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SITE DATA
0 WNER:
DEVEL OPER:
PLAN PREPARER:
TAX MAP PARCEL No.
PARCEL AREA:
BELVEDERE LAND HOLDINGS LLC
PO BOX 7505
CHARLOTTESVILLE, VA 22906
NEW BELVEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)- 977- 0205
15.00 ACRES
ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007)
STEEP SLOPES - MANAGED
STEEP SLOPES - PRESERVED
CURREN T USE:
R4 STANDARD DENSITY:
ALLOWABLE DENSITY:
PROPOSED USE:
PROPOSED USE DENSITY -
POLLUTION PREVENTION PLAN
FOR
VACANT R I O MAGISTERIAL DISTRICT, COUNTY OF ALB E MAR LE, VA
4 DU/A C
4 DU/AC + 5Z DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA
(1.17 ACRES SEE FINAL SITE PLAN LANDSCAPING PLAN)
4 + (4 * 0.05) = 4.2 DU/AC
CLUSTER DEVELOPMENT 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS
43 LOTS115 ACRES = 2.87 DU/AC
BUILDING HEIGHT: 35' MAXIMUM
LOT TABULATION
5 SFD L 0 TS 0.92 ACRES
38 SFA L 0 TS 2.46 A CRES
RI GH T— OF— WA Y 1.48 A CRES*
TO TL O T 0.07 ACRES
OPEN SPACE PHASE 5A 2.02 ACRES" (29% OF PHASE 5A DEVELOPMENT)
FUTURE PHASE 5B 8.05 ACRES
TOTAL 15.00 ACRES
MAGISTERIAL DISTRICT- RIO MAGISTERIAL DISTRICT
WA TERSHED: UPPER RI VANNA RIVER
BOUNDARY SOURCE: PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1,
1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331.
TOPOGRAPHY- AERIAL TOPOGRAPHY FLOWN IN 2076 BY BELL LAND SURVEYS LLC. TOPOGRAPHY STILL UNCHANGED BASED
ON A SITE VISIT AND DESIGN PROFESSIONALS OPINION, THE SURVEY Is STILL ACCURATE TO THE EFFECT
THAT NOTHING HAS CHANGED.
BENCHMARK: FIRE HYDRANT 455. 10, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AND FARROW DRIVE
DA TUNM: HORZ.: NA VD 88; VER T : NAD83
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY
PANEL NUMBER 570003C 0279 D. EFFECTIVE DATE.• FEBRUARY 4. 2005.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL —FORESTAL DISTRICT.
THIS SI TE IS NO T L 0CA TED Wl THIN THE WA TERSHED OF A PUBLI C WA TER SUPPL Y RESER VOIR.
EROSION & SEDIMENT CONTROL LEGEND
C 3.01 SAFETY FENCE
C C 3.02 o CONSTRUCTION ENTRANCE
C R S 3.03 C R S STOABILNSTRUCTION Z ATION ROAD
SILT FENCE
D V 3.12 DIVERSION
S C 3.13 S C SEDIMENT TRAP
S B 3.14 S B SEDIMENT BASIN
OP 3.18 0
SR 3.29 SR
TS 3.31 TT
C
OUTLET PROTECTION
SURFACE ROUGHENING
TEMPORARY SEEDING
D3.32 TT PERMANENT SEEDING
up3.38 Tn Try
D C 3.39 DC
DUST CONTROL
VICINITY MAP
SCALE: 1 "=1000 FEET
SHEET INDEX
SHEET
1----------
COVER SHEET
SHEET
2----------
EROSION CONTROL PLAN PHASE 1
SHEET
3----------
EROSION CONTROL PLAN PHASE 1
SHEET
4----------
EROSION CONTROL PLAN PHASE 2
SHEET
5----------
EROSION CONTROL PLAN PHASE 2
SHEET
6----------
EROSION CONTROL PLAN PHASE 3
SHEET
7----------
EROSION CONTROL PLAN PHASE 3
SHEET
8----------
POLLUTION PREVENTION PLAN NOTES & DETAILS
i Frzpmn
EXISTING INTERMEDIATE CONTOUR
- -332 -
EXISTING INDEX CONTOUR
- 300 -
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EX. C&G
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
CG-6
TRANSITION FROM CG-6 ROLL-TOP
CG-6 ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
1 17
15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
— S —
PROPOSED SANITARY SEWER
PROPERTY LINE
EASEMENT LINE
-----------------
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■■■■
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
{
EXISTING TREE
1 EX. 15' OAK
PROPOSED TREE
OAK
EXISTING WATERLINE
PROPOSED WATERLINE
—w—w-
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
43
PROPOSED WATER VALVE
W W-
PROPOSED WATER METER
O
EXISTING REDUCER
W00 .
