HomeMy WebLinkAboutWPO201500038 Plan - Stormwater 2015-06-22_ -,- COUNTY OF ALBEMARLE
`w Department of Community Development
-a� 401 McIntire Road, North Wing
o L; Charlottesville, Virginia 22902 -4596
�• .- -; ' Tel. (434) 296 -5832 • Fax (434) 9724126
Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Project Name.. Dunlora V
Address: 965 Rio Road E
Charlottesville, VA 22903
Prepared by:
Timmons Group
9192 nd Street SE
Charlottesville, VA 22902
434.295.5624
Prepared for:
Milestone Partners
300 2nd St NE
Charlottesville, VA 22902
Contact: Mr. L.J. Lopez
434.245.5803
SWPPP Preparation Date: June 22, 2015
(This document is to be made publicly available according to 9VAC25- 880 -70, Part II, section D)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
CONTENTS: (from Albemarle County Code Sec. 17 -405)
1. Registration statement
2. Notice of general permit coverage
3. Nature of activity
4. Erosion and Sediment Control Plan.
5. Stormwater Management Plan
6. Pollution Prevention Plan.
7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
8. Qualified personnel
9. Signed Certification
10. Delegation of authority.
11. General permit copy
12. Inspection logs
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 1. Registration statement
(Provide a signed completed copy of the DEQ registration statement)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Registration Statement
General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
(Please Type or Print All Information)
1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item #12 must be
signed by the appropriate person associated with this operator.)
Name: Miltestone Partners
2
3
4.
5.
6.
7.
8.
9.
Contact: L.J. Lopez
Mailing Address: 300 2nd St NE
City: Charlottesville State: VA Zip- 22902
Email address (if avallable): Ilopez @milestonepartners.co
Indicate if DEQ may transmit general permit correspondence electronically: Yes F
Existing General Permit Registration Number (for renewals only):
Name and Location of the Construction Activity:
Name: Dunlora V
Address (if available): 965 Rio Rd E
(-it • Charlottesville
State: VA
Rhone: 434.245.5803
No ❑
County (if not located within a City): Albemarle County
Latitude (decimal degrees): Longitude (decimal degrees): - 78.4....
38.063274 78.461575
Name and Location of all Off -site Support Activities to be covered under the general permit:
Name:
Address (if available):
Zip: 22903
Zip: ...
County (if not located within a City):
Latitude (decimal degrees): Longitude (decimal degrees):
Status of the Construction Activity (check only one): Federal ❑ State ❑ Public ❑ Private ❑■
Nature of the Construction Activity (e.g., commercial, industrial, residential, agricultural, oil and gas, etc.):
Residential
Name of the Receiving Water(s) and Hydrologic Unit Code (HUC):
Name: Rivanna Name:
HUC: 02080204 HUC:
If the discharge is through a Municipal Separate Storm Sewer System (MS4), the name of the MS4 operator:
County of Albemarle
Estimated Project Start and Completion Date:
Start Date (mm /dd /yyyy): 04/01/2016 Completion Date (mm /dd /yyyy): 04/01/2017
Total Land Area of Development to the nearest one - hundredth acre): 4 -92 Acres
Estimated Area to be Disturbed (to the nearest one - hundredth acre): 3.87 Acres
10. Is the area to be disturbed part of a larger common plan of development or sale? Yes ❑ No ❑■
11. A stormwater pollution prevention plan ( SWPPP) must be prepared in accordance with the requirements of the General
VPDES Permit for Discharges of Stormwater from Construction Activities rip or to submitting this Registration Statement.
By signing this Registration Statement the operator is certifying that the SWPPP has been prepared.
12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document
and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and
evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true,
accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of
fine and imprisonment for knowing violations."
Printed Name: Title:
Signature: _ _ _ . Date:.
(Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in
Item #1.)
07/2014 Page 1 of 1
Instructions for Completing the Registration Statement
General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
GENERAL
A. Coverage Under this General Permit.
Any operator applying for coverage under this general permit who is
required to submit a Registration Statement (see Section B below)
must submit a complete Registration Statement to the Department.
The Registration Statement serves as a Notice of Intent for coverage
under the General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10).
B. Single-family Detached Residential Structures.
Operators with an existing stormwater discharge or proposing a new
stormwater discharge associated with the construction of a single -
family detached residential structure are not required to submit a
Registration Statement or the Department of Environmental Quality
(DEQ) portion of the general permit fee.
Operators of these types of discharges are authorized to discharge
under this general permit immediately upon the general permit's
effective date of July 1, 2014.
C. To Apply for Permit Coverage.
1. New Construction Activities. Any operator proposing a new
stormwater discharge from construction activities shall submit a
complete Registration Statement to the Department prior to the
commencement of land disturbance, unless exempted by Section B
above. Any operator proposing a new stormwater discharge from
construction activities in response to a public emergency where the
related work requires immediate authorization to avoid imminent
endangerment to human health or the environment is immediately
authorized to discharge under this general permit and must submit a
complete Registration Statement to the Department no later than 30
days after commencing land disturbance; documentation to
substantiate the occurrence of the public emergency must
accompany the Registration Statement.
2. Existing Construction Activities. Any operator that was
authorized to discharge under the general permit issued in 2009,
and who intends to continue coverage under this general permit,
shall submit a complete Registration Statement to the Department
on or before June 1, 2014, unless exempted by Section B above.
D. Where to Submit Registration Statements.
All Registration Statements should be submitted to:
Department of Environmental Quality
Office of Stormwater Management, 10"' Floor
P.O. Box 1105
Richmond, VA 23218
LINE -BY -LINE INSTRUCTIONS
Item 1: Construction Activity Operator Information.
"Operator" means the owner or operator of any facility or activity
subject to the Stormwater Management Act and regulations. In the
context of stormwater associated with a large or small construction
activity, operator means any person associated with a construction
project that meets either of the following two criteria: (i) the person has
direct operational control over construction plans and specifications,
including the ability to make modifications to those plans and
specifications or (ii) the person has day -to -day operational control of
those activities at a project that are necessary to ensure compliance
with a stormwater pollution prevention plan for the site or other state
permit or VSMP authority permit conditions (i.e., they are authorized to
direct workers at a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit
conditions).
The entities that are considered operators will commonly consist of the
owner or developer of a project (the party with control of project plans
and specifications) or the general contractor (the party with day to day
operational control of the activities at the project site which are
necessary to ensure compliance with the general permit).
Provide the legal name (do not use a colloquial name), contact, mailing
address, telephone number, and email address (if available) of the
construction activity operator; general permit coverage will be issued to
this operator. Indicate if the Department may transmit general permit
correspondence electronically.
Item 2: Existing General Permit Registration Number.
For reapplications only, provide the existing general permit registration
number for the construction activity. This item does not need to be
completed for new construction activities applying for general permit
coverage.
Item 3: Name and Location of the Construction Activity
Information.
Provide the official name, street address (if available), city or county (if
not located within a City) of the construction activity. Also, provide the
latitude and longitude in decimal degrees of the approximate center of
the construction activity (e.g., N 37.5000, W 77.5000).
Name and Location of Off -site Support Activity Information
This general permit also authorizes stormwater discharges from
support activities (e.g., concrete or asphalt batch plants, equipment
staging yards, material storage areas, excavated material disposal
areas, borrow areas) located on -site or off -site provided that (i) the
support activity is directly related to a construction activity that is
required to have general permit coverage; (ii) the support activity is not
a commercial operation, nor does it serve multiple unrelated
construction activities by different operators; (iii) the support activity
does not operate beyond the completion of the construction activity it
supports; (iv) the support activity is identified in the registration
statement at the time of general permit coverage; (v) appropriate
control measures are identified in a SWPPP and implemented to
address the discharges from the support activity areas; and (vi) all
applicable state, federal, and local approvals are obtained for the
support activity.
Provide the official name, street address (if available), City and County
(if not located within a City) of all off -site support activities to be
covered under this general permit. Also, provide the latitude and
longitude in decimal degrees of the approximate center of the off -site
support activities (e.g., N 37.5000, W 77.5000). Also, if an off -site
support activity is going to be covered under this general permit the
total land area of the off -site support activity and the estimated area to
be disturbed by the off -site support activity need to be included in Item
#9.
Item 4: Status of the Construction Activity.
Indicate the appropriate status (Federal, State, Public, or Private) of
the construction activity.
Item 5: Nature of the Construction Activity.
Provide a brief description of the construction activity, such as
commercial, residential, agricultural, oil and gas, etc. This list is not all
inclusive.
Item 6: Receiving Waters(s) and HUC Information.
Provide the name of the receiving water(s) and corresponding HUC for
all stormwater discharges including any stormwater discharges from
off -site support activities to be covered under this general permit.
Hydrologic Unit Code or HUC is a watershed unit established in the
most recent version of Virginia's 61h order national watershed boundary
dataset.
07/2014 Page 1 of 2
Item 7: MS4 Information.
If stonnwater is discharged through a municipal separate storm sewer
system (MS4), provide the name of the MS4 operator. The name of the
MS4 operator is generally the Town, City, County, Institute or Federal
facility where the construction activity is located.
Item 8: Construction Activity Start and Completion Date
Information.
