HomeMy WebLinkAboutWPO202100033 VSMP - SWPPP 2022-09-26of At,A,.tJ
COUNTY OF ALBEMARLE
z
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
-
Tel. (434) 296-5832 • Fax (434) 972-4126
Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Project Name: Troxell Poultry House
Address:
7369 Dyers Mill Lane
Scottsville, VA 24590
Prepared by:
Name: Blackwell Engineering
Name:
Prepared for:
SWPPP Preparation Date: 5/19/22
Amended 9/23/22
(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 (S WPPP) Albemarle County
Section 1. Registration statement
(Provide a signed completed copy of the DEQ registration statement)
Rev 11/2020 PAGE 3 1 6
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT#:
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #:
CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: 116 ❑ IIC ❑
REGISTRATION STATEMENT 2019
Application type. N NEW PERMIT ISSUANCE
(CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE
❑ MODIFICATION WITHOUT ACREAGE INCREASE
❑ EXISTING PERMIT RE -ISSUANCE
Section I. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have
operational control over construction activities to ensure compliance with the general permit. A person with
signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit).
Operator Name:
ittenhouse Excavating
Contact person:ravis
Rittenhouse
Address:
Suncrest Dr.
City, State and Zip Code:cottsvilleVA`24590
1631
Phone Number:34-981-2124
Primary and CC Email:rittenhouse@embargmaii.com
B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES
and include a valid email. May we transmit correspondence electronically? YES N NO ❑
Section IL Construction Activity Information.
A. Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land
disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site.
B. Project site location information.
Construction Activity Name:
Troxell Poultry House
Address:
7369 Dyers Mill Lane
City and/or County and Zip Code:
Scottsville 24590
Construction Activity Entrance Location
(description, street address and/or
latitude/longitude in decimal degrees):
N37.836743, W78.546513
Latitude and Longitude
(6-digit, decimal degrees format):
N37.832115°',78.553514"
C. Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest
one -hundredth of an acre.
Total land area of development (include entire area to be
disturbed as approved in the Stormwater Management Plan):
8.51
Primary estimated area to be disturbed (include portions with
Erosion and Sediment Control Plan approval only):
8.51
Off -site estimated area to be disturbed (if applicable):
/A
D. Property Owner Status:
FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE
E. Nature of the Construction Activity Description (i.e. commercial,
industrial, residential, agricultural, environmental, utility):
gricultural - Poultry Houses
F. Municipal Separate Storm Sewer System (MS4) name(s) (if the
site is discharging to a MS4):
N/A
G. Estimated Project Dates (MM/DD/YYYY).
Start Date:
6/1/22
Completion Date:
6/1/23
H. Is this construction activity part of a larger common plan of
development or sale?
YES ❑ NON
Rev 11/2020 PAGE 1 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page.
HUC
NAME(S) OF RECEIVING WATERBODY
20802031103
Middle James- Buffalo
Section Ill. Off -site Support Activity Location Information.
List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional
areas on a separate page.
Off -site Activity Name:
/A
Address:
City or County:
Off -site Activity Entrance Location (description, street
address and/or latitude/longitude in decimal degrees):
Latitude and Longitude (6-digit, decimal degrees format):
Is this off -site activity an excavated material disposal
area?
YES ❑ NO ❑
If this off -site activity is an excavated material disposal
area, list the contents of the excavated fill material:
Willa separate VPDES permit cover this off -site activity?
YES ❑ NO ❑
Section IV. Other Information.
A. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the
General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the
Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been
prepared.
B. Has an Erosion and Sediment Control Plan been
submitted to the VESC Authority for review?
YES ® NO ❑
Erosion and Sediment Control Plan Approval Date (for
the estimated area to be disturbed MM/DD/YYYY):
C. Has land -disturbance commenced?
YES ❑ NO
D. Annual Standards and Specifications. If this project is utilizing approved Annual Standards and Specifications
(AS&S), attached the completed AS&S Entity Form.
AS&S Entity Name (if different from the Operator
identified in Section 1):
/A
E. Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive
Annual Permit Maintenance and Permit Modification Fee invoices (if applicable).
Billing Name:
BrocTroxell
Contact Name:
roc Troxell
Address:
369 Dyers Mill Lane
City, State and Zip Code:
cottsville, VA 24590
Phone Number:
70-412-0364
Primary and CC Email
roxellfamus@gmail.com
Rev 11/2020 PAGE 2 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
ri i i ����i i ire ■ • r •
Section V. Certification. A person representing the operator as identified in Section 1. A. and meeting the requirementsof
9VAC25-m88010. Pert II[. K must physically sign this certification. A typed signature is not acceptable. Please note that
operator is defined in 9VAC25m*87040 as follows:
"Openator"means the owner or operator of any focility or activity subject to the Act and this chapter. In the context o}'stormwater
associated with a large or small construction activity, operator means any person associated wi
�h P construction project that meets
either of the following two criteria: N the person has direct opemrtional control over construction plans and specifications,, including
the ability to make modifitat
ions to those plans and spec��ications or (H) the person has day-to-day operational contral o, f those
activities at a project that are necessary to ensure compliance with a storm water pollution prevention plan for the site orother state
permit or VSMP authority permit conditions (Le,,., they are authorized to direct workers at a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit conditions). In the context of storm water discharges from
Municipal Separate Sturm Sewer Sysi-ems (MS4s), operator means the operator of the regulated M54 system.,
9VAC25-SW70,, Part Ill. K. Signatory Requirements, registration S ent 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 d president, secretary treasurer.. or vice-president of the comoration in charge of a princiDal business function or
� I • I I /
any other person who performs similar policy► making ordecision-making functions for the corporation; or (h) 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 facifity including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing ocher comprehensive measures to assure long-term
compliance with environmental lows and regulations; the manager can ensure that the necessary systems are established or
actions token 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 o partnership or safe proprietorship: by a general partner or the proprietor, respectively; or
t. For amunicipaiity, state, federal. or other public agency: by either a principal executive officer or ranking elected offieiaf.
t'
For purposes of this chapter, a principal executive officer of a public agency includes: (ij the chief executive afficer of the
agency or (H) a senior executive officer having responsibilityfor the overall operations of a principal geographic unit of the
agency.
Cerfificabont., "! 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: � am k S �—� • � � ���o v
Signature (*Med inI*nk):
Date Signed: k a
Section VI. Su Ittal Instructions., Submit this form to the VSMP Authority. if the localityis the VSMP Authority, please
send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP
Authorames is available here: VSMP Authorities.
If DE
is the VSMP Authori0
please send to:
If the localim
is the VSMP Author
please send to:
Department of Environmental Quality The Local VSMP AuthorMf..insert address below
Office of Stormwater Management Suite 1400 Albemarle County, VA
PO Box 1105 401 McIntire Road Charlottesville,
Richmond VA 23218 VA 22902 434=2434929
4*
canstruction�acp dea.virainia.i!ov
Rev 11/2020 PAGE 3 16
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)
Rev 11/2020 PAGE 4 1 6
Section 3. Nature of activity
(Provide a detailed narrative of the construction activities. Include or reference a construction schedule and
sequence. Include any phasing.)
Erosion sediment control measure to be installed first. Grading of building pad to proceed once
measures are in place and stabilized with seed/mulch. Road to be graveled, and open areas to be
seeded once grading allows. Construction of buildings to commence. Esc measures to be removed and
seeded once county administrator allows.
Rev 11/2020 PAGE 5 1 6
Section 4. Erosion and Sediment Control Plan.
(Provide a reduced, I I Y17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.)
Rev 11/2020 PAGE 6 1 6
F
r
V j I
I
1 /
I �
\ I
I I \\ \TIC
POND OUTLET DITCH PLAN
CHANNEL 6'TIGM
IN G Mom
s<fR pW,�F
��OPf 5✓'
ILY
TYPICAL DITCH SECTION FOR
PROPOSED POND OUTFALL
Fxra
n...U.I NATE
SUSPE RATIO
OFFS.WIOTX
BOiION
TER
SLOPE
RICH!
SLOPE
1 SUCH
OP EM
10 YR.
DEPTH
1 YR
L FPS
SLOPE
LINER
A
0,
5:1
5:T
1'
0:6
P.5
I .HR
,, .$
N
10
J:1
11
1ST
1.1
J.6
11./R
TRE4mENT 1
(JUTE M6X
C
10'
J:I
3:1
2�
I.V
2.6
AM
OR EQUI
UMN DEPTH IS MINIMUM DEPTH OF CONSTRUCTED DITCH. COMRVLTOR
TO M MTAN MINIMUM DUTCH CROSS-SEOHON AS SHOWN THROUGH
ExlexuG SMUE.
TRY mmR i11.)
I /
IIII
I
�. ur PRm ON
—IIUS-
THlcuxEfis=1
-� Iv cuLVFRTS ,fOR FARM EWI B!T alNssINa
x q
( / / / 20' — 2.CEI HYPER
I
v� VIt < r // mewsrtwR olTex
I -1 Avemx as'oF PIPES
/
THICAME / -t % I 1 11 � IxIF! ROT�MIaxl / / qI 1 j / /I
ao.e' I ,�� / /
/' l I I I 1 NS I af, / L /�
— vNc % 0
OUTLET .PR —I... / A' l
���1XX,,,lyyy``` g9 C I� d w
,w al�nm 1' I / r / / / / /
r / / _ _ i 3 a
"L e -� l l I I / / / I l l / / / / /� U a
ZT #1 (UCMISTRFAN NEW) I / / /// _ _ W / — i it0/ W mo p / /(// I // / / / / / / / / / / / i ~ SO W J a
/ / / 1 / r7 �x�>
CMRSE AMxEWTEp/j�
TL� zl z:I / - / / / / /l l l l l l l / / // / // // / H 0 � SSO O
ROCK CHECK DAM , /� // m
/ /'/�� _ J / I / I / / / / i w
/
TH-
O ro 00
z r n m
CL
/ I
1\ 11 A V 1v 1 1 1 i // // // // i i // i i i // i i % �� •' �� vv 1 I � I i I l j I I I I j / v i
I I i I r l l I l
vA A A II 11 r
/ I l l l l / � �� / _ ✓ l l l / l ' / / / / i / / / / _ / I I A
� r
�i —�RAPHIC�SC�LE
IDo•
�� / / / f / I \ / / / Job No. 2808 1�39'_--.
I � —
MINIMUM STANDARDS �,. �••A _t✓\ III DOW: 3/21/21
1. Permonent or temporary eon Mobilixa6on *Ml be oppree to eanaeee are¢ count even aoye orb. Nnm SArv0BAG5 �\
lee la reacted an any portion NI the I. Tempamn sag Naal'natian snot be a Ilea rvnnW down days to O o 100
pt NDEAUS „weaned am,, Math may not Foal group but ,It nmuln comment far linage. loan la rote P<rmanwt a A Scale: AS NOTED
a .xgnn ant app6eJ to arm. nn a left adman ar men n one yB O ID MIL PLASIIc
2. During construction of the project, wit stock piles and borrow areas moll be stobilixee o! pmbcletl point S Gful uXING
3a. m /\ n smE �ryTR
xdemeM cropping flu dow. The appliwM is reap. me for Me tmRmry 1Uw of sod pem.nent / X- 1 - Deai E b : NHK
Nation of sll poll tlxFOws on ails oe well ae blame arena ono eoll 1Mengonolly tmRorW /ram Me L PIPE Ou11ET TO g M. 10' MIN O 53LPE (M) S 9ne Y
protect ¢Ib. AD. LaRH x0 E%G 1 4' % 4" 1RENCN
UPSLCPE OF SrME11NE. OPENED SHANNR }' MI
J. A Permanent w9ekt^vl cover moll be eNoblieM1etl m senus� arena not alnerviae permoneMly Mbil¢ed - ATTACH FENCE MATERIAL O CRWVIH. IS LURING NMUNG DIOWfI by: BWN
Permanent regHat t be m e t I' a until q is ocM1evea that s unLorm, p1AX VILy AMID EXTEND INTO AND MUCK, THE LOW R OF A
ma ore enough b MLNC A]LTOM OF 1REHLH. SLOPL IRREGVVMIIES IN .11E
- eACKFlLL AND rok1PACT O soli BuRFACE GTCH RarvwATER Checked b NHH
9. Setl men\ Mmm e there. Por br eke d' M boa' d MM1 intended b imp IXCAVAIEO mIL SECTION A IJ1D PRONLE SOME COJERAL£ Y
xameM atoll be bu !nl leap y I d al A g ly M al be made functional pp d .. A OF LINE FERIIIIZER. AND SEED.
motors upalope ea d rM place .. .
5 SWblxal on me M1 II be applied \o ..In. Nrvclures .h ae farm. elkee and envnone OK ". ryO�e. PLAN
mmeaably area. easki I.S. - 1. ACTUAL mcATON DETERMINED IN FOLD GROOVING SLOPES
SECTION A -A 1� 2. THE CONCRETE WASHOUT SThLCNRES SHALL BE MAINTAINED MEN THE A'>S
iwpa and pediment Maine atoll me twignff end co-c ucted lard open the last dmlnim, are - E F IIWIO AHD/cR SOLID REACHES )SA OF THE STRUCTURES CAPACITY.
to Be;;,adby he Lop or Eosin. - I- 3 PoNCRET: WASHOUT STRUCTURE NEEDS TO BE PEARLY MARKED MITI SIGN
a. Tee minimum nomge capacity of a mail Lp ¢non Be Ix obit ame per bare a promo. am. and WASHOUT STRUCTURE 1.C. I bi
i < imp .ball any <,ntml all anon I® the, Mrs area. FILTER CLmH KLY IN 6 -9•
. Sunni mnaff Tram themM arena Mot a comprlard of Now from dmlwge arena greater the, 0r equal RECOMMENDED FOR b•1fi A' m e
b wrye acres small be controlled o a Moral Mein. The mini M«pea copcimy e a sarmwt Man EIRIE PERIMETER SILT FENCE W
enrol M 134 cubic YoMa Per sae I aromoge on. The outMn ryNem shall. M mum, moiman the
nmkwra rmeqny, m me pool during a p5-yeanem,m of 24-1our aurmiap. IF...H ...mast, loop In SHEET FLOW PROTECTION
ob
mane caw mint, , a carxp.M to a fire . , small .r min. wry diary, wpel< e.mt w b me PIPE OUTLET CONDITIONS i
xdmeM has, ip 'alk"d. r ATg. MS FLOYI� 25' c
). Cu\ and fill elopes atoll M deed and cen¢LuMed in o manner that will minimise etoeien. SIOPo¢ met `m„w
are ,bond to M emdinre ea: mho ly xUrn one = / pa .rent slabiNaimn shall be prowled with m1itiowl IXCAYAI fi SOIL -
slope pool meow s until problem I ctea. rev LEA GET SOIL � r `Un
-
34 WIDE n 1T NGX 24 WIOE r 12' OEFP L u j on s
a Concentrated ruaH shall not nee down cut or fill slope¢ ante.s contained awn an adequate bmporoay ar PROPOSED DRIVE e a
pmnm.M an .... l name or .laps dint sWawre. � 0, W E%CAVATE FOR m_
SECTION stops Rs`pPF' SEOIMI a =o
9 Whenever xmw proper from a ,aP• face adequate card, or antm pMMmn ma be proodauLEGEND ,RAPPING ILTER IASs I U � a R m
•Y5'6 GEST /}. {J5). 5. 58 OR {SJ COME EABPoC RIPRAP
lo. ul Nato eerver inlets that at. mWe operable during conMtucton enbu M protected ¢o that IXISTwc BVa01rvc I - J' -� "L d .ED �+ S c -
IUORSESH FIG.
VLE SIvs PENCE IX C •a o
xaimal lodm art we ....M enter the mmryonce aplem xiRh,,t firm Ming filtered or otenm trebled to m E
remove �ImeM PgOPOSEO MCI
110gsE5H0E' MEN HIGH VFL.L OE
PPoPos2o Rao/wP TYPICAL DITCH SECTION raw Is ExPECTEo
n BNare I a mamumm nemabo wae.aNa. man..I. «Ape. are mode ep.Mmh eaaq.I omen Eyl ROM _- - - ors DIVERSION CULVERT INLET PROTECTION STONE
pratesw a,a any repo ou temporary or w.ma,wt mannN I,ng enmu be xmba n mint ice mrwwnk. - - -
cMn,< era remymg m.,nel. --.- ..L up. pDPEgrc uxE `J'. = 9 - '=J. - Ary'S COMBINATION
I2. When work m a live wolxwurta is pedomna, pnamfor¢ shall M tauso to minimize epawonmant 0 GRLVEL taIX eFSE AccRECATE, OMPAcr sue -GRADE TO ry3g
eoMlol meimem transport bad Antonio my work a.. m the gtomeet al paarom oar., coneimeta" COPC'. nRFA A' OF M11 claw- sA PROCrOR DFNsm
Paramaribo material stall M used far the mnnmction o/ wuxrvaya find witerdoms EanMn /ill mq M ® ® RENSION SYMD]IS
use for Dow, atm,Wrea X armomN by maeredae cover mWerlola. N.
_ __ EXISTING c URS SEgMEXf BASIN ro REMAIN IN PUCE UNTIL SIDE Is COMPLETED AND smsw2ED. DRY POND/SEDIIAENi BASIN EARTHEN DAM NOTES:
13. When a live wolemoume must M crossed m cwntnNlan whfclee more than term in any Ba-meow -1tl0 AFTER APPROVAL FROM COEEY EdtSC MMINSTRATORB SMIMFM BASIN TO BE RIP OE OW - 499.0 I) TO COMELY WITH M.
parks, a \empomry vdiicular Hamm .-courg nnrvctea of nanmadiae mmenvl atoll be prwidea. - PROPOSED CONTOURS COXVFAIEO O ORY POND. DEWAIFRIXG ELBOW TO E REMOVED BUT 6 ORIFlC DMON HIGH WATER 498.1 2i CV! OFF ,BENCH FOR ENTIRE LENGIX OF DAM
14. At PROPOSED/E% DITCH OR SYNL TO REMAIN. EIeERGFNCY SPILLWAY cRFSf = fen,TRUNE To BE EXCANATED 4' RUDE AND
applicable lMerol, amp end local requlnmeMa peXelning m venting In or cmaaing live xMerteurxa • xv� lost. pK SPILLWAY CISST = Fund DEEPINTOIMPERVIOUS MATERAL. SIDE SLOPES 3
hall No met i 28.5 PV PROPOSED SPOT pEVATON OWNER WILL BE RESPoNSIBIE FOR LONG TERM MVMENNILE FQOUIREv. OF DEWATERING UR PO INVERT 934 TO BE 1:l. AND CWPACTED.