PROPOSED REDUCER
W00 W_
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED & TACKED
VEHICLES PER DAY COUNT
1,234 VPD
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
PROPOSED SIGN
12
SANITARY MANHOLE IDENTIFIER
18
STORM DRAIN STRUCTURE IDENTIFIER
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EROSION CONTROL PLAN
LEGEND
F3.02
CE
ENOTRANCETIONCONS
P-013
CRS
RUCTION
ROAD TSTABIl17ATION
F.05
SILT FENCE
F.07]STORM
.07
DRAIN
ECTION
INLET PROTTEMPOR
IP
3.09
DDT
D VERS ON DIKE
3.13
F
ST
SEDIMENT TRAP
F.18
OP
OUTLET
PROTECTION
TEMPORARY SEDIMENT TRAP PARAMETERS ST#1 I TEMPORARY SEDIMENT TRAP PARAMETERS ST#2 I TEMPORARY SEDIMENT TRAP PARAMETERS ST#3
Total Drainage Area= 0.57 acres
Total Drainage Area= 1.67 acres
Total Drainage Area= 1.74 acres
Total Storage Req= 76.38 cy
Total Storage Req= 223.66 cy
Total Storage Req= 233.16 cy
Minimum wet/dry Volume Req'd.
= 67 cy * 0.57 acres = 38.19 cy
Minimum wet/dry Volume Req'd.
= 67 cy * 1.67 acres = 111.83 cy
Minimum wet/dry Volume Req'd. =
67
cy * 1.74 acres = 166.58 cy
Total Storage Provided @ 444
= 149.40 cy
Total Storage Provided @ 438 =
243.30 cy
Total Storage Provided @ 438 = 250.2
cy
Sediment Trap Design Volumes
for Wet Storage
Sediment Trap Design Volumes
for Wet Storage
Sediment Trap Design Volumes for
Wet
Storage
Available Basin Volume Prov'd.
= 48.7 cy @ 440
Available Basin Volume Prov'd.
= 131.3 cy @ 436
Available Basin Volume Prov'd. = 133.3
cy @ 436
Bottom of wet storage: 436
Bottom of trap: 432
Bottom of trap: 432
Top of wet storage: 440
Top of wet storage: 436
Top of wet storage: 436
Side slope: 1:1
Side slope: 1:1
Side slope: 1:1
Depth:4 ft
Depth:4 ft
Depth:4 ft
Sediment Trap Design Volumes
for Dry Storage
Sediment Trap Design Volumes
for Dry Storage
Sediment Trap Design Volumes for
Dry
Storage
Available Basin Volume Prov'd.
= 100.7 cy @ 444
Available Basin Volume Prov'd.
= 112 cy @ 438
Available Basin Volume Provided =
117
cy @ 438
Bottom of dry storage/bottom
of stone weir: 440
Bottom of dry storage/bottom
of stone weir: 436
Bottom of dry storage/bottom of
stone
weir: 436
Top of dry storage:444
Top of dry storage:438
Top of dry storage:436
Side Slopes:2:1
Side Slopes:2:1
Side Slopes:2:1
Depth: 2 ft
Depth: 2 ft
Depth: 2 ft
Sed Trap Design Elevations:
Sed Trap Design Elevations:
Sed Trap Design Elevations:
Top of Berm/Weir = 445
Top of Berm/Weir = 439
Top of Berm/Weir = 439
Berm Width = 2.5 feet
Berm Width = 2.5 feet
Berm Width = 2.5 feet
30 0 30 60 90
SCALE: 1 "=30'
STEEP SLOPES (MANAGED)
STEEP SLOPES (PRESERVED)
BOUNDARY LINE INFORMATION
LINE
BEARING
DISTANCE
L I
N
81 °23'05"
E
26.04'
L2
S
29°9835"
E
27.36'
L3
N
71 °09'25"
E
27.84'
Bottom of Stone Weir (Bottom of Dry storage) = 440 Bottom of Stone Weir (Bottom of Dry storage) = 436 Bottom of Stone Weir (Bottom of Dry storage) = 436
F -.191 RIPIR RR Weir Length = 6 x area = 4.5 feet H = 3 ft Weir Length = 6 x area = 10 feet H = 3 ft Weir Length = 6 x area = 8 feet H = 3 ft
Weir Height = 2 foot Ho = 2 ft Weir Height = 2 foot Ho = 2 ft Weir Height = 3 foot Ho = 2 ft
F.31 TEMPORARY TS ---o-- W = 2.5 ft W = 2.5 ft W = 2.5 ft
PERMENANT
F.32 SEEDING
TREE PRESERVATION
F.38 AND PROTECTION
3.39 DUST CONTROL
/
*REFERENCE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (VESCH) _ _L _ _ i _ ---
