment control plans shall include a statement describing the maintenance
responsibilities required for the erosion and sediment controls used.
c. A properly implemented approved erosion and sediment control plan, "agreement in lieu of a
S✓ plan," or erosion and sediment control plan prepared in accordance with department-approved
annual standards and specifications, adequately:
(1) Controls the volume and velocity of stormwater runoff within the site to minimize soil erosion;
(2) Controls stormwater discharges, including peak flow rates and total stormwater volume, to
minimize erosion at outlets and to minimize downstream channel and stream bank erosion;
(3) Minimizes the amount of soil exposed during the construction activity;
(4) Minimizes the disturbance of steep slopes;
(5) Minimizes 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) Provides and maintains natural buffers around surface waters, directs stormwater to
vegetated areas to increase sediment removal, and maximizes stormwater infiltration, unless
infeasible;
(7) Minimizes soil compaction and, unless infeasible, preserves topsoil;
(8) Ensures that stabilization of disturbed areas will be initiated 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
General Permit No.: VAR10
Page 7 of 23
(9) Utilizes 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. New construction activities. 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. Any operator proposing a new
stormwater discharge from construction activities that is not required to obtain stormwater
management plan approval from a VSMP authority or does not adopt department-approved
annual standards and specifications shall submit the stormwater management plan to the
department for review and approval.
b. Existing construction activities. Any operator that was authorized to discharge under the general
permit issued in 2009, and that intends to continue coverage under this general permit, shall
ensure compliance with the requirements of 9VAC25-870-93 through 9VAC25-870-99 of the
VSMP Regulation, including but not limited to the water quality and quantity requirements. 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.
4. 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;
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);
General Permit No.:VAR10
Page 8 of 23
4r+ (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 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,
Slime and sanitary wastes; and
(8) Address any other discharge from the potential pollutant-generating activities not addressed
above; 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.
5. SWPPP requirements for discharges to impaired waters, surface waters with an applicable TMDL
wasteload allocation established and approved prior to the term of this general permit, and
exceptional waters. The SWPPP shall:
a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and exceptional waters
identified in 9VAC25-260-30 A 3 c,when applicable;
b. 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; and
(3) A modified inspection schedule shall be implemented in accordance with Part I B 4 or Part I B
5.
�Irr+'
General Permit No.: VAR10
Page 9 of 23
6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel 1111110
conducting inspections required by this general permit.
7. Delegation of authority. The individuals or positions with delegated authority, in accordance with Part
III K,to sign inspection reports or modify the SWPPP.
8. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K.
B. 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.
2. The SWPPP must 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 must be
accomplished as described in Part II G.
3. The SWPPP must clearly identify the contractor(s) 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. Theoperator shall update the SWPPP 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 where modified
as soon as possible;
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 F.
General Permit No.:VAR10
Page 10 of 23
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with Part III K.
C. 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.
D. 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.
2. 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 must be posted near the main entrance of the construction
site.
3. 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 C. 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.
Sire
E. 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.
1. All control measures must 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 F identifies a control measure that is not operating effectively, corrective action(s)
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.
2. If site inspections required by Part II F identify an existing control measure that needs to be modified
or if an additional 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 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.
F. 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 insuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
%re a. Inspections shall be conducted at a frequency of:
General Permit No.: VAR10
Page 11 of 23
(1) At least once every five business days; or
(2) At least once every 10 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 no later than the next
business day.
b. 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 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.
c. 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 report required by Part II F. *1110
3. Inspection requirements.
a. As part of the inspection, the qualified personnel shall:
(1) Record the date and time of the inspection and when applicable the date and rainfall amount
of the last measurable storm event;
(2) Record the information and a description of any discharges occurring at the time of the
inspection;
(3) Record any land-disturbing activities that have occurred outside of the approved erosion and
sediment control plan;
(4) Inspect the following for installation in accordance with the approved erosion and sediment
control plan, identification of any maintenance needs, and evaluation of effectiveness in
minimizing sediment discharge, including whether the control has been inappropriately or
incorrectly used:
(a) All perimeter erosion and sediment controls, such as silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment trapping
measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization;
General Permit No.: VAR10
Page 12 of 23
"err+ (d) Cut and fill slopes;
(e) Sediment basins and traps, sediment barriers, and other measures installed to control
sediment discharge from stormwater;
(f) Temporary or permanent channel, flume, or other slope drain structures installed to
convey concentrated runoff down cut and fill slopes;
(g) Storm inlets that have been made operational to ensure that sediment laden stormwater
does not enter without first being filtered or similarly treated; and
(h) Construction vehicle access routes that intersect or access paved roads for minimizing
sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more than 14 days
for initiation of stabilization activities;
(6) Inspect areas that have reached final grade or that will remain dormant for more than 14 days
for completion of stabilization activities within seven days of reaching grade or stopping work;
(7) Inspect for evidence that the approved erosion and sediment control plan, "agreement in lieu
of a plan," or erosion and sediment control plan prepared in accordance with department-
approved annual standards and specifications has not been properly implemented. This
includes but is not limited to:
(a) Concentrated flows of stormwater in conveyances such as rills, rivulets or channels that
have not been filtered, settled, or similarly treated prior to discharge, or evidence thereof;
(b) Sediment laden or turbid flows of stormwater that have not been filtered or settled to
remove sediments prior to discharge;
(c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch basins
that discharge to surface waters. Inlets and catch basins with failing sediments controls
due to improper installation, lack of maintenance, or inadequate design are considered
unprotected;
(d) Sediment deposition on any property (including public and private streets) outside of the
construction activity covered by this general permit;
(e) Required stabilization has not been initiated or completed on portions of the site;
(f) Sediment basins without adequate wet or dry storage volume or sediment basins that
allow the discharge of stormwater from below the surface of the wet storage portion of
the basin;
(g) Sediment traps without adequate wet or dry storage or sediment traps that allow the
discharge of stormwater from below the surface of the wet storage portion of the trap;
and
(h) Land disturbance outside of the approved area to be disturbed;
(8) Inspect pollutant generating activities identified in the pollution prevention plan for the proper
implementation, maintenance and effectiveness of the procedures and practices;
(9) Identify any pollutant generating activities not identified in the pollution prevention plan; and
General Permit No.: VAR10
Page 13 of 23
(10) Identify and document the presence of any evidence of the discharge of pollutants prohibited
by this general permit.
4. Inspection report. Each inspection report shall include the following items:
a. The date and time of the inspection and when applicable, the date and rainfall amount of the last
measurable storm event;
b. Summarized findings of the inspection;
c. The location(s)of prohibited discharges;
d. The location(s)of control measures that require maintenance;
e. The location(s) of control measures that failed to operate as designed or proved inadequate or
inappropriate for a particular location;
f. The location(s)where any evidence identified under Part II F 3 a(7)exists;
g. The location(s) where any additional control measure is needed that did not exist at the time of
inspection;
h. A list of corrective actions required (including any changes to the SWPPP that are necessary) as
a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that have not been
implemented; and
j. The date and signature of the qualified personnel and the operator or its duly authorized
representative.
The inspection report and any actions taken in accordance with Part II must be retained by the operator
as part of the SWPPP for at least three years from the date that general permit coverage expires or is
terminated. The inspection report shall identify any incidents of noncompliance. Where an inspection
report does not identify any incidents of noncompliance, the report shall contain a certification that the
construction activity is in compliance with the SWPPP and this general permit. The report shall be signed
in accordance with Part III K of this general permit.
G. Corrective actions.
1. The operator shall implement the corrective action(s) 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.
2. 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.
e e
General Permit No.: VAR10
Page 14 of 23
IIWoe 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 must 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.
2. 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;
`re b. The individual(s)who performed the sampling or measurements;
c. The date(s)and time(s)analyses were performed;
d. The individual(s)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.
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.
f �
General Permit No.: VAR10
Page 15 of 23
3. 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 modifying, revoking and reissuing, or
terminating this general permit 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;
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be; and
8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or
any future discharges not authorized by this general permit.
General Permit No.:VAR10
Page 16 of 23
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 herein, 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 but are not limited to 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.