Provide the estimated start date (month /day /year) of the construction
activity. Provide the estimated completion date (month /day /year) of
the construction activity.
Item 9: Construction Activity Area Information.
Provide the total area (to the nearest one- hundredth acre) of the
development (i e.., the total acreage of the larger common plan of
development or sale). Include the total acreage of any off -site support
activity to be covered under this general permit.
Provide the estimated area (to the nearest one - hundredth acre) to be
disturbed by the construction activity. Include the estimated area of
land disturbance that will occur at any off -site support activity to be
covered under this general permit.
Item 10: Common Plan of Development or Sale Information.
Indicate if the area to be disturbed by the construction activity is part of
a larger common plan of development or sale. Larger common plan of
development or sale is defined as a contiguous area where separate
and distinct construction may be taking place at different times on
different schedules. Plan is broadly defined as any announcement or
documentation, including a sign, public notice or hearing, sales pitch,
advertisement, drawing, permit application, zoning request, etc., or
physical demarcation such as boundary signs, lot stakes, or surveyor
markings indicating that construction activities may occur.
Item 11: Stormwater Pollution Prevention Plan ( SWPPP).
A Stormwater Pollution Prevention Plan ( SWPPP) must be prepared in
accordance with the requirements of the General VPDES Permit for
Discharges of Stormwater from Construction Activities (VAR10) prior to
submitting this Registration Statement. By signing this Registration
Statement the operator is certifying that the SWPPP has been
prepared.
Item 12: Certification.
A properly authorized individual associated with the operator identified
in Item 1 of the Registration Statement is responsible for certifying and
signing the Registration Statement. Please sign the Registration
Statement in INK.
State statutes provide for severe penalties for submitting false
information on the Registration Statement. State regulations require
that the Registration Statement be signed as follows:
a. For a corporation: by a responsible corporate officer. For the
purpose of this part, a responsible corporate officer means:
(i) A president, secretary, treasurer, or vice - president of the
corporation in charge of a principal business function, or any other
person who performs similar policy- making or decision - making
functions for the corporation, or
(ii) the manager of one or more manufacturing, production, or
operating facilities, provided the manager is authorized to make
management decisions that govern the operation of the regulated
facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing
other comprehensive measures to assure long -term compliance
with environmental laws and regulations; the manager can ensure
that the necessary systems are established or actions taken to
gather complete and accurate information for permit application
requirements; and where authority to sign documents has been
assigned or delegated to the manager in accordance with
corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or
the proprietor, respectively.
c. For a municipality, state, federal, or other public agency: by either
a principal executive officer or ranking elected official. For purposes
of this part, a principal executive officer of a public agency includes:
(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.
07/2014 Page 2 of 2
Section 2. Notice of general permit coverage
(This notice is to be posted near the main entrance according to 9VAC25- 880 -70, Part II, section C.)
(Provide a copy of the DEQ coverage letter when obtained)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 3. Nature of activity
(Provide a detailed narrative of the construction activities. Include or reference a construction schedule
and sequence. Include any phasing.)
This project is a residential development that includes the addition of 20 single family lots with
associated roads, sidewalks and utilities. Limits of clearing and grading are 3.87 acres.
These improvements are being made within the property boundary. The property is bounded by
Rio Rd to the south, Shepherds Ridge Rd to the north, Dunlora Dr. to the east, and a residential property
to the west.
All construction shall take place in accordance with the Erosion and Sediment Control Sequence
of Installation on plan sheet C3.0. Estimated construction dates are as indicated on the Registration
Statement.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 4. Erosion and Sediment Control Plan.
(Provide a reduced, 11 x 17 copy of the latest Erosion and Sediment Control Plan. Do not reference
only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
EROSION AND SEDIMENT CONTROL NARR.4TR,
PR^
L,JE': DESCRIPTION
. CR PTIOh
TH I_ PROJECT 15 A RESIDENTIAL DEVELOPMENT
?HAT INCLUDES THE ADDITION OF' Y �'
20 SINGLE RE 3, LOTS
ACREASSOCIATES ROADS, SIDEWALKS AND UTILITIES. L1M1T5 OF CLEARING AND GRADING ARE 3,B'
ACRES,
AD;'ACENT PROPERTY
THESE IMPROVEME•V75 ARE BEING MADE WI- H IN THE PROPERTY BOUNDARY. THE PROPERTY 15 BOUNDED BY
RO
RIO AD ON SOUTH, SHEPHERDS RIDGE ROAD TO THE NORTH, DUNLORA DRIVE TO THE EC•ST AND A
RESIDENTAL PROPERTY TO THE WEST.
EXISTING SITE CONDITIONS
THE SITE 15 CURRENTLY A'WOODED RESIDENTIAL PROPERTY Wl TH "WO HOUSES AND ASSOCIATED SITE
FF,ATURES
OFF' -SEFE AREAS
A. NEV, ENTRANCE ROAD WILL BE CONNECTED TO SHEPHERDS RIDGE ROAD,
CRITICAL EROSION AREAS
PROPOSED SLOPES STEEPER THAN ' 3'1 WHLL BE STABILIZED WITH BLANKET MATTING AS SHOWN ON THE
PHASE 1T ESC PLAN.
.A am &ND .L7iRNA.lCE9TE' Y}MNO
ICO rT CLl1YiA01�HERSIPR7ES
4E AND 511141L9LRG E$051W1 NiD OIFpRf1 CONTROL
LL
CONSTRIACTEO ARP WLAIN7AHiT', PC'CORDIW TO 1AINLF1i}M MANIOAAM AND
SrESiFTCATlDE5 OF Tw CLJgREMT AD01TI0M Or THE YLRGEEUA ERT1$ION AHD SE.DBSENY CO11TROL,
ITA6p$DDEI, THE MINIMUM] STANDARDS Of THT' VFStt? SHALL OE ACHIEPR6 TO iML1`S$ OIIIEFRk156 VIA IVED
EX 0PR0411 P A VAR IMAGE BY f OCAJ AOTMUJJTT IE51,,AvTvG AgISDICTNIH.
SORMW:A T CR RUNOFF CONSIDERATI ONE
OVA. ER QU.AL!TY CREDITS WILL BE PURCHASED OFF SITE WHILE FILM ATTENUATION' WILL BE ACHIEVE'
THROUGH AND 'UNDERGROUND DETENTION SYSTEM.
ST .1vRTEk RivFpF_F 9L9YbE0FAAT10Y5
ALL 11 MM�.CQHTRDE. MEASURES MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCF AND
THt4:phSTRDC•F10N 1K kWINC THE 1NSPEC7710% OF AL; MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
L• R�iE 1 hT •- kOi A. TENT PDRARY CONSTRUCTION ENTRANCE SHALL BE
FRpYIDEDATT1fELbCA%;lh CA�Ep TW THE PLAIJC, I TS IMPERATIVE THATTHHS MEASURE BE
ITAIRTAM MlNuY,IOHOUT CO!SSTRk)CT, EON, M PURPOSE IS TO REDUCE THE AMOUNT OF MU1,
TIIARTPDRTRD ORTp 01450 ITIDLLCRbADG'81 MOTOR VEHICLES OR RUNOFF.
2, 5�1 T_ �� J1AY—ll°l.. 3M STLT FENCE SEDIMENT SWIM SMALL BE iNSTA'_LED DOWNS! PE OF
AREAS WITw MINDIA, URCADES TO FILTER SEDTHEAT•LAOER Rtl 00 FROM SHEET FLOW AS iNDICAT'EC.
1T.S o.IR P05f I5 r0 JHTE710ERvr LILL AMOJNTSQF 5EOTP&T Rum D157URBED ARE AND PREVENT
5EU -RE Ni'FROAT LEAOIHx THE 5ITE,
3 STORY DRAD; j,NIET PROFI CT10h - 3.0- STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL
RIN�STRI)VVIlES AS 1FRSICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM
EINICAIDG THE ST(RIR' ORAIVAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
+. CUiYEA71RLET 4RCI Ei- M% • 3.05 A SED1h1E,N'T' F[LTOR LCXATED AT TIIY T}AET 70A, CULVERT TO
PREV£'r. L11'4FS :'LCIM EIMAING THE SN'STEM PRIOR TO PEDIANEPR STADILILZATION,
5. DYIRRRD% DICE -3.05 A YwPURARY RIDGE OF COMPAC:TEU S01L.70 ¢]!MEET INA7ER FROM A CERTAI'!
AREA.
S. )LFtlIV�NI TPA- • 3 L'f A TFAIHG!W'* BARRIER OR DAM WITH A. CONTROLLED STORh11'PATER RELEASE TO
bETA1N 5EDIhIFM;A Ni�V. pFF F90f,; DISTURBED AREAS 1 %'WE7 AND 'DRY' STORAGE LONG ENOUGH
FOR TIQ: IAA1L^.MIT1' Of i 0 SETTLE OUT.