ME BASIN. RUSH AND SEDIMENT BUIIDUP MI NEED TO BE REMMO. YEGEIATON CIGNON ELEVATON (SB) = .1.1 3 LNM COMPACTION TO BE 95A OF avoll CD
DwuxAGE FLDw BOROM (DRr lob se ) 15. The bed and boob a(a wmertouae aM1oll M MGIizM immMhy offer xmrk in Me wateaoune is WILL NEED lO BE TRIMYEO PERIOOIGVLY. / ) 490A ORY OENSIIY .mp<ted. ® cOxsrRumlOx Ram srABlll]AMDx (3.C3) (I) Arvn SEEP musRs a5'x4s' b5421.125'
SILT fENSE 3.0.5( ) ANT-MRIIX ,RASH N.CK 16.UMegrcune Willy Ilnee eholl pea inetalleJ In ctwMance wive we lolowinq eloneoN¢ in addition to alto. MNNTNN Ai IFASi 1e" OF+appnwm eDan $U.S OMw DILEr PgolErnOx (3oJJ FASIE OE (SEE DETAIL sHEEr 4) cWER oYEq culvERTx0more Mon SLU eel bear n m trenc+ m e apex. of one time. M 3:1 SSE SLOPES OP Zb. Exmented ver sml atoll photo sh aide of seed t. CULVERT Ixl£T E RION DIE (3�) DEWATERING ORIFlCE B" NATURAL .CUB WHERE a. E., .1t from and ralnq eperallenz cM1 bend braor i., a an approved ¢a meant tr-1. VLYEM FLIX19£ TIRING � 7 MPVVBLEa for ear Mw, and dachsgee i•. v 'nnnner Invl Joe¢ n oavenery affect Ilowirp nmm¢ o! ell -sib ® IEMPOMRy DIVERSILN DIKE (}.09) REMGVE eW flUa 1p[f WX prim,, ,l uaM /or Mck'llag tr<ncnee shal n< pmoody compctea in order to m,nimlss aoaon antl promote SB TEMPORARY BEDIMFNT BASIN (3.14) --- _ - - VNE To BE WHEH O BUT GNG TO I POND rRF£BO°R B' COMPACT SOIL iO 95R OO. pROTECTON (J.i.) L9ER
a.a Rmlabilizotg shall be aacomplimbee 'n La-ma,ae .,In this chapter. SURFACE ROUGHEN L Go 1. SMEM- BY STORAGE 494,
(. Applicable ¢only requirement ,n.n M a.-Pvad wgh. Ixc (3.19) GRAVEL- Flu OF Elsoc rv: 406.1' (a5 YOU)
o topsDlOUG (s3O)
17
Wize Ito transport el sediment aby vehica utenc trucking pwM or pubec .woes provh m stroll in nwde [o O w ED AMIFlLE IM BE ' y TIP OF BERMw49B.0'
M1e a cant. a wWcl axe a routes ortheronto of povae be Ilea d Rayburn,¢torment is TEMPORARY 5F£OING (311) DRILLED AMID SEDIMENT $ Patera M'T SEEP COLOR
LanePor\ea onto a pwetl be rums moo m thee, we rood euXxe Mral be cleared \Mwe end e! TO BE UNGNEO To `$. WLT nOMGE-49J.4 A SIACEMENi: Revision ER[es
r O PERMWEM SEEDING (3.3z) uDnSlANC�WIS 5' 4J5 tt13) 30'0 z5 iRCM RSEE tL0 YR WSEL-496.1'
exM1 tlay, ly"dosadmn\ atoll Over
remmvM from Me noose by enter
or axaeping ors tan thhe an \o k xdimenl Y Po (ING AT 4 i0 HERE 1 SU ERE SEE DERML SHEEP 4 - J/fi/21 PER CO
cwtrol man ore.. Sf,d wamrng small M alkraea only mhr aeaior la remov<a In Mls manner. Thls O MULCHING (3J5) DR! PoNO (IHJ AT 490) BIER LVLYER! ( ) 495 J'
pwNaian atoll appy to IndMdual dewkpment kd as well as m laryer land-dlXurbing a<DH4x. TGWAFD IA SLOPE MIN- -
® BOIL SIGH ourceL(UfN BLW KE5 ANO MATTING (3.}g) EMBANKMENT
\ - 8 12 zl PER CO.
IB. All tmporoy erosion and xrdl move wrest measure¢ moll be remount wrmn JO dap one. Wool aIt O DUST COMROL(3.39) - 9 3 21 PER CO.
aNnMty.ambirsomo)r. ppM mermaid anr An- After the dratne tlrtumM milam ...pone nreulting Lam tM dopcieon ofn=paroarl ry an-..- 4'vil CONCRETE ANCHOR INV OUT - 4B3 yry S 19/22 PER CO.
shall M mono ntr ¢labe.zee tor proem fuMx emeicn one xeimentxon. � � � DISTI ARU COMPACTED SOL I I I �
19. Prepem® dad summers downstream win dwelpmant.i.. elan be pmtamee fain waim.m aepaimm�. NUMBERS IN PATQN MM REFER To VESLH MEASURES GRAVEL CULVERT INLET TEMPORARY SEDIMENT BASIN
ant ....g< nx W a , In .,1.<a .imayxand auk New rots „ standards old morn Grow ns DOWN MEASURES TO BE ADDED As NEEDED AS PROTECTION PERMANENT DETENTION POND EMERGENCY SPILLWAY
..bmEoneal ......
one yrestuisnf Voj .met Incorporable natural natural morel dmign concepts arc Not mail
DETERMINED Br THE COUNTY INSPECTOR aaal Arm A.P. Nrs
aMpele and eMll be emmpt from any film Mo eapadly one velocity requlremeM¢ he Natural or man-made
cMwe.:
a CoxmLatea ADw,o mar leaving o Mwbpment are III be `ialmr,a chiral into on Mpuate \ -
nNuml or mop -made remMng channel, pipe or ¢icrm r ry¢bm. or those ones whom runoffis - 'l `es0�.y
decreased rob a pipe or Pipe sre . aewnebeam nobilfy analyses a the ommn o ever Pipe rip. system �� ` vial'T
.1.II M wnamore. mann<„ ESC PLAN TMw Lre9• _ `�
b. Aapu.cr more hMw<t nna pepth ,net M added m tM s W the
`�, • \ i -
flop Tie opplmoto anal) the chetrob that the total ... AT
dam je \Fe point of erglyaia wiibin too tbonnN is 'WW ` ' \ __-----
� iHILRCIE55�L4 OR �-'' ,�----- _-'' _-�� \
(2)(a) N grtaler than \M1e tZforng drainage Dusk of Ire project in oral In', or \ \I - - \� -
(z) (or xabml manbelM .eel M walyxM ear w. use n a bo-var nor. m ¢any, that .twmwa.r vent not _ \ �� _ _ _ �, _ _ _ _ � _ _ _ _ _ �= = _
Up At roann.I pock. oar kmux awia. co consul
M,Iv: Sn� _
MMAn rmannor ccre\rvove mantsmacro card toy ¢net M onarma by the um a o IF,Nve norm to wa, �� T� \ �`\--------------- - sF N
t etotmwbr et rem amr\opmi .Mob one Ey wa us cl t ..-year etman to aemonstM. that _ _ .
.lormxels dill rem awe emo al hall be
Ms ze pooh: art
g met fine storm eewx systems ¢tint a enmrma by me use or b eC-yeoa norm b venry that 1 - ------ �, 1 w
xormxalw a M l pervid within Me pipe or p¢lem. \ \ �� ' ` \ , = i m
c. / e,Lgrq nmual ateieing mmwN. ar pm'su.h mnetrudea m,-m.ae mwnele ar pip® kre rev - _ `\, _ _ ` fry
aepah, he .ppnmM sm.LL _ T T _ - - _ W o g
„1) Impme. the channels a a tonmtien rvhere a 10-ymr ¢tom will not overtop me Lanka and o fwoyreor � � � � i\ T ��,_ _ - � w=o.5•
II nD\ coax �Mion to Me noel. Me boa, or ire Mnka: -
(z) Improve the
ripe or of, eY¢bm to a =enenion wnerc me 10-ywr ewrm M watalnee wnnin one _ W=B,23 I } w
Opludemersom
ODoaelp a lib Mpgn that wI notboom ice pre-awelopmem peok ruroff ,am from o wo-ywr ¢icrym r o
il when runoff cemllM Inc o nmbrol tMpel or will not cause the pry-dmspa xt peak rep F r - - - _ i / d'
b from a 10-your nm.n to rem a whe, anon ammM mW m m -made channel: aQ k Y A _ _ _ i' wT4 I I I H Of w
((4) Prove a come v I proeemxL nomenter consul or ether measures wryeh'. T v / ( I a U w
t¢mamn to me VESCP t t pmmnt downseam erwon \ V A 1. /
a. me apprmM.b n L a m pinned a, to make the m rowmmm
< uI myd.a Dgc a r . D< vlebag wattled cnonaterial .ad the ulnmet< \ \ I% \ y -f I�
lookpe p, acne - Palen AV V �� A' Up N
I. II we oppl vent that tudm 1I Thum
Fishcn he anall Mmn aolanna Iron we \ SO O
VESCP of o Aan I tine seteMan tac lXro¢ The plan mall M bM the nlemmnm \�! j
reqursmen6earth on rvponpma far xd�o�p the mdnt... af, be Ji \_V \ ,( M N
g Do"all from "'y be acnargM to a g chorm and exrgy da Pat -..mall \ \� \ a _ OU E,
psme at we cull t c tat. a¢ netmeary to p2Mde a ¢mE me Lan¢nwn Isom the mcility \ _ _
t. e1. remMrg c STOIPtPILE WO O \\\\.-t ~
n ul an .h rna t be varFM W b. keavu.h
1. Increased wlumx of enxt its- Mat mot ca,- shol or wi imwtaUan w MlexM prpeM Moll for
_
1
� I T
a 1, many, m P prom a and et lab mane e u Mxs ar m p d.bnrpn uce
LLI
floome
min, individual lose a,
,awbal aaveloPm ( q PrwesIs turbulent PPoMgpseparatega oNpm.m groi.ct mnem M. aw.lprxm. I 1'..r - _ -_ _ _��_as _
nuvere t commerc al or ' / a:¢v .__ __ scc:. - -- "� r�}� _ A STAGIRNGx& PO/nt
.p a xnDle anal 11 M p cot arse, nrMn Ml reIIM Me
k \ - i0 BE AREA
ONCE
AS
k�AI lea¢ re. u¢ d annular
tri 1 y¢ ¢ha Memployed manner which mnmms I / - -PRELUMNARY GRADINGG ISMCOMPIETE
Impacts one\he pny¢sal c amral and besgll Integral of rvem mama and either eaten of the stale. / -
plan a proved 'x to my 1. 2014. Out wide. or elormwale, m... comfort that kddm,m km /mx
ratep.aly pans wsaly requirements me around ha -or a .nxt ,non all* he no min Oily
Wm'and wq rof requirements for natural o man-made ade chumnas rnthe ponicw am di PFed o Pora o'm the - -
wpm wlume Ana b leax it a eau antl an relwee a hour me
_ _
<ppectea nerfa ll Multi from iM ... year. 24-Mar rev: ant (ir) reduce Me allowable peak /M rote 1 - - - _ _ _ _
naulOff from the 1.5, 2, and 10-year, 24-tom slmma b e level Ilat H lead <Fan ear pope to Ne peak _ _ _ _ _
now rob from the site owuminq r was In a goods Icnebd wrrdltoy, achiewa through muNpllwnon of \M
fonMee Pook row Me by o redact'on Motor Out a equal W thett me from the ¢le when t was in
a'i Nepal cord\an dndea by the runoff whim, from \M ae' t proposed cal and mall be - _
<sempt from on, row rat wpsc ty and v l lty nqu w wt f i man-made shared, w defned Rxn _ _ _ - _ _ _-_ _
-v3>�z�vz � - cw - -ua x„_..: - DrSwin No.
n am/ aplan,Lopp wwd moan, wnaant lc $ 621 441554 or Ill a 1M A0. � cv_ _ _ --- _-- - _ 9
m Far Pana aAPof t pry one alter :uY 1. ion shall Ito far veto ebpeir pnn ve ANN nqu nmenfl al__
021 4s, I A e UM Acl antl this... aubwt Act M compiled by flea, of
woo water ri _ _
...art In Me Sunless ear h.nagemwt Act (®a (I) am at xq. da the Code W Nryln o) and - - - -- _
time
.egos\'a a a¢Wrb rig .Nvle¢ () are n accordance with prnmbw -S Lme
_ i- '/STAGING A PARKING AREA
Im6 an opplkobl Xy f criteria in 9VAL25 8]0 4J ar grondfaMering n BVACP5 B)O 48 W \,, - 1! ^-
ve Ymail SUomwab M grom (VSYP) Regvlabon, n which base the now role cocacty and ` STOCKoULL LOCADON
wncltr requlnm., l { g . . 5 s2 A of me Act ch. ppy, Dr (I) an vaanpt pursuant to { �' - ` _ _ - - , \ p �j
oz1441534 CJ sheAt. /' 'S '` _ --- f- \` \/
SUDrmxgplea Management ogmel Pm9Tm IVSMP)pineon RegulW'onnadode beout in revealBOAaNaffiy the 6n9«emanmthe mof ire _ ��Y '' - 'caWa �� 0f 5 Sheets
/
suMeean p..' /' _ B" _ _ �� GRAPHIC SCALE
_ -�� / ` ,, �, _�'SCA. •�so Job No. 2888
NBOARLE COUNTY
REAL PLAN GENERAL NOTICES
GENERAL CONSTRUCTED EwED
1.PRIOR M MY CONSTRUCTION WITHIN µY EXISTING RUFFLE FILM -OF -WAY, INCLUdNG CONNECTION TO ANY EXISTING BRAD. A
PERMIT SRNL BE OBTAINED FROM ME VIRGIHN DEPARTMENT OF TRANSPORTATION whim). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REET£R ME REQUIREMENTS OF ME PERMIT. WHERE MT USMR CIM OCCUR ME REQUIREMENTS OF ME PERMIT
SIN M WERN.
CALL MATEIMLS ME WAAdRLAAM MEMCDS SRALL CONEGRM CAN To CURRENT SPEGNCNS Mao SrNIWQU YW NOF F UNLESS
OTHERWISE NOTED.
,EROSION AND EDUCATIONWMMI MEASURES BULL E PROMEO IN ACCORDANCE Mind ME APPROVED EROSION CONTROL FLAN
AND SIULL BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTM.
HALL STRIPES
AND OISTUr®m AREAS µE TO E FERNJMB, SEEDED .AND MULCHED.
5 ME MM' IMUM NLOWLBE SLOPE IS 2:1 (HOMONTALAGRTICIL). WHERE REASOIUBLY OBTNWBIE. LESSER SLOPES OFSA OR
Al ACHICAMEN.
eP YEEO MEPTORM ORR STµLI RmuRE➢ WIZEN X OPTION OF THE CWMY EXCXEER, OR
DESIGNEE IT IS BEBJE➢ NECESSARY INORDERTC STABILIZE A OMIWGE CHANNEL
ME
]ALL TPPFRC CpRROL SIGNS SHAL CONFORM WRH ME MKIINN MWVPL FOR UNIFORM TRAFFIC CONTROL OENCES.
¢.LESS OMERAME IpTEO ALL CONCRETE PIPE sHML BE RRNFORCED CONCRETE ME -CLASS It.
MALL EXCAVATION MR UNDERGROUND PIPE INST ON MUST COMPLY WITH OSXP STANMRM FOR ME CONSTInI INDUSTRY
(R CM PART 1926),
1.CONSIRUCTON INSPECTION OF ALL M MSM MASS W IN ME DMIDPMENT WILL BE MADE BY ME Q' . ME CONTRA POR
THUS! NABL EY ME CEPµMEM OF COMMUNITY DEVEWPMEM (Par -Sere 98 HOURS IN ADMANCE OF ME STµi OF CONBMUCT ,
2,URCH CWPLETION OF FINE GRADING AND PREPAROTpN OF ME ROIDBEO SUBGRIDE THE CgRPACTOR SIVLL HAVE CDR MGM
PERFORMED ON ME SUBGMLE SOIL. THREE (3) COPIES OF THE TEST RESULTS SNAL BE SUBEIIEO TO THE COUNTY. IF A
SUBGPADE SOIL CBR OF 10 OR GREATER IS NOT OBTANABLE. A REVISE➢ PAVBAEM DESIGN SHALL E MADE BY AXE DESIGN
ENGINEER µe SUBM mQ WTM THE TEST RESULTS FOR AP%iW01
SSUREAVE ACCARTANCEORAINAGE BY ME COOKY, ALL CHARGE MUST DMl E mNiBMl FISENEN5�IRE TIN O BEBLIC EXTENDGED O A WAY
UNRWITAIN O THE OR A NA PERRY m
WAT EIMOUNMA T
4GLARMAL LOCATIONS ME APPROXIMATE. EXACT LENGTH. LOCATION AND M% RNTE END TRGMEMS WILL BE RICO VERIREO
AT THE TIME OF now"BUCTON. AODITK%UL GLYRDML wor BE REQUIRED AT LACCAME NOT SHOWN WHEN, IN ME ORNKKI OF
THE COUNTY ENGINEER. CR DESIGNE IT IS DEMO NECESSARY WHEN GUARDRAIL IS REQUIRED, IT MEWL BE INSTALLED FOUR IT)
MET OFSET ..
.1 ME CODE OF PAVEMENT TO ME FACE OF GWRORAL, AND ROMWAY SHOULDER WIDTHS SINLL BE INCREASED
TO SEWN (]) NO
SWHFRE URBAN CROSS SECTIONS ME INSTILID, ALL f IDEAL Damessw ENTRANCES SHALL CONFORM TO MY CACI B OR
C).
EMEM RURAL CRO55 S5 ONS ORE INSMLLED..LLL RSIOENTIAL DWVFNAY ENTRANCES SWIL CONE M m ARM ST D
PE-1.
].COMRYJIE WITH ME MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND MCH SECTIONS. AS SHOWN ON ME TYPICAL Peand M
SECTION DETN4 SHALL BE ETHICALLY ADHERED TO.
B.ROA0 PLAN APPBWAL FOR SUBOMSONS M SUBJECT TO FINAL SUBDMSION PUT VALIWTION. SHOULD ME FINAL PUT FOR MIS
9EOJALLE5 GNS OR 11F EXPIRE PRIOR m SIGNING BEGULATTLYNSMALLENICES D RECORDAMON, MENPTMVAL OF THESEE FLANS SHLL BE HELLME1C O MD. DEACES
AND ME ALSEMARE COUNTY RAND NAMING AND PROPERTYRM WNUMBERIHGEgR01NµCE µC MARUAL.