1. 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:
Ithi"e 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;
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 11 or 2 in writing
as part of the SWPPP. The reports shall contain the information listed in Part III 12.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working hours,
leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the
Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-
8892.
General Permit No.: VAR10
Page 17 of 23
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 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, etc. 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 Ill 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 Ill 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 4
General Permit No.: VAR10
Page 18 of 23
r 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 must 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 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 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 90
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.
fir'
General Permit No.: VAR10
Page 19 of 23
Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all 44101110
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.
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.
General Permit No.: VAR10
Page 20 of 23
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.
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(s)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 must be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that must 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.
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.
fire
General Permit No.: VAR10
Page 21 of 23
X. State permit actions. State permits 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 permits.
1. State permits are not transferable to any person except after notice to the department. Except as
provided in Part III Y 2, a state permit may be transferred by the operator to a new operator only if the
state permit has been modified or revoked and reissued, or a minor modification made, to identify the
new operator and incorporate such other requirements as may be necessary under the Virginia
Stormwater Management Act and the Clean Water Act.
2. As an alternative to transfers under Part III Y 1, this state permit may be automatically transferred to a
new operator if:
a. The current operator notifies the department at least 30 days in advance of the proposed transfer
of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators containing a
specific date for transfer of state permit responsibility, coverage, and liability between them; and
c. The department does not notify the existing operator and the proposed new operator of its intent
to modify or revoke and reissue the state permit. If this notice is not received, the transfer is
effective on the date specified in the agreement mentioned in Part III Y 2 b.
3. For ongoing construction activity involving a change of operator, the new operator shall accept and
maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking over
operations at the site.
Z. Severability. The provisions of this general permit are severable, and if any provision of this general
permit or the application of any provision of this state permit to any circumstance, is held invalid, the
application of such provision to other circumstances and the remainder of this general permit shall not be
affected thereby.
General Permit No.:VAR10
Page 22 of 23
*lore DEFINITIONS
"Business day"means Monday through Friday excluding state holidays.
"Commencement of land disturbance" means the initial disturbance of soils associated with clearing,
grading, or excavating activities or other construction activities(e.g., stockpiling of fill material).
"Construction site" means the land where any land-disturbing activity is physically located or conducted,
including any adjacent land used or preserved in connection with the land-disturbing activity.
"Final stabilization"means that one of the following situations has occurred:
1. All soil disturbing activities at the site have been completed and a permanent vegetative cover has
been established on denuded areas not otherwise permanently stabilized. Permanent vegetation
shall not be considered established until a ground cover is achieved that is uniform (e.g., evenly
distributed), mature enough to survive, and will inhibit erosion.
2. For individual lots in residential construction,final stabilization can occur by either:
a. The homebuilder completing final stabilization as specified in subdivision 1 of this definition; or
b. The homebuilder establishing temporary soil stabilization, including perimeter controls for an
individual lot prior to occupation of the home by the homeowner, and informing the homeowner of
the need for, and benefits of,final stabilization.
3. For construction projects on land used for agricultural purposes, final stabilization may be
accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed
that were not previously used for agricultural activities, such as buffer strips immediately adjacent to
surface waters, and areas that are not being returned to their preconstruction agricultural use must
meet the final stabilization criteria specified in subdivision 1 or 2 of this definition.
"Immediately"means as soon as practicable, but no later than the end of the next business day, following
the day when the land-disturbing activities have temporarily or permanently ceased. In the context of this
general permit, "immediately" is used to define the deadline for initiating stabilization measures.
"Impaired waters"means surface waters identified as impaired on the 2012§ 305(b)/303(d)Water Quality
Assessment Integrated Report.
"Infeasible" means not technologically possible or not economically practicable and achievable in light of
best industry practices.
"Initiation of stabilization activities"means:
1. Prepping the soil for vegetative or nonvegetative stabilization;
2. Applying mulch or other nonvegetative product to the exposed area;
3. Seeding or planting the exposed area;
4. Starting any of the above activities on a portion of the area to be stabilized, but not on the entire area;
or
5. Finalizing arrangements to have the stabilization product fully installed in compliance with the
applicable deadline for completing stabilization.
This list is not exhaustive.
General Permit No.: VAR10
Page 23 of 23
44110
"Measurable storm event" means a rainfall event producing 0.25 inches of rain or greater over 24 hours.
"Stabilized" means land that has been treated to withstand normal exposure to natural forces without
incurring erosion damage.
•
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
*44'"0' App D - Copy of Permit Coverage Letter with Registration Number Issued by
VSMP
Slaw
Woolley Engineering
SWPPP- Crutchfield Corporation
•
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App E-Inspection Reports
Project Name
VSMP Tracking No. Location
Date of Inspection Start/End Time
ra+ - --tots
Responsible Land Disturber Certificate#
RLD Company RLD Phone#
**The RLD is responsible for the management and maintenance of all site erosion and sediment controls.**
Inspector's Name(s)
Inspector's Title(s)
Inspector's Contact Info
Inspector's Qualifications
Stage of Construction
Type of Inspection:
❑Regular ❑Pre storm event ❑During storm event ❑Post-storm event
„ •,-y
Has there been a storm event since the last inspection? ❑Yes ❑No
If yes,provide:
Storm Start Date&Time: Storm Duration(hrs): Approximate Amount of Precipitation(in):
Weather at time of this inspection?
❑Clear ❑Cloudy ❑Rain ❑ Sleet ❑Fog ❑ Snowing ❑High Winds
❑Other: Temperature:
Have any discharges occurred since the last inspection? ❑Yes ❑No
If yes,describe:
Are there any discharges at the time of inspection? ❑Yes ❑No
If yes,describe:
�1✓
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Some GENERAL STORMWATER POLLUTION PREVENTION PLAN INFORMATION
YES NO YES NO
Copy of Permit SWPPP on site
liroti4s
Copy of permit coverage letter SWPPP signed
Approved ESC plan on site Approved SWM plan on site
SIGN AT ENTRANCE (conspicuously placed near the main entrance-publicly accessible at all times) YES NO
Web Address for SWPPP
Coverage Letter(with registration number)
Site-specific BMPs
• Number the structural and non-structural BMPs identified in your SWPPP on your site map and list them
below(add as many BMPs as necessary). Carry a copy of the numbered site map with you during your
inspections. This list will ensure that you are inspecting all required BMPs at your site.
• Describe corrective actions initiated, date completed, and note the person that completed the work in the
Corrective Action Log.
• Sequencing(SEQ)-The projected date for BMP installation. Update as needed after inspections.
Revision:07/30/2009
" °sri. - i, gA. c'L 1 f n I [ �K E a �
1 ❑Y ❑N ❑Y ❑N
2 ❑Y ❑N ❑Y ❑N
3 ❑Y ❑N ❑Y ❑N
4 ❑Y ❑N ❑Y ❑N
5 ❑Y ❑N ❑Y ❑N
6 ❑Y ❑N ❑Y ❑N
7 ❑Y ❑N ❑Y ❑N
8 ❑Y ❑N ❑Y ❑N
9 ❑Y ❑N ❑Y ON
10 ❑Y ❑N ❑Y ❑N
11 ❑Y ❑N ❑Y ❑N
12 ❑Y ❑N ❑Y ❑N
13 ❑Y ❑N ❑Y ❑N
14 ❑Y ❑N ❑Y ❑N
15 ❑Y ❑N ❑Y ❑N
16 ❑Y ❑N ❑Y ❑N
17 ❑Y ❑N ❑Y ❑N
18 ❑Y ❑N ❑Y ❑N
.r
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Overall Site Issues
Saar
Below are some general site issues that should be assessed during inspections. Customize this list as needed for
conditions at your site.
;Tiky m sA ES S - k t [ t riS +s 5 i or?,
472-'c 721 �'''��z�t .
aw
1 Are all slopes and UYes UNo ❑Yes UNo
disturbed areas not
actively being
worked properly
stabilized?
2 Are natural resource UYes UNo UYes UNo
areas (e.g., streams,
wetlands, mature
trees, etc.)protected
with barriers or
similar BMPs?
3 Are perimeter UYes UNo UYes UNo
controls and
sediment barriers
adequately installed
(keyed into
*we substrate) and
maintained?