Gi MAINTENANCE Or- SEDU.IENTTRAP- INSPECT, TRAP EIABANKMENT WEEKLY 70 ENSURE 17 IS
STgOCIL1RALl7'.y0uh4 APED VRSHC17 BEEF: AAVA,r,CO BNa11G c&;v F.zIIM AG•D1Tr"
Aj7DTiTpyALLY T:q 7R ;P c,.i_L BE �p�p AT-TCR FVE:Iy:iAGS ALL {yEyT 1)VCE T,� yEOLSyENT HAS
ITCRCIIED T!IE AE$Ly,Ei1.YED CLEM1pUT LEVEL 17 SHALL 8E RENtWED AND RRbREKr.Y I]I5°OSEU OF,
D<INPpifL • l.Sli DOS' Cf?VFREJ. ]S 10 EIF O5.':07YLDU(:H YHE 517E IV AREAS MI ETC T 7O'
5VRPACF AND Rpl NOyLMENT.
VEGETATIVE PRACTICES
7
TOPSOIL 'IEM ART 5TUCI.PTL@I -3,39 TOPSOIL SHAD- BE STRIPPED FROM AREAS TO BE GRADED
RIN✓? STb[xPILEI IAifli SARERDING, STOCKPILE ! OCATION'S SHALL BE LOCATED ONSITF AND
SMALL M STATIII:I.'ED.W47H TENIFUk RM SILT FENCE AND' VEGETATION.
S• fFASP�AFR1' F11VG -3.]I AI{lIEIAlDED AREAS V,'H!Ch Yf+LC81LE}TffOAMANT FOR MORE THAN 30
.QAT&SMALL 11ESEEpE -tWI1j FA5Trie , HATING TEMPORARY VKbAITDN IMMEDIATELY FOLLOWING
yRA01KG CIFFTM05{' ARLES. SELECFION QF THE SEED MMfJK SIUVA OEMD On THIS TIME OF YEAR 1T
La APl HFa
lC. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE
COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL
BEAUTY.
' RATlILl7AT BR i - 3.36 P. PROTECTIVE COVERING BLANKET OR 507E
$T — 1- 1ATICp1 wAT.$14AL1 IN. tl5TAIJ E06N' PREPARED PLANTING AREA' OF CHANNELS TO PROTECT
AND PROMOTE VEGETATION ESTAB'LISHMEN'T AND REINFORCE ESTABLISHED TURF,
MANAGEMENT STRATEGIES
PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH
IMMEDIATE'Y FOLLOWING INSTALLATION.
2. PROVIDE TEMPpNAR, SEEDING OR OTHER STABILIZATION IMMEDIATELV AFTER GRADING,
3, 1501AIT TRERC1604 FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO
PIIL'.417E 7ERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NG LONGER
REQUIRED ,0 COMPLY WITH THE CON ?R.ACT DOCUMENTS OR STATE LAW.
PERMANENT STABHL 17ATION
A111 .l iUROM OYCQEf517p1CT1Ok 9"Ll, BE STA5Uj2fb WITH KNN~ WDING
IA�RWLk+ITEEV F(jECOWLN6 FPAJ SHLII GAAOENG. SILEDING S"Ift. $C it. ACJCOIIGLVCF WZTK S)0. b P'EG
1T7A PE %iF T SEFDTNC. 5EEO tYPE SHALL SIE 45SP£ry, I-19D FUR -141IIIMLOIL CARE LAIYI'9' AVO
VEWRRi SLOPES' if1 THE AAHIDMOOk FOR SLOPES LESS TKkN }.I. FUR SLOPES GREATER THAN ] % SETT+
T1W SWELL BE A$ SPECIFIED FOR +-M MRIRI FRANCE SLOTS ff: IASLE T,3P•P OF THE 1L4FEbBGjX• FOR
MVLp! LSTEg1L 011 F18E&} SA.iJLLL OE 05ED O % ALL SEE DEO SURFACES: W ALL SEEDING OPEAATION44 sE1D,
EER 'LED 13E* I1RiL0i APPI I FD PR;om TD MULCMING.
S EO'U EN CE OF INSTA LATI O N
PHASE ! (SEE SHEET : 41 =?
A PRE - CONSTRUCTION MEETING 15 REQUIRED L'JIT. ALBBMAR LE COUNT" EB5 INSPECTOR, CONTRACTOR.
OWNER, AND ENGINEER, THIS MEETTVC SHALLTAKI PLACE ON -SITE. CLEARING LIMITS MUST BE
It PRIOR TO THE MEETING WITH ONE (t) WEEK OF NOTICE,
2. INSTALL CULVERT INLET PROTECTION BELOW PROPOSED CONSTRUCTION ENTRANCE.
3, CLEAR AND GRADE AREA FOR CONSTRUCTION ENTRANCE AND SEDIMENT' TRAP 2 AND INSTALL BOTH.
<. INSTALL TREE PROTECTION AND SILT FENCE BELOW SEDIMENT TRAPS ! AND 3
5, INSTALL 5EDIV -
TENT RAPS i AND 3.
6. INSTAL REMAINING SILT FENCE, REMAINING TREE PROTECTION' AND DIVERSION DIKES.
AFTER ALL EROSION .A.ND SEDIMENT CONTROL MEASURES ARE III PLACE, SFTE WORK CAN BEGIN,
B. ROUGH GRADE PROJECT AREA.
.. SEED ALL DENUDED AREAS PER VESCH STANDARDS,
PHASE li (SEE SHEET m 7 tl
INSTALL ApQIT1pRAL 1A(-El PI1MMION WHERE SHOWN ON THE PHASE 11 EROSION AND SEDIMENT
CGMTROL PLAF XS I HE STORM SYSTEM 1S CONSTRUCTED AND BECOMES OPERATIONAL,
2. FINE Gq.f:DE PRO]E CT AREA - IEPPLYPEAhiANENT SOIL STABILJ ZATION TO THESE ARIAS WITHIN SEVEN
DAYS MTE4 rtfM GRAS 15'AC MEVEQ.
3.
AL STORMWATER PIPING K STRUCTURES, INCLUDING DETENTION EACH ii TIES SHALL BE INSPECTED FOR
SJLT..'SEDIMENT. IF PRESENT, SILTUSEDIMEN'T SHALL BE CLEANED OUT FOR THE SYSTEM TO THE
SATISFACTION OFTHE'95 I15PECTOR.
.. ONCE THE SITE UP HILL FROM. EACH THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC
INSPECTOR REMOVE REMOVE SEDIMENT TRAP.
5 A9PL1'.pERWHE7VT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
PLI9ECIAB, Tp ES f91p'CFCT{OIF, SILT: FENCE CiILVERT INLET PROTECTION AND INLET PROTECTION
GftdA'M 11TH{ ;(i' TRgQ}Ip!AI[T BE MAJFI -AIMED THROUGH GRADING AND CONSTRUCTION.
PH ONCE CON'STR'UCTION IS COMPLETE AND ALL COAT RISUTIN'G AREAS ARE STABILIZED, EROSION
CONTROL MEASURES CAN BE REMOVED UPON APPRUV.-L FROM THE EKE INSPECTOR,
MINIMUM S-TA
• NDARCS.
AN ERDS 10,Y � A
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CaTITROt OAQGk k HN E A D L C A
1318 CT O LAL LIry
AY/$T
CimSlSTElrt Vf3 rl T11C !UL1.0411IRGCRIIERIE -, TCCHNi1�1E5.NCU HETIIOD$.
MS -]. iERMAIIWI Gk 1BYFO WRT Oil STARILIz&ILDA SHA -L BE APR11'.II FD QL WpEO RgKAS YNi 1.111'
"syv;Q pAYs AVIIiI, TlkAL GRADE 15 REACHER M AN1 PORTION C- TAE SITE IEMPOI1.0% SOIL
STR i AT
0 LH'. i0N 5 A
li BF AWLEED W[7111A E11 •Ir AY T 1
S C p 5 b Er T
D VOip +LHE 71fA F1Rr1
R5 IDT
r
4 f
iwrlCRAi7L L 1•
8A WILL REMAIN IIDRMM1ITT fOR LOhY,ER IfIAN 1: bA"s. PLIMANEM
5TRP1L]E.STTON' $TEAL! SF ARIh1ED TD A01SA5 IWL ARE TO Or. l(rf DORAHYF FOR MpkC 1, k
MI: ye R.
PIS-2L DURING CONSTRUCTION OFTHE PROJECT, SOIL STOCKPILES AND BORROW` AREAS SHALL BE
STABILIZED OR PROTECTED VVTTH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT S- ABI.LIZATION OF ALL SOIL
STOCKPILES O(•! SITE AS WE:.:. AS BORROW' AREAS AND SO]!. - INTENTIONALLY TRANSPORTED FROM
THE PRO)EC' SITE.
MM5 -3, A PERMANENT VEGETATVE COVER SHALL BE BET.4BLI SHED ON DENUDED AREAS NOT OTHERV)IS,
PERMANENTLY STABILIZED, PERMANENT VEGETATIOP SHALL NO-, BE CONSIDERED ESTAN SHED
UNTIL A C-ROJAC COVER 15 ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE .AND
WILLINHIBII EROSION,
MS -4, SEDIMENT BASIN'S AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A, FIRS STEP IN ANY
LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE JPSLD PE LAND
DISTURBANCE TAKES PLACE.