10TRNFIC CONTROL OR OMM REGULARMY SIGNS OR BARRICADES SHALL BE INSTALLED BY ME DEVELOPER WHEN, IN ME
OPINION OF ME COUNTY ENGINEER. OR DSIWEE THEY ARE DEEMED NECESSARY IN ORDER To FBI SAE AND CONVENIENT
ACCESS.
11.THE SPEED UM15 TC BE POSTED ON SPEED LIMIT SIGNS PPE 5 MPH BELOW ME DESIGN SPEED, UP AS DETERMINED By Von
FOR PUBUC RCAOS.
12.RDOT STANDARD Co-1 OR CO-2 CROSE-GRANS UNDER TO BE NERALLED UNDER ME SUBBASE WTERW AT ALL C1R ARM RLL
TRO lI ONS AND GRADE SAG PoIXS AS SHOWN ON THE BOaG nYA %MRLS.
Iry NR
REQUIRED FOR R CULENTS TINT ARE DE
OR COUNTY INSPECTIONS MENOED INSPECTIDNSHALL BECONDUCTED IN ALCMDANE WITH WJTS LADED CAMERA INSPECTION
PROCEDURE MY WITH A VOm OR COUNTY INSPECTOR PRESENT.
1.ME PLAN APpR NG A HORRY MUST BE NOTIFIED ONE WEEK PRIOR TO ME PRE -CONSTRUCTION CONFERENCE ONE WEEK
PRIOR To ME COMMENCEMENT OF LAND DISTURBING Affairs, AND ONE AREA Pars TO ME nI INSPECTION.
CALL EROSION AND SEDIMENT WNIRo. MEASURES WILL BE CONMIRV D AND MPIMNNLD ACCORDING M MINIMUM SrµNAOS
AND SPMIIRGTKNS OF ME NRGINU Reasons AND SEOIMEM CONTROL WNDEOK AND VIRGINIA REGUUTONE VR 625-02-00
EROSION AND SMIMFM CONTI REGULATIONS.
Earn ERGSIdi MIT
SEDIMENT CONTROL MEASURES µE ITBE PLACED PRIOR TOV OR AS ME MET ATIN CLEARING.
HA wPY OF ME APPROVER UOSYJX AND SEDIMENT CONTROL PUN SHALL BE AGANTMND) ON ME SALE AT ALL TIMES.
SANDY To COMMENCING LAND DISMRIENG IbTM EB IN AREAS OTHER Ross INDICATED ON THESE PUNS (INCLUDING. BUT NOT
UMEO TO OFF-Sof BORROW OR WASTE AREAS), ME CONIW,CTCR SHALL CUBMR A SUPPEMENTµY ERDSICN CCH M PLAN TO
THE OWNER FOR RENEM AND APPROVAL BY ME PLAN AP LING MH110Rn .
A THE CONTRACTOR IS RESPONSIBLE FOR INBFAHATION BY µY ADDITIONAL EROSON CONIBOL MEASURES NECESSAY TO PRE\THT
ERDSIox AND smIMENTAnOH AS DETERMINED E ME PFMI APPaOWxc AlmaRm.
ALL DISTURBED MEANS ME TO GRAIN TO APPROVED SMME1n CON R L MEASURES AT ALL LWAS WMNG WJo DISTURBING
ACIMTIEs AND WNW SIZE DEVELOPMENT UNTIL nW1 SMBLIGANDN Is ACHIEVED.
..DURING DEW MNG OPERATIONS, WATER WILL BE PUMEO INTO AN APPROVED ALTERING DEVICE
AME CONTIGLTOR MEWL INSPECT ALL EM,SION CONTROL MFA4UfL5 PERIODIGILY AND AFTER EACH RUNOFF -PRODUCING RMNFNL
EVFM. µY NECESSARY REPMRs ON CLEANUP TO NAIMMN ME EFFECTMN65 OF ME EROSION CONTROL NAMES SHALL BE MADE
SHALL BE INERT MATERIALS ONLY, FREE OF
:CWMED WNXIN ] US OF COMPLETION MEN ZONING ORDINANCE SECTON 5.128.
NED IN CCMPLLWCE WILD SECTION 13-301 OF THE CODE OF ALBEMARLE.
NG INOUSIRW-TYPE POWER EQUIPMENT SHAL BE LIMNED TO ME HOURS OF ]:0]AA
BE CONDUCTED IN A RARE WNM MAN M�NS UIERM SUMMER,, OR ORDER TO
MANAGE TO ADJACENT LAND AND IMPROv9a . AND DMVGE TO ANY PUBW STREET
OR CONVERT TO PERMANENT STORMWATER
REOUI ED BY MIs PUN RECN9 E ME SAE
AND MULLHING. SEEDING IS m BE AT 75 F /ABRE, µ0 IN THE
MIX OF ANNUAL MEGEASE AND CEREAL WINTER YCE, OR IN MARCH
AUGUST TD CON55r OF GERMAN MILLR. OEM MULCH IS TO BE
TO BE AFPLIED AT SOLBS/TOTE ALMRWIVES ME SUBJECT TO MPR M BY ME COUNTY SPECON CONTROL INSPECigR
19 STRU LFUNALµMEASSUR6 5 MEASURES
REPMRBMMEDRTFLYD SCOT Ll1UPPS MEY ME STO E CFFANEACH NED MEN BAS OF ME R ART STERµussaffic E
5 HUED WILD M WR R SEGMENT ALL SEED MI µE BE RESEEDED EN NECESSARY TC AMEVE A Woo SLµD OF GRESS, NE
SILT PENCE AND DIVERSION DYKES WHICH ARE COLLECTNG SMIMUR TO HALF THEIR HEIGHT MUST BE CLEANED µ0 REPNRED
IMMEdAIELY.
teALL dAN TPORARY BEGUN D SEDIMENT CONTROL NFASUAR S ARE TO BE REMMEHE D WITHIN SD DAYS OF RNAL SSTABILIZATION,
WHIN MEASURES µE No LQUGER NEEDED, SUBJECT TO APPROVK BY ME COUNTY ERASION CONTROL INSPECTOR.
1LUET �S AND GXXNXwUUTM FLY TO BE WITHIN 95% OF MAXIMUM Do 511YµD 24 OF AVATIMUM MORTURE CONTENT ALL
HILL MATEMK TO BE APPROED By A MADFACHNICAL ENGIHEERA GEOTECHNICAL ENGINEER Is La BE PRESENT DURING
CONSTRUCTION OF DAMS,
2.PIPE AND RISER JONS ME m BE WATERTIGM WITHIN BTOMWATER MANGEMEM FACILTIS.
3.FOR TEMPORARY SMIMEM TRAPS dR MALE WHICH ARE TO BE CONVERTED TO PERMANENT SFORMW WMAREMENT WIUMM;
CONVERSION IS Nor TO TAKE PEACE UNTIL ME anIS STµLIZED, µo PERMISSIONHAS BEEN MUR ER Fame ME COUNTYEROSION CCNTRM INSECNR.
s COUNTVOFALREMARLE
[kpulmento(Conwuwly Davalopmonl
Clnlslructlon Record Drawings (As -built) for VSMP
TLe following is a list of information required on cons=cdon mcord drawings for
stormwater facilities reference Water Protection Ordinance 17422). It is stab[, that the
n
provide deli record drawing be prepared by someone other than the designer. Please do not
provide design drawings as epu[rucnan record drawings.
A. A signed Rod dated pmfessiaral seal of The Mparkg engines Cr surveyor.
B. The name and address of the to. and individual prepadng the drawings on the title then.
C. The rmammd loa:mm. of WI Teems msaiated CAR each facility, and the impecom recols to verify
proper dimensions, materials and insulation. The items include, but are not limited to the following:
1. Inspection Rewrds and phoog ht for pipe Benches and banking. including under ins
2. Video Pipe lmDecdan for any pipes which are not accessible Or viewable.
3. Updated Location with no coordinates W Ru facilities.
4. Yenned 1)pAnme Area map, fro Me dn,Bw area Rested and for dmiwAw m the fmilibes.
5. Current phylwl and tnpograpNtr survey for dl eerNen slTvcmres. Pondsshouldonlodearetey
of the pond IsU¢om. Surveys should verify pond volumes are per design. Con«lions may be requi
for dessfian, rram Me des',
6. PILE, loealim and type.
H. Flus Rod proRlesfar au culwrts, PIpE, Rlsexq Wets and Drainage SUnd-MAIADy no
Imtal1W type of drainage mustmou mlvempipe sire, wore. matedals, flats ar end veatmengt).
plot and outlet proledw, zlig,mwt ad invert eleva ons compard] m design.
8. CompaUgtl : Fur G Nflcut devisiaas from design, pmvide select wmpladom verifying Not
Me as -built condition is rgtivalent or bend than design.
9. Mich Line, - Display Me com"ctW lowtiw of all ditch lines and cbauels, imlWlg typical
seMapt and linings
10, Ememwts - Show WI plank easements with dead book references [Asked. Facilities and it..,
must be within platted ms Provide West ofrs M documems
11 G.A.il, fainva UP othersafely p.v .S Display Me wmwctW location of all salny
provisions; fences, pround, including the type, [eagth and applied end ueaunents, compared or
it.,,,
12. Material layers - biofilta media stone layers, Amid layers. keyaN,X and cores most be verified as to
..ad types and depths. Include impection reports, During arrest pit reports end Amerins
ceniftwfius. I iofilar mMi. must be an approvM sm[e Nor
14. Awmsruds-sM1owrea u Cf access mdt,smpftimindwL . negq ear, es applioeble.
15 Camparrfan m mostimn lequir J m verify Fill urmpm,eri in damn.
I5. ManufacErers rerfiRwtiona forproprinary RMP's certifying Amps installation and Pomtiuing.
Detention Pond Mainle... M ALth ifies
Suggested Frequency
Mow side ste es
Twice during g growing swton,
m Aced], affes man
Remove amshmddeb MAdwUhebmiq
or m
y,mmore frequwtly,
.dfly, now,que,
side slopew
awdncy
AS Cm
mv�W
Villwa, prbmeas.,
emergency spillway, and outflow hssM1 meas. TM1C
ftescurneyy Of ehis ecdviry may be almled to meet specific
sire wood
ests.
M.,pesti Mcides and nueiwts.
Aamally
Trion woody veWe on at the begiming aM and ofthe
-.any -.1 more
rat anam to prevent establishment mosady vegetation
frequendy,m.ceded
I far aesthetic eM Vector courol reawm.
RepairurknwlmvMMarem.
Aulmlly
Control vectme by eliminating ponWng mom.
Auuslly, as needed
Fsepaz mad clear of obuucfiom and woody
Annually
wgati on.
Sced Or sod to reamre dead in d=Med gamd coos.
Annually,mneeded
Monitor s.ucluml components , er sou Cunw,
p Pipes.
Mnull as needed
g
&,lice pkres energy dissipaters) Si of
dieriomlion sucM1 m males, siNR holes, and sepamdon.
such ., Had
Repay erosion AD banks and bottom as required.
Anmally, AS needed
%pplement welhmd plants its apifiednt portion her Got
Annually, Was needed
been established (at least 50A Rothe sudbce erne).
flochuud-EMenled
U we nOrly)
Remove nWis or firmapve plant spares.
Amorally, .n de d
Remove sMimen fiom forebay To reduce the frequency
Auamlly, as.eeded, if
Imam basic clwnin&
applicable
Monitor Sediment ac.0 tiw aldnenove..Wffi
Every III yearn, AS aW
s imwtend regmde about every 10 years or when dm
mnut.I sedimem volume exceeds 1 V20%afthe
bmm volume, or when accumulation reaches 6 inches in
ifre-suspension is observed. CARD in early spring so
vepostion damaged dromp clewing hm time To rc-
enablelf.
ANTI- VORTEX DEVICE DESIGN
L(tff
PLAN VIEW
ens.
Is
N119)u
Fe
Us sup"NFL r
SECTION A -A
ISSRWAGE wE
PREEIALOR PLATE.
1Em01N1uTE0. 6 EXDs mMet ALLY
me.-1. ME Tor IS
HIE
SIR CORRUWN
Hers, " CR MR1,4IEO
>.�R
EL PULE.
D
1 THE c midir Rini BE
PA."SLAMMED To THE
TOP 01 INS RSER,
2. SUPPORT BARS ME WELDED
TO ME
NP OB THE ass
I
ISOMETRIC
TYPICAL TREATMENT - 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA , w% Ae w BEATER
y F S Eesa THAN 4:1
(UNE MESS ONLY ji CW.N arm 1
J
- Jmcnw Smr P' v N.ra s"' "se
CHECK SLOT n��
sar
TAGE Man IN
RUY ANTINS SURETT ^coax AAU 11 OF E
MIND
1 TO to
m
* OFFICE
I,,, tl.yry am gmp1a111.Ar ARM
G.
u 1. W,1RM....
TT I"
ME �MM FROM STEEL WIFE,
SANDY SOL
R AMPLEMIXSUM LmGm FOR aMmmlL
tl0
m up
FIRMLY
I.-�-{ M,
2. I
yeaM oaRmU a OF
To Irz
AAcNpA a..
CHI moser To BE
A
, PARR a.aR-a mRlm V In 1z.
Albemarle County Design Standards Manual - Engineering
1992
moxESllj ]0' MIX,
n assu ,peen,Case
ASPIVLT o=
x
C
zee r
`6' No e.A MFPr W USE
PROFILE
0' MIN.
RDMICR,
NS�RUCTION
^
pF PAVEn
SPHALT
Ir\:/
IXISTHG
2x
2F
PAVEMEML
�Zf
1
BR4WGE
TD sorn
oMUX CATENO NLL WIDTH
-PMRNE
CRESS AND EGRESS
`
iRMpIHG ENLE
OPERATION
B16M
YIN. PDRMxA'.: I
I.
sapM
0 SWIM PPIXG OEVIC:.
- ttsm4 �y�pO
ALTER CLOTH)
SECTION A -A
A nmm AdA wits iN Of 1 much moat be is MBnl MIT A M iti i I I ba8wck
gamutm"'oe. An R Hw,w nn.di
Be asme wad, wtle rode bye wxlee A ey a.m OR arcane 1. An
-am,
Riau dr Rea ktmoor wampou Nlsedhumlcha84epm'aMM firm,
mteE,¢ stow tlrnwc', difcl,ee' m aalac.,m'¢.
PAVED WASH RACK
S OF CORRUGATED
ANTI -SEEP COLLAR
ws.'I,tze
3.14
7 � a�. _ M 1
- lr
T
G SECTION B-B
ELEVATION OF UNASSEMBLED COLLAR x OwsrUTa[0 Pouus [xu1 eC WxXCR NY
wl[z r.1 coLLAE, MAW o, .1. To a[NTn Wlmlm
iu,M
WLEMLLa To a me C IM xweresWreWMW a ME W R ME AGE µIT W V mR[LMMS
1 SPECIFI41pXe,Rove
WAL RE UIRKm WAN AafWLi YASM IT
2. WEN RECIRE w ME a PLAINS COATING OF ARMSSro WEIM[aUAIgH.
COIURS MALL BE IX C..DC WTM E U/Cx eOWll SIWL B[ MXI[Xm M1M wor
SPLCflfvipEp RXO wXSRVCRON WRaW J1AS TOR edNLCRMO CtlLMn E'as,.
DETAIL OF HELICAL PIPE
ANTI -SEEP COLLAR
Classes slab. of 9LOlim rr�a�(ZTvu . -We
OPCHIXGS xM CY[COUM WS
AS %M [ NOOVI..a, 01 THE OflNS
USE µIT LCS N CAMP R 1. AGE R[ 1.CllO
.a 5[CYR[D 10 TIP[. a]> 1WMAEEDEµOHO[iM1r0
WI ORAWSN45 .m[ SE nMRD µ0
r To ER"OffLL ". M[ [xGIEm EER
m ISOMETRIC VIEW
We FORI no xa w rµuacan.N oM xz�u GAGS.
twonxo .. o xoIf& no nuorc.
�>p,+ Non: TWo mum IYPrs M Mar Me courts, uD
STY° 1 wRRWai[O Am, ,YW I1. �sso, CIT axd
arm to ME WMs ME nn o
PARTIAL ELEVATION x m nEa era . x FORAS MED IAGCURAAAAW aip THAT r No,
n, m. _ _ . 1a .1. A.. 11 XnND.MA AM. V[TIWLLY.
Somw: USDA-SCS
Plate 3.14-13
Section 5. Stormwater Management Plan
(Provide a reduced 11 x17 copy of the latest Stormwater management plan. Do not reference only.)
Rev 11/2020 PAGE 7 1 6
EROSION & SEDIMENT CONTROL NOTES VICINITY MAP
ANG BE SEDIESS GERMANS INDICATED, MENT
CONTEOL HA MNMNNmDLACC PDT ill REGUPARVE AND LATORS
GANCESLRDS µD"SPECIFICATIONS AND SEGMENT DI ENT RRAL 61NR EROSION T ` / POULTRY
� \ S HOUSE SCPIf:-1"=1000' pole: 3/2l /2l
µ0 SEDIMENT CONTROL HWDB]OK EN0 VIRGINI REO MINIMS 9STANDA040-+0 EROSION AND SEDIMENT CDNINIA I u�\d ,Xe ux
GFUL Anous. Scale: 1 "=50'
ES-1: ME Pox APPROVING AUTHORITY MUST BE NOTIFIED ONE WEE% PRIOR TO ME PRE -CONSTRUCTION CONFERENCE.
IONS WEEK PRIOR TO THE COMMENCEMENT OF LAND 017URBING ACTIVITY, µD ONE WEEK PRIOR TO ME FlWLL
PROJECT FILE #: WP0202100033 AMENDMENT 1
Es-]: BEOMENT MRS.TRAPS. AND MT OTHER MEASURES INTENDED TO MAP SEDIMENT SHALL BE CONSTRUCTED AS - D¢¢Ign¢a L+y: rvHK
FIRST STEP µE SHALL BE WOE FUNCTIONAL WEEK UPSHOTS LAND DISNRBWCES TARE PEACE. PEWMUM GOES AND ( �
SEDIMENT DAMPING SHALL BE CONSTRUCTED AS A SECOND SAE➢ IN ANY HARD 05NRBING ACHNNOU
Es -a: STABLEAH n MEASURES SHALL BE APPLIED M EARLIER STRUCTURES SUCH AS W+B, DIKES AND AVERSIONS ENTRANIiE
IMMEDIATELY AFTER Ixs1ALUTOx,
M-5: A COIL! OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN INCLUDING ME NARRATIVE SHRILL BE
MVMAIXED ON TIE SUE AT AL LINES. \ \
ES-B: PRIOR TD COMMENCING LAND gMEAS SRBING PATMUSE IN AROTHER MLM INDICATED ON THESE PLANSpFPRO%IIMTE LOCATION OF
(INCLUDING, GOT NOT UNITEDUA OFWASTE F-SME BORROW ON WASARM), ME COMRMTOR SMALL SILENT A 666'
SUPPL£MEMANY EROSION CONTROL RAN TO LFE OWNER MR RENEW AND APPROVAL BY THE PLAN NVROWNG MUMMY URRITION FNFIE UABRIVE p
WEE RY CONTRACTOR R ION ME AR MR ME INSTALLATION DETERMINED
OF ANY THE
EROSION NAR CONTROL MEASURES RUM TO D WILL {Br
NFLESSVlI TO PRMTNT EROSION RESPONSIBLE
µO SEdM R THE AS DETFRNI OF BY TXE POW OPPRWINC ENTMPoh T
ES-6: ALL DIVERGED AREAS µE M GRNN N APPROVED SEDIMENT CONTROL MEASURES AT ALL TM6 DURING LANE
DSNRBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL WSTABILIZATION IS AMIEVm.