FOR DETAILS REGARDING INDIVIDUAL -
CONTROL MEASURES.wo- \ ��a� \\\ P
_x _rP m_-Sf \\ C - 42 _--- /
-� p ®®-_x-X X BERM- RR - GRADING \
TP_tL - x X -_ TS �DC TP SF \`\\ \\`\ _ ACTIVITIES
��0� DRAINAGE AREA �
SPILL CONTAINMENT AREA // S DQ\`\\ \\_ ST-1 TO ST-1: 0.57 AC f`
11 STAGING
WASH RACK 8c / _ CONCENTRATED STORMWATER `
// � _, AREA \\ � �
EQUIPMENT/VEHICLE WASHING \ FLOW DIVERTED TO SEDIMENT
`\ \ TRAPS/BASIN USING DIVERSIONS
(TYPICAL WHERE SHOWN)-
X
x� TP TS \ CONCRETE WASH -OUT AREA
/ __x CONCRETE
di�dl X� X
-/X-� \\`\ SET-UP AREA FOR GRADING, PAVING &
LANDSCAPING OPERATIONS ` /
\\ / �� i // X LIMITS
// // I CLEARING &
FUEL STATION ,� / / / X DISTURBANCE
D U M P S TE R �s // / / // X - 40
EX' �� ' ° PORTA-POTTY _ / / ' I -�► ---- _ / / / X
00 ���.' /� �•� \\ / �\ \\ GRADING / \ �50 MU \ _
III � 1 \ �� t y �• �� � \ / \\ � ACTIVITIES \__-----'' / � �'\\ / PS
DCST-
� \-
\ �< DRAINAGE AREA TO SB-1., \
1.27 AC. (SEE SEDIMENT
DRAINAGE AREA
/ / / \ BASIN CALCULATIONS) / o
/
sv / I �� TO ST-3: 1.74 AC /' /' - \
52� -
�i DRAINAGE AREA \ - - -C
\ ° \ ioN I l ROPER / \ I - �' TO ST-2: 1.67 AC
G ��
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Aoj
32
\e`'"b�ZEN�� SB-1
�ZO\RYS\ / / ALL SLOPES GREATER
AN-(\ �1�` c \� \\ \� // �/ / /� THAN 3:1 MUST BE \ \ \ �\ \ ^40 - I / ' ��� \� \
/ STABILIZED WITH LOW
/ \ 2 1 �� \ \ \ \ �/ �� // MAINTENANCE VEGETATIVE \ \ \ \ / /F �/ ✓�
\ \\ \ \ l / \ / 2 \ \ \ GROUND COVER OTHER \ GRADING
\ \ \\� \ / \ \ \� o� \ \ \ - - - - / / / / / THAN GRASS \ \ \ - - \ \ / //� ' �/ OP#1 \ \
\ \\ \ \\�Ni� / \ \ \ \ o h� ACTIVITIES - / SF
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� � \ I � \ �-, \ \ \ � / � � / / / \ \ \ \ \ \ LIMITS OF DISTURBANCE I I I I \
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BOUNDARY LINE INFORMATION
LINE
BEARING
DISTANCE
L 1
N 81 °23'05" E
26.04'
L2
S 29' 18'35" E
27.36'
L3
N 71 °09'25" E
27.84'
> 1 \\ \\ / / \ \ \� 1 I / / / ► ( �
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-
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\ \\ \ \\\ \------------ - I , I / I OO
DRAINAGE AREA
4ig\ �Q \\ \ 1 \ \ I 1 I I I / / r / SPILL CONTAINMENT AREA
TOST-1:0.57AC
\\44� ---___ — \\\ \\ \\\ \ \ \ II I I I I II WASH RACK & 1 / STAGING \
\ \ di
EQUIPMENT/VEHICLE WASHING AREA
77
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— SET—UP AREA FOR GRADING, PAVING 8c \
LANDSCAPING OPERATIONS \)
/ I
FUEL STATION
EX. �P \\ \\ \\ �/ I 1 I / ' / /'' INE� C'� DUMPSTERk
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\ \ \ \ \ \ \ \ \ ZONING: NMD —' — — r,� , / / III 1 //,� / ( DRAINAGE AREA
TO ST-3: 1.74 AC
2/ \ \
\ \ \ \ \ \ \ . 18 ACRES ERE ��° s
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PURPOSE
4VAC50-60-54 of the Virginia Stormwater Management Program (VSMP) Permit
Regulations requires that Stormwater Pollution Prevention Plan (SWPPP) be developed
for all regulated land disturbing activities. The SWPPP must include, but not be limited
to, an approved erosion and sediment control plan, an approved stormwater
management plan, and this Pollution Prevention Plan (PPP) for regulated land
disturbingactivities and a description of an additional control measures necessary to
p Y rY
address a TMDL as applicable.