.._ -_. STABILIZATION MEASURES SHAD BE APPLIED TO EARTHEN STRUT ORES SUCH AS DAMS. DIKES
Mc F
AND DP, ERSIONS IMMEDIATELY AFTER INSTALLATION.
M5 -6, SEDIMENT TRAPS ARD SEDIMENT BASINS SHALL BE DESIGNED AND CONS: RUCTED BASED UPON
E TOTAL DRAINAGE AREA TO BE SERVED By THE TRAP OR BASIN.
4. THE MINIM'Jhl STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE
OF DRAINAGE AREL AND THE TRAP SHALL ONLY CONTRO_ DRAINAGE AREAS LESS THAN THREE
ACRES.
$- SORPAC! R harFFR6iRtp15TlINR bAt1ERS ly4T K CCME7WlSEO #FiO41 FROM MINAGE
AA£A! GRFAM"FE'i OREYAfAi TO THREE A{JLF•R SHALL BE C.ONIITOLLEA OVA. SEEH"FIR BASINL
T111 MiN1WDX SROFME C40AELM IN A SIOI NSHT BASIN SHALL bF. Eli CuCI['YARCf$AS ACRE
on., lxASeARPA,111E F♦lMALLSYSTEM GIVUL AT A MNTMUK \W ITTATN THE STRM -D. 4L
IRTEO VL GF TMCELRSIN OB1S111GA PylYEA1I.ST0IEY' 01 2 <•ITQUR buRFTifltri. RUFAVIF.
COEH[LiEHF5 UUCP IN RUNOF5 CALCVIA1 IDPE5 SMALL CORRES44;A1D TO A 6AM CWTM
CONDITION' OR THOSE CONDIT DNS EXPECTED TO k1S' VIIHILE THE SEDIMENT BASIN IS
JTI' IZE�.
MS - ;. CLIT VWTLL. LAKE SMALL U OESIGNSp Rk4 C80xT$U[TED IN A, MANNER THAT 4l'ILL
M1141,We OPOR06.. Ran$ THAT ARE F[IuNp TO BE Ep CD1NG EXCESSIVELY 'THIN ONE YEAR
Df RERPAV' VV StA&Lf31' VTIDH $FALL BL WMDE0 W!1H ADDITIONAL SLOPE STABILIZING
ht!gsms DNTIL 1116 MHOOLEIT n. CURRENT.
MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CJT OR FILL SLOPES IJNL FEE CONTAINED
WITHIN AN ADEQUATE - EMPORARY OR PERIH.ANENT CrIANNEL. FLLIMF OR SLOPE DRAIN
STRUCTURE
,15 -9, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION
SHALL BE PROVIDED.
MS -1 U, AU STGRw SBi Eig INLETS TTN7 AK MAOE'O?ERAFFILIE OURM! COUSIFTUCTiON 5f1ALL 6t
PROTECTED SOT11R :5EO1MEkF•LICiIN MI R CANYM ENTER THE COXWYARCE SYy EW
WiTHOLIT FIRST OFIN6 tlllkRED OR OTNEq Mt 7REATTO 70 RF}TOAIE SOINNERT. .
$lT: NEWLY 4Oft6TRKTfv 5TORkwlLTER Cauvr'/ua C."NAE5 OR 11PLy Alit ii",
OVEkAT Nk3RC, AQEQLLAfE CUTLET PROTECTION APED ANY 9JEWIAED TEAL VMV OR FEI?AAVEN
CH#ML 4UgNG."a BE 1N$7ALLO W Wit YLH C{INDEYAIICE CHNNRCl. RkOdlEtE7Yr.vG
CIG,NX6L .
MS -12. Vll�H.ILYMIR IDA uaE WRTEpCQJ45d'. ISiFERiCF:%EA: 11pELWVFION6 51.fALL 8'E 7AKEhr10
MINIWin C ,y ^jEt!ACWMENT KONTRDL SEInKW SPORT WS$TAOILME 111E Wallic AREA 10
THE CREATFa*'F EXTE6E PbSS M DIIRTAC. OD ISTRLE[F M T W.1160411if MAT RW SHALL $4
inED FM ME Cb,RRBCTION Ol' CALLSEWAYS AJRI COFORDAIK5, TlART11EN FILL W0& USED
FOA THESES ?piICTURC4IF ARarH1RFtl RY. fFDHE1I0{iIDLE [gHE1LIAATFRULS
MS -i3. Y11fFh +•LIMA 1VxiERCNRSE ML1S1 BE CAMSE0 Of S5DIQTREIC7'IOk AHID, 3 HM TFL1IC TYPIST
IN:II'r SP•C- wLMNTIH ni`100. A TE"ORARF VPt"LAR STREAM C9065110G COIISMUCIrw OF
WAIRLINK&LB MTERIAL SHAVE 04 PADVIDID,
FIST -I4, ALL APP.? CABL E FEDERAL STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR
CROS5111C LIVE WATERCOURSES SHALL BE MET.
MS -15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED iMr- IEDIA.'IFLY AFTER WORK IN
THE WATFRCO'JRSE IS COMPLETED.
MS -I E. UNDERGROUND UT I LTT' LINES SHALL BE INSTALLED IN ACCORDANCE V: FTH THE ED; c WING
STANDARDS W ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
EXCAVATED MATERIAL SHALL BE PLACED 0% THE UPH!L'L SIDE OF TRENCHES,
L EFFLUEN? F -ROM D:`.WATE.RING DPERATIDNS SHALL BE FILTERED DR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT ADVERSELY AFFECT 11OWINC STREAMS OR OFF -SITE PROPERTY.
L
MATERIAL USED FOR BACKFILLING TRENCHES SHALT- BE PROPERLY COMPACT ED IN ORDER TO
MINIMIZE EROSION AND PROMOTE STABILIZATION,
C PLESTAB!LIZA10% S HALL BE ACC OMPLHSHED IN' ACCORDANCE WITH THESE REGULATIONS
APPLICABLE SAFETY' REGULATIONS SHALL BE COMPLIED WITH.,
MS-f F.
F. Rp t u1STRUL'LIpV -lvuc EAE,CE54 RUEIris INTERMU teem QA powc WADS.
PRDVlSI07i5 %WALL Bk MAD@ E0 MIROPM 041: YRARy`QR7 at SEDIMENT Ov VCIOCULAR
rRACk[IiD ORTQTHE MVET?5LIRFACE. WHERE 5E004EWT 3 f0A5PD9M1 OM PAVO Cal
PU6LIC 40AD SURFALE. THE RbAO $VW'ALF SEVILI OF CIE ANED T1WROL9iLIL7 AT THE END Of
{ACIi DAY, SE DIMEIfr S1H,LL BE REF.KWED FROM TIC RrAAOS.OY 5AOWE,.1,IRC OR SWEEPLNG Ma
TgAAS'PDRTED 10A SCO MEN" CaHE ROL DISPOSAL. ARE' A• SIRE6T WASH I wG $+MALL BE AuoWw
OR,I' AREA $EDI11E1Ir lE REMOVEO IN THIS 1TAh NFk IRTS PROVISION $HALL AWLY'TO
INp1VLDLIAi. pEVEEOPMENT LCIT$ A- WELL AS 7b LH TIER L mND•D157L1RAING ACTIVITIES
X5.1y. ALL TEMPORARY EROSION AYh SEDIMENT tg.0101. MEASURES SHALL SUP. REMIVVfn WETTHh ID
DAYS ARER "ftAI 5L7F.5TAEl1LIiA77OT. CHI AMA THE TEMPDRARY MEASURES ARE W LflANOLR
MCMED, HNEESS 01 HERWI$E AHTIIDEIEED IV. IMI LOCAL PACWAAR AOIfIO11L1TY'. TRAIS7[D
5101 VE}T AAl' THE GIST LRIEI l;OTL AREAS AE SULTIAG FROM 1 HE O Lmstr1O% CIF 7EMPOILARY
MEAWRESEHALI RE.EPJLMANEgTLY.STADIEJCEp TE, MR VCYT FHRTIMR EHOSTOR ArW
MS -19. PF4WMIE5FW wvETLLYATs DDWNSTRCABI PRQN DE'YELEI MEN? SIRES SIW'LL BE PROTECTED
iRSlN.g�lgflENT DEPA$EPTOL:. FRG51O11 RNh tiAtilA6f DBE TO !lICR ?ASPS 117.VOLH�', VELOC.T'
AlND L!EAIE FLOW RATE OF STDRMYATLA 4WD" ibR THL MATED EREQIIEf1?CV STORM OF
- 24.AWR OVRATM li FL AOAYCE WITH THE STANDARDS RyD CR4rERliL U7TFFO TAI SECTION
TY.La THE 59RGTNIA ADY�I W$fRATIyE. CCeDC OVAII04diL" 4E0IFN1X STAN I)AftDS•
GENERAL EROSION AND SEDIMENT CONTROL NOTES,
E9-1 UNLE5"SHHERI U 1411I0TCb. CDFF,FMWT AND MAIGIAIR ALI. VErfTATrn- AND STRIPMRAL
LROROk ANN" 5EDYASAT CVK`EROLL PRACTICES A[GDR01RG TD MuF HMilk STMENUIDx AAO
SPFCEFICATJOUS OF :TW8.IATEV -EbTTM OF THE 1 'r CwKot
Ha7Np�gp7EyA11P VLYGIMEAROG}NA71OHg V1CW5 -D7 AY[05EDIHENr LY1kTRCY_
REG LAT
ES-2 THE
i ONTROLL NC EROSION AND SEDIMENT CONTROL AUTHO R[TV VI LL MAKE A CONTINUING
REVIEV: AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.