4 Are discharge points UYes UNo UYes UNo
and receiving waters
free of any sediment
deposits?
5 Are storm drain UYes UNo UYes UNo
inlets properly
protected?
6 Is the construction UYes UNo UYes UNo
entrance/exit
preventing sediment
from being tracked
into the street?
7 Is trash/litter from UYes UNo UYes UNo
work areas collected
and placed in
covered dumpsters?
Noise
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
kF *'� �� ms's 7 r� � ce
8 Are washout UYes UNo UYes UNo
facilities (e.g.,paint,
stucco, concrete)
available, clearly
marked, and
maintained?
9 Are vehicle and UYes UNo UYes UNo
equipment fueling,
cleaning, and
maintenance areas
free of spills, leaks,
or any other
deleterious material?
10 Are materials that UYes UNo UYes UNo
are potential
stormwater
contaminants stored
inside or under
cover?
liale 11 Are non-stormwater UYes UNo UYes UNo
discharges (e.g.,
wash water,
dewatering)
properly controlled?
12 Are public roads UYes UNo UYes UNo
cleaned as required
13 (Other) UYes UNo UYes UNo
Skiw
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
Non-Compliance
'`.' Describe any incidents of non-compliance not described above(write none if there are no additional
incidents of non-compliance):
CERTIFICATION STATEMENT
I certify under penalty of law that I performed the inspections and,the information submitted is,to the best
of my knowledge and belief,true,accurate,and complete. I have read and understand the SWPPP and the
SWPPP portion of the General Permit for Discharge of Stormwater from Construction Activities. I am
aware that there are significant penalties for submitting false information,including the possibility of fine
and imprisonment for knowing violations and falsifying inspections(reports).
Inspector's Name:
Signature: Date:
CERTIFICATION STATEMENT
I certify the site is in compliance or non-compliance(strike through incorrect)with the SWPPP and the
General Permit for Discharge of Stormwater from Construction Activities.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gathered and
evaluated the information submitted.Based on my inquiry of the person or 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 and title:
Signature: Date:
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App F- Corrective Action Log
`.r
Instructions:
• Create here a corrective action log. This log should describe repair, replacement, and
maintenance of BMPs undertaken based on the inspections and maintenance procedures
described above. Actions related to the findings of inspections should reference the specific
inspection report.
• This log should describe actions taken, date completed, and note the person that completed
the work.
Date Completed Actions Taken Completed By
r►
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App F - Corrective Action Log Noir
Date Completed Actions Taken Completed By
*air
Please attach additional corrective actions if necessary.
141100
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
*t`'"''' App G-Log of Major Grading Activity
Date
Location Description
Start End
Nirapo
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App G - Log of Major Grading Activity (Cont'd)
Sae
Date
Location Description
Start End
Please attach additional grading activities if necessary.
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
N' "'" App H-Log of Permanent/Temporary Halts in Construction
Date
Location Description
Start End
Surf
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App H - Log of Permanent/Temporary Halts in Construction (Cont'd)
Date
Location Description
Start End
*.n Please attach additional halts in construction activity if necessary.
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
'`"''' App I-Log of Changes and Updates to SWPPP
Instructions:
i. Create a log here of changes and updates to the SWPPP. You should include additions of
new BMPs,replacement of failed BMPs, significant changes in the activities or their timing
on the project, changes in personnel, changes in inspection and maintenance procedures, and
updates to site maps, etc.
Date Problem Actions Taken Completed Signature
Completed By
Slaw
tome
Woolley Engineering
SWPPP- Crutchfield Corporation
•
. Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App I - Log of Changes and Updates to SWPPP (Cont'd)
Date Problem Actions Taken Completed Signature
Completed By
'411.r
Please attach additional changes/updates if necessary.
Woolley Engineering
SWPPP- Crutchfield Corporation
r •
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App J-Log of Initiation of Stabilization
Starting Property Under Stabilization Stabilization Efforts
Date
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App J - Log of Initialization of Stabilization (Cont'd)
Noise
Starting
Date Property Under Stabilization Stabilization Efforts
*oft,
Please attach additional initialization of stabilization measures if necessary.
Stale
Woolley Engineering
SWPPP- Crutchfield Corporation
•
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App K-Log of Properties No Longer Under Operator Control
Date Property No Longer under Final Stabilization Efforts
Control of Operator
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App K - Log of Properties No Longer Under Operator Control (Cont'd)
Date Property No Longer under Final Stabilization Efforts
Control of Operator
Please attach additional properties no longer under operator control if necessary.
Woolley Engineering
SWPPP- Crutchfield Corporation
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
`'' App L -Subcontractor Certifications/Agreements
sire
slime
Woolley Engineering
SWPPP- Crutchfield Corporation
•
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
App M-Erosion and Sediment Control (ESC) Narrative and Plan
Woolley Engineering
SWPPP- Crutchfield Corporation
- —
: ii‘k
.6SSv /�� Ivv,v A\. •
1..2'T-- /� 9� , ,
I, `' Cnl 1 if \ ,\-,,, \ , .
\ z? n, tin / Cn -1 /� T T < C7
,� C--'� ,1 I � �,`o \ , i \ N.. n �� n1:1-.0 rn =-;:, O Z 0 0 n O
7 C
o.
-- 1' \�I k' , D cn rnto cn (7 D
I -1-- --al..' \\ ��.1 \ n D rll rn — O O O n o Z z
�� _1 ��:. \ \ rn Z Z Z O w
—� j -- ��� \ Z k O O
�� \ ;r o rn r71Z C rn '� O 7o Z r-
NI �. rn _ O rn r 73 C 7C r
;� �«, Z D Z Z
/)—>i O Z
w �`, �1 V .,tawu� Z D 7C
6�- I _ _- - �\ \ --i rn -<
Yr
*141111101 *gad
NOW
. 4,c-..,\-\\,\N---- --„, 5,., ?,,,,j,,, ,„,, \ , ,,, r--.1
-�. y --rI \ f �' A.5. , A" '-'' -�� �\ rn
�= —
N..„,`\\:V AA,' ._, -e Z
ten, �� t� k�� �'. ''\
,
', 7S-il R11 ..'��A i
i I 1 `) i4 1 1 ; O 3 0 - ` <‘ -1 ,:'',\
�(D
, I
0
�.
5z 3 •,,, _ ..,
as;tt0ss I 'I �1! i i� W \l . � ;::
., ,,,,,,--
...„,
, , ,
\h, .z, OG • t , • .'
I 1 : i / '� 1 '�t���, `� `�
\i/
C 'l r U \• , 1 5 d f. A TERNATE ROUTE < c� M �,
1 Imo,- 1 ;� i u /11'
}� c G n 1 2 1 _ _ �( _' 1 I v _ 7
C i1 _Z v+ `
7.
w • 1 a ,� A m ice' uk• �
n >0 r
T ,� I /r
'Y
n a'- 4
i
a
y P ' y p /..'''''„ \Y
r. <
�r ; �i \ �\i _ of - 1 ✓ • '� �I 0 1. �\
•• ' . Wk £ '.
� � n { D 0e , ty �"-> ,- . ; s+ r ` -"-•-•:1 .-'5'., °° tom: >s� ,� y ' ' Ii XV,IA't + ' Z �' !r � I` 1 0 ' rd$
o ) - � "I -, j k zw.. r�.:,`�'e �. `O-i .Z uw sbk''F,, >s`.�v' ; ;k•r _
c. N." (D CD v, f y�z• i `Y A Z rn•r '� Za 3i ,, I 'i
„0,, ,
O.
• .� v h ,
q a ,-1,1, ', I I _ c f,,rt® a s r rt p 2_ g e , f r",1' ;W ' 'iy _"7 T l
m;F t��, ra-a I F'. 1--„‘„._-z4�?."+` } 0 4-k r 7` ;"4x ' ° _ ,
si'
' �[� , . F
f 4.s : � , - _ • 4 f -.4'L �k� t.. TM--k�cC N t �.