ES -IN DURING ADMIRING OPERATIONS, WATER WILL BE PUMPED INTO AN APPRGVEp FILTERING BOOM /
ES-1O ME CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF EXISTING DRIVEWAY \\� 3 ,v. n
PATDUCING RNNFNL EVENT. ANY NmmSVIY WEARS OR CLEANUP TO MVMaN ME FiTFGMENESS Of ME ORMA N
CONTROL DEVICES SHALL M TO SM, MADE IMMEDIATELY. 1 SITE SERVICE ENTRANCE �\V V m N
ro TI i W
6-11: PERMANENT OR TEMPORARY SOIL S IILIZATIONE SHALL BE ]PPLIm TO DENUDED AREAS WITHIN BEYER DAYS ` \"DLATIS� N m -
AFTER FlNLL GRADE IS REACHED ON ANY PORTION OF ME SITE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 1 ; m 3
M PGETXAX OXED Upm AREAS TIAi WY NET BE A xW1 GPIDE BUT WILL REIMIN DORMANT (e NAISNRRD FOR YEERV / ff' 1-7 — \ \4..
LONGER TVN 14 MYG) PERMANENT BFIHUUTOX SHALL BE APPLIED M MOM TILT ME TO E MET DORMANT FOR ` b //�� m--
`vaEa m
ES-11: A PERMANENT VEGETATIVE COVER SHALL BE E UMPEHED ON DENUDED AREAS NOT COMMANDS PERMANENTLY / 1 / \ \ Y SITE DESIGN: PERTHEPURPOSES OF PLAN SEMEN AND APPRWaL NATVN q S
IS U HZED. PERMANENT vCGRAnON SIUM NET BE COlsromm ESTABusHm uxnL A cflOuxD COVER Is acmEVm. lnnl, \ , BIACKWELL ENGINEERING N. KHODE. P.E. 5 ME COSMIC RESPONSIBLE LAND T"''c c-
IS UNIFORM, NATURE ENOUGH TO SURVIVE AND WILL INHIBIT FIMBI \ ATTN: NATHAN BLACKWELL DISTURBER (GREG). CONIFA MR SHALL.SHALL.PROVIDE ME!N c E LEGENDREPLACEMVT cERTFICAre Ar THE OF WNBTRUCTION TO IRE
ES_13: DURING CONSTRUCTOR OF THE PROVER 501E STOCK PII£B SHOAL M STABILIZED OR PROTECTED WITH SE➢WFv HA EAST MARKET STREET
1RµvwG MEASURED. \ PROMMEXISTING BUILDING HARR 50NBURG, 5 22801
ES-1 CUT AND HILL CLOPIES BRAILL BE cONSTRuc1ED IN A MANNER THAT WILL MINIMIZE EROSION. SUF \ \ J PRJPOSEO BUILDING 540-1}Z-9555 NOT Fesc !DUlxlsmaiOR.
FOUND TO BE ERODING IXCESSMLY WITHIN WE YEAR OR PERMWEM STAF%U ATON SMALL BE PROVIDED WITH THAT ARE � %KPoSFD R00D/EW NOTE:
AmRIONY SLOPE STABILIZING MEASURES WIFE ME PROBLEM 5 CORRECTED. \ - - ➢EVFiLOPER:
EXISTING ROXI ROAD CONTRACTOR TO PROVIDE A CERTIFIED
6-15: ALL STORM SEWER NLLOS THAT ARE MADE ovERABLE CORING cOxs1RURFOx swML BE PROTECTED sD TNT \ APPRAxIMWrE PROPERTY LINE BROC 1ROXELL RESPONSIBLE LAND DISTURBER UPON PERMIT
SEDIMENT WATER CANNOT ENTER ME CONVEYANCE SYSTEM WITHOUT URST BEING FILTERED OR OIHERWSE IRUIED N \ % - - - suRVEI'EO PROPERTY uxE ]369 DYERS NILL LANE REQUEST FROM COUNTY E&SC ADMINISTRATOR.
REMOVE SEDIMENT, / \ 1 _ SGAMMVILIE, VA 1+590
\ _ GRANT µCA 5]0-41Y038+
wE-1e: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE cHWNEIs OR PIPES ARE MALE DPERAnous, / \ / coucRETE MENCRC➢ FOR TIDE PROJECT IS:
OWTE OOMM PROTECTION AND ANY REWIRED TEMPORARYON PERMANENT CHANNEL LINING BHAL BE INSTALLED IN
eoTH ME cwEVEYANCE CHANNEL AND RECEIVING cwNNE. \ ,: �'L 8 Rensox sYMBOIs PROPERTY INFO:
11yi MATFxG E.N.E. TM #120-5 NAME:
FS-1]: WHEN WORK IN A USE WATERCOURSE 5 PERFORMED, PFELµ1NM5 SIWL BE WEN N MINIMIZE \
ENCROACHMENT CONTROL SEDIMENT TRµSPoRT µ0 STABILIZE ME WORK AREA TO ME MGTEST PATENT POSSIBLE � � � � PROPOSED CONTOURS L
DYERS MILL LANE D
pWRgc CONSTRUCTION xOnEROAIBIE MATERIAL SHALE BE Wsm FOR THE CONSTRUCTION OF CAUSEWAYS AND / GRAPHIC SCALE .mac PROPOs[D/F% rnILLE, 14s90 LL To-
COEFEROPMS UIXEN DLL MAY BE USED MR THESE BTRVCERES IF µMORm BY NONEAODIW£ CANER MATERIALS - UxcH OR swA RICT- SAMUAL MILLER CERT. ____________________
J00' 0 ]W' 6O0 0 N Z
♦ 205 PJ PROPOSED SPOr ELEVATION = 399.]1 ACRES W
ES 10' WHEN A LIVE WATERCOURSE THUS! BE CROSSED BY CONSTRUCTION VDIICL£S MORE nVN IVY CE N A SIX-MONTH FS
RNA, A TFMPOPMI VFNCUTAR SMFAM CROSSXC CONSTRUCTED OF XONEtt1OBLE W1IXAL BAWL BE PROVIDED. I/�' DRAINAGE FLOW ED: Ruml Anon
SHALE. 1. AGO gSTURBm .NIA USE: AGRICULTURAL ]tQIJQji, UNADJUSTED CUT/FILL < N Z
ES-19: ME BED AND 81NA5 OF A WATERCOURSE SMALL BE STABILIZED IMMEDIATELY AFTER MORN IN THE WATERCOURSE OULTRYHOUSE$ESTIMATES\IE COMPME PSVYED FASEMEI PLOOD ZONE: % pp c'fD AREA = G.GI AC CUT- 21.000 Yp3 y0 OFF
Es-BO TEMPORARY SOL STABILIZATION SHALL. BE APPUM WITHIN SEVEN GAS TO DENUDED ARM THAT MAY NOT BE AT XLL- 21.60D YD] y.
FINAL GRADE MOM WILL NEVER PoRMµT FOR LONGER THAN 14 DAYS. ET- ALO YPl CUT 9
N OTHERUNDDpu�UND UTLEY FINES SHALL m INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION CASEMENT' \ \ \
K
Z
A x0 MORE MAN REM LINUR FEE Of TRENCH E U BE OPENED AT ONE TIME, � "� _ Y� P _ _
O( 00
O B. E%GVATm ORI MIL SHALL BE PLACED ON ME UPHILL 510E OF NOT ADVERSELY
E "� 'l' O i \ \ NOTE: RevisioO pules
D EFFLUENT FROM DEWATFRING OPERATORS SIWl BE FILTERED OR PASSED THROUGH µ APPROACH SEDIMENT TRAPPING \` "7'
OEVICE OR BOTH, µD OISCWRCm IN A MWNFR THAT ONES NOT aWERSELY AFFECT TOWING SIREVIS Of -" \ ��,%� \ \ M ETHERS CONTROL
ME
REA WILL BE RE-EVP1Wlm
O \ \ p XEW CONTROL µE TREATMENT ANY
MEASURES
OFF -SIDE PROMRd. � kYR �� � � Z_� � �- __ __ \ \ \` ]/fi/21 PER cp
D. MITERED USED FOR RACKFlLLIHG 1RFNCXFS sH4L BE PROPERLY COMPMTEO IN ORDER TO MINIMIZE EA090N µO _ � � � �' _ � ' � _ � �' � \ \ _ IMPLEMEN20 AS NEEDED FOR ANY CHANGE i0 OPEN
PROMOTE STA&LIZATON. _ \\ / \\ \ SPACE/ ARMED TURF/ IMPERVIOUS COVER. $ 12 21 PER CO.
F Ap EIKENUATI0�Y5 RFGBUTAIONG SUXNLH BEN UFFED ACCORDANCE WITH THESE PECUUTIONS. \ \ 9 3 21 PER CO.
\\ i
\ _ _ - _ OWNER RECOGNITION:
FMYBASINSTBEEN-AGEFD lOCF, GO
M'
/
i YY,
6-11: WHERE THE TRAN VEHICLE ACCESS ROWi61NTERSER PAVED OR THE A ROTA. PRONSICWS RE SE BE _ �� \ \ \ /�i \\ \ MCEND L£ CONSIRVCTW.SF€JiET#IL-OR SFEEi 1 \
\
MNE TO MINIMIZE THE TPANSPoRi OF SmIMFM BY WHICUWR iMGNIH.
NG ONM THE PAVED SURFACE WHFFE SEOMEM _ \ \ \ \ U \ '--- _ / i \\
B TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE ME ROAD SMALL BE CLEANED THOROUGHLY AT ME ENO Oi \ \ \ \ \ \ L OH i' MOPQ$ED SAN \ �"' �' i \ \ \ ` _ _ ANTE"
EACH MY SEDIMENT SMAL BE REMOVED FROM SHE ROAD BY C OVIOIS OR SWEEPING AND TRANSPORTED N A _ \ \ i {AIBUT'TMOMENT \ _ _ _ _ _ N
SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS '� �� \\ \\ \\ TH1111 NE S5�I6 BUG �'�/ \\ �- // DATE:
MANNER. \ \\ \\\ \ 'BERM \
lz-m- Bit
SE25EA91RATGR oHARRY
DMINI TAT RAND
INV SEDIMENT
MFSECONTROL
MENT AN Tlo E DISTURBED
BED SOIL
BE REMOVED
RT ULTIN OTHERWISE OM ME BY \ � � \5� �`\� so 7OV _ a _ _ _ _
D E LCGL PROGRAM TEMPORARY
MEASURE TRAPPED SEGMENT AND ME DSTUR TO SOIL µUS RESULTING ERO FROM D w \ \
DEPOSITED M 1ELI FbRARY MEASURES SHALL BE PERMANENTLY SGBIIIZm i0 PREVENT FURTHER EROSION AND -- '
SEOWFMATCX. \\ \ \ \\\ \ =Xe0 O DMITII�D MFA
\ \ � BO
M 24. ALL EROSION µD SEGMENT OR LIPID MEASURES SHALL BE EROSION.
IMAM µA ASS GCx ED NIFlCAM \ \\ \ \ \ O2V \ CGI /BIFB
RNNFILL MET WILL BE INSPECTED FOR UGLY. FNINO. DETERIORATED.AWILL EROSION, µO EXCESS E IN A HA NATURAL, ALL WILL
DEFICIENCIES WILL BE CORRECTED IMMEDIATELY. EXCESS MRERW WILL BE SPREAD ON ME SITE IN A HARPER YMICH `��_ \ \ JA ZUL
FORMER mWION POIETW. 9s]� w62s .V 3 e-a5''
40fi+91 q0W=6.26
L6THICKNESS-i4-asC NTQ
I
,
yi4 yf YCOi THICKNESS=14- W
SEEDING & MULCHING TABLE \ Mo1n D)R \\ PE NLLT OR mulY + PROPOSED a COS 1 ' Q i_Dga
\ \ \ w ^ IW-50OZ f00 LF OF 15" 63 x 704 i]B V OF 15 P O A / J J BE
ALL AREAS DISMRmD BY CONSTRUCTION OWL BE STABLIZm WITH TEMPORARY OR PERMANENT \ IV INNRT-6056 IV HDPE INLET OR EQUIV. \ ' \ HOPE PM o 1 <x 5 POULTRY HOUSE PE PIPE o 1.1x d a ED
SEEN NO WRH N ] DAYS HOLOGRAMS FINISH OWING. SEEDING SMALL BE DONE ACCORDING N \ \ TCP=SOOT ^ Q
STANDAND n SPPEURCARI N 331 TEMPORARY OR 332 PERMANENT SPENDS, OF ME VIRUXA vyD .z w T6 !N!'Eti 15,'<-6 ,. FFE S4?i 11 FnrvPRr-a96o FI. r f >
EROSION µD SEDIMENT CONTROL HANDBOOK µD PER FECHN CAL BULLETIN 14 µPUGTpx \ d.. IV INVERT IISS
RATES FOR MULCH FERTILIZER UMESiONE µD SEEDING MIXRUM SHALL BE AS INDICTED BELOW \ \ M, pV Py D' AVpV GG"_ yy I11 Z J I- VI yl
TEMPORARY PERMANENT \ 1 I, � 1 c- p w �
sPmm/MOTs sPEn6s \ `vF ' •' '`- ¢ Pv. —cF--. T P"' _ p
Les/.nRE v `sso �I o { D A O C N
rBE:
µDULL MEOM55 a CEREAL ME fia 100 DEMUOO' 31 POGUE 126 +�i p1 a • �¢ PM4 "I NAPE PIPE ® Max C i C POPE ® % 02 P � � � 1 � w ED GO
ANUAL Rs Ms BD 1m RED UP cRA� - _ -
1 - 501 I.
S1A9OXLL NURSE amP• z \ \ > 1 .� ,�6 OI.e PwrJ O U' y o
DmuAN MLLLT m 2D Dl z fi- o+s -__-- ® --.- oS _ O1s - nm
FGTu ICAO-2w TmLL mo I I I Y° Pv •d' 'W-
*USE SEASONAL NURSE COOP AS INDICTED BELOW 1 Cl'] PV _ N Bl. \
p N E ANNUAL R:E H CEPFAL ME p ' ]5.0' EWIV. 90.5 E OF 15' 6 _
P=5CO3 NUPE PE o 1 ZS POULT n: m INNHT'afK'. _
❑ E® IF
AIR. UAL!, ANxILLL RscRAss ❑ Mar WI,- M ED%ra�MUFr 1 '-'w.zPP- 16•MVERT-a9s.1 FFE=502} is NVENT=49B.s w.olT
r
1 L R u 1 I. _
O MAY 1. - µ.. BOL GEPMW WLIEI p aIC. 1. - OCT. µNLLLL RYE 1 \ w 011 15" INVEti=696.0
_ HEIGHT - --
' h OR.a ,{ D19 ONE ED BE R m" AT
❑ xw. - Me. wFxRR R2 \ _ `y xs _ I \ -, a O L - j ����IMI; END of PRaECT
FERMI 10-10-10 D ISO LBS/ACRE (10 LM/1,COJ SF) FERTLISR: 10-30-10 O "AO LSE/ACM (11 LBS/ITWO SF) \ _, ".q-max +xx�e-ate 9j2-1wT' :T. X-�Da:mzv A'Y L 001 - 9 - -
A. NM]INIR4 uMEUSW 2 UW/RAM (AU uNVlAOR BE) wUGZED WAGUETMLL ASSUME 2 RUGS/ME (50 EGB/1.oaD SH _ - - __
ORGANIC MULCH MATERIALS AND APPLICATION RATES — t!_ _ _. _ — (mil - _ _ - �___ TeMPwRr oxcx HE BE
vESCH TAELE 3.3s-a _ _ - _ _ - - _ - - _ _ _ _ _- .�REMovEp AT THE END
OF PRN Ez
HATED
MUEOIFs PER ACRE PER 10. BE HATES
:
ATEM OR MAY (YIN.22R1AND FI LUNGOR ]0 SO be SIMENDFREE WITH MULCH . NFR OR HE NMGWEEDS AND COARSE MATTER. MUSf BE µGlgflm /' / -fir--
G/
M1
D] XOf USE AS MUIGX FOR MINTER [OVA OR DU9NE IpT, dtY / J - - \
FlBm uu¢H MINIMUM 3s m.. wSLr AS MR EXTRA NOTES: _ _ _ _ , -BWW _ P► �\
15W Ibz. 1. ONI INFORMATION CIATKKR W1. ME OWNER AND WP.S OG FOUND,, CO BACTOOR MAY NEED TO R ES ON PLANS
GI EER, y51011 FIELD CONORONCONDITIONS.AME i _ - _ _ AND
PERIODS __ CONGRCAM dBCR VERD IS MAT FOUND ENDING
TYPO
PTOR FIRM
O xPLAN ENGINEER I ,,, BUILDING _"
INED
MAR
Rn sr 4 - B rm,. S - zTs iH MINNE TURF ARGON c" APPLY wim MULCH"SOONE°Ti o°R°Bi IwRo` - _ ,E}. i' �, APRON 5O'x36' _ _ GRAPHIC' SCALE
W aK5 B µ EK� OF COARSE
OMA ART NW R-DWSEWEOH TREAT WRAIMµ11IN. - 3_ PROPERTY ONE OBTAINED FROM COUNTY cls. ro BE USED AS A GENERAL REFERENCE diLr. --mot%' � - -- �' sO' o s0' 1Co. of s sbeets
IWpo CHIPS 4 - 6 an. 185 - 275 N. . APPLY - -
WITH MULCH WANT. CHIP WWDIER, OR BY HPND. _
ERASURE SME IN CONTROL MEASURES i0 BE INSTALLED FIRST. GRADING Of BUILDING PAD TO PROCEED ONCE _ _ - -- - -- _ -- \\ "
SAWN CXIFS OR SD _ )D cY _ p cy FREE OF COARSE IMl1ER. AIR-DRIED. 00 RYJT USE IN FINE Tlflf MEASURES µE IN PULE AND SIABNZm CORN SEED/MUILX. ROAD i0 BE GRAVELED, AND OPEN µPAS N M SEEDED // ` GALE I =50
SHREDDED RANK ' APPLY WITH MULCH DOWER, CHIP / _- - _ _
µEIS. XIJNCI£RT OR BY HAND ONCE GRADING ALLOWS'
CONSTRUCTION OF BUILDINGS 10 COMMENCE ESC MEASURES i0 BE REMOVED AND SEEDED _ _ _ _
ONCE COUNTY ADMINISTRATOR ALLOWS. / - - - -
M1Iw Dem MULCH 15 ME ONLY U avFAR O MULCH DURING OF 45 H WHEN rnuw SHOULD / \ �' Job No. 2888
BE USED. APPLY AT A MINIMUM PA Ee./ac. M./10W e9. Il � 5. SIDPES GREATER THAN .1:1 µE TO BE 1RFAIEO AS CRITICAL µPAS. S
F
r
V j I
I
1 /
I �
\ I
I I \\ \TIC
POND OUTLET DITCH PLAN
CHANNEL 6'TIGM
IN G Mom
s<fR pW,�F
��OPf 5✓'
ILY
TYPICAL DITCH SECTION FOR
PROPOSED POND OUTFALL
Fxra
n...U.I NATE
SUSPE RATIO
OFFS.WIOTX
BOiION
TER
SLOPE
RICH!