ES -3 PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN
..LEARiVG, GRADING, OR LAND DISTURBANCE,
ES -4: MAINTAIN A COPY OF THE .APPROVED EROSION AND SEDIMENT.' CONTROL PLAN ON THE SITE AT ALL
TIMES,
ES -S. PRIOR TO CQMMENCIWGLAAND- D'STL'RMt AE•TTVFFIF.S LA AREAS DIM 1HALN INDICATED ON
THESE ?E+Y1V5'IMCWFITAt, BLD VCT 'JMfTEp TLF, pfFST7E 9DRR01Y OR SVASTE AREAJ, SL JIWTT A
5uRF}.EHLN'TMRE'ROS7DR CONTROL F&M'70.THLAIE iI?Tfc- E04OIKER Alp,! YX[[MME'LL!NG
EROSHOB AND SMMEA: CONTROL ALMT1161111Y Vqk kMfM- MID ACCEPTANCE.
ES -6 PROVIDE ADDITiON.Ai EROSION CONI ROL MEASURES NECESSARY TO PREF'EM EROSION ANC
SEDIMENTATION AS DETERMINED B" THE RESPONSIBLE LAND DISTURBER, (MCDIFIED NOTE!
ES -?
A!i. OS 1
TUR6
EC ARE -
A5 SHALL DRAIN T PP
0 APPROVED
SSITE DET CON iEN MEASURES AT ALL T71.1E5
DURING LAND- D]STURBiNE ACTIVITIES AIJD DURING SITE DE:ELOPMEn'T.
ES-8 DUR!NC DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FP TERINU DEVICE.
F~-S INS 'EC. ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL
EVENT. M1AKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OE THE
EROSION CONTROL DEVICES IMMEDIATELY.
t:.
i[ R i
.RA [u157
!R�iC1N A'iliES E70540R aM[L GlnIMF
� Y Nr YR
RP
THE PLAN APP -
ROVIAIFL
AVIPIINLTFYw BENDnnee
HST ORE T LAN DID UR THE PRE - CONSTRUCTION
CONFERENCE, ONE EFINAL O TQ T{iE COMMENCEMENT OT LANG DISTURBING ACTIVITY AND ONE
WEEK PRIOR TO THE FEMR4IINSPELTIdY. '
MF T
AIi CROSIOPf AND SEDL _N. COnT -
ROL MEASURES WILL LLL BE CONSI'RUCT�O AND MAINTAINED
Fl Ix1DRDr iEG 7a AU NIMU h ;
STANDARDS AND S F
GIFilnr!D _ -
D-
TH C VIRGINIA EROSION AND
-
C(IFfi lApOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AN D SEDIMENT CONTROL REqRAT ogs
3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS T, HE FIRST STEP
INC LEANING.
4, A COP" OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON TIE SITE
AT ALLTIMES
5. PRIORI'CgFTF1EM11C1NCi LAIID bISTURB{H16 nCTly `TI ES IN AREAS OTHER THAN INDICATED OP47HESE
PLANS IN14,YOIIfG: BL1T HQT y1MFFEp TAE. Qi� §FIE BORROVr OR WASTE .AREAS), THE CONTRACTOR
SHALL $DRFIEFA Si17pPLF3SEIRAAY EAG310K CLINTROL PLAN TO THE OWNER FOR REVIEW AND
.APPROVA, BVIIIE RLAN APPRONIFIFi AWHORJIt'
6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDPION!AL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING .AUTHOR TTY.
ALL D!STURBED .AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT' ALL TIMES
DURING LAND DISTURBING ACTIVI TIES AND DURING SITE DEVELOPMENT UNTIL FINAL Sl'ABl' IZATION
IS ACHIEVED.
B. DURING DEWATERING OPERR71DKI$ WATT) WILL SE WMPED INTO AN APPROVED FILTERING DEVICE.
R. THE CONTRACTOR SHALL IN5PLILT ALL ERtl51pN CONIRCL MEASURES PERIODICALLY ANC AFTER EACF
RUNOFF- PRODUC!NG EVENT, AIM NECESSARY' -' REPAIRS.OR CLEANUP -0 MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES S"L' )/'MADE NMEDIATELY.
10, ALL'fOk HATEYEAL TO DE TA%ER `R*Aft AIfPIT V QESIGlIYTE71 SOAMW RADA,
1L. All V!A$TT VATRIALS SMALL 6LA'1AKM1OAN APFRWED WASTE ARM fAM FILM- SHALT. BE INERT
XAlROV O AWAS F AItkk.RODT6..5"i11H.iPS, �BDDp; RLiBgisM, Alm O11/eR QF,BA] §..
Ee. allblI DC. WASON.$ O.. SARETDlEREELl, IPIEpWIIHOr7tINTSpFT .OHRETIONrERZDrIING
PI1r1ERANCE $EC'TT017.SL 1.718
11, ALL INERT MATERIAL- SHALL BE TRANSPORTED IN COMPLIANCE WET SECT [ON 13 -301 OF THE COOL OF
ALBEMARLE.
14. BORROV,, FILL OR V:A.STE ACT IVT'INVOLI'INC INDUS RIA-TYPE POWER EQLI PMENT SHALL BE
LIV )TED TG THE HOURS OF : :OOAM TO P:OOPM.
E5. OM WV, PILL OR VIA..^.F. ACTIUM SHALL BE CONDUCTED IN A SAFE FKAMMER THAT MA71iAINS
IATFRA{ S!)PiCIRI DR GR[1ER 7D MINIMIZE ANY HAZARD TO PERSOLIS• RHYSECAL OAMArf 1p
ATIIRCEY7 LATiD.AA3E STRp:IERLESJ!MPROVEMENTS, AND DAMAGE TD AIFY POSUC STpEET gFMUSE OF
SUM, RFREUEO, OR COLLnP5F.
LG THE DEVELOPER SHALL RESERVE THE RIPHT 1016M ALL, MAINTAIN, REMDV'- LM CONVERT TO
PERMANENT ST ORMWATER MARAIiE'MEMI FACILITEES WHERE APPLICABLE ALL EKOSIM COVYAOE
MEASURES REQUIRED BI' THTSP.i1E1 REGAREB,E55 OF THE SALE OF ANY LOT, 11711?, RUILb1`{ -OR OTHER
PORTION OF THE PROPERTY.
i7. TE•ts(1RART 5'fAWL17ATTON81R11 -i BE T(ATV7R,1gv.EwlfC 0.YC wI,µCLlt7 SEED[gG L TG DE n17.f.
LE{C?ACR[ A/W 10 t[fF FICIM IIS OF SSF1EwBER TO IEtlRLAUr, TO LOR$15T A SOISC N6 CS o tit I'
RYEGRA$$AVp DiRF'.AL EVRFTFR ATE OR IN ,LARCH Aho APRIL. To C[ IM, OI' AfLfwCiAl IEYE. OR MAY
THACTBOfI AlEOLIST ID COH515T DF (]ERs'A NlLjE1. STRAW MULLET! LS 10 Ill. Af9LIED Al 80LB3f1 BD515
At.TERAIA7IVES ARE SB61LrT TD APGMOVAL ELY )ME CLAFW1 CR0510A aN,7XnL CkSgLTDR,
1BL PFRMAN".1 g;AREIF=R710F S+ihLL SE LIMIT AHFI RgTh 15 R. PER kikhl SEEPING ANQ F:BL81,
nL:RltuITHRAI. GAAOL lIME5TEINE SMALL BE APPLIED A7 9DL65�1&lOS', LAfCO7iPpRP,TCD INTO Rill *TIP
A -& UITLHES OI' SIT.. EBRTLUZIER SHALL BE API:IED AT I60DE85lACRf AW CENTS1RA E i 1N ?[H 10
IIJITRI EIIT MIX PERM IHN?IMT SE EDf4G SIiAL! DE APPLIED Al IVOLB$IFCAII A11p ... S7 o D g5y,
MINIM 310R TALI PESCUE WIT? 0-St PEAUhNIAI RvCy;RA$5 CW+ LEN TLICRY ONSIIRAKS• is q,
NULl7+ M TO Of APPLIED AT 911,0W I DPSF. Al TEWILt'LVF'F. ARE SOSl @CT TU APPk$'l/n� BYTH( CFh1RTY
ERDSIGN rOVTRC: IFTSP.F. OIL
1V: NA;AfTENANCEL A4 HCASCIRES $MILL, Of 1T1SPMED WEES0 AN!? AMR EACH RAINFALL EVEN''`. AN'Y
AA WAGE OR rLOGGlr6- 10STAUCTVR0L MEA&IME$ S-MAEI BE ItHAI BED IM401ATELY. SILT TRAPS
SHALLOP: CLEA%EO Woli'F, SDAL p1' T10 WET STORAGE VO-ONF SRILLEIi IVDH 5EDIMENT. ALL SEEDED
PAM SHALL 0I' RFSSEDEC' WME{p NECESSARY TO ALISjEyE A GO=5TANDOF GRASS. SILT EENCE AND
QiYER51[Hr DYKES WH1Cn COUCCT SEDIMENT Tb HALF 7MEM AEICII,T M15T F CLEANED AND
REPAIR] D Pw4p1AT EB Y.