The plan for implementing pollution prevention measures during construction activities
developed on this sheet must be implemented and updated as necessary. Any PPP
requirements not included on this sheet must be incorporated into the SWPPP required
by 4VAC50-60-54 that must be developed before land disturbance commences. This
PPP identifies potential sources of pollutants that may reasonable be expected to affect
the quality stormwater discharges from the construction site (both on- and off -site
activities) and describes control measures that will be used to minimize pollutants in
stormwater discharges from the construction site.
OTHER REFERENCED PLANS
SWPPP requirements may be fulfilled by incorporating, by reference, other plans. All
P P Y
tans incorporated b reference become enforceable under the VSMP Permit
Regulations and General Permit VAR10 for Discharges of Stormwater from
Construction Activities. If a plan incorporated by reference does not contain all of the
required elements of the PPP, the operator must develop the missing elements and
include them in the SWPPP.
Independent Plans
Incorporated by Reference
Date
Approved
Stormwater Management Plans (Regional or Master)
Spill Prevention, Control, and Countermeasure Plans
Off -Site Stockpile
N/A
Off -Site Borrow Area
N/A
POTENTIAL POLLUTANT SOURCES
The following sources of potential pollutants must be addressed in the Pollution
Prevention Plan. Various controls and/or measures designed to prevent and/or
minimize pollutants in stormwater discharges from the project site must be applied to
the sources found on the site. Additional information concerning the following controls
and/or measures may be found in the SWPPP. Deviations from the location criteria
may be approved by the Albemarle County Inspector.
LEAKS, SPILLS, AND OTHER RELEASES
✓ The operator(s) shall ensure procedures are in place to prevent and respond to all
leaks, spills and other releases of pollutants.
✓ The operator(s) shall ensure all leaks, spills and other releases of pollutant are
contained and cleaned immediately upon discovery. Any contaminated materials
are to be disposed in accordance with federal, state, and/or local requirements.
✓ The operator(s) shall ensure spill containment kits containing appropriate materials
(e.g., absorbent material and pads, brooms, gloves, sand, etc.) are available at
appropriate locations, including, but not limited to: designated areas for vehicle and
equipment maintenance; vehicle and equipment fueling; storage and disposal of
construction materials, products, and waste; and storage and disposal of hazardous
and toxic materials; and sanitary waste facilities.
✓ The locations of the spill containment kits are identified as described below:
Date
Shown on
Plan Sheet
#s
Location
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan Sheet
#(s)
Location
Operator(s)
Initials
✓ The operator(s) shall notify the Department of Environmental Quality of leaks, spills,
and other releases that discharge to or have the potential to discharge to surface
waters immediately upon discovery of the discharge but in no case later than 24
after the discovery.
✓ The operator(s) shall notify the Department of Environmental Quality (DEQ) of leaks,
spills, and other releases that discharge to or have the potential to discharge to
surface waters immediately upon discovery of the discharge but in no case later than
24 after the discovery. Written notice of the discharge must be sent to DEQ and
Henrico County Department of Public Works within five (5) days of the discovery.
Virginia Department of Environmental
Quality
NEED ADDRESS
(804) 786-3998 (phone)
(804) 786-1798 (fax)
(800) 468-8892 (outside normal working
hours)
Albemarle County
Community Development
Engineering Department
401 McIntire Road
Charlottesville, VA 22901
(434) 296-5832
EQUIPMENT I VEHICLE WASHING
✓ Washing must be conducted in a dedicated area that is located to maximize the
distance from storm drain inlets, ditches, waterbodies or wetlands but no less than
50 feet from those features.