\e x �Y .'d' 4��,� 7
o6t „Q aur. zcu
1
li
a ' d 1 i I1 amo I� '
� �_ NI 1I C� \ ,
I'
I -gn$ a!� ._ 1 I I t _ { I Ol0 I i, / I �,I
O o
o I
�Om3 0`�n I! 1 I 0� ti I I �ni 1' 1 . \ I�
j �.��� s3 I f� z I O .y.. _ _ 11 L,
mo�'g I, I AA=_m 02�' I �i
I c'Q'9 agF - ;I TTrn j I ;
oQo_ -c.�T .,�/ i' 'I �pI TmpA ! 'iI I• -� , . I
//11II
1Q '5.-:,,P,1-1
J 3� 1 �• g 0Ffi
-riI I es,
1 Si C ,�.,..,. - .___._
11
�� w rn-�.e n'a ,1 I Y U n.
S
+I r� �I IJ .„cr s f' - / I' I
.I I i a
i
n 1
Htatx,)\--4, i1- • ,,
' lll�/
r'
I wI
{ \
rn o ;o
z �g``5W 2 `° a °gni CRUTCHFIELD CORPORATIONiE
(,) 2 5 �� F, • o rn �� n
o u wood w � Mcg , Z g2� ;, i a@
W �;m �, o Site Plan Amendment $ p s fi 0
1
i z z r-Z Z COUNTY OF ALBEMARLE, VIRGINIA " � Z
.,
*qmod. . .
41 \ -, % ' Rift \\
7-2,0-9-, '-s; •-' , . )„, \, .._, \ , ,
--.1„,1--',...„- : 111, :,. ,„, ,1„, o 0 ,„ \ 1,
--- .- ------ .-- '-'; -.: '.jj'''-;'-'0;- 11 -‘ ' ;'.1 \-‘:,1•11-1 \s \' \
-a-- .,,, ' ,..,,,, ''----,..2,11.,:._. ,5, \WX \ \
7.1 1,, ,k*sr \ ,
1 ,
_ 'NC:!.---!1'!! '!'! ! ,*4k4'.,,,, '•sk,\'),„, \
\
m .
/1(.4' II.:,:!''., \I ':•, ‘,., \ \\
---T-__.7-
'-'\ ,/,,,,
-OD C)CDC)gC)0C)0Z50C) a® c91
.6SS •- --- --_ _ i./7.,-, 1-:,j '6 kl.','-t-I.,\ ,. .,,\\, \s ,,,,,,....3.:,,7.-, \\
'''4 -,--/ --._
1
f --.), ,,, --, \,\..-:'
' ''.1 ,t, g--1.-, -1!-c-nk ‘ 1'4,-''1\ \\ x -9\\':':- - -. ,..,,
t:.! ---.`,',)-..,17.,1;x1 \ • \‘'\„,
I . -' '''' 17'''?N I -.I\ itiit.'':.' \''( s'\\\-'-‘1`hk\\",-.
r'''' I ---:,,,---1:1-c.';' VS'' ' ',,,,,,\
---; --- --- s'," -
-i- -itr
' P'4' \
r-
-< 0 m x) M
___ --- (t) '
7C 1— C 7C -0
f-N—
.
•
--I NJ ni
,-.,,m n m >
..._._, --1 --- z
0 z
'
......
> 0 ,
--- -- - - --' _. _ f1 / ' 7‘.1,k;:7'1,:37-• '-‘- "\,'`1 ...`" - ,
UR"(1.), c..;.' A7 1"
..
-—C.. • C' Z > Z Z
N\N, .,,.., :'.i:°:
, \\ , \ \\ ,,
1 ,21 il ,' ;F:4;,''l ''- ' .' ..s." —,*'\'-,, ''\N- ..,•\. '-' ' '';.,_;.:-.,::.
> z z I
til
N4 Z 1
0) ' ''', \N 1.s:'''L-- ' .
' - - -1'4,l•'.. I'‘'' ''',,,Fij,t. \''''W'S'''';''''
\\ \ \‘`.'"N --''''' ‘•:''''
0 M '
‘,. 4A,
'..i,P1,..;.; i!,,,-,-;:',sk, ,.,-5-.., •,.
.,...,. , ..._ . ,.. N
\', .--
g -„i• ,7 I lig- .:;‘,-,-4.;:,!,,,;3,1t„,13'it-,?-,43,\-
..7 rp C - • ; '
, \ ,
' 1
:2t.: !:' ,..,;;•44.T,k',"n"";;;* \ •-- . -`-,‘• k.'- - ';',-?, -- \ I \
N---
\,,---
•' -----! di 11 Hlk.t,-. i4i.•,kik-,4- . . . \r
- .-- .,\_ \ '\ ‘ \,,- ""-'''
,
,
,.i. I IC:,7..1.•.44.,,04..
\
N \,NN,N,/ ,, /
• Y ql 'llal.', ,,,-`.,f''-4,-kt
&I .. .- -. ,.:-!,1,'V.41)). . N
',.
-N., -- '-,
'ii!rlf.'4#41 ,7'.'. '...'•-___ ----- — _ -,
N\-
▪ " J !1:164.11 ,.:4.--7,,:s'''' 0/1;1 '' X',8)-'''„
---- ., -..
'N. '''•„. ,•.••'''1-5' ;‘,.. „
! • '' F-'7'9.3' '1'01•1 I ii!i l ? ', . i ,,,,kk kkAtazi,k?kik.tik-.• -kg. .,k,k,..--_,,,k•-ikk,,-,kkk.'..,.
,•,i; 'I 5,..Ti?&..'.:''1..'-'0', AllkI;J:'4 .,:,,,,..,,.. :-.'-- . ,\ ,..,„''',,-,, ,- - — --' ''"'z:-..T.:,-....._,IL,':--,
. . -,,
.,, ‘ ,.. -'1 '. joy 4 k(4--,',4a....,,T.„-ii.fttilk.:h.Zeii4.4;:*,,-..V, N - ' ---''-''',..-- ' ,\'-'. ,..
.
', '', IP I. i 1::',..,,i?3'/4,4,- 7'.f.,4, ..7.441t".:4f-t,..:...'.;;;AO''i'ii,'!.:;',;. 07tfig,''14.,.. •,.."- - .---.., ")• -•.-;,.,
...„,......
, \ I' •!1:1 i , FOP... i':;::.,:,4."4.1:f1,:f79,111:z .?.;',I'';,.:4-4Vi'4,4 - 1','e,',*''''''''--t. ,:::',..V,'::',4. .'' '-.„, - '',--, -',2,- ,.,,
i .-, 1 If lop.f,,,,';,'4,,.,,,t.:-.,---'',',./,,c.-•:sf ,t1,.:; $ 4;',:x.1-k.-•,;;;t,`,,,,..,„?,kk,:',I,". kv,k,k'.. .
.--'''----,-,-..-T ',.-J(',•„..
,
, f i I .,,,, k,k,kkAk-.,-;,...-.• 7.,k'--.•,; ,,,-A&,4w.:. :`,..kk :4rik..7:-Akfkki,tk!,..•- ... ; ,
,,.
N
,
-•-. s
,
•
ifi I:;•!°'7.„a'•';;':,'-' •-•-,".;,f!..'.:',',,•!--0-t!;',;."=„.%,!!!!.„....., „,„ . - ,
'.-- 1,11 1 1 r•,'''' ''.:'37-i-7.-%' iN.4 , - ,'''; -_'•,..:34',,;1'-. ;;;!1!;.•?,.;,3 ',1!?;',; --_ 3-7-.. --,' ,---R,6--.
.. ..,,
R2 , 3.2e!ITeggs, .
I! ' , !!!!'''''!" !"-'4-4,! :!'l'a't.A7"-A,',0'!!!''.,44,!!':',:i'.";:•'";',4,"'ill, '..k..-:...."A :,1?;-..I' ",..q,',!,XFIMIZIE",-.
I ' 1 t--,k-k'S-":'.4V,!'", t':•=1'. ."'y efir-L,:ktf.:",',..3"t:.-4** 'd,k„.