SLOPE
1 SUCH
OP EM
10 YR.
DEPTH
1 YR
L FPS
SLOPE
LINER
A
0,
5:1
5:T
1'
0:6
P.5
I .HR
,, .$
N
10
J:1
11
1ST
1.1
J.6
11./R
TRE4mENT 1
(JUTE M6X
C
10'
J:I
3:1
2�
I.V
2.6
AM
OR EQUI
UMN DEPTH IS MINIMUM DEPTH OF CONSTRUCTED DITCH. COMRVLTOR
TO M MTAN MINIMUM DUTCH CROSS-SEOHON AS SHOWN THROUGH
ExlexuG SMUE.
TRY mmR i11.)
I /
IIII
I
�. ur PRm ON
—IIUS-
THlcuxEfis=1
-� Iv cuLVFRTS ,fOR FARM EWI B!T alNssINa
x q
( / / / 20' — 2.CEI HYPER
I
v� VIt < r // mewsrtwR olTex
I -1 Avemx as'oF PIPES
/
THICAME / -t % I 1 11 � IxIF! ROT�MIaxl / / qI 1 j / /I
ao.e' I ,�� / /
/' l I I I 1 NS I af, / L /�
— vNc % 0
OUTLET .PR —I... / A' l
���1XX,,,lyyy``` g9 C I� d w
,w al�nm 1' I / r / / / / /
r / / _ _ i 3 a
"L e -� l l I I / / / I l l / / / / /� U a
ZT #1 (UCMISTRFAN NEW) I / / /// _ _ W / — i it0/ W mo p / /(// I // / / / / / / / / / / / i ~ SO W J a
/ / / 1 / r7 �x�>
CMRSE AMxEWTEp/j�
TL� zl z:I / - / / / / /l l l l l l l / / // / // // / H 0 � SSO O
ROCK CHECK DAM , /� // m
/ /'/�� _ J / I / I / / / / i w
/
TH-
O ro 00
z r n m
CL
/ I
1\ 11 A V 1v 1 1 1 i // // // // i i // i i i // i i % �� •' �� vv 1 I � I i I l j I I I I j / v i
I I i I r l l I l
vA A A II 11 r
/ I l l l l / � �� / _ ✓ l l l / l ' / / / / i / / / / _ / I I A
� r
�i —�RAPHIC�SC�LE
IDo•
�� / / / f / I \ / / / Job No. 2808 1�39'_--.
I � —
EXISTING DRAINAGE AREAS
ESC
DRAINAGE AREAS
FORT
SP�B -
I
PROPOSED DRAINAGE AREAS -
Dm= 3/21/21
(t.s ONAL ADD
0.47 ACRES i0 ENERGY
$COIe A$ NGTED
F
223 ACRES TO
SHERRI AlNS
fl •_
1.95 ADDITIONAL ACRES i0 POOR
{� 09 ALRESNN -UGEO TIRF
9VANLE b2 .1. OF
AN ALY515 (FT 2)
(
1. l 5
.Bs ACRES IHPERCHOUS
Dea gneE by. NHK
i
d2 (EB 2)
I
/ so ACRES i0 01 11
Drawn by BWN
�S
JADS
S�
diAARACRD
R6IMR IRHA
CbeckeE bY: NHH
/
l
HE
AENI B wrvc P rvI
IT
NAFHAS ON (OR ) g ^ 1] ACRES-MWIDED TIRF
( �3pAPOO E A 6r y R g h I 5o ALREs i0 d y2
y - A ACRES IMPEm10U5
y
�\ Jd9 ACRES M SEDIMENT OASIN
5
A 9°
\ _
I � ` �.A
A�
ADDITIONAL TFAR1Eau IME T
� � \ CROSSNO comvRTF
A�
g
0
p-
11
/
es ACRES CULVEM pl �0
Rf 8
� n
r
l.'
PO
<>o
.El ACRES IM CRVIOUS
m o
450
,yp
Y
0
0
/
n ACRES IMPEmlous
51ACRES LO 0 d4
C�FES NACEO. TIRF
m r'� m IE
z,IFo.1J AFTEEs TO ENERGY RVANCE POINT #T
SOE ACRES)
�p
\ D0
!
ES NPEIMOUS
t A -
e n
(ss4
(1503 OFRRE ACRES)
p
1R0
62 ACRES i0 CULVERT p2
=V a E IT
C RS , = m
L
.0
MY
,D
H
q
I Vj �
36 ACRES-MPETAFo LURF
28 ACRES IMPEMIOVS
�'� W S c _
C e E a n
Wn cE
O
h , pp
h
I50
O,
p
Vi p ISA
W
M
,p
6Y R 4w
Ay
I� .D
W
A00
AIR
GRAPHIC SCALE
5
1_A, a,AEs TO DTcx IT
o.sl ALRes-MARADED TURF
"o.IMPERNI
GRAPHIC SCALE
2Do' 0 200' ADD'
s ACRESBJ ACRES -CROP
4W 0 30
WPO BVFEER (FflON C5)
SLVE. 1.-2�.
I WPO PER (FROM GIs)`_ GRAPHIC SCALE
o-6F�TM bD9
WPO BUFFER (FROM q5)_-
sfN£' 1'=2M
CRITICAL SLOPES (FROM GIS)��
CRITICAL SLOPES (FROM GTE)'Sol
CRITICAL SHEERS (FROM Gls)3000 P00' 40P
SCHE' E-200'
WATER QUALITY MASTER PLAN ,
HYDROLOGIC
___,, LIMITS OF ANALYSIS
d
DOTO
W
M
yp� _ mO6ru
B SDIL
_ D Mill
_T
-
-
EMIR FOREST OPEN
{ 3�
sPAtE EASEMENTPROJECT
/ IMPPNLV9
Fevision Doss
7/6/21 PER CO
AREA
EASEMENT - IJ.50 ACRES
8-SqL 5.18 ACRES (60.BJ R OF DIST AREA)
_
B 12 21 PER CO.
9 3 21 TER CO_
PSCIL 005 ACRES (00.5x Cf DIST. AREA)
IMPERN WS 3.28 ACRES (38.54 fi Of OISi. AREA)
5/19/22 PER CO
nsGB
HE IT ES DRED IN
ELOr/.NwroGaAM AVIHMMI S AS ARPROVEO BY THE AS HEREST KARAGEM
OF
AHD LIlim NOFFING SEIO
MA'A14OJ ACRES
'22 PER EO
m T RACTE RIiH lo.wulu VWnATI�E"ION
MUNIry RUT NO MORE THAN wuR TIMES A YEAR
REODETHEnewRl nazzmSSFAII
PRO VA:13.47 ACRES
Hs0 D
j J
>I000 ACRES
B�� ryV� W�R•}PPPO%IMATELY 26o ALPESPCLOLPL
T
(ApPRox. rz35 ADDmONAL ACRES)
)
Hs., a
ulACRES
Zi m
A`PRI
E Fll s �
POINT OF ANALYSTS x2
g
a
N
J N
=
J
Ld
q
wa
coxma SORT PER suavEY
W
F
J x
o �
¢
A
Q
_
]
PE
30500 �SIDES
X
3
O
aOrJ
DOE6�'9A
_
\
A
E% J
AJ DO
\/
O
O Mo
` .DI
UTA TRIBRIES C0 TOTTER CREED
H /
SEEr, (U/1
_PICILEARD AREA
EST ACRES
FOR SuP,E, Ni
ry
IM
8^
Drawing No.
�{
867,03'
Z
HAS '35'2rW
GRAPHIC SCALE
C
GRAPHIC SCALE
Ors sbRees
EIRE 0 CO.' ARE
Soo' C s00' loon'
SCPLE: r-2ao'
I' -
SEALE, r=Soo'
Job NO. 2808
NBOARLE COUNTY
REAL PLAN GENERAL NOTICES
GENERAL CONSTRUCTED EwED
1.PRIOR M MY CONSTRUCTION WITHIN µY EXISTING RUFFLE FILM -OF -WAY, INCLUdNG CONNECTION TO ANY EXISTING BRAD. A
PERMIT SRNL BE OBTAINED FROM ME VIRGIHN DEPARTMENT OF TRANSPORTATION whim). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REET£R ME REQUIREMENTS OF ME PERMIT. WHERE MT USMR CIM OCCUR ME REQUIREMENTS OF ME PERMIT
SIN M WERN.
CALL MATEIMLS ME WAAdRLAAM MEMCDS SRALL CONEGRM CAN To CURRENT SPEGNCNS Mao SrNIWQU YW NOF F UNLESS
OTHERWISE NOTED.
,EROSION AND EDUCATIONWMMI MEASURES BULL E PROMEO IN ACCORDANCE Mind ME APPROVED EROSION CONTROL FLAN
AND SIULL BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTM.
HALL STRIPES
AND OISTUr®m AREAS µE TO E FERNJMB, SEEDED .AND MULCHED.
5 ME MM' IMUM NLOWLBE SLOPE IS 2:1 (HOMONTALAGRTICIL). WHERE REASOIUBLY OBTNWBIE. LESSER SLOPES OFSA OR
Al ACHICAMEN.
eP YEEO MEPTORM ORR STµLI RmuRE➢ WIZEN X OPTION OF THE CWMY EXCXEER, OR
DESIGNEE IT IS BEBJE➢ NECESSARY INORDERTC STABILIZE A OMIWGE CHANNEL
ME
]ALL TPPFRC CpRROL SIGNS SHAL CONFORM WRH ME MKIINN MWVPL FOR UNIFORM TRAFFIC CONTROL OENCES.
¢.LESS OMERAME IpTEO ALL CONCRETE PIPE sHML BE RRNFORCED CONCRETE ME -CLASS It.
MALL EXCAVATION MR UNDERGROUND PIPE INST ON MUST COMPLY WITH OSXP STANMRM FOR ME CONSTInI INDUSTRY
(R CM PART 1926),
1.CONSIRUCTON INSPECTION OF ALL M MSM MASS W IN ME DMIDPMENT WILL BE MADE BY ME Q' . ME CONTRA POR
THUS! NABL EY ME CEPµMEM OF COMMUNITY DEVEWPMEM (Par -Sere 98 HOURS IN ADMANCE OF ME STµi OF CONBMUCT ,
2,URCH CWPLETION OF FINE GRADING AND PREPAROTpN OF ME ROIDBEO SUBGRIDE THE CgRPACTOR SIVLL HAVE CDR MGM
PERFORMED ON ME SUBGMLE SOIL. THREE (3) COPIES OF THE TEST RESULTS SNAL BE SUBEIIEO TO THE COUNTY. IF A
SUBGPADE SOIL CBR OF 10 OR GREATER IS NOT OBTANABLE. A REVISE➢ PAVBAEM DESIGN SHALL E MADE BY AXE DESIGN
ENGINEER µe SUBM mQ WTM THE TEST RESULTS FOR AP%iW01
SSUREAVE ACCARTANCEORAINAGE BY ME COOKY, ALL CHARGE MUST DMl E mNiBMl FISENEN5�IRE TIN O BEBLIC EXTENDGED O A WAY
UNRWITAIN O THE OR A NA PERRY m
WAT EIMOUNMA T
4GLARMAL LOCATIONS ME APPROXIMATE. EXACT LENGTH. LOCATION AND M% RNTE END TRGMEMS WILL BE RICO VERIREO
AT THE TIME OF now"BUCTON. AODITK%UL GLYRDML wor BE REQUIRED AT LACCAME NOT SHOWN WHEN, IN ME ORNKKI OF
THE COUNTY ENGINEER. CR DESIGNE IT IS DEMO NECESSARY WHEN GUARDRAIL IS REQUIRED, IT MEWL BE INSTALLED FOUR IT)
MET OFSET ..
.1 ME CODE OF PAVEMENT TO ME FACE OF GWRORAL, AND ROMWAY SHOULDER WIDTHS SINLL BE INCREASED
TO SEWN (]) NO
SWHFRE URBAN CROSS SECTIONS ME INSTILID, ALL f IDEAL Damessw ENTRANCES SHALL CONFORM TO MY CACI B OR
C).
EMEM RURAL CRO55 S5 ONS ORE INSMLLED..LLL RSIOENTIAL DWVFNAY ENTRANCES SWIL CONE M m ARM ST D
PE-1.
].COMRYJIE WITH ME MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND MCH SECTIONS. AS SHOWN ON ME TYPICAL Peand M
SECTION DETN4 SHALL BE ETHICALLY ADHERED TO.
B.ROA0 PLAN APPBWAL FOR SUBOMSONS M SUBJECT TO FINAL SUBDMSION PUT VALIWTION. SHOULD ME FINAL PUT FOR MIS
9EOJALLE5 GNS OR 11F EXPIRE PRIOR m SIGNING BEGULATTLYNSMALLENICES D RECORDAMON, MENPTMVAL OF THESEE FLANS SHLL BE HELLME1C O MD. DEACES
AND ME ALSEMARE COUNTY RAND NAMING AND PROPERTYRM WNUMBERIHGEgR01NµCE µC MARUAL.
10TRNFIC CONTROL OR OMM REGULARMY SIGNS OR BARRICADES SHALL BE INSTALLED BY ME DEVELOPER WHEN, IN ME
OPINION OF ME COUNTY ENGINEER. OR DSIWEE THEY ARE DEEMED NECESSARY IN ORDER To FBI SAE AND CONVENIENT
ACCESS.
11.THE SPEED UM15 TC BE POSTED ON SPEED LIMIT SIGNS PPE 5 MPH BELOW ME DESIGN SPEED, UP AS DETERMINED By Von
FOR PUBUC RCAOS.
12.RDOT STANDARD Co-1 OR CO-2 CROSE-GRANS UNDER TO BE NERALLED UNDER ME SUBBASE WTERW AT ALL C1R ARM RLL
TRO lI ONS AND GRADE SAG PoIXS AS SHOWN ON THE BOaG nYA %MRLS.
Iry NR
REQUIRED FOR R CULENTS TINT ARE DE
OR COUNTY INSPECTIONS MENOED INSPECTIDNSHALL BECONDUCTED IN ALCMDANE WITH WJTS LADED CAMERA INSPECTION
PROCEDURE MY WITH A VOm OR COUNTY INSPECTOR PRESENT.
1.ME PLAN APpR NG A HORRY MUST BE NOTIFIED ONE WEEK PRIOR TO ME PRE -CONSTRUCTION CONFERENCE ONE WEEK
PRIOR To ME COMMENCEMENT OF LAND DISTURBING Affairs, AND ONE AREA Pars TO ME nI INSPECTION.
CALL EROSION AND SEDIMENT WNIRo. MEASURES WILL BE CONMIRV D AND MPIMNNLD ACCORDING M MINIMUM SrµNAOS
AND SPMIIRGTKNS OF ME NRGINU Reasons AND SEOIMEM CONTROL WNDEOK AND VIRGINIA REGUUTONE VR 625-02-00
EROSION AND SMIMFM CONTI REGULATIONS.
Earn ERGSIdi MIT
SEDIMENT CONTROL MEASURES µE ITBE PLACED PRIOR TOV OR AS ME MET ATIN CLEARING.
HA wPY OF ME APPROVER UOSYJX AND SEDIMENT CONTROL PUN SHALL BE AGANTMND) ON ME SALE AT ALL TIMES.
SANDY To COMMENCING LAND DISMRIENG IbTM EB IN AREAS OTHER Ross INDICATED ON THESE PUNS (INCLUDING. BUT NOT
UMEO TO OFF-Sof BORROW OR WASTE AREAS), ME CONIW,CTCR SHALL CUBMR A SUPPEMENTµY ERDSICN CCH M PLAN TO
THE OWNER FOR RENEM AND APPROVAL BY ME PLAN AP LING MH110Rn .
A THE CONTRACTOR IS RESPONSIBLE FOR INBFAHATION BY µY ADDITIONAL EROSON CONIBOL MEASURES NECESSAY TO PRE\THT
ERDSIox AND smIMENTAnOH AS DETERMINED E ME PFMI APPaOWxc AlmaRm.
ALL DISTURBED MEANS ME TO GRAIN TO APPROVED SMME1n CON R L MEASURES AT ALL LWAS WMNG WJo DISTURBING
ACIMTIEs AND WNW SIZE DEVELOPMENT UNTIL nW1 SMBLIGANDN Is ACHIEVED.
..DURING DEW MNG OPERATIONS, WATER WILL BE PUMEO INTO AN APPROVED ALTERING DEVICE
AME CONTIGLTOR MEWL INSPECT ALL EM,SION CONTROL MFA4UfL5 PERIODIGILY AND AFTER EACH RUNOFF -PRODUCING RMNFNL
EVFM. µY NECESSARY REPMRs ON CLEANUP TO NAIMMN ME EFFECTMN65 OF ME EROSION CONTROL NAMES SHALL BE MADE
SHALL BE INERT MATERIALS ONLY, FREE OF
:CWMED WNXIN ] US OF COMPLETION MEN ZONING ORDINANCE SECTON 5.128.
NED IN CCMPLLWCE WILD SECTION 13-301 OF THE CODE OF ALBEMARLE.