✓ All wash water used in vehicle wheel washing must be directed to a sediment
basin/trap.
✓ All vehicle washing activities other than wheel washing must have secondary
containment.
✓ Each facility must have appropriate signage to inform users where the dedicated
area(s) are located.
Location of
Shown on
Water Source
Activity
Dedicated Area(s)
Plan
Location
Sheet #(s)
Wheel Wash
Other Wash
Areas
REVISIONS TO LOCATIONS
Shown on
Activity
Location of
Plan
Water Source
Operator's
Dedicated Area(s)
Sheet #(s)
Location
Initials
VEHICLE FUELING AND MAINTENANCE
✓ Conduct regular maintenance in a dedicated area that is located to maximize the
distance from storm drain inlets, ditches, waterbodies or wetlands but no less than STAPLES
(2 PER BALE) 50 feet from those features. 10 MIL. PLASTIC LINING STRAW BALE (TYP.)
✓ WOOD OR METAL STAKES NATIVE MATERIAL (OPT.)
If fueling is conducted at a dedicated area, the location must be located to (2 PER BALE) BINDING WIRE
maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but
no less than 50 feet from those features. -11 IIICIII=IIICIIICIIICIIICIIICIIICIIICIII 11=
✓ The dedicated areas must be designed to eliminate the discharge of spilled and il-il-lil-lll-lil-lil-lil-Ill-lil-lil-lil-li-ll
g g P. SECTION A -A'
leaked fuels and chemicals from vehicle fueling and maintenance activities by NOT TO SCALE
providing secondary containment (spill berms decks spill containment pallets, P 9 Y (P P P 10' MIN.
providing cover appropriate, and havin sill kits readily available).
STAKE TYP.
P 99 P Y ) . . .
✓ Each facility must have appropriate signage to inform users where the dedicated
area(s) are located. A'
Date
Shown on
Plan
Sheet #(s)
Location of Dedicated Area(s)
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan
Sheet #(s)
Location of Dedicated Area(s)
Operator's
Initials
✓ If mobile fueling will be used, the fueling must be done in an area that located to
maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but
no less than 50 feet from those features.
✓ Spill kits must be readily available at all mobile fueling locations.
✓ On -site storage tanks must have a means of secondary containment (spill berms,
decks, spill containment pallets, etc.) and must be covered where appropriate.
✓ All vehicles on site must be monitored for leaks and receive regular preventive
maintenance to reduce the chance of leakage.
DISCHARGE FROM STORAGE. HANDLING. AND DISPOSAL
OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTE
✓ Storage of construction products, materials, and waste is to be conducted in
dedicated areas.
✓ The dedicated area must be located to maximize the distance from storm drain
inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features.
Separations of less than 50 feet may be approved by the Environmental Inspector.
✓ The dedicated areas must be designed to 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, 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
products..
✓ Each facility must have appropriate signage to inform users where the dedicated
area(s) are located.
Date
Shown on
Plan Sheet
Location(s) of Dedicated Area(s) for storage of construction
#s
products and materials
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan Sheet
Location(s) of Dedicated Area(s) for storage
Operator(s)
#(s)
of construction products and materials
Initials
Shown on
Location(s) of Dedicated Area(s) for waste from
Date
Plan Sheet
construction products and materials
#(s)
Ap proved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan Sheet
Location(s) of Dedicated Area(s) for waste
Operator(s)
# S
from construction products and materials
Initials
✓ Follow all federal, state, and local requirements that apply to the use, handling and
disposal of pesticides, herbicides, and fertilizers.
✓ Keep chemicals on -site in small quantities and in closed, well marked containers.
✓ Clean up solid waste, including building materials, garbage, and debris on a daily
basis and deposit into covered dumpsters that are periodically emptied.
✓ Schedule waste collection to prevent exceeding the capacity of onsite containers.
Additional containers may be necessary depending on the phase of construction
(e.g., demolition, etc.)
✓ Dispose of all solid waste at an authorized disposal site.
✓ Ensure that containers have lids or are otherwise protected from exposure to
precipitation.
DISCHARGES FROM OTHER POTENTIAL POLLUTANT
SOURCES
✓ Discharges from other pollutant sources (e.g., water line flushing, storm sewer
flushing, above ground storage tanks, etc.) not mentioned elsewhere must be
addressed.