, ,,,..- .L9.og , i I ' 47,-;,,,,,,,,!,I,„.t,;.kk:•, - -‘1.`4,-ik'-kkk.,t.,-)k"-.,,"..,'".•..-k„,ik?.4:::%--:',,,:. -:-.4.5,-,.kk -,,,•1-4,',";'-;:kk..„, , c•-.Z.i *1-,,--:: . .:3 --!----- -Wi3',. .7", --,,,..', ''',I .,••••...,....,,-''kit c.,,6, -, ,
„.,
'''''w•.;z,f,,,' :,,•;,,,,:::." kN';'.+A.,,,,,:z-',-,a,i',,v-„,..., ,,,,,I#7..r..
1.13,.;,:3V;;-,.3.,;,1„;.:;-,;;;;,;;;0.;:.;;;;;;5;;;;;;43;,;413!5-334:-.'::::3:3:- „31- 33-j13.3.,.....3p,,,t,:'.33;;;;;;z;:3W,;t3t:;;;;;;.f,;;;; ;;Fi,;; ;;J::0p0.;'SA: ''' ' ' :'‘'...\-- -..,–.."'"i• 4. ,„ __--t-i:71-:-—„I ' i
'',', .,,:,,,,,,,,,•.'.',.,4'4,,,,,...,','...'''''''.,' .,. ..,.,'p!,,,!:,!.!,,,..4".!.!,,,,,-,,,,-2,,,,,. ..,,'.,,,,,,'r.),,,,,r,,,,,';',,,,,,,,,,...f.,,,,-!.q..'ft!yt!” .',.!.'".,:.!rx,'!r!,•,f,.;P,:ni,;;;;;;;;;;', ;;4;;:;; ; , ;,.
ll;1;-- ;;;V4:;',-;;;-;
..- -,1--,-.,.,_.k:"-- -.::T-,,,,T,',:; ,.
', .",---3,k•-) '', . ik i 'i 1 lik'.-,4-__„-,-;: akk7,,kkko_: -,-----,-,At-ktk,,,,- 1.1r--litiLii, ,,,,,,,:\‘‘,,:,-- f.,kk, !'si.7,-,",-'7,, ,-0'," r',..i'vrnelAr'Ff INN ' !..2.4'N!!!:'!'!! 4-',/\) I 1! ''-i -• •;-•• ;-•:-. '•';-! •-•''''''''' - !
/
,,,,--',„..,,„,„ . ....:„4,!!';;!'f..1,-.;140.4 4•114.45-..! '2:‘,..4.=MM''.4,4,'''...L:''.L'"1. ''''' ''' .. '....''''':".."."'""L."''''' '''''.. 1 ;::'''''.4;:." 7.I ' ''''' ' '' ' ' '''''
,;:3';': ;1;;;; :r": i..= 7.;;;;,:3,;;Z;;;;;;;,.;;;,,,, •.;.A.,4;;c:„.•;;;;,.4,,3;;.:, ------ ,3.#;;;,t --z-1111 : ;; ;;43:311;', ;;;; ,,i,v -7.-.'-'"--,:--- :.-''.;-,-,'-.\...,'
' • ''' ' 1%-,..,,tk.,3--,,:c..:.!,:. ',,,i,-,,,,,,,,,,,,',:.---,—- 8
l',C) ' "c!'. 01:-.. ---1 ", - :T.,' 1 i. I-:.:,I 1::.",,I.L.: ,..:I,_7•.......'1:', .'..,\ ...,,, -.:‘1. 44:."-..) ,.. - _-- -, 7..:!,;',:;:: .„r• .!''',.Mr",:',,,!'"-•:;'_ !33i)rf;',-k.24. •;!Za,,,!;"•!• 1;- !!•!--:'! ".;:;.!;;!:•;•3'!.•!;, .// '' 1-!•r. 11 3 ' •'!'•-'-;77-•\--
tliNtr: ';`,1M:-'''";',' ',V.,:i.,...,-, ..,,,-1,--..,t.:,,;.;;/1"1--;'1.1%;.:W:1 '1 ,'-,..11-,.,4•ft, '' c07 ,.. ( 1 / ' '17.',7).„,;
,„,,' 1;-.,,,,;.':,„0,;.k.,,t,-;,„iA-; : -•-•,, .,,,'„.: "Wi,,,,,',.:*,:.. ,,'.... ....,:. , .,.',..-a'4 1-:4:::':,;;:;;;;3;e,1;!;;;;;;;:: :f-;;;3;;;;;;;;;; :
5,;,;j.,,;ri,:; ;i,,. -EL!) ''' ',!!'il. °I'' 3'' " 525'''' .'.-, , .,..' ...7..- i";; ' '''t' ' , . .'"III, . .. ,, 'V.4. 4. .., , —, I '42 'I--.'., , --<-
._ k-.-_,k,,, , i-k-,,--,(-IT k,-8 r"-) I L.-.4...,mkkk'-.:0..,„ - - ,,, !iii.:-, .w:k,,,,,,,,:kkz.:„;t.ki-3A_,.;-,,..k.:,,,4,-f.kik,k,.,,kkkk' -;,-,q4,,k..; ,:.",k1„, - " "....:' " "kkkkk:4-Z.,-.7,4 ', • .-,,,,I.,.--1-' ....::„--4-, ,Q- -4 — 1
!--!ar, ;2_, c! 1,rIt 9'' ! 1 l'-''''1.4:,;;;;I;#;;;; ''‘. ;;; ; ;;•;;:. 2;f;; ':.;;;;:;;; ;;; ;4., ; ; ;;;; ;;;;371';:i:;;; ‘,.;-;.:33,!,:4,e1:;;137:,;;!;,'
, ()LT ; ,. :--- . _cn•:: J 1 1 :- ;-:''F;;;;;;;Vi;;;;;;;;;;143 ;;;;;;;i:33:3;;;3;,,,,.;;',;.;;;;;;;;;-.3;';:k;3:3:;i:.,;;;;;.-;k.3,:;;,;,.:-;.;;;r:;;;V;;',3j;',•;;;;4,;-,;.;93;;;;;;;/3,37:;„;;;;;k;;;;;;; ;;;;,-;;;,3;;;I:;;;;;;;:ii;;;,c,-;;:, ::::;:;,;;;;;:t"33 ,33 : 41-,h j ' !r!!!!':::;,:!--;,',!,,J!,,,, ,:.',!!! \'-, -7--.-!-',,,.. ! I
,;; ; ,' / ; :;:-3±;: / ';;,: ;4.! ;iLj, -ill •'\I lt L :,':-.1',.,'-..:.:fr.77,:,:::?,-4,„. 7,- ---J •-:.,:f .,44,4,1:44-:.`',4*.X.414'.'if..?'''-f'":1''''''''''''71''''''''''''''''''''''''''' j'-'-f,i;%:.:'4, It ,„..,-- --',f.-4:-.---"'----'''''''''=,:;:a".. ,' , ----.. ..-
i , . . ' ..'' :-_=, E' ;-• x :,,,43-, r'',-,. ..7,i,.,:,-:2..74,,t,,,i.,:-!,,,,, ,y,:,,,;.,,.,- -
..... ,,L', „,,,,,,,:,-.-4,..,.,,„\ .,,, ,,i;;;,_.....„!'- ...': ":''...„:: ....',I!"-'-'.:-''''..1'f'"I'l"" 'or,',- - I---, !!'• , '.' ,
..15S.-- .,„7------ -'.-1-_3,-,,,,,-33-„,„;-,;_e-;'',Ve,-,,t-%-x,-0'-‘144.62.74ts$4,w„,;"!,!, ';',.2„:„>4--„!:,i_Z„!-.-_;••••r3+3.3N!!!:,,,---,"- -,-;,. .:3-,:13!!!!!..,-„,:;.,.... ip ----__ i''..::', \,-"'„11,,t
,,,,. ..s4A.-_,,,,v.7%-t...,,,,'.,..-4,-.-fit;i:..,,f4ii, .,.....%i'-'-''''''''1144-7---I.-- '''''"-!'' ''' ',I..''' ','-'tir'!,,l(1,',',., ..„4.,,'''''''''''''.-"-"?'"04
---- ( .