NG INOUSIRW-TYPE POWER EQUIPMENT SHAL BE LIMNED TO ME HOURS OF ]:0]AA
BE CONDUCTED IN A RARE WNM MAN M�NS UIERM SUMMER,, OR ORDER TO
MANAGE TO ADJACENT LAND AND IMPROv9a . AND DMVGE TO ANY PUBW STREET
OR CONVERT TO PERMANENT STORMWATER
REOUI ED BY MIs PUN RECN9 E ME SAE
AND MULLHING. SEEDING IS m BE AT 75 F /ABRE, µ0 IN THE
MIX OF ANNUAL MEGEASE AND CEREAL WINTER YCE, OR IN MARCH
AUGUST TD CON55r OF GERMAN MILLR. OEM MULCH IS TO BE
TO BE AFPLIED AT SOLBS/TOTE ALMRWIVES ME SUBJECT TO MPR M BY ME COUNTY SPECON CONTROL INSPECigR
19 STRU LFUNALµMEASSUR6 5 MEASURES
REPMRBMMEDRTFLYD SCOT Ll1UPPS MEY ME STO E CFFANEACH NED MEN BAS OF ME R ART STERµussaffic E
5 HUED WILD M WR R SEGMENT ALL SEED MI µE BE RESEEDED EN NECESSARY TC AMEVE A Woo SLµD OF GRESS, NE
SILT PENCE AND DIVERSION DYKES WHICH ARE COLLECTNG SMIMUR TO HALF THEIR HEIGHT MUST BE CLEANED µ0 REPNRED
IMMEdAIELY.
teALL dAN TPORARY BEGUN D SEDIMENT CONTROL NFASUAR S ARE TO BE REMMEHE D WITHIN SD DAYS OF RNAL SSTABILIZATION,
WHIN MEASURES µE No LQUGER NEEDED, SUBJECT TO APPROVK BY ME COUNTY ERASION CONTROL INSPECTOR.
1LUET �S AND GXXNXwUUTM FLY TO BE WITHIN 95% OF MAXIMUM Do 511YµD 24 OF AVATIMUM MORTURE CONTENT ALL
HILL MATEMK TO BE APPROED By A MADFACHNICAL ENGIHEERA GEOTECHNICAL ENGINEER Is La BE PRESENT DURING
CONSTRUCTION OF DAMS,
2.PIPE AND RISER JONS ME m BE WATERTIGM WITHIN BTOMWATER MANGEMEM FACILTIS.
3.FOR TEMPORARY SMIMEM TRAPS dR MALE WHICH ARE TO BE CONVERTED TO PERMANENT SFORMW WMAREMENT WIUMM;
CONVERSION IS Nor TO TAKE PEACE UNTIL ME anIS STµLIZED, µo PERMISSIONHAS BEEN MUR ER Fame ME COUNTYEROSION CCNTRM INSECNR.
s COUNTVOFALREMARLE
[kpulmento(Conwuwly Davalopmonl
Clnlslructlon Record Drawings (As -built) for VSMP
TLe following is a list of information required on cons=cdon mcord drawings for
stormwater facilities reference Water Protection Ordinance 17422). It is stab[, that the
n
provide deli record drawing be prepared by someone other than the designer. Please do not
provide design drawings as epu[rucnan record drawings.
A. A signed Rod dated pmfessiaral seal of The Mparkg engines Cr surveyor.
B. The name and address of the to. and individual prepadng the drawings on the title then.
C. The rmammd loa:mm. of WI Teems msaiated CAR each facility, and the impecom recols to verify
proper dimensions, materials and insulation. The items include, but are not limited to the following:
1. Inspection Rewrds and phoog ht for pipe Benches and banking. including under ins
2. Video Pipe lmDecdan for any pipes which are not accessible Or viewable.
3. Updated Location with no coordinates W Ru facilities.
4. Yenned 1)pAnme Area map, fro Me dn,Bw area Rested and for dmiwAw m the fmilibes.
5. Current phylwl and tnpograpNtr survey for dl eerNen slTvcmres. Pondsshouldonlodearetey
of the pond IsU¢om. Surveys should verify pond volumes are per design. Con«lions may be requi
for dessfian, rram Me des',
6. PILE, loealim and type.
H. Flus Rod proRlesfar au culwrts, PIpE, Rlsexq Wets and Drainage SUnd-MAIADy no
Imtal1W type of drainage mustmou mlvempipe sire, wore. matedals, flats ar end veatmengt).
plot and outlet proledw, zlig,mwt ad invert eleva ons compard] m design.
8. CompaUgtl : Fur G Nflcut devisiaas from design, pmvide select wmpladom verifying Not
Me as -built condition is rgtivalent or bend than design.
9. Mich Line, - Display Me com"ctW lowtiw of all ditch lines and cbauels, imlWlg typical
seMapt and linings
10, Ememwts - Show WI plank easements with dead book references [Asked. Facilities and it..,
must be within platted ms Provide West ofrs M documems
11 G.A.il, fainva UP othersafely p.v .S Display Me wmwctW location of all salny
provisions; fences, pround, including the type, [eagth and applied end ueaunents, compared or
it.,,,
12. Material layers - biofilta media stone layers, Amid layers. keyaN,X and cores most be verified as to
..ad types and depths. Include impection reports, During arrest pit reports end Amerins
ceniftwfius. I iofilar mMi. must be an approvM sm[e Nor
14. Awmsruds-sM1owrea u Cf access mdt,smpftimindwL . negq ear, es applioeble.
15 Camparrfan m mostimn lequir J m verify Fill urmpm,eri in damn.
I5. ManufacErers rerfiRwtiona forproprinary RMP's certifying Amps installation and Pomtiuing.
Detention Pond Mainle... M ALth ifies
Suggested Frequency
Mow side ste es
Twice during g growing swton,
m Aced], affes man
Remove amshmddeb MAdwUhebmiq
or m
y,mmore frequwtly,
.dfly, now,que,
side slopew
awdncy
AS Cm
mv�W
Villwa, prbmeas.,
emergency spillway, and outflow hssM1 meas. TM1C
ftescurneyy Of ehis ecdviry may be almled to meet specific
sire wood
ests.
M.,pesti Mcides and nueiwts.
Aamally
Trion woody veWe on at the begiming aM and ofthe
-.any -.1 more
rat anam to prevent establishment mosady vegetation
frequendy,m.ceded
I far aesthetic eM Vector courol reawm.
RepairurknwlmvMMarem.
Aulmlly
Control vectme by eliminating ponWng mom.
Auuslly, as needed
Fsepaz mad clear of obuucfiom and woody
Annually
wgati on.
Sced Or sod to reamre dead in d=Med gamd coos.
Annually,mneeded
Monitor s.ucluml components , er sou Cunw,
p Pipes.
Mnull as needed
g
&,lice pkres energy dissipaters) Si of
dieriomlion sucM1 m males, siNR holes, and sepamdon.
such ., Had
Repay erosion AD banks and bottom as required.
Anmally, AS needed
%pplement welhmd plants its apifiednt portion her Got
Annually, Was needed
been established (at least 50A Rothe sudbce erne).
flochuud-EMenled
U we nOrly)
Remove nWis or firmapve plant spares.
Amorally, .n de d
Remove sMimen fiom forebay To reduce the frequency
Auamlly, as.eeded, if
Imam basic clwnin&
applicable
Monitor Sediment ac.0 tiw aldnenove..Wffi
Every III yearn, AS aW
s imwtend regmde about every 10 years or when dm
mnut.I sedimem volume exceeds 1 V20%afthe
bmm volume, or when accumulation reaches 6 inches in
ifre-suspension is observed. CARD in early spring so
vepostion damaged dromp clewing hm time To rc-
enablelf.
ANTI- VORTEX DEVICE DESIGN
L(tff
PLAN VIEW
ens.
Is
N119)u
Fe
Us sup"NFL r
SECTION A -A
ISSRWAGE wE
PREEIALOR PLATE.
1Em01N1uTE0. 6 EXDs mMet ALLY
me.-1. ME Tor IS
HIE
SIR CORRUWN
Hers, " CR MR1,4IEO
>.�R
EL PULE.
D
1 THE c midir Rini BE
PA."SLAMMED To THE
TOP 01 INS RSER,
2. SUPPORT BARS ME WELDED
TO ME
NP OB THE ass
I
ISOMETRIC
TYPICAL TREATMENT - 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA , w% Ae w BEATER
y F S Eesa THAN 4:1
(UNE MESS ONLY ji CW.N arm 1
J
- Jmcnw Smr P' v N.ra s"' "se
CHECK SLOT n��
sar
TAGE Man IN
RUY ANTINS SURETT ^coax AAU 11 OF E
MIND
1 TO to
m
* OFFICE
I,,, tl.yry am gmp1a111.Ar ARM
G.
u 1. W,1RM....
TT I"
ME �MM FROM STEEL WIFE,
SANDY SOL
R AMPLEMIXSUM LmGm FOR aMmmlL
tl0
m up
FIRMLY
I.-�-{ M,
2. I
yeaM oaRmU a OF
To Irz
AAcNpA a..
CHI moser To BE
A
, PARR a.aR-a mRlm V In 1z.
Albemarle County Design Standards Manual - Engineering
1992
moxESllj ]0' MIX,
n assu ,peen,Case
ASPIVLT o=
x
C
zee r
`6' No e.A MFPr W USE
PROFILE
0' MIN.
RDMICR,
NS�RUCTION
^
pF PAVEn
SPHALT
Ir\:/
IXISTHG
2x
2F
PAVEMEML
�Zf
1
BR4WGE
TD sorn
oMUX CATENO NLL WIDTH
-PMRNE
CRESS AND EGRESS
`
iRMpIHG ENLE
OPERATION
B16M
YIN. PDRMxA'.: I
I.
sapM
0 SWIM PPIXG OEVIC:.
- ttsm4 �y�pO
ALTER CLOTH)
SECTION A -A
A nmm AdA wits iN Of 1 much moat be is MBnl MIT A M iti i I I ba8wck
gamutm"'oe. An R Hw,w nn.di
Be asme wad, wtle rode bye wxlee A ey a.m OR arcane 1. An
-am,
Riau dr Rea ktmoor wampou Nlsedhumlcha84epm'aMM firm,
mteE,¢ stow tlrnwc', difcl,ee' m aalac.,m'¢.
PAVED WASH RACK
S OF CORRUGATED
ANTI -SEEP COLLAR
ws.'I,tze
3.14
7 � a�. _ M 1
- lr
T
G SECTION B-B
ELEVATION OF UNASSEMBLED COLLAR x OwsrUTa[0 Pouus [xu1 eC WxXCR NY
wl[z r.1 coLLAE, MAW o, .1. To a[NTn Wlmlm
iu,M
WLEMLLa To a me C IM xweresWreWMW a ME W R ME AGE µIT W V mR[LMMS
1 SPECIFI41pXe,Rove
WAL RE UIRKm WAN AafWLi YASM IT
2. WEN RECIRE w ME a PLAINS COATING OF ARMSSro WEIM[aUAIgH.
COIURS MALL BE IX C..DC WTM E U/Cx eOWll SIWL B[ MXI[Xm M1M wor
SPLCflfvipEp RXO wXSRVCRON WRaW J1AS TOR edNLCRMO CtlLMn E'as,.
DETAIL OF HELICAL PIPE
ANTI -SEEP COLLAR
Classes slab. of 9LOlim rr�a�(ZTvu . -We
OPCHIXGS xM CY[COUM WS
AS %M [ NOOVI..a, 01 THE OflNS
USE µIT LCS N CAMP R 1. AGE R[ 1.CllO
.a 5[CYR[D 10 TIP[. a]> 1WMAEEDEµOHO[iM1r0
WI ORAWSN45 .m[ SE nMRD µ0
r To ER"OffLL ". M[ [xGIEm EER
m ISOMETRIC VIEW
We FORI no xa w rµuacan.N oM xz�u GAGS.
twonxo .. o xoIf& no nuorc.
�>p,+ Non: TWo mum IYPrs M Mar Me courts, uD
STY° 1 wRRWai[O Am, ,YW I1. �sso, CIT axd
arm to ME WMs ME nn o
PARTIAL ELEVATION x m nEa era . x FORAS MED IAGCURAAAAW aip THAT r No,
n, m. _ _ . 1a .1. A.. 11 XnND.MA AM. V[TIWLLY.
Somw: USDA-SCS
Plate 3.14-13
Section 6. Pollution Prevention Plan.
(reference County Code 17-404 and State Regulation 9VAC25-880-70 part Il section AA)
A. Plan showing pollution activities and prevention practices
(Provide a reduced I W7 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.)
Rev 11/2020 PAGE 8 1 6
B. Sources of Pollutants, locations, and prevention practices
No sources of pollution expected beyond what is mentioned in section C.
C. Sources of Pollutants, continued. Common activities and minimum control and prevention
ractices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Follow Erosion and Sediment Control
Clearing, grading, excavating, and on-
Land disturbance area
Plan. Dispose of clearing debris at
stabilized areas
acceptable disposal sites. Seed and mulch,
or sod within 7 days of land clearing
Cover storm drain Wets and use drip
Paving operations
Roads and driveways
pans and absorbentloil dry for all paving
machines to limit leaks and spills
Direct concrete wash water into a leak -
Concrete washout
Current location and detail shown
proof container or leak -proof settling
and cement waste
on plan
basin that is designed so that no overflows
can occur
Enclose or cover material storage areas.
Mix paint indoors in a containment area or
Structure construction, stucco,
Structures
in a flat unpaved area. Prevent the
painting, and cleaning
discharge of soaps, solvents, detergents
and wash water, paint, form release oils
and curing compounds.
Water shall be filtered, settled or similarly
Dewatering operations
Dewatering sites shown on plan
treated prior to discharge as shown on
plan.
Designated areas for material delivery
Material delivery and storage
Designated area shown on plan
and storage. Placed near construction
entrances, away from waterways and
drainage paths
Material use during building process
Building areas
Follow manufacturer's instructions
. MSDS's attached.
waste collection area will not receive a
substantial amount of runoff from upland
Solid waste disposal
Current designated container areas
areas and does not drain directly to a
on plan
waterway. Containers have lids covered
before periods of rain, or are in a covered
area. Scheduled collection to prevent
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
overfilling. MATERIALS NOT TO BE
BURIED ON -SITE
Convenient and well -maintained
portable sanitary facilities will be
Sanitary waste
Current locations shown on plan
provided, and located away from
waterways or inlets. Such facilities shall
be regularly maintained.
Apply fertilizers in accordance with
Landscaping operations
Landscape areas shown on plan
manufacturer's recommendations and
not during rainfall events
To be treated in a sediment basin or
better control as specified on plan.
Wash Waters
Wash areas shown on plan
Minimize the discharge of pollutants
from equipment and vehicle washing
Vehicle and equipment washing
Designated areas and details shown on
Provide containment and filtering for all
plan
wash waters per the plan
Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials
present on the site to precipitation and to stormwater.
Rev 11/2020 PAGE 9 1 6
(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.)
Non-stormwater discharges
Discharge Pollutants or Pollutant Location on Site
Constituents
11
Rev 11/2020 PAGE 10 1
E. Persons responsible for pollution prevention practices
(Provide the names and contact information for all persons responsible for prevention practices as listed above.)
Owner(s):
Broc Troxell
7369 Dyers Mill Lane
Scottsville, VA 24590
570-4120364
Contractor(s):
Company Name:
Contact:
Address:
City, State, Zip:
Telephone:
Fax:
Company Name:
Contact:
Address:
City, State, Zip:
Telephone:
Fax:
Sub - Contractor(s):
Company Name:
Contact:
Address:
City, State, Zip:
Telephone:
Fax:
This SWPPP Was Prepared By:
Blackwell Engineering
566 East Market Street
Harrisonburg, VA 22801
P 540-432-9555
F 540-434-7604
BE Job# 2888
Rev 11/2020 PAGE 111
Response and reporting practices
Minimize dischargesfrom 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,
Report all spills, leaks and discharges as follows;
(Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.)
Erosion and Sediment Control Administrator
Albemarle County:
(434) 972-4126
City of Charlottesville:
Augusta County:
(540) 245-5700
City of Harrisonburg:
Bath County:
(540) 839-7236
City of Staunton:
Frederick County:
(540) 665-5643
City of Waynesboro:
Greene County:
(434) 985-5282
Highland County:
Madison County:
(540) 948-6102
Nelson County:
(434) 263-7082
Orange County:
(540) 672-4347
Page County:
(540) 743-1324
Rockbridge County:
(540) 464-9662
Rockingham County:
(540)564-3047
Shenandoah County:
(540) 459-6190
Warren County:
(540) 636-3354
Department of Environmental Quality
Tidewater Regional Office
Virginia Beach
(757) 518-2000
Piedmont Regional Office
Richmond/Glen Allen
(804) 527-5020
Northern Regional Office
Woodbridge
(703) 583-3800
Valley Regional Office
Harrisonburg
(540) 574-7800
Blue Ridge Regional Office
Lynchburg/Roanoke
(434)582-5120
Southwest Regional Office
Abington
(276) 676-4800
Other DEQ Locations:
Central Office
Richmond
(804) 698-4000
Air Monitoring
Richmond
(804) 698-4424
Surface Water Investigations
Charlottesville
(434) 293-1020
(434)970-3182
(540)432-7700
(540)332-3862
(540)942-6604
(540)463-2323
Rev 11/2020 PAGE 121
When to Report an Oil Spill
CIL SPILL
`l IS THE
SPILL To
NAVIGABLE WATER
OR ADJOINING
�• _ SHORELIHES2_ -
=+
COULD
WATER QUALITI' `---,
STANDARDS BE . ah
VIOLATED?
Amy cd=
THE REPUIRT7NG
E]�741PnoNs
� f
N , APPLY# .
COULD
HE SPILL CAUS 1fES
A FILM, •SHEEN,• OR
`DI SCOLORATI OF#
=t
{ COULD
THE SPILL CAU'
A q-=;1 iinr--F nR
0
Rev 11/2020 PAGE 13
F. 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.)
BMPDescriptiion: Spill Prevention and Control Procedures
I. Employee Training: All employees will be trained in spill prevention and control
procedures during specified training sessions
II. Vehicle Maintenance: Vehicles and equipment will be maintained off -site. All
vehicles and equipment including subcontractor vehicles will be checked for leaking
oil and fluids. Vehicles leaking fluids will not be allowed on -site. Drip pans will be
placed under all vehicles and equipment that are parked overnight.
III. Hazardous Material Storage: Hazardous materials will be stored in accordance with
Section 3, Part 1 and federal and municipal regulations.
IV. Spill Kits: Spill kits will be within the materials storage area and concrete washout
areas.
V. Spills: All spills will be cleaned up immediately upon discovery. Spent absorbent
materials and rags will be hauled off -site immediately after the spill is cleaned up for
disposal. Spills large enough to discharge to surface water will be reported to the
National Response Center at 1-800-424-8802.