Other Potential Pollutant Sources I Location(s) of Potential Pollutant Sources 1
✓ Above ground oil storage tanks with a storage capacity exceeding 1,320 gallons and
have a reasonable expectation of a discharge into or upon Waters of the United
States are required to have a Spill Prevention Control and Countermeasure (SPCC)
Plan.
✓ The discharge of contaminated flush water and material removed during flushing
operations must be collected and disposed of in accordance with appropriate
federal, state, and local requirements.
VARIE
10 MIL. PLASTIC L
3'
SECTION A -A'
LATH AND FLAGGING
NOT TO SCALE
ON 3 SIDES
F� VARIES -
o o o C
O Q O
10' MIN O O
Io 0
CJ CJ CJ CJ C
TH AND FLAGGING 3 SIDES DISCHARGES OF SOAPS, DETERGENTS, SOLVENTS, AND
WASH WATER FROM CONSTRUCTION ACTIVITIES SUCH AS
CLEANUP OF STUCCO, PAINT, FORM RELEASE OILS, AND
CURING COMPOUNDS
✓ Washing activities associated with construction activities other than vehicle and
equipment washing, such as clean up of stucco, paint, form release oils, and curing
compounds are to be conducted in a dedicated area.
G )
TYP. The dedicated area must be located to maximize the distance from storm drain
(
inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features.
Separations of less than 50 feet may be approved by the Environmental Inspector.
OF BERM ✓ The dedicated areas must be designed to prevent the discharge of soaps,
detergents, solvents, and wash water.
10 MIL. PLASTIC LINING) LJ LJ U U U UPLAN STRAW BALE (TYP.) 10 MIL. PLASTIC LINING BOTTOM OF BERM
NOT TO SCALE PLAN
NOT TO SCALE
CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA
ABOVE —GRADE CONTAINMENT AREA W/ STRAW BALES BELOW —GRADE CONTAINMENT AREA
PRESSURIZED WATER
OR / SOURCE (CONTINGENT UPON PROVIDE DRAINAGE AWAY
OP / WATER MAIN INSTALLATION) FROM THE WASH RACK
TO A
t�� / + ,I SEDIMENT -TRAPPING
DEVICE.
KEEP A BROOM AND SHOVEL
CLOSE TO THE RACK TO
CLEAN THE STREET.
A \
WASH RACK
IT IS ADVISABLE TO PROVIDE A
SEPARATE ENTRANCE TO LIMIT
A
TRAFFIC ACROSS THE RACK AND
\�J **THE FOLLOWING IS AN EXAMPLE OF AN
REDUCE WEAR AND MAINTENANCE.
ACCEPTABLE WASH RACK. OTHER APPROVED
METHODS MAY BE UTILIZED.
ONE SECTION OF REINFORCED CONCRETE
CATTLEGUARD
3" WASHED STONE UNDER & BETWEEN
SLATS TO DRAIN WATER AND SEDIM T
THE LOCATION MUST SLOPE AWAY
AWAY FROM THE RACK
FROM THE STREET OR STEPS MUST
�°
q
BE TAKEN (GRADING, DIVERSIONS,
_
ETC.) TO PREVENT RUNOFF FLOWINGB°�9P
INTO THE STREET.
FOUNDATION OF
8"
o o °
°o ° o ° °o °" o°
COMPACTED CRUSH
AND
° o
RUN STONE
GEOTEXTILE 11 SECTION 'A -A'
FABRIC
WASH RACK
SEDIMENT CONTAINMENT AREA
SOLID WASTE COLLECTION CONTAINMENT AREA
SILT FENCE ',oT TC SCALE
LOCATE ON
DOWNHILL SIDE
OF SOLID WASTE
COLLECTION
AREA
VEHICLE TRACKING
CONTROL
WM9f
(GRAVEL. PAVEMENT C
OTHER STABLE SURFACE)
DUMPSTER OR SOLID
WASTE CONTAINER
FUELING AREA
BELOW —GRADE CONTAINMENT AREA
10 MIL. PLASTIC L
3'
if
12" HIGH DIVERSION BERM
ON 3 DOWNHILL SIDES
EC
0
VARIES 0
0
10 MIL. PLASTIC LININ
SECTION A -A'
NOT TO SCALE
VARIES
a SANDBAG (TYP.)