71t ',"..:';.',- ' : •-';...•'':-..''.5. -:y.,,wk, ,,,_,,,„,,_..,-.,:.-77,. ---_,'---,...4.A: +.4:-'.'-'0,41,,,ivilk,--,..,,zg.,,,,,-..'''-,''..-.... • ' -,;,,,,.._•:,i :',,,..-'
,•,-,,,, . .._______ — -- , ;:;,..„,.f..„--k4,kkr4.k 3;;-:a.v4
'1,•!, 02,3,,,7.,,... .:!-..-t.5'i'V,',.. ,,,,,:,..7,-4:7-74,,-....1;''''''''.,!'"4!';',".'', -,.:'-.:7:!,"!!'!!` WANZIainriMintimii's." ,!,
-----_ -!!!!-!!-------) , :i".. _ !-!- !! '!1'!?'!;.!!!!! !!!!!!j!;:f!!!., !!!!! . rlifigainif_-,- ''''' 1' !!!!'!! ! 2!Kt72/
-7 !
•
IA. ,',.‹.. 4,','.„!: ...,.!,... !!!_!
1 • liril*;----''''-. ‘ ,,. ci,.E.::.:-....,..'1•;',:-• :;: '.i il
,\- ,., ,.,ia,i-i.,,:::L,-- i.,„,.
/- ,
, ; , , 1 1 ‘949,1 ,,--,„,„ , ,,,,,•, 1 g ..,:,-...;,-2-,.-..L2,. -_:-- „ .,_, ,:. Iti,,,teg.i.vs , , , .„ . , ' -- ,,,,,, ,,, --,--- / v ,
.,,,,. .. .,.,._,,, ..,,,„_,,,,,„:„...,,,,,,,,...,,;77...,,:..7„...i.7,_,,77-.„:„,,„,..._s.:,,„.„1,?,,,,„,,,,...:0_:-...,, .,,,:c410.,,,,,,,i.,,,,•.i,t,....,,,,l , ,,,, .,,, , , ,,,,,,, ici i ,, i : i ! , \,,,,i,..,2 ,-,/,• . _ .ix ,
, , .... ,
1 ,...,,i4.,.,iii,• ',L '4::::,X.,;',.':i'.;.;kt;.'',..4-.WiA 3 0.4*.tk...fZige*At40,4'4' 4,,,:.i 11 r / '' i' f:, ' ; : :: 1 :' Y,.,'
,k ,..,k •1:.0ftikzt.4k-, ,,f4p1"4/,7iA,--hrk,.-A co K ,::,:i.‘74,,,'Afe.t"A;,',77,-,30f,o,,',.,w#*,,,44 :,... : , ' . ', i., , i ; - , , . I -,,,. • \ ... I
I; "'.:‘'.;--:::'?t,l'iq:',":,,,-' .'''-`'.4_'-i-.".‘""*" 714\-..-,..";,jt*.NA.',5,t1 0 2 ir.'q.4.:.:Vit,-,4'i.tW4.4.,-..4i,-,,'.- Alrfel*r v ':1 ! , ! *--'•- !! ! ' ! , , ! '! '',,
------!----- , ! , '' ' 1 I ','!•'''' .-., ,,X," ,'''-''.,,,i,'.=i'!"-'2,.W.S!'"3',N!,!;';',;?!;:„,;;•!!'.' < -,..,.;4,3,:-.,'ItZeItl!!.&104-1-7
I I - „,,,.,74.t,!3,4::-4,::„;;,,, ,,'w--;,..1,1;;;A .:;; '.4?,;;;Ni..'-',;:i,;%;;;;&;; ;;i1-n m -4!!4!!-.0!!'7; '4-7,tty-'5!;!
7
; ; : ' :: ; '',1-.L.;-1,:r.,';;,;;,;;.'V,...!;i111;;;;;;1 ;,;:.;;"."'
116-,4" -..154-•r,ti.'zI',.'.w7;:t4w.:,
i I ...
/
4404,,,A41;.i,v,#.;;4.1....0:.scs <7. Vcf.;:it',I44•114 .:.-,It: ' g'. • • ! '/:*' .-;-- - .' ‘''‘,
t• ,.!!,- 11'':1 it",i3_,4,..,,,;t::.:',T 3;:.•1',1!t,' -!;!!!tLif,t1i.I4'14•.!leki;ii 6 r=,-,k,'' -tiff:7-ii,U;-,k;_i-it* • , A
. .
1 I; 1,-,11,fk;„ ,,-,.:,44), ,..-4,,,i4, ,,i,., ,-.._. 8V,;',?,ti",i,'•,.4%.rP,44..•-"...%'.;.",,,,„7..".., ,..,-Tc.277,/,,-,:. ' ,-- i -, ,
''."1 ' / r:1''C.' .......*' 1 41---1 1„pkk„:.".-5,'-',k,.;:- "":".;:m; 4,11.-„,,--_4?-,,,---14**KkA,',f3,-; 9., _-,-. :.?„tt;_:,34-0,4,1-tir,r,4„v*km,.,,.?4,:::„: •,,,-,,c!„-,--,/,..--,_Ix, ---, -- _ _
?. 5.;,-a ' I; 2 ,.,,•,,.ri4.1 .6;X:17:1j1:;41.'!";',',,, ,..;.i.",#4.,',4'i.-.A.f.4.,:;-1, !!,k-!,„ p 0 v.:',.:,0 /,,,-./ ,..',,..,. .: ,..,!...,
. i. ... ,, ,4.-k0;:-,k4oi:*.k.k:e.r.".:k '''•4'-'''''" ' -2- •''''-- ' -z co \ ! II !i -! ','',1 !•1'•__."
Cn 1 I I);(7.1/
,-., ,,,.,-.,.---, ,.44.R.4..!„.,.2.-i./;.:--. .=:;,74-- ,;-!..:"''-' '- - ''111 -7' ( I, : .0'*;7I,i1111 -/.
,,,_..,.
, 2D'-ea j' : il /...1 ( I
- - k\--- ,- _- - -3 r0 1 / ; I
' 71,-,; 1111 ''4 /
j:,,1,?\
,' -1 1 , !! I.'!!"!!'"'!;!7;,' '44; ..! '!!!.///
--)E
S''::-.:, I,,..',..-/.
,' ;7/ 'LE \
$3 c'g -. .. ' •.:- ---1 , 1 -:r;'• , ,;, ,,., //
,/,'///'1 \ ,1 , !,/.
ct o ! --t-
1 i ! ,k,.',,,. .,//'
//, :1 1 g) ) < ck, J , .1
,IkNk.,,-...k.j3? .';'f.-_--,-/./1
1 'ki. ,, .,,r;„: ;,,,-,-_-,-• . - . ,
./.,, ! ; I , cr."•" (2.
I 1 '3 'i ;I
„.1.52 ;;'
..!!,..n!';,-,3.1,-!,1,!„ J/.,/,/,/
o up„ ; /, 1 -./....
1411 !1,11' i 1 i --- , [, II/„ A,,, . //,,-/:-'- _,- ' 'iN, '” -7-7— '
v,:. I !--- . -- c§, ,,..,: L.,- _—__....N:_,,-___/./
' ' . :;-,' . , ,i.-,,ik;'?I.rls)1./ . ,',/ I'' -----
i g•W,al'ci,' ,`„.9„!,; - - i 1 2;l."-_,!••!,i'',1*--A4;;; V••:-/••,!;/////'
:- ----
141 / ; //•-/ I k-;-
/ •/ / ^ I' 4 0 li 1
I 33.52- C71;' ,..,
. ..;'-0'. ...':,:,11,-;Z417,:•, :.",,:i' „;-'
- _. - -- iv I „, , , , , ,..,, ,
l'_,.5 ..:.. ; 1 i k. 1/,---7,-, ' ,-6,- r. --- -t,-- ,.. -- --/;-_, - „:- „- ,' r ,- /7 . ....Ai/ ; / ',.,:l
gg ,r.