20 ALL TEMPORARN" EROSION AND SEDIMENT CONTROL MEASURES SHALT BE REMOVED W ?.PY 30 DAYS OF
FINAL SHE STABILIZATION. !THEN' MEASURES ARE NO LONGER NEEDEC. SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
?T. 17113 NAK S!I ALL'RT YDID }f ]'IM Miflt OOFS17DT.b6TAIRA PERMIT ATIH!N' 1 YEAR OF THE DATE OF
APPROVAL IWATE's F'AOM711lii. DIQIHAVU 5ECTIM IT- ?DEG;;
73 PERfAANEh` VEUETA71ON SMZLS kE lA'STA[LEQ OFI AV UF+iuDEO AREAS WITHIN' NINE'91 MONTHS
! ;iiil1TfE,2 ) [ONTOOi$TLjR$ }11G A[TJVM C011LON -f-n, 11VATER PROTECTION ORCJNANCE
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dr,alruap area (acres) ( <3) ACCEPTABLE TEMP FABLE 331 -..
hpr wllr are 259 ORARY SEED NG PLANT MATERIALS _
E
' - "QUICK REFERENCE FOR ALL REGIONS"
() area (s0 wlumec 'w.'b kr �= GRAVEL INLET SEDIMENT FILTER
deval14622 f Yl ]� "••• Will
1x38 rr` PLANTING DATES
465 1978 � . � SPECIES ir. "-e-G 'Ir.
177 2 RATE (LBS RACRE) �`r °aVEVENI
467 2834 1782 ••'•r _... _ _ I SEPT 1 - FEB. 15 _ r 1 r 50/50 MIX OF R s qq 460 2930 / ANNUAL RYEGRASS I.T¢rn A MouN 1AeLE BLRIV STING GgD,r, SIDE ELEVATION (LOLIUM MULTI- FLORUM) 'y
8 50.100 F .k • , . M1!I -y,r
"I scraps CEREAL(WINTERIRYE lYAykR:pk In N,N f I.I 4nn 41'11i'h:
rege (SECALE CEREAL E)
IM71 storage required (cYl (67-DA) 173 5 -" "' - �.e-F, ,•
halYm of some weu(I1 ""•^^ FEB -I6 -APR, 30
4650 tigA' lu:s
ANNUAL RYEGRASS 60.100
� iT11A15F} al lus elewlion (cy) 1735 (LOLIUM MULTI- FLORUM) GRAVEL FlLTEa , X41 {17 :q1 -Y ,yeti
11Wq Of wel storage sides 11 "cwme agOegale shall be VDOT#3, #357 of #5 RUNOFE WATER VDDi e1 GDARBE AGGREGATE IS ) N • T
MAY 1 -AUG, 31 W!R[MESH rrT`Caelrf{ to MIN
GERMAN MILLET 50 � _ FILTERED WATER 'MUST Ex Reno r-UVL N1oTn aE oRnINgGE To
qry slarage Weirle OfIpla l(6xDAI 160 (SETARIA ITALICA) -' V _ �NCRESSgNID 111LS.II,.1ory DGAJNENT
aq storage required ICY) (67-DA) 1735 bottom a! hap elewlion Ifl) 4622 TB 1 - A.- TRARR NG DEVICE I o
I of stone war bottom Imp d!mens!, 74k 19' ] T: l
f.
dry storage proµtled al This elewllan (cy) 1�9 2 I°P of dam elewlion (R) •'
468 TEMPORARY SEEI}1HG PLANT as � n ♦ � �
M Lta[ udn 4 1 lap Wltllh of dam (fl) 3 MATERIALS GCLIyIE }L �• rILTERG OI.. — E
N VIEW
R H RhRrlWllan! to ruM ICI? Y.yi .. "u'••�- - }MIN N E
H4 a47 > 3
IST7
TABLE 3,32 -D Og1,rp SEC] tin A.A ^ N LL s
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA rY' GURF INLET � EC '
313 'GRAVEL SKAU BE VDGT oaks' .. -y ° o
SEp1MENTTRAPAT TOTAL LBS. PER ACRE on scogasEacGRECarr j ¢° ,m
LuNIML,TA CAr�E LAWk v
rrPSeA\ C 1ME LPL pp RESf(jE.. � W InT Y6rN17J OF IHIEt WOr ,.�.•
BadlmanE Trap deBipn #2 KENTUCKY 7.1 ORTUgf. 175- 2DOLBS- IP 01'➢aGwlMar.3PrhB:Ar EGTaR�AKp;,G IT zW =m
T STALL FESCUE CAUpExRCOMLIraRCIGV[1LMAOI. r KVG1uRi ty01 LDLy.la c(pavpK�nRI y, : k u !i
1IIAPRiNEO PEAENNK RyEgRpgg 90 -100 °% VrrrgOlr,CR;OAREA4 OADr+r.9r'eNRgGrMaESAAP 3.07 -6 Qoe% r7i
0.5% •,�• 302
Ir�opP nnA (acres) (<3) KEWTLiCI(y gy�EOLbq STORAL1NA7ER INLET P►i07EC7lQN SECTION BNB
O55 0.5%
awA RM� STONE LQNSTISUCTIDN
eletetion IA) area (sq wlume(cy) "°'•M.i.. GENERAL SLOPE (3 1 OR LE551 N` °�• ENTRAN[E
457 216 \ KENTUCKY 31 FESCUE 1,, 1-
RED TOP GRASS 128 LBS 2 K {WOOD SILT FENCE DROP IN Lr
4560 505 374 - SEASONAL NURSE CROP' 2 LBS FT?'wL LET PROTECTION DROP om MTH NMPACr6a SP0
460 526 38 �vnA..
20 LBS, CRAIr
461 645 217 LOW - MAINTENANCE SLOPE (STEEPERTHAN311 150 LBS t0-MIN 111 I
4615 768 1.5' =� cd
13 1 KENTUCKY 31 FESCUE irA1L ` ' I 1 I ! r f !
4625 897 308 a -• S RED TOP GRASS 108 LBS• R „k
Wcl slluilg� ` ' - SEASONAL NURSE CROP • 2 LBS '•- — z N
wAl °Nr°PGrW!wR7 ScYl(67'04) 3fi9 •n A+r r•k•� CROWNVETCH' 20 LBS. B,
l5 20 LBS. M 3 a "� o
1 Vx't1 of almt••, W, ! s n .crauR .,.. 150 LBS. MIN I
-059 B ' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES GATHER 4' LIIH
.! slor we( plotage RR this elewlim (cYl 374 "coarse a I 4 I GATHER DD CW EXCE
eA1pr of wet storage sides 1 1 ggregale shall be VDOT #3 #357 of#5 AS STATED BELOW V V �- ~�� ^ AT 3.09
°LBRUIiRY }alH 7HROU011 AEIp{L,,,•,�_„_•• - ... ANNUAL RYE CORNERS doy storage Well length (fl)el x al 35 AOAV 1$T THROU[rliAIIGU$T 13TR{...__,,,,,,,_,,,,,,, fO %TAIL MILLET STNq PERSPECTIVE VIEWS TEMPORARY plVERSIgN 171KE
dry la -I required (cy) (67'DA) bottom of Irep elewlien IA) 457 AL1CiU3T'T Tl l THROIASH OCT N.