0 0
Q
0 0
'BOTTOM OF BERM
TOP OF BERM
PAVED FUELING AREA
REA
DISCHARGES FROM CONCRETE RELATED
WASH ACTIVITIES
SILT FENCE
LOCATE ON
DOWNHILL SIDE
OF PORTABLE
TOILET
10'
STD.
PORTABLE
TOILET
✓ Concrete trucks are not allowed to wash out or discharge surplus concrete or drum
wash water on site except in a dedicated area(s) that is located to prevent
discharge to storm drain inlets, ditches, waterbodies or wetlands but no less than 50
feet from those features.
✓ Each facility must have a stabilized access to prevent mud tracking into the street.
✓ Each facility must have appropriate signage to inform users where the dedicated
area(s) are located.
Date
Shown on
Plan
Sheet #(s)
Location of Dedicated Area(s)
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown
an on
Sheet #(s)
Location of Dedicated Area(s)
Operator's
Initials
✓ Facilities must be cleaned, or new facilities constructed, once the washout area is
two-thirds (2/3) full.
Date
Shown on
Plan
Sheet #(s)
Location(s) of Dedicated Area(s)
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan
Sheet #(s)Initials
Location(s) of Dedicated Area(s)
Operator(s)
✓ The dedicated area must be covered (e.g., plastic sheeting, temporary roof, etc.) to
prevent contact with stormwater.
✓ The contaminated wastewater from the dedicated area must be collected for
disposal by a waste hauler or discharged to the sanitary sewer.
✓ In situations where these pollutants are or could be generated at locations other than
at the designated area (e.g., concrete pours, building washing, etc.), cover (e.g.,
plastic sheeting, temporary roof, etc.) must be provided to prevent contact with
stormwater and the contaminated wastewater from the activity must be collected for
disposal by a waste hauler or discharged to the sanitary sewer.
DISCHARGES OF HAZARDOUS, TOXIC,
AND SANITARY WASTE
✓ Storage and disposal of hazardous, toxic and sanitary wastes are to be conducted in
dedicated areas.
✓ The dedicated areas must be located to maximize the distance from storm drain
inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features.
Separations of less than 50 feet may be approved by the Environmental Inspector.
✓ The dedicated areas must be designed to prevent the discharge of hazardous, toxic
and sanitary waste by avoiding contact with precipitation
✓ Each facility must have appropriate signage to inform users where the dedicated
area(s) are located.
Shown on
Date
Plan
Location(s) of Dedicated Area(s) for storage and disposal of
Sheet #(s)
hazardous and toxic wastes
Approved
Plan
REVISIONS TO LOCATIONS
Shown on
Location(s) of Dedicated Area(s) for storage
Operator(s)
Date
Plan
and disposal of hazardous and toxic wastes
Initials
Sheet #(s)
Date
Shown on
Plan
Sheet #(s)
Location(s) of Dedicated Area(s) for portable toilets
Approved
Plan
REVISIONS TO LOCATIONS
Date
Shown on
Plan
Sheet #(s)
Location(s) of Dedicated Area(s) for portable
toilets
Operator(s)
Initials
✓ Consult with local waste management authorities or private firms about the
requirements for disposing of hazardous materials and/or soils that may be
contaminated with hazardous materials.
✓ Never remove the original product label from the container. Follow the
manufacturer's recommended method of disposal.
✓ Schedule periodic pumping of portable toilets and dispose of waste
✓ Dispose of all solid waste at an authorized disposal site.
SWPPP MODIFICATIONS AND REVISIONS
The operator(s) shall ensure the SWPPP is modified and/or revised to reflect:
✓ Changes in qualified personnel; delegated authorities or other personnel required as
a condition of the General Construction Permit;
✓ Changes in site conditions;
✓ Changes in the design, construction, operation, or maintenance of the construction
site that affect the potential for discharges of pollutants that are not addressed in the
normal implementation of the plan; and
✓ Ineffective control measures identified during inspections or investigations
conducted by the operator's qualified personnel or local, state or federal officials.
Modifications/revisions to the SWPPP shall include additional or modified control
measures to address the identified deficiencies.
If the necessary modifications/revisions require approval by the Administrator or DEQ,
the modifications/revisions must be implemented no later than seven (7) calendar days
following approval.
If the necessary modifications/revisions do not require approval by the Administrator,
the modifications/revisions must be implemented prior to the next anticipated storm
event or as soon as practicable.