V.-.i:IIV:Ar... ;A: //,/'/' -` 1 I.„ -- -- -- '7,e--- .- . ..._ _.-- - ., --.._ r''' • '-'1- l'.. ,,--/A,
• 'F',6!•,::-,Y. -1 ,I, 1 . ,!:_ivt- vst f.//.,/• , s° 7 , -- /-3- _ --- ,„--• :„..,,,,_ .._T-:_-- --kiik --,. •, - it-) " 1-
....,:,_ t „ 1 ,,,k,,,,, 2''''''..1'. 17.-.,- -r 4,
--s,.:,,----i-„, - -' I 1 I I 1,431' ,,,miarti,: t:'''',/,//, 3. H" . , /- "--- .--,' rn.__- eil ii /./ - ,i1 v ...1 i/ :y•-1-,,'1..f ,
-':-;-.-la /.-/,'
1 i ! • ,c---- Q , ,/2; 1 ---/--- z
1,2 • 11 ..--:v,:,.-Tt-:. , ,
.i. I ' ' 1 z / — - ,/.-/- i --",'/--- .
k '
I 1 . ki ______ , --////
Li I ., - ..,.. - .
L ' II i...-,,,,L.,:, i ,
—ammilmer, '...---,--, i );-'1.i 4/ 1 ;-'a'3,a ' f
1 ' -t_ 1, _,;_.„4., :
-- HI • 1 r'
/..'........:(//„/.// (/'1 ' '' „ -''.
.
,
11 I I''''''///.
41111111111114.:. 'R-7
,
,.. r.
0;S.-7: -- ! ! - ,-' ,1 / ,.
4 t /
- - __ 4esui..,- • .-.- -- 1
,,4.---1-II 1! r
1 i"rb , '
i
1 It I I/ / -.7...___;r'' _ el,- .1):.,,,,,, --:_:. ,„.._. 1,..,ik
I.
_\-__1,,..2:. •i
1 / ,• 1, (//,/,/z" -'T---- I '
'", s',, \ -. ; r:F..ii - 1! •,-
'-',ill al,.' i'
f..., r \ i \
._-----74 •u, ', - / .fr/-,, //, 0 ,
....,,
,---
____----------;
" --i- ii ' ' -.. t-./-//:,-• : ii 7, I '7 -•-!!'"::-- - .... - - -- '!--'- - 1 `‘, I
. --
/..,
. ,
\ ,CA4 1 _ _, ., -- --- - • i `. i...-1 :'' W ,..4 r.--..,-./..
— —
02- -• I r; - . .. , -,/., ,
- -
. .
4 wEi lie ic- ,
1
,
- -,-. ,?, --. ;1 ,
nt i§ E.
,. . . , _ i
1 L_:7F ii,!:,;;0 ' ,,,,, 1 k.32 00 °8rn CRUTCsHiteFI
'sccof g g R (1 .:, ,D, pEiaLnDACmCfnRcrmOe RATION '
i.
(1)
-1:1 '0
COUNTY OF ALBEMARLE, VIRGINIA
ir.•
i - -.. V,. k c : '11 r..? 2 z
__----- -
oa ... .1
8 1' -,w i'•i-f. ! 1c)?1
0 •
- \-,1:'-',',.,:,
i . .__... :--- -- -
a)
--
m
_D m
Q- -'.'t 0-i a
(„) , _ ,
__, .,, 10 , ..
Ai"
!L' ■ -'■I AZ I ® m m a m .,...„,,....„...„...„. < 1 4D
3: „ N 9 --,jam: S M�' , z g • t. `R8-g4-aw/1mg.<10 IlC' III11 mL ,
! �`, m a m m p O
a -' n -� ti f m N m\ F,g o 3-8 22 3 Cil vi a 1 7 5
> no m - R- 119
z R $ v g50 E. &gr1°6 9g3.z �a 11=._--_ r
x y y 7 o 2 R o o M. -1--.< SP s.gmm �g�q. n I� a
- TJ g; S g DDD H
co n 10111111!m ^z m 'i� m D (n $$m R DE-I II
L, ' - /
z a z 37 m E-n Fi ti ` N173 g.o?g." 3_m ��If
of ii i�w3£; y w m = R---yo db
4- om g
(Th-N173 m �4 •m O ^I N �D m- il
� •
? I ° N $ m g 3 m z
aG7 - •xa x? Eo "o$ mWZ °-E go +'�° a ISI
A ■1 ?o i" s p� QF %5 ziD_ s aE5 47F 2 o Irl
K 6 gh . DZ Qs a o a b IIII
d o o $ > a �� m m w I I
8 . m 44� �z L. 3a o m 3 = IIF ,m
-1 r L 3� m 1,ll
�.gi 2� $ z w w r m - = IIII
0
< . -1 • 72 2 • rilf m �_ IL
m
F'ER 05 X11
yN 61IIII pz
� y m �Ika
z
tmtpp (Im11yn+ m ([mlf/m! mmf
e---
,
L+ do A N i Ga N �+ N 4 D) Al /1 O I -$9 i 11� nlio.l =�' `�o .m3m �_ �pi
Pg
III �F�' Vm ---. �.-�' _
-13
•�' m.� 3Fa 4S .111-:py m �^z; �n �1�II�=• `(]`f� A�� 1 _717,t---1... N.4„,„........,,,
m= m -m a ;=a 3'91 3 -.m pp m g _ w g m 95 i; 0 ? E lull)-IIS ° �_ ,�... f. ' ( I- -`'__i:: r
m m-w c.$ -w°rm la mnn m N 111111€�%11 < "';�._�. / _1-ii: ~g
o O
w .1 C7
IIII
� .I
�m
o c
c� - / 1-17 z
o n F Z
$s gm mss -8No a m .-o ft
= a r; cn m�' p G m m - 9 6., Aliy_�= ° 111111 1_ -'Iii
m o o m �omg �3na n D lid: 7J -a 3 >• �' -+ (IMI I _ _ni'mo m, - f z i°s m � x - i��:l:: D�m -A.1 a Po 3 I$ 3Sm pp mm E mo 2 oa D IIIIII =a � �•.8� Il Z 3 =_-m m a 9 rn - a ,i-A...! 9m -'1 fTl :77''L
�3 m • moo°' o� - ? 3 m >> �, - r --
�3 $ n m 3 P-$ - z
<_. Z �M 0 = ._..I
_.m 3 .c" m`�ryI
_ n3 m 3 3a0 �F� D N �. 1` �..;, f- C� - t'l
UI
ii
3g mm� g�'ac mn, rm�nm • I \5 3m $ Z Za a lA a a $g d a : = as 9 uml =o - = i ox2 '1'32-
3nm g fTf 4� 1 3 0 o o n m'o n MEM 1 l --1 I 2 a N m
gip. G a 3
San m 7. 1g
2.1=1
m °m mo all'x 4 l' F�
' Ssm 3 ma <$ k.mn a n OA mai°-- �a
7 U ITl
k`^ z aCW D O O CO r ma
v.
Orr 2 2ysi x $ 4� aH:Al.0.!? NIE`4.::,-4,4C-: . _ ;y D A
� i \
ir
0 0. Q Q < < n x* ! ...::%;4.,%;$ 4,4444-'; lS>�mn ;I, T' 'ii!' l
C G D ..`'">,v" !zo m. 8 Q . AMP&
Yv i�. .s• • (n
cD eD m , ', . e.3, t r N y ' O .... . _
7Q 7 UJ f r ��> g, 's.>a' ! x .i. 1.4718 ..R. •mem• 70
''< G. W W O O j iii ,. 3- x-,,! q,. "$,,:.,,,4::.;-; ,:::.::::'N .. y !c 1 m .��::�:�d�10.,?�:�� i �/ C
z
prp r,�,k 3 a II `�ti 's m g r -2 ' !�i1�Yi+ s1+�i!► �zY�wb! 3.
W W r OrO o � y n m= :i I p I x� sm..4 •'� z
gph
x I 8 �,;„j Szi
<
s Z
ti
O o fel
i I
a 1€"�' ��"'� °4aa� T" � €� _F ^w €E ism E 8�'T�'" g 13 MVP
ld a g Mill
!1/141
� say s-;x7 sLm s: a =s-
a€ a�3 s as n ' 31144 s R Ri-g T = R lip m�`iy` MIVP .1li s$ i 1 t a $a ad 1 €.1111 1 gill s $
!i P l� 1 jig!!