scaH
my d alma wet 9 bottom Irap dimensions NWR • - -••• ......._ AIWIVAL RYE _ Q
461 5 lop of dam elevation (A) 44'x3 PAABER TNr10:IGN FEBRUARY 15TH- ,....- ....__._ WINTER Rx'f VAiRIG . G o
'L1kV.�n,ler,rgo Woitletl al this elcwllon (cY) 3B G 461 5 •'!•iR1STRlirE $ERICEA iE$pB ��
°Itlry`!w. aKk.% 2l IW width of danl (R) ' f1E.irA FOR CROw7,,,,yC Pa$r OF rry(j:LyyttAr ;r•1NiNt711ryq Dk5 a4rE
I It dnRrxYkirn° S6x TIT FARAYVILLE- VA IMAY T1HtOI1OH SEPTEMDER USE Nl1LLEO $EITPCFJ ALL I�•:F AiarRq TxE'ARE IpF S1AyFa,
OTHER PF.RK401;. USE U."UL, SERICE ;. IF FLATAEARS OSED RILIEU °
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J.ra AOpEO ip ANY SLOPE I7R LOVR�IAINTEIJANCE MGL DUIiY4f WARMER DETAIL A �
SEDIMENT TRAP %/� 84EDh10FLr40pS Apo TPxr LBSJACgE {NA1LKEg ELEVATION OF STAKE AND FABRIC ORIENTATION nw tt� L SNOWAL7ER
Ne xkL :PfILLTFIC .xa CATIbr f-� r
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PERMANENT SEEpiA[G hhlR FQ K' A RTj AT-' RAr AREA t&TWr NO CFWAIOQ THAN Aa
sr, .en ATrnaaA>�KMC Tosr AARei + EAO17AL A7A] Wr nc1 nRE •
E nano 111E TRFMCiI C KO7ARSK7
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ro °+.'slner aeaw. AREA CAL TIC METHOD SHALL N01' AT3 Td RR{E79
elewlion Ifl) area fsD wlrne(cy) : • `""' °r `T0 SS.TryfE CQHGEH9T'T rep SUCH AS IN SrAEEr OR Nlp{1�y�Y LAryf, 7.01.1 • n[[[no er
xr wre --� ---- - -- -- .-- ---
-+•.0 WLVERT IN STDRM _ 180 -0 87 330 236 - �QroLli PRDTECDOk xlr•b In DRAIfU INLET PROTEETION : • 7ARSKf
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SNAIL VT�LLATIOH
236 wrM °�+•wu.r 3LApE IPERHPECTRYF. V�WIJ
- r ' 1 OW ` 1
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r storage •1 ••� n.. l art SyALIOrr ArX•iS' $TRS'S NE TnKC
111. u?,J required 21.4 alff IN ie:. _ nn PRaTECnAE COKRWga MAT BE
IBnr Nl xlpYl Wen (fl) APV4100 ACr(agg ToK SLOPE _
x lorwet sfzjW al Iles elewlon icy) 423.6
µkrCRE ilLrx IS A BfRLL AT rye Tm RM
[?Olw H a[n;tpK sides 'I "coarse aggregate shall be VDGT #3 #3,57 of #5 FILL RY i11E yyW(, O(flRp
THE YArEPrRy
slLr PraRlt STEEP a� a1[i1L[YAr�
SLOPE NRdkDR IT
storage wvH IeIKRh 111111 40.13h, 2 0 1 PoI
R NTSq SHGULG BE HRGHER TIIgN POIM B.
`1`GgQ f04w411 OY) (67-DA) Y4NIK11 N11KP eMxAren (AI 464 5
ORA1N E5TELIi4Sr t
Il of stone weir 21.4 R]Npml so ameaelRnx DISTANCE 156 ROw -OPTIONAL STONE COMBINATION IFRONr FI.F.VA7KM7J 3.05 -2 J
468.4 IOpdWm 1111n (R) 15k 4625 FLOW IS IF MP42a —, * @RO1ZCig� SILT FENCE Wlp WIRE SL1PPgRTJ ~
to pmMded al Mis aewlron fcYl 22.6 1.17 1,3 rANDH 10 Ty[ PIRECaOM Q
n e! Ripµ lldm fop µ+dlA rl Wldr IAl 1 rL011' Mb AkCHryl SECLStgT 1
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SEDIMENT TRAP 113 w1EBYALS
"g7aT 10. es6), p� / r ` RI W i
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Irt1RSE9R0E: • µ1RFAI HIGH 5:dA h9
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CIA YLY,pp1y ff FLON Ig EJprLCTP} RxdAgEa, Ay01L1 gpxlYRg MA.1�AL APL'IRCImIAilr ODD S'r—Y, f
111E LErdER OF 111E dIP1 F A} ALL Pa E SLOT R or MATE PLR LL 50• FU q Z Y
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CULVERT INLET PROTECTIpN BM CHE 4lKCnaY agars s
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FENCE RTTACf�A1T7 PD&t8 (PRE- Wl:gTREgEO r TAW nil (, V UkSh, ONLY) r �/l '
6L $�
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CRREA7ER THAN (' DN CETrtER £YFRy NWTN PUSi SHALL O u F.
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ST DRAINAGE AREA TO 7
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' "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER , ,L , I.v � '�'�_
BOILS INFORMATION:
21 B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES
90 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED �� r 106 tl0
SCAIE 1• -30
NCHE5 TO RESTRICTIVE FEATURES .L
21C- CULPEPER FINE SANDY LOgM,7T015 PERCENT SLOPES \ i 3og 00 =„
40 T0791, WELL DRAINED �460-\ ll 30' t SRl E1 R0 !
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3.02
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3.05
IP INLET PROTECTION 3.07
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a ?/1� DIVERSION DIKE
3.09
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3,13
15
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0 PERMANENT SEEDING 3.32
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3 35
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OUST CONTROL 3.39
` 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER
SOILS INFORMATION,
216- CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES
40T079 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED
21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES
40 TO 79 INCHES TO RESTRICTIVE FEATURES WELL DRAINED
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(Provide a reduced 11x17 copy of the latest stormwater management plan. Do not reference only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
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f7RAINAGE AREA #2 WATER 4llANTITY CALCULATIONS:
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PRE DEVELOPMENZ POST CEV6lOP N1
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Site Data Summary
Total Rainfall= 43 inches
Site Land Cover Summary
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Section 6. Pollution Prevention Plan.
(reference County Code 17 -404 and State Regulation 9VAC25- 880 -70 part II section A.4)
A. Plan showing pollution activities and prevention practices
(Provide a reduced 11x17 copy of a site plan on which all of the following activity locations are clearly
marked. Keep this plan up -to -date with ongoing site changes and inspections.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
NOTE: DRAWING TO BE MARKED UP
\ I AS CONSTRUCTION PROGRESSIVE N
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J. WILSON
l / i DESIGNED BY
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CHECKED BY
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PPP
B. Sources of Pollutants, locations, and prevention practices
Pollutant, or Pollutant Location on site
Generating Activity
Prevention Practices,
Control Measures
C. Sources of Pollutants continued. Common activities and minimum control and prevention
practices
Pollutant, or Pollutant Prevention Practices,
Generating Activity Location on site
g ty Control Measures
Clearing, grading, excavating, and un- Land disturbance area
stabilized areas
Paving operations
Concrete washout and
cement waste
Structure construction, stucco,
painting, and cleaning
Dewatering operations
Material delivery and storage
Roads and driveways
No Concrete washout shall occur on
site.
Structures
Dewatering if necessary when
converting culvert inlet protection
shown on plans
Existing basketball court to the north.
Follow Erosion and Sediment Control
Plan. Dispose of clearing debris at
acceptable disposal sites. Seed and mulch,
or sod within 7 days of land clean_
Cover storm drain inlets and use drip pans
and absorbent/oil dry for all paving
machines to limit leaks and spills
Direct concrete wash water into a leak-
proof container or leak -proof settling basin
that is designed so that no overflows can
_ occur
Enclose or cover material storage areas.
Mix paint indoors in a containment area or
in a flat unpaved area. Prevent the
discharge of soaps, solvents, detergents
and wash water, paint, form release oils
and Curing compounds.
Water shall be filtered, settled or similarly
treated prior to discharge as shown on
plan....
Designated areas for material delivery and
storage. Placed near construction
entrances, away from waterways and
drainage paths
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Pollutant, or Pollutant Location on site
Generating Activity
Material use during building process
Solid waste disposal
Sanitary waste
Landscaping operations
Wash Waters
Vehicle and equipment washing
Building areas
As provided by contractor
Current locations shown on plan
Landscape areas shown on plan
Wash areas shown on plan
Designated areas and details shown on
plan
Prevention Practices,
Control Measures
Follow manufacturer's instructions.
MSDS's attached.
Waste collection area will not receive a
substantial amount of runoff from upland
areas and does not drain directly to a
waterway. Containers have lids covered
before periods of rain, or are in a covered
area. Scheduled collection to prevent
overfilling. MATERIALS NOT TO BE
BURIED ON -SITE
Convenient and well- maintained portable
sanitary facilities will be provided, and
located away from waterways or inlets.
Such facilities shall be regularly
maintained.
Apply fertilizers in accordance with
manufacturer's recommendations and not
during rainfall events
To be treated in a sediment basin or better
control as specified on plan. Minimize
the discharge of pollutants from
equipment and vehicle washing
Provide containment and filtering for all
wash waters ner the plan
Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other
materials present on the site to precipitation and to stormwater.
(Identify all non - stormwater discharges to occur on your site. Keep this plan up -to -date with ongoing
site changes and inspections. See CGP, 9VAC25- 880 -70 section E for examples of non - stormwater
discharges.)
D. Non - stormwater
Discharge
I Pollutants or Pollutant T_
I
Constituents
Dust control water I Sediment
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Discharge
E. Persons responsible for pollution prevention practices
(Provide the names and contact information for all persons responsible for prevention practices as listed
above.)
Mr. L.J. Lopez
Milestone Partners
3002 nd St NE
Charlottesville, VA 22902
434.245.5803
F. Response and reporting practices
Minimize discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement
chemical spill and leak prevention and response procedures as follows.
Respond to all spills, leaks and discharges as follows;
Materials and equipment necessary for oil or chemical spill cleanup will be kept in the temporary material storage
trailer onsite. Equipment will include, but not be limited to, brooms, dust pans, mops, rags, gloves, goggles, kitty litter,
sand, saw dust, and plastic and metal trash containers.