VI. Material safety data sheets, a material inventory, and emergency contact information
will be maintained at the on -site project trailer.
Installation Schedule:
The spill prevention and control procedures will be implemented once
construction begins on -site.
Maintenance and
Inspection:
All personnel will be instructed regarding the correct procedures for
spill prevention and control. Notices that state these practices will be
posted, and the individual who manages day-to-day site operations will
be responsible for seeing that these procedures are followed.
Rev 11/2020 PAGE 141
Section 7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
(Provide detailed measures for any applicable TMDL)
Description of receiving waters: Blacks Run
Waterway Pollutants: Blacks Run: Mercury, Fecal Coliform, Sediment, Phosphorus, PCB
Due to these pollutants:
• Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is
reached on any portion of the site;
• Nutrients (e.g., fertilizers) shall be applied in accordance with manufacturer's recommendations or an approved nutrient
management plan and shall not be applied during rainfall events;
• Inspections shall be conducted at a frequency of (i) at least once every four (4) business days or (ii) atleast once every
(5) business days and no later than 48 hours following a measurable storm event. In the event that a measurable stone
event occurs when there are more than 48 hours between business days, the inspection shall be conducted on the next
business day
Rev 11/2020 PAGE 151
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.)
BMP Description: Outlet Protection
Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of
pipes or paved channel sections used to prevent scour at stormwater outlets, to protect the outlet
structure, and to minimize the potential for downstream erosion by reducing the velocity and
energy of concentrated stormwater flows. Applicable to the outlets of all pipes and engineered
channel sections. The structurally lined aprons at the outlets of pipes and paved channel sections
shall be constructed as shown on the plans.
Installation Schedule:
Maintenance and
Inspection:
The lined apron at the outlets of pipes and paved channel sections
shall be inspected weekly and/or after each rainfall to ensure the
allowance of continuous and uninhibited water flow. If the outlet
is blocked, the debris shall be removed.
BMP Description: Temporary Diversion Dike
An earthen perimeter control usually consists of a dike or a combination dike and channel
constructed along the perimeter of and within the disturbed part of a site. An earthen perimeter
control is a ridge of compacted soil, often accompanied by a ditch or swale with a vegetated
lining, at the top or base of a sloping disturbed area. Depending on its location and the
topography of the landscape, an earthen perimeter control can achieve one of two goals.
When on the upslope side of a site, earthen perimeter controls help to prevent surface runoff
from entering a disturbed construction site. An earthen structure located upslope can improve
working conditions on a construction site. It can prevent an increase in the total amount of sheet
flow runoff traveling across the disturbed area and thereby lessen erosion on the site.
Earthen perimeter control structures also can be located on the downslope side of a site. They
divert sediment -laden runoff created onsite to onsite sediment -trapping devices, preventing soil
loss from the disturbed area.
These control practices are called temporary diversion dikes, earth dikes, and interceptor dikes.
No matter what they are called„ all earthen perimeter controls are constructed in a similar way
with a similar objective --to control the velocity or route (or both) of sediment -laden stormwater
runoff.
Installation Schedule:
Rev 11/2020 PAGE 161
Maintenance and
Inspection:
Inspect earthen diversion dikes after each rainfall to ensure
continued effectiveness. Maintain dikes at their original height.
Repair any decrease in height due to settling or erosion
immediately. To remain effective, earth dikes must be compacted
at all times. Regardless of rainfall frequency, inspect dikes at least
once every 2 weeks for evidence of erosion or deterioration.
BMP Description: Temporary Seeding
The establishment of a temporary vegetative cover on disturbed areas by seeding with
appropriate rapidly growing annual plants used to reduce erosion and damage from sediment
runoff. Applicable where exposed soil surfaces are not to be fine -graded for periods longer than
14 days. Such areas include denuded areas, soil stockpiles, dikes, damn, sides of sediment
basins, temporary road banks, etc. A permanent vegetative cover shall be applied to areas that
will be left dormant for a period of more than a year. The seeding shall be used as shown on the
plans.
❑ Permanent ® Temporary
Installation Schedule:
Maintenance and
Inspection: The seeding shall be inspected each week or after each rainfall to
make sure that erosion is not occurring. The plants shall be
watered daily and mowed frequently unless otherwise directed.
Responsible Staff.
BMP Description: Permanent Seeding
The establishment of perennial vegetative cover on disturbed areas by planting seed used to:
1. Reduce erosion and decrease sediment yield from disturbed areas.
2. Permanently stabilize disturbed areas in a manner that is economical, adaptable to site
conditions, and allows selection of the most appropriate plant materials.
3. Improve wildlife habitat.
4. Enhance natural beauty.
Applicable where:
1. Disturbed areas where permanent, long-lived vegetative cover is needed to stabilize the
soil.
2. Rough -graded areas which will not be brought to final grade for a year or more.
PAGE 171
Permanent
Installation Schedule:
Maintenance and
Inspection:
BMP Description: Mulching
High maintenance areas will be mowed frequently, limed and
fertilized frequently and either receive intense use or require
maintaining to an aesthetic standard. Grasses used for these
situations must be fine -leaved and attractive in appearance, able
to form fight sod, and be long-lived perennials. They must be
well -adapted to the geographic area where they are planted,
because constant mowing puts turf under great stress.
Low maintenance areas will be mowed infrequently or not a all;
lime and fertilizer may not be applied on a regular basis; the areas
will not be subjected to intense use, nor required to have a
uniform appearance. These plants must be able to persists with
little maintenance over long periods of time.
Application of plant residues or other suitable materials to the soil surface used:
1. To prevent erosion by protecting the soil surface from raindrop impact and reducing the
velocity of overland flow.
2. To foster the growth of vegetation by increasing available moisture and providing
insulation against extreme heat and cold.
Applicable:
1. Areas which have been permanently seeded should be mulched immediately following
seeding.
2. Areas which cannot be seeded because of the season should be mulched to provide some
protection to the soil surface. Organic mulch should be used, and the area then seeded as
soon weather or seasonal conditions permit. It is not recommended that fiber mulch be
used alone for this practice; at normal application rates it just simply does not provide the
protection that is achieved using other types of mulch.
3. Mulch may be used together with plantings of trees, shrubs, or certain ground covers
which do not provide adequate soil stabilization by themselves.
4. Mulch shall be used in conjunction with temporary seeding operations.
Permanent
Installation Schedule:
Maintenance and
All mulches and soil coverings should be
PAGE 181
(particularly after rainstorms) to check for erosion. Where
erosion is observed in mulched areas, additional mulch should be
applied. Nets and mats should be inspected after rainstorms for
dislocation or failure. If washouts or breakage occur, re -install
netting or matting as necessary after repairing damage to the slope
or ditch. Inspections would take place up until grasses are firmly
established. Where mulch is used in conjunction with ornamental
plantings, inspect periodically throughout the year to determine if
mulch if maintaining coverage of the soil surface; repair as
needed.
BMP Description: Surface Roughening
Providing a rough soil surface with horizontal depressions created by operating a tillage or other
suitable implement on the contour, or by leaving slopes in a roughened condition by not fine -
grading them. Used to aid in establishment of vegetative cover with seed, to reduce runoff
velocity and increase infiltration, and to reduce erosion and provide for sediment trapping.
Applicable where:
1. All slopes steeper than 3:1 require surface roughening, either stair -step grading, grooving,
furrowing, or tracking if they are to be stabilized with vegetation.
2. Areas with grades less steep than 3:1 should have the soil surface lightly roughened and
loose to a depth of 2 to 4 inches prior to seeding.
3. Areas which have been graded and will not be stabilized immediately may be roughened
to reduce runoff velocity until seeding takes place.
4. Slopes with a stable rock face do not require roughening or stabilization.
The surface roughening practice shall be constructed and used as shown on the plans.
❑ Permanent ® Temporary
Installation Schedule:
Maintenance and
Inspection:
BMPDescription: Topsoiling
The surface roughening location shall be inspected at least once a
week or after every rainfall to ensure continued erosion control.
If the measure is ineffective, the surface shall be roughened again
or a new measure shall be taken.
Methods of preserving and using the surface layer of undisturbed soil often enriched in organic
Rev 11/2020 PAGE 191
matter, in order to obtain a more desirable planting and growth medium.
Applicable where:
1. The preservation or importation of topsoil is determined to be the most effective method
of providing a suitable growth medium.
2. The subsoil or existing soil presents the following problems:
a. The texture, pH, or nutrient balance of the available soil cannot be modified by
reasonable means to provide an adequate growth medium.
b. The soil material is too shallow to provide an adequate root zone and to supply
necessary moisture and nutrients for plant growth.
c. The soil contains substances potentially toxic to plant growth.
3. High -quality turf is desirable to withstand intense use or meet aesthetic requirements.
4. Ornamental plants will be established.
5. Only on slopes that are 2:1 or flatter unless other measures are taken to prevent erosion
and sloughing.
The topsoil will be used as shown on the plans.
❑ Permanent ❑ Temporary
Installation Schedule:
Maintenance and
Inspection: The topsoil shall be inspected after every rainfall or at least once a
week to ensure the surface layer of the soil is being preserved. If
this method is ineffective, another measure shall be taken.
Responsible Staff.
BMP Description: Culvert Inlet Protection
A sediment filter located at the inlet to storm sewer culverts. Used to:
1. To prevent sediment from entering, accumulating in and being transferred by a culvert and
associated drainage system prior to permanent stabilization of a disturbed project area.
2. To provide erosion control at culvert inlets during the phase of a project where elevation and
drainage patterns change, causing original control measures to be ineffective or in need of
removal.
Applicable where culvert and associated drainage system is to be made operational prior to
permanent stabilization of the disturbed drainage area. Different types of structures are
applicable to different conditions.
Installation Schedule:
Maintenance and
Inspection: 1. The structure shall be inspected after each rain and repairs
made as needed.
2. Aggregate shall be replaced or cleaned when inspection reveals
that clogged voids are causing ponding problems which
interfere with on -site construction.
4 Cedimrnt chall hp remnved and thr imnnnnriment rretnrrd to itc
PAGE 20
original dimensions when sediment has accumulated to one -ha
the design depth. Removed sediment shall be deposited in a
suitable area and in such a manner that it will not erode and
cause sedimentation problems.
4. Temporary structures shall be removed when they have served
their useful purpose, but not before the up slope area has been
permanently stabilized.
BMP Description: Storm Drain Inlet Protection
A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet used to
prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed
area. Applicable where storm drain inlets are to be made operational before permanent stabilization of
the corresponding disturbed drainage area. Different types of structures are applicable to different
conditions.
Installation Schedule:
Maintenance and
Inspection:
BMP Description: Silt Fence
1. The structure shall be inspected after each rain and repairs
made as needed.
2. Sediment shall be removed and the trap restored to its original
dimensions when the sediment has accumulated to one half the
design depth of the trap. Removed sediment shall be deposited
in a suitable area and in such a manner that it will not erode.
3. Structures shall be removed and the area stabilized when the
remaining drainage area has been properly stabilized.
A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to
supporting posts and entrenched used to:
1. To intercept and detain small amounts of sediment from disturbed areas during construction
operations in order to prevent sediment from leaving the site.
2. To decrease the velocity of sheet flows and low -to -moderate level channel flows.
Applicable:
1. Below disturbed areas where erosion would occur in the form of sheet and rill erosion.
2. Where the size of the drainage area is no more than one quarter acre per 100 feet of silt fence
length; the maximum slope length behind the barrier is 100 feet; and the maximum gradient
behind the barrier is 50 percent (2:1).
3. In minor swales or ditch lines where the maximum contributing drainage area is no greater than 1
acre and flow is no greater than 1 cfs.
4. Silt fence will not be used in areas where rock or some other hard surface prevents the full and
uniform depth anchoring of the barrier.
Installation Schedule: PAGE 21
Ltd
Maintenance and
Inspection:
1. Silt fences shall be inspected immediately after each rainfall
and at least daily during prolonged rainfall Any required
repairs shall be made immediately.
2. Close attention shall be paid to the repair of damaged silt fence
resulting from end runs and undercutting.
3. Should the fabric on a silt fence decompose or become
ineffective prior to the end of the expected usable life and the
barrier still be necessary, the fabric shall be replaced promptly.
4. Sediment deposits should be removed after each storm event.
They must be removed when deposits reach approximately one-
half the height of the barrier.
5. Any sediment deposits remaining in place after the silt fence is
no longer required shall be dressed to conform with the existing
grade, prepared and seeded.
Responsible Staff.
BMP Description: Rock Check Dams
Small temporary stone dams constructed across a swale or drainage ditch used to reduce the
velocity of concentrated stormwater flows, thereby reducing erosion of the Swale or ditch. This
practice also traps sediment generated from adjacent areas or the ditch itself, mainly by ponding
of the stormwater runoff. Field experience has shown it to perform more effectively than silt
fence or straw bales in the effort to stabilize `wet -weather" ditches.
Conditions Where Practice Applies
This practice, utilizing a combination of stone sizes, is limited to use in small open channels
which drain 10 acres or less. It should not be used in a live stream as the objective should be to
protect the live watercourse. Some specific applications include:
1. Temporary ditches or swales which, because of their short length of service, cannot
receive a non -erodible lining but still need protection to reduce erosion.
2. Permanent ditches or swales which, for some reason, cannot receive a permanent non -
erodible lining for an extended period of time.
3. Either temporary or permanent ditches or swales which need protection during the
establishment of grass linings.
4. An aid in the sediment trapping strategy for a construction site. This practice is not a
substitute for major perimeter trapping measures such as a SEDIMENT TRAP or a
SEDIMENT BASIN.
Installation Schedule:
Maintenance and
Inspection:
Check dams should be checked for sediment accumulation after
each runoff -producing storm event. Sediment should be removed
when it reaches one half of the original height of the measure.
Regular inspections should be made to insure that the center of
the dam is lower than the edges. Erosion caused by high flows
around the edges of the dam should be corrected
PAGE 221
BMP Description: Temporary Sediment Basin
A temporary barrier or dam with a controlled stormwater release structure formed by constructing an
embankment of compacted soil across a drainage way used to detain sediment -laden runoff from
disturbed areas in "wet' and "dry" storage long enough for the majority of the sediment to settle out.
Applicable below disturbed areas where the total contributing drainage area is equal to or greater than
three (3) acres. There must be sufficient space and appropriate topography for the construction of a
temporary impoundment. These structures are limited to a useful life of 18 months unless they are
designed as permanent impoundments. It is recommended that these measures, by virtue of their potential
to impound large volumes of water, be designed by a qualified professional.
Installation Schedule:
Maintenance and
Inspection:
The basin embankment should be checked regularly to ensure that it is
structurally sound and has not been damaged by erosion or construction
equipment. The emergency spillway should be checked regularly to
ensure that its lining is well established and erosion -resistant. The basin
should be checked after each runoff -producing rainfall for sediment
cleanout. When the sediment reaches the clean -out level, it shall be
removed and properly disposed of.
BMP Description: Construction Road Stahilization
The temporary stabilization of access roads, subdivision roads, parking areas, and other onsite vehicle
transportation routes with stone immediately after grading. Used:
1. To reduce the erosion of temporary roadbeds by construction traffic during wet weather.
2. To reduce the erosion and subsequent regrading of permanent roadbeds between the time of
initial grading and final stabilization.
Applicable wherever stone -base roads or parking areas are constructed, whether permanent or temporary,
for use by construction traffic.
Installation Schedule:
Maintenance and
Inspection:
Both temporary and permanent roads and parking areas may require
periodic top dressing with new gravel. Seeded areas adjacent to the
roads and parking areas should be checked periodically to ensure that a
vigorous stand of vegetation is maintained. Roadside ditches and other
drainage structures should be checked regularly to ensure that they do
not become clogged with silt or other debris.
BP ion: Hazardous Waste Materials PAGE 23 1
All hazardous waste materials such as oil filters, petroleum products, paint, and equipment maintenance
fluids will be stored in structurally sound and sealed shipping containers, within the hazardous materials
storage area. Hazardous waste materials will be stored in appropriate and clearly marked containers and
segregated from other non -waste materials. Secondary containment will be provided for all waste
materials in the hazardous materials storage area and will consist of commercially available spill pallets.
Additionally, all hazardous waste materials will be disposed of in accordance with federal, state, and
municipal regulations. Hazardous waste materials will not be disposed of into the on -site dumpsters. All
personnel will be instructed, during tailgate training sessions, regarding proper procedures for hazardous
waste disposal. Notices that state these procedures will be posted in the office trailer and the individual
who manages day-to-day site operations will be responsible for seeing that these procedures are followed.
Installation Schedule:
Shipping containers used to store hazardous waste materials will be
installed once the site materials storage area has been installed.
Maintenance and
Inspection:
The hazardous waste material storage areas will be inspected weekly
and after storm events. The storage areas will be kept clean, well
organized, and equipped with ample cleanup supplies as appropriate for
the materials being stored. Material safety data sheets, material
inventory, and emergency contact numbers will be maintained in the
office trailer.
Responsible Staff.
BMPDescription: Recycling
Wood pallets, cardboard boxes, and other recyclable construction scraps will be disposed of in a
designated dumpster for recycling. The dumpster will have a secure watertight lid, be placed away from
stormwater conveyances and drains and meet all local and state solid -waste management regulations.
Only solid recyclable construction scraps from the site will be deposited in the dumpster. All personnel
will be instructed, during tailgate training sessions, regarding the correct procedure for disposal of
recyclable construction scraps. Notices that state these procedures will be posted in the office trailer, and
the individual who manages day-to-day site operations will be responsible for seeing that these
procedures are followed.
Installation Schedule:
Maintenance and
Inspection:
Designated recycling dumpsters will be installed once the combined
staging area has been established.
The recycling dumpster will be inspected weekly and immediately after
storm events. The recycling dumpster will be emptied weekly and taken
to an approved recycling center. If recyclable construction wastes are
exceeding the dumpster's capacity, the dumpsters will be emptied more
frequently.
Rev 11/2020 PAGE 241
BMP Description: Sanitary Waste
Temporary sanitary facilities (portable toilets) will be provided at the site throughout the construction
phase. The toilets will be in the staging area. The portable toilets will be located away from a
concentrated flow paths and traffic flow and will have collection pans underneath as secondary
containment.
Installation Schedule:
The portable toilets will be brought to the site once the staging area has
been established.
Maintenance and
Inspection:
All sanitary waste will be collected from the portable facilities a
minimum of three times per week. The portable toilets will be inspected
weekly for evidence of leaking holding tanks. Toilets with leaking
holding tanks will be removed from the site and replaced with new
portable toilets.
Responsible Staff.