A; i $lwii aso� i _ 4 ,g i¢ 1. e3g$ ggig a$ „Imp g q -- [IV ' s R g1
� �a sg�_ i. 'r a . r�� li B11 � �a 1a"�m"18 z 1_�IF ��R quiff � �vi 3 �C B'o ��,7 3'�x�� �' ��s� � ? Fy i s� 'gill a �7:
'I 1 a zlilt; § `" _ SS e :55i R a k .a1s 5§ a ° pp gg "lire z 5 11€ g1 1 fid` € .il a°
"e � as �._ ; g � IAp 'S� 5116 3 � CI �° �i $.� $-,R � � i Y T r � � TirT1
' � % �'a�rp� ffi 1 g d = L a F L 4 ¢' q}Sg. a 1 �j$ "g s 13• %3H _ .:,4 4 H 1 e 1 j"I -� 4 � @ii $F� � � � 07 g ��� � �� �P� ��,� �� � XV � �� 3 • M� 3 � � uS�� a rad ? € a`1 1 @ �� ��` a ?- Isfi 3Tmali eil O 1 ., 1 f :g49 + S . ; s i ` l P l :€ i is g l 4 g's aas =" ih sas 3I - a 3 $ m
a14 i i' k 3 al e i Ili 1 f -i 3 is it s 1i& 1 s g It iag Bal : -.1114- 4 t - ll6 _ 'i S $.�� $ 2x4 l o
cm3 q $ 'aa = ll"!an 'g 1 1 gill 4.1- - i 'r31t'-' = _` g'II'' 4 _ qa '1 ' -f f:v1 3 ?9 € i ; glil - f F,'
i �a , R "' r ' ag r 1 Ts s €{ 4 -Will as� � � :� +�e Si � 14� s' IF '-f -s e � 1 . s'g Tw € 3 g
al s! 1 ." a li a 'i 1 k: ', i = N1 1 1; 11 °3 11° it TI Pillai hill"-; _lie-- 0 154 elle 11/ill l 4g E 0241 4 . $ 1 @@gg
6 pp f 91 a a�1S� Iy,4. tq a E PIP g911 ';g:� 21/14
/1 g II; 0 k
? a101141
,a dx 1 f 1; - RCI 101 ilia 1 i fS'1• i. F. Ra = S 101 Rs 11 • IIz � ., 1 a3 S .i "'JO t o Y { , al s
all g 1 €1 a S �, � a g sus �� g� dad, { � g £. eg€ - gdta , T 72 P'F s s' °
1 1 11A $ T gi r3 1, 1 +� i €.1 i la ai3 a1, 15 zit g Y ,1 YFW '
1 r vta�f4 $ q I Ion]ys gli Ili it PIA 11 s-1 � s4 sa til ,' T §--, li a i"
T �s sl "Ai s* 1 L 1 - s� °
`s� $ € R a 8 t sgga.,aa 4ss g $ a v Y g. $ ggg
1[' f T a 8 Vg 2 s i is 1 T" .12 s Y S �G g --_ l.gi TIC-, 1 it 1 -1 c 1 a`'$ Ig i s 1 o
II as � �lEa i � a It
R It uQ `gh Ik, � `� T" 3.331- ~� Yq 8 °� s l$'- t� $g � Will V. � � � s�g 1� =a
@ l e Ili @ II: tF. 1 It 1 1 ih 1I'liid 1 Ia _i 'pa11aa &is $� a i a alai!! t a$ 1. €i a T 1-!. .IA%T !Q C
j .c I$ Tafii I 8 E 4�`¢4 1 ,R 1� f s $F2 It 1 3 fa" II 1 h f g gY - iri. y1 2 11 sT TB E2.- q 8 g
E. 4 1 S Y R `fig Y R$l g a1S1 i. s 1 1$a' '-` 4 l'k RIigla t,4'ds - 1 3 T ?4 36' ' lilqr a
fE 3�'s �- ���� s l�g Till 1 / lir
t�li 4l a$ �9 �_ ��� ��pill €��,��� .1 ��3 �° �14 �"dg I�aT -���d� a € i8.1 ;Ili.'
s% �
g> II a x a 3 l9} s sE a T 6 a 4 l f1q 'g a r
1 g A s s 3 �' IF4i8 3 $1;1i.134a #>Jit' ifs T s3 fall Ei
g $ g� l Q 3 5 e § $s x c d 1 i1 T o Tali $ as i3 if a - 'I,Ig -1
1/ lit Hitt
R i. 1 g d F ti fill $1 q 1 'c "II' " 8 8 13'� $� F u 'i P' +l t ass R g.a
. Qa s sea s ;3144 1 ge gt- a gZ FFa4 et 1111.° al to a, R ma _ a x1� . al ..e ala gaogo :Milt a Q AAs
gS pill
NV
i� 88 � �8 __.. � s; � La x oLaL� = 't'- 8>z t- '� � � d i-
a 55 •x3 g - `_ t i - ° 6 $ a 3 g -S�� s $ 8 Ic- m _ >F
m g > gR 11 R 1 ¢lel �� l _ e .l �` a k Y $ E 4 i-¢� j � -i IiiP R i f 3-
}11@01 I iIR g 1 titt 13 1 3 1 $I Y $L s i '-a $5114 °'33' 1 1: Bit 1 4#1 I liar. '1 gl `', tis i ; I R It Ilia
!sill f1 ' 8 aq. 3''3 i 14411!a € l o 3 '.! Tfe i -: 3 " d• ' S e 1 541 ` R.� _ $ 03 :,
'ad1Y 1 � Igoe dIx ; s 'sa Ya®� ` Bid a d g $ I. 9 a' g
� 1Tr TT a g$Sg�a �a�� � � a a- � �S � 1 x' " L � e �_ .1 �aE11' �g1, EgI •' � as3 � Yap � 4 � � � 3
411;211
1"'.114'13 : f-OW 14/.1"I ' 1li!li;iai I i iif PP rja ; •; III
9g i 1 I8 1. 1 ,
sa a a R T $ . gg g e dr ne 9 I i° axe # a al- 1 f
11 Y 1 pg.! o .gs 14 1 . _ - @ dp} a" L§$ i 14 9 1a' Jr 1413 Aga a "' t W- s `" E 1S YL `s
taifg$11 rl €'4a s 9E t §x3ti� 6 .i...4 § 1 4 ii' iy i 1I , 3 1:R g 4 i 1z a L qg As g I Ad, i `a4 T ..sg' • g ig S 13 E i
W1111
�a Ili
A ' f, T -, ' 'I
1 II? '
�F" e3a is'aaz ii
?gfiii!
, �a° € 1 - xatis ag € `1 €g f1q_ s la - 9 3 t
R a gd _ a $' . 0g i ; 1 x s a ata. a gIg IIis IL
aT ;4. : a 1T% 5 3> T 4k it s sge a 3S a ; I. ahg aci g 1 i° 'g _ a n $ E° VIas 1� 86�i frau ' a1 ' $ ga - g $ z 'l a f, F 1 a E asir �4 i 4 a g a x g s3
.1 1" 1I 3L1.i f : t 1 k 1 t dm g �', M g' Is
S 1$ g ' - r"Li' pa's 't ii
a a
S [Ail ;11 ,fa$zg°°y pSy E 3 - 4I E t 3 O 8 i a§ 8 g Te v g^� S. 2 i3 al
3l gi $ I Su? tilt; ! TT 1 9 ; ; 5 .f al s 3 3i . Raat 4 da 4 a" ;3Y 8 "
a B. 5 dao Ya a
` n I I m o ya 'ii; o`
�'�'„ o ti t2 > > .''-' -• 3 0 0 CRUTCHFIELD CORPORATION
Q fi o
1 3g,8 Q m -,x o = oma = x
N z 'N_P• W R' >9 a ? Major Site Plan Amendment V n ,. o
�,mQ `e ‘�,• _____.r COUNTY OF ALBEMARLE, VIRGINIA ~-` , '
5 s
Stormwater Pollution Prevention Plan(SWPPP)
Crutchfield Corporation
End of SWPPP
Woolley Engineering
SWPPP- Crutchfield Corporation