All oil or other chemical spills will be cleaned up immediately upon discovery. Identify and stop source of
discharge. Use absorptive materials to soak up as much chemical as possible. Place all contaminated material in trash
containers for disposal.
Report all spills, leaks and discharges as follows;
(Provide detailed response and reporting practices according to 9VAC25- 880 -70, Part II, section AA.e.)
Reports will be made to the following:
Virginia Department of Emergency Management
Emergency Operations Center (EOC)
Phone: (800) 468 -8892
Spills large enough to reach the storm sewers will be reported to the National Response Center at 1- 800 - 424 -8802.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
G. Pollution Prevention Awareness
(Describe training and procedures to provide awareness and compliance for all measures in this
document; waste management, wash waters, prevention measures, etc.)
Contractor's registered land disturber shall oversee all construction activities to implement and maintain pollution
prevention measures. As such training and procedures shall be provided by contractor at commencement of conduction
activity.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 7. Discharges to impaired waters, surface waters within an applicable
TMDL wasteload allocation, and exceptional waters.
(Provide detailed measures for any applicable TMDL)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Appendix S - List of Impaired (Category S) Waters in 2012
James River Basin
Cause Group Code: H28R -10 -BEN Town Branch
Location: Town Branch and tributary from the headwaters downstream to its confluence with the Rivanna River. (Start Mile: 1.20 End
Mile: 0.00 Total Impaired Size: 1.20 Miles)
City / County: Albemarle Co
Use(s): Aquatic Life
Cause(s) /
VA Category: Benthic - Macroinvertebrate Bioassessments / 5A
This segment is impaired due to violations of the General Standard for Benthics at station: 2- TWN- TWNOI -SW (Impaired for
VSCI). Initial Listing Date: 2010.
Town Branch Estuary Reservoir River
Aquatic Life (Sq. Miles) (Acres) (Miles)
Benthic - Macroinvertebrate Bioassessments - Total Impaired Size by Water Type: 1.20
Sources:
Municipal (Urbanized High
Density Area)
Non -Point Source
Final 2012 Page 469 of 1490
Appendix S - List of Impaired (Category S) Waters in 2012
James River Basin
Cause Group Code: H28R -05 -BEN Meadow Creek
Location: Meadow Creek from the headwaters downstream to its confluence with the Rivanna River. (Start Mile: 4 End Mile: 0.00 Total
Impaired Size: 4 Miles)
City / County: Albemarle Co Charlottesville
Use(s): Aquatic Life
Cause(s) /
VA Category: Benthic - Macroinvertebrate Bioassessments / 5A
This segment is impaired due to violations of the General Standard for Benthics at station: 2- MWC000.60 (Impaired for VSCI)
and 2- MWC- MWC03 -SW (Impaired for VSCI). Initial Listing Date: 2006.
Meadow Creek Estuary Reservoir River
Aquatic Life (Sq. Miles) (Acres) (Miles)
Benthic- Macroinvertebrate Bioassessments - Total Impaired Size by Water Type. 4.00
Sources:
Non -Point Source
Final 2012 Page 464 of 1490
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting
inspections.)
Mr. L.J. Lopez
Milestone Partners
3002 nd St NE
Charlottesville, VA 22902
434.245.5803
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 9. Signed Certification
(Provide certification according to 9VAC25- 870 -370. For purposes of plan review and approvals, this
certification should be the owner of the property, the same signature as appears on the bonds and
applications. Another operator can be designated on the delegation of authority form to follow.)
CERTIFICATION
"I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gather
and evaluate the information submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information, the information submitted
is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations."
Owner /Operator Name: Mr.
Company: Milestone Partners
Title:
Signature:
Date:
Mr. L.J. Lopez
Milestone Partners
3002 n1 St NE
Charlottesville, VA 22902
434.245.5803
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stormwater
pollution prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
1, (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
construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans
and all other documents required by the permit.
_ (name of person or position)
_ (company)
_ (address)
_ (city, state, zip)
_ (phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation as set
forth in the Construction General Permit (CGP), and that the designee above meets the definition of a
"duly authorized representative ".
Operator Name: Mr. L.J.
Company: Milestone Partners
Title:
Signature:
Date:
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 11. General permit copy
(Provide a copy of the construction general permit, 9VAC25 -880)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
• �f
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Y�
0011 MONWE LTH of VIRGINIA
DEPARTMENT OF ENYIRomvENT L 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
Stonnwater Management Act and regulations adopted pursuant thereto, operators of construction
activities are authorized to discharge to surface waters within the boundaries of the Commonwealth of
Virginia, except those specifically named in State Water Control Board regulations that prohibit such
discharges.
The authorized discharge shall be in accordance with this cover page, Part I - Discharge Authorization
and Special Conditions, Part 11 - Stormwater Pollution Prevention Plan, and Part III - Conditions
Applicable to All VPDES Permits as set forth herein.
General Permit No.: VAR10
Page 1 of 21
PART
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit
I. 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 1 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 )1303(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 2of21
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 manufacturers 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 One 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
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 Il 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
all such discharges comply with all applicable state and VPDES permit requirements.
General Permit No.: VARiO
Page 3 of 21
D. Prohibition of nonstormwater discharges. Except as provided in Parts 1 A 2, 1 C. and I E, all discharges
covered by this general permit shall be composed entirely of stormwater associated with construction
activities. All other discharges including the following are prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing compounds,
and other construction materials;
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:
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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 i 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 III K of this general permit.
G. Water quality protection.
1. The operator must select, install, implement and maintain control measures as identified in the
SW PPP 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 11 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.
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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 (BNIP) programs otherwise required for the
facility provided that the incorporated plan meets or exceeds the SWPPP requirements of Part 11 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;
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(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 Hsu of a
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 Q) 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
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(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 stomiwater 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);
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(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,
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 tern 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 1 B
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6. Qualified personnel. The name, phone number, and qualifications of the qualified personnel
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 operators 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. The operator 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 11 F.
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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 1 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 authoft 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.
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 qualfied personnel identified by the operator in the SWPPP. The operator
is responsible for insuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
a. Inspections shall be conducted at a frequency of:
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(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-
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 sift 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;
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(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
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(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;
L 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 11 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.
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PART 111
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;
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.
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3. If the operator monitors any pollutant specfcally 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 fumish, within a reasonable time, any information which
the board may request to determine whether cause exists for modifying, revolting 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 fumish, 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 Stornwater Management Act The operator shall
also fumish 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 § 62-1-44.3419 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.: VAR1t?
Page 16 of 21
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 111 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.
1. 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:
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 Ill I 1 or 2 in writing
as part of the SWPPP. The reports shall contain the information listed in Part 11112.
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 21
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 III K 1 or by a
duly authorized representative of that person. A person is a duly authorized representative only if:
a. The authorization is made in writing by a person described in Part III K 1;
b. The authorization specifies either an individual or a position having responsibility for the overall
operation of the regulated facility or activity such as the position of plant manager, operator of a
well or a well field, superintendent, position of equivalent responsibility, or an individual or position
having overall responsibility for environmental matters for the operator. (A duly authorized
General Permit No.: VAR10
Page 18 of 21
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. Certrf'ication. Any person signing a document under Part III K 1 or 2 shall make the following
certification:
"I certify under penalty of law that 1 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 pen-nit has not yet been
modified to incorporate the requirement.
rvi. 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 'Plater Act. Except
as provided in general permit conditions on "bypassing" (Part Ili 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.
General Permit No.: VAR10
Page 19 of 21
Q. Proper operation and maintenance. The operator shall at all times properly operate and maintain all
facilities and systems of treatment and control (and related appurtenances), which are installed or used
by the operator to achieve compliance with the conditions of this general permit. Proper operation and
maintenance also includes effective plant performance, adequate funding, adequate staffing, and
adequate laboratory and process controls, including appropriate quality assurance procedures. This
provision requires the operation of back -up or auxiliary facilities or similar systems, which are installed by
the operator only when the operation is necessary to achieve compliance with the conditions of this
general permit.
R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or
management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such
materials from entering surface waters and in compliance with all applicable state and federal laws and
regulations.
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 ill 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 shalt submit notice of an unanticipated bypass as required in
Part 1111.
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 21
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 1111; 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.
General Permit No.: VAR10
Page 21 of 21
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 lability 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.
i
Section 12. Inspection logs
(Provide templates for your inspections. Requirements are listed in 9VAC25- 880 -70, Part II, section B
and F.)
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CORRECTIVE ACTIONS
Documentation of any corrective actions taken must be noted and retained with the
SWPPP as required by the General VPDES Permit for Discharges of Stormwater
from Constriction Activities. The operator shall implement corrective actions
according to Part lY G of the Permit.
CORRECTIVE ACTION LOG
Corrective Action Description of Corrective Action
Date
Responsible Party
Responsible Party
Responsible Party
Responsible Party
II certify under penalty of Yaw that J Have read and understand
this document in accordance with the General VPDES Pefmit
far Discharges of Stormwater from Construction Activities. l am
aware that there are signfltcant penalties for subrmOng falsa
inforrnadon, including the possibility of fine and imprisonnvnt for
knowing vioWons."
or