SWPPP UPDATES
The operator(s) shall update the SWPPP to include:
✓ 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;
✓ Documentation of modifications and revisions to the SWPPP;
✓ Areas that have reached final stabilization where no further SWPPP or inspection
requirements apply;
All that are no longer under the legal control of the operator and the dates
properties g 9 P
on which the operator no longer had legal control over each property; and
✓ The date, volume, and corrective/preventative actions implemented for any
prohibited discharge.
The operator(s) shall update the SWPPP no later than seven (7) days following any of
the situations identified above.
OPERATOR INSPECTIONS
The operator(s) identified below shall provide for inspections of the permitted land -
disturbing activities by the qualified personnel identified below. The inspections will be
conducted (select one the following options):
❑ at least once every four (4) business days; or
❑ at least once every five (5) business days and no later than 48 hours following
any measurable storm event.
Where areas are in a stabilized condition or runoff is unlikely due to winter conditions,
the inspection frequency may be reduced to once every 30 days while these conditions
exist. Otherwise, the operator(s) shall resume the regular inspection frequency
identified above.
The operator(s) shall provide for inspections of the permitted land -disturbing activity to
ensure implementation and continued maintenance of all requirements of the
Stormwater Pollution Prevention Plan (Erosion and Sediment Control Plan, Stormwater
Management Plan, Pollution Prevention Plan, TMDL requirements, etc.).
Records of the required inspections must be maintained and included in the SWPPP
binder. The qualified personnel are encouraged to use the Operator Inspection form
provided in the SWPPP binder to document the required inspections. If inspections are
conducted once every five (5) business days and no later than 48 hours following any
measureable storm event, the location of the rain gauge used to determine the amount
of rain must be included in the SWPPP and documented in the inspection report.
ACKNOWLEDGEMENTS
I certify under penalty of law that the qualified personnel identified below:
a. has been designated by the Operator to conduct inspections of the
permitted site;
b. is knowledgeable in the principles and practices of erosion and
sediment control and stormwater management;
C. possesses the skills to assess conditions at the permitted site for the
Operator(s) that could impact stormwater quality and quantity;
d. will assess the effectiveness of any erosion and sediment control
measures or stormwater management facilities selected to control the
stormwater discharges from the permitted site; and
e. will conduct inspections in accordance with the frequency noted above
in the OPERATOR INSPECTIONS section of this sheet.
QUALIFIED PERSONNEL
Name (print)
Phone
Additional information is located in Tab 6 of the SWPPP Binder.
As the Operator(s) or Delegated Authority, I/we understand that prior to initiating land
disturbance, the potential pollutant sources, appropriate control measures, and all
responsible parties (operator, qualified inspection personnel, contractors, etc.) required
as a condition of the General Construction Permit (GCP) and the Stormwater Pollution
Prevention Plan (SWPPP) must be identified. I also understand this information must
be updated as necessary throughout all phases of construction until the GCP is
terminated.
Furthermore,
I/we certify under penalty of law that I/we have read and understand all requirements of
the SWPPP (erosion and sediment control plan, stormwater management plan, pollution
prevention plan, TMDL provisions, administrative requirements, etc.) and GCP and that
the information herein 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 or imprisonment for knowing violations.
I/we understand that I/we are ultimately responsible for compliance with all conditions
and requirements of the SWPPP and GCP and for ensuring all contractors and
subcontractors on the permitted site are aware of the conditions and requirements of
the SWPPP and GCP.
I/we shall comply with all conditions and requirements of the SWPPP and shall at all
times properly operate and maintain all measures and control (and related
appurtenances) which are installed or used to achieve compliance with the conditions of
the GCP. Proper opration and maintenance also includes adequate funding and
adequate staffing.
I/we shall take all reasonable steps to minimize or prevent any discharge in violation of
the SWPPP and/or GCP.
I/we understand that if it determined by the Department of Environmental Quality (DEQ)
in consultation with the State Water Control Board at any time that stormwater
discharges are causing, have reasonable potential to cause, or contribute to and
excursion above any applicable water quality standard, the DEQ may, in consultation
with the Administrator, take appropriate enforcement action and require:
a. Modification of control measures to adequately address water quality
concerns;
b. Submission of 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. Cessation of discharges of pollutants from construction activity and submit an
individual permit application according to 4VAC25-870-410.
OPERATOR(S) / DELEGATED AUTHORITY
Name(print)
Signature
Date
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Jimmy L. Taggart
Lic. No.
22841 ��
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DATE:
06-11-2020
SCALE:
NA
JOB:
8438
SHEET: OF 8