BMP Description: Waste Materials
All waste materials will be collected and disposed of into trash dumpsters in a designated materials
storage area. Dumpsters will have a secure watertight lid, be placed away from stormwater conveyances
and drains, and meet all federal, state, and municipal regulations. Only trash and construction debris from
the site will be deposited in the dumpster. No construction materials will be buried on -site. All personnel
will be instructed, during tailgate training sessions, regarding the correct disposal of trash and
construction debris. Notices that state these practices will be posted in the office trailer and the individual
who manages day -today site operations will be responsible for seeing that these practices are followed.
Installation Schedule:
Trash dumpsters will be installed once the materials storage area has
been established.
Maintenance and
Inspection: The dumpsters will be inspected weekly and immediately after storm
events. The dumpster will be emptied weekly. If trash and construction
debris are exceeding the dumpster's capacity, the dumpsters will be
emptied more frequently.
Responsible Staff.
BMP Description: Materials Storage Area
Construction equipment and maintenance materials will be stored at the combined staging area and
materials storage areas. Gravel bag berms will be installed around the perimeter to designate the staging
and materials storage area. A watertight shipping container will be used to store hand tools, small parts,
Rev 11/2020 PAGE 25
and other construction materials.
Nonhazardous building materials such as packaging material (wood, plastic, and glass), and construction
scrap material (brick, wood, steel, metal scraps, and pipe cuttings) will be stored in a separate covered
storage facility adjacent to the shipping container. All hazardous -waste materials such as oil filters,
petroleum products, paint, and equipment maintenance fluids will be stored in structurally sound and
sealed containers under cover within the hazardous materials storage area.
Very large items, such as framing materials and stockpiled lumber, will be stored in the open in the
materials storage area. Such materials will be elevated on wood blocks to minimize contact with runoff.
Installation Schedule:
The materials storage area will be installed after grading and before any
infrastructure is constructed at the site.
Maintenance and
Inspection:
The storage area will be inspected weekly and after storm events. The
storage area will be kept clean, well organized, and equipped with
ample cleanup supplies as appropriate for the materials being stored.
Perimeter controls, containment structures, covers, and liners will be
repaired or replaced as needed to maintain proper function.
Responsible Staff.
BMP Description: Concrete Washout
A designated temporary, above -grade concrete washout area will be constructed with a recommended
minimum length and minimum width of 10 feet, but with sufficient quantity and volume to contain all
liquid and concrete waste generated by washout operations. The washout area will be lined with plastic
sheeting at least 10 mils thick and free of any holes or tears. Signs will be posted marking the location of
the washout area to ensure that concrete equipment operators use the proper facility.
Concrete pours will not be conducted during or before an anticipated storm event. Concrete mixer trucks
and chutes will be washed in the designated area or concrete wastes will be properly disposed of off -site.
When the temporary washout area is no longer needed for the construction project, the hardened concrete
and materials used to construct the area will be removed and disposed of according to the maintenance
section below, and the area will be stabilized.
Installation Schedule:
Maintenance and
Inspection:
The washout area will be constructed before concrete pours occur at the
site.
I he washout areas will he inspected daily to ensure that all concrete
washing is being discharged into the washout area, no leaks or tears are
present, and to identify when concrete wastes need to be removed. The
washout areas will be cleaned out once the area is filled to 75 percent of
the holding capacity. Once the area's holding capacity has been
reached, the concrete wastes will be allowed to harden, the concrete
will be broken up, removed, and disposed of properly. The plastic
sheeting will be replaced if tears occur during removal of concrete
wastes from the washout area.
PAGE 261
Responsible Staff.
BMP Description: Vehicle/Equipment Fueling and Maintenance
Several types of vehicles and equipment may be used on -site throughout the project, including graders,
scrapers, excavators, loaders, paving equipment, rollers, trucks and trailers, backhoes, and forklifts. All
major equipment/vehicle fueling and maintenance will be performed off -site. A small, 20-gallon pickup
bed fuel tank will be kept on -site in the combined staging area. When vehicle fueling must occur on -site,
the fueling activity will occur in the staging area. Only minor equipment maintenance will occur on -site.
All equipment fluids generated from maintenance activities will be disposed of into designated drums
stored on spill pallets in accordance with Part 3.1. Absorbent, spill -cleanup materials and spill kits will be
available at the combined staging and materials storage area. Drip pans will be placed under all
equipment receiving maintenance and vehicles and, when necessary, equipment parked overnight.
Installation Schedule:
BMPs implemented for equipment and vehicle maintenance and fueling
activities will begin at the start of the project.
Maintenance and
Inspection:
Inspect equipment/vehicle storage areas and fuel tank weekly and after
storm events. Vehicles and equipment will be inspected on each day of
use. Leaks will be repaired immediately, or the problem vehicle(s) or
equipment will be removed from the project site. Keep ample supply of
spill -cleanup materials on -site and immediately clean up spills and
dispose of materials properly.
Responsible Staff.
BMP Description: All equipment and vehicle washing will be performed off -site.
Installation Schedule: I N/A
Maintenance and I N/A
Rev 11/2020 PAGE 27 1
Section 9. Signed Certification
(Provide certification accordIb
ing to 9VAC25-870-370)
CERTWICATION
"I certify under penalty of law that this .document and all attacchments 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 impriscmment for knowing violations."
Operator Name..
Company:
Title:
Signature:
Date:
e
* V t s
Zen. C fN\J
0
Rev I1/2020 PAGE 281
Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stonnwater pollution
prevention plan. A formal, signed delegation of authority is needed.)
at the
Vollub
•
Y SI
ive for
mg tlffa
General Permit (CGP),, and that the designee above meets the defini
-,,r \
Delegation of Authority
(name, hereby designate the person or specifically descnbed positi
Iq
an below to be a duly authorized
0 fiance with environmental requirements, including the C
W41,414,!L%�Ujl i- fJ4!i
coon site. The designeeis authorized to sign any reports, stormwater
d by the permit.
(name of person or
(company)
(ad&m)
(city, state, zip)
(phone)
core
OpemtorName.4V ���� V. �
Company:
Title..
Signature;
Date:
Rev 11/2020
Oj
position)
to make such a designation as set forth in the Construction
lion of a "duly authorized representative".
PAGE 291
10
Ale"'r' -- --
Section 11. General permit copy
(Provide a copy of the construction general permit, 9VAC25-880)
Rev 11/2020 PAGE 30
CHAPTER 880
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION
ACTIVITIES
9VAC25-880-1. Definitions.
The words and terms used in this chapter shall have the meanings defined in the Virginia
Stormwater Management Act (Article 2.3 (§ 62.1-44.15:24 et seq.) of Chapter 3.1 of Title 62.1 of
the Code of Virginia), this chapter, and 9VAC25-870 unless the context clearly indicates
otherwise, except as otherwise specified in this section. Terms not defined in the Act, this
chapter, or 9VAC25-870 shall have the meaning attributed to them in the federal Clean Water
Act (33 USC § 1251 et seq.) (CWA). For the purposes of this chapter:
"Business day" means Monday through Friday excluding state holidays.
"Commencement of land disturbance" means the initial disturbance of soils associated with
clearing, grading, or excavating activities or other construction activities (e.g., stockpiling of fill
material).
"Construction site" means the land where any land -disturbing activity is physically located or
conducted, including any adjacent land used or preserved in connection with the land -disturbing
activity.
"Final stabilization" means that one of the following situations has occurred:
1. All soil disturbing activities at the site have been completed and a permanent
vegetative cover has been established on denuded areas not otherwise permanently
stabilized. Permanent vegetation shall not be considered established until a ground
cover is achieved that is uniform (e.g., evenly distributed), mature enough to survive,
and will inhibit erosion.
2. For individual lots in residential construction, final stabilization can occur by either:
a. The homebuilder completing final stabilization as specified in subdivision 1 of this
definition; or
b. The homebuilder establishing temporary soil stabilization, including perimeter
controls for an individual lot prior to occupation of the home by the homeowner, and
informing the homeowner of the need for, and benefits of, final stabilization.
3. For construction projects on land used for agricultural purposes , final stabilization
may be accomplished by returning the disturbed land to its preconstruction agricultural
use. Areas disturbed that were not previously used for agricultural activities, such as
buffer strips immediately adjacent to surface waters, and areas that are not being
returned to their preconstruction agricultural use must meet the final stabilization criteria
specified in subdivision 1 or 2 of this definition.
"Immediately" means as soon as practicable, but no later than the end of the next business
day, following the day when the land -disturbing activities have temporarily or permanently
ceased. In the context of this general permit, "immediately" is used to define the deadline for
initiating stabilization measures.
"Impaired waters" means surface waters identified as impaired on the 2012 § 305(b)/303(d)
Water Quality Assessment Integrated Report.
"Infeasible" means not technologically possible or not economically practicable and
achievable in light of best industry practices.
"Initiation of stabilization activities" means:
1. Prepping the soil for vegetative or nonvegetative stabilization;
Page 1 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
2. Applying mulch or other nonvegetative product to the exposed area;
3. Seeding or planting the exposed area;
4. Starting any of the above activities on a portion of the area to be stabilized, but not on
the entire area; or
5. Finalizing arrangements to have the stabilization product fully installed in compliance
with the applicable deadline for completing stabilization.
This list is not exhaustive.
"Measurable storm event" means a rainfall event producing 0.25 inches of rain or greater
over 24 hours.
"Stabilized" means land that has been treated to withstand normal exposure to natural
forces without incurring erosion damage.
9VAC25-880-10. Purpose.
This general permit regulation governs stormwater discharges from regulated construction
activities. For the purposes of this chapter, these discharges are defined as stormwater
discharges associated with large construction activity, and stormwater discharges associated
with small construction activity. Stormwater discharges associated with other types of industrial
activity shall not have coverage under this general permit. This general permit covers only
discharges through a point source to surface waters or through a municipal or nonmunicipal
separate storm sewer system to surface waters. Stormwater discharges associated with
industrial activity that originate from construction activities that have been completed and the
site has undergone final stabilization are not authorized by this general permit.
9VAC25-880-15. Applicability of incorporated references based on the dates that they
became effective.
Except as noted, when a regulation of the United States set forth in the Code of Federal
Regulations is referenced and incorporated herein, that regulation shall be as it exists and has
been published in the July 1, 2013, update.
9VAC25-880-20. Effective date of general permit.
This general permit is effective on July 1, 2014. The general permit will expire on June 30,
2019. This general permit is effective for any covered operator upon compliance with all
provisions of 9VAC25-880-30.
9VAC25-880-30. Authorization to discharge.
A. Any operator governed by this general permit is authorized to discharge to surface waters
of the Commonwealth of Virginia provided that:
1. The operator submits a complete and accurate registration statement, if required to do
so, in accordance with 9VAC25-880-50 and receives acceptance of the registration by
the board;
2. The operator submits any permit fees, if required to do so, in accordance with
9VAC25-870-700 et seq.;
3. The operator complies with the applicable requirements of 9VAC25-880-70;
4. The operator obtains approval of:
Page 2 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
a. An erosion and sediment control plan from the appropriate VESCP authority as
authorized under the Erosion and Sediment Control Regulations (9VAC25-840),
unless the operator receives from the VESCP an "agreement in lieu of a plan" as
defined in 9VAC25-840-10 or prepares the erosion and sediment control plan in
accordance with annual standards and specifications approved by the department.
The operator of any land -disturbing activity that is not required to obtain erosion and
sediment control plan approval from a VESCP authority or is not required to adopt
department -approved annual standards and specifications shall submit the erosion
and sediment control plan to the department for review and approval; and
b. A stormwater management plan from the appropriate VSMP authority as
authorized under the Virginia Stormwater Management Program (VSMP) Regulation
(9VAC25-870), unless the operator prepares the stormwater management plan in
accordance with annual standards and specifications approved by the department.
The operator of any land -disturbing activity that is not required to obtain stormwater
management plan approval from a VSMP authority or is not required to adopt
department -approved annual standards and specifications shall submit the
stormwater management plan to the department for review and approval; and
5. The board has not notified the operator that the discharge is not eligible for coverage
in accordance with subsection B of this section.
B. The board will notify an operator that the discharge is not eligible for coverage under this
general permit in the event of any of the following:
1. The operator is required to obtain an individual permit in accordance with 9VAC25-
870-410 B;
2. The operator is proposing discharges to surface waters specifically named in other
board regulations that prohibit such discharges;
3. The discharge causes, may reasonably be expected to cause, or contributes to a
violation of water quality standards (9VAC25-260);
4. The discharge violates or would violate the antidegradation policy in the Water Quality
Standards (9VAC25-260-30) ; or
5. The discharge is not consistent with the assumptions and requirements of an
applicable TMDL approved prior to the term of this general permit.
C. 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:
1. The support activity is directly related to a construction activity that is required to have
general permit coverage for discharges of stormwater from construction activities;
2. The support activity is not a commercial operation , nor does it serve multiple
unrelated construction activities by different operators;
3. The support activity does not operate beyond the completion of the last construction
activity it supports;
4. The support activity is identified in the registration statement at the time of general
permit coverage;
5. Appropriate control measures are identified in a stormwater pollution prevention plan
and implemented to address the discharges from the support activity areas; and
6. All applicable, state, federal, and local approvals are obtained for the support activity.
D. Support activities located off -site are not required to be covered under this general
permit. Discharges of stormwater from off -site support activities may be authorized under
Page 3 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
another state or VPDES permit. Where stormwater discharges from off -site support activities
are not authorized under this general permit, the land area of the off -site support activity need
not be included in determining the total land disturbance acreage of the construction activity
seeking general permit coverage.
E. 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.
F. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Water 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 source, 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 water 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 groundwater 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 irrigations.
G. Approval for coverage under this general permit does not relieve any operator of the
responsibility to comply with any other applicable federal, state or local statute, ordinance or
regulation.
H. Continuation of general permit coverage.
1. Any operator that was authorized to discharge under the general permit issued in
2009 and that submits a complete and accurate registration statement on or before June
30, 2014, is authorized to continue to discharge under the terms of the 2009 general
permit until such time as the board either:
a. Issues coverage to the operator under this general permit or
b. Notifies the operator that the discharge is not eligible for coverage under this
general permit.
2. When the operator is not in compliance with the conditions of the expiring or expired
general permit the board may choose to do any or all of the following:
Page 4 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
a. Initiate enforcement action based upon the 2009 general permit;
b. Issue a notice of intent to deny the new general permit. If the general permit is
denied, the owner or operator would then be required to cease the activities
authorized by the continued general permit or be subject to enforcement action for
operating without a state permit;
C. Issue a new state permit with appropriate conditions; or
d. Take other actions authorized by the VSMP Regulation (9VAC25-870).
9VAC25-880-40. Delegation of authorities to state and local programs.
A board -approved VSMP authority is authorized to administer requirements of this general
permit, including but not limited to: (i) registration statement acceptance; (ii) fee collection; (iii)
stormwater management plan review and approval; and (iv) permit compliance and enforcement
dependent upon conditions established as part of the board approval.
9VAC25-880-50. General permit application (registration statement).
A. Deadlines for submitting registration statement. Any operator seeking coverage under
this general permit, and that is required to submit a registration statement, shall submit a
complete and accurate general VPDES permit registration statement in accordance with this
section, which shall serve as a notice of intent for coverage under the general VPDES permit for
discharges of stormwater from construction activities.
1. New construction activities.
a. Any operator proposing a new stormwater discharge from construction activities
shall submit a complete and accurate registration statement to the VSMP authority
prior to the commencement of land disturbance.
b. 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
authorized to discharge under this general permit, provided that:
(1) The operator submits a complete and accurate registration statement to the
VSMP authority no later than 30 days after commencing land disturbance; and
(2) Documentation to substantiate the occurrence of the public emergency is
provided with the registration statement.
c. Any operator proposing a new stormwater discharge associated with the
construction of a single-family residence separately built, disturbing less than one
acre and part of a larger common plan of development or sale, is authorized to
discharge under this general permit and is not required to submit a registration
statement or the department portion of the permit fee, provided that the stormwater
management plan for the larger common plan of development or sale provides
permanent control measures (i.e., stormwater management facilities) encompassing
the single family residence.
2. Existing construction activities.
a. 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:
(1) Submit a complete and accurate registration statement to the VSMP authority on
or before June 1, 2014; and
Page 5 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(2) Update its stormwater pollution prevention plan to comply with the requirements
of this general permit no later than 60 days after the date of coverage under this
general permit.
b. Any operator with an existing stormwater discharge associated with the
construction of a single-family residence separately built, disturbing less than one
acre and part of a larger common plan of development or sale, and that intends to
continue coverage under this general permit, is authorized to discharge under this
general permit and is not required to submit a registration statement or the
department portion of the permit fee, provided that:
(1) The stormwater management plan for the larger common plan of development or
sale provides permanent control measures (i.e., stormwater management facilities)
encompassing the single-family residence; and
(2) The operator updates 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.
3. For stormwater discharges from construction activities where the operator changes,
the new operator must submit a complete and accurate registration statement or transfer
agreement form to the VSMP authority prior to assuming operational control over site
specifications or commencing work on -site.
4. Late notifications. Operators are not prohibited from submitting registration statements
after commencing land disturbance. When a late registration statement is submitted,
authorization for discharges shall not occur until coverage under the general permit is
issued. The VSMP authority, department, board, and the EPA reserve the right to take
enforcement action for any unpermitted discharges that occur between the
commencement of land disturbance and discharge authorization.
B. Registration statement. The operator shall submit a registration statement to the VSMP
authority that shall contain the following information:
1. Name, contact, mailing address, telephone number, and email address if available of
the construction activity operator. No more than one operator may receive coverage
under each registration statement.
NOTE: General permit coverage will be issued to this operator, and the certification in
subdivision 11 of this subsection must be signed by the appropriate person associated
with this operator;
2. Name and location if available of the construction activity and all off -site support
activities to be covered under this general permit, including city or county, and latitude
and longitude in decimal degrees;
3. Status of the construction activity: federal, state, public, or private;
4. Nature of the construction activity (e.g., commercial, industrial, residential, agricultural,
oil and gas, etc.);
5. Name of the receiving water(s) and HUC ;
6. If the discharge is through a municipal separate storm sewer system (MS4), the name
of the municipal separate storm sewer system operator;
7. Estimated project start date and completion date;
8. Total land area of development and estimated area to be disturbed by the
construction activity (to the nearest one -hundredth of an acre);
9. Whether the area to be disturbed by the construction activity is part of a larger
common plan of development or sale;
Page 6 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
10. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance
with the requirements of the General VPDES Permit for Stormwater Discharges from
Construction Activities prior to submitting the registration statement. By signing the
registration statement the operator certifies that the SWPPP has been prepared ; and
11. The following 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."
C. The registration statement shall be signed in accordance with 9VAC25-880-70, Part III K.
9VAC25-880-60. Termination of general permit coverage.
A. Requirements. The operator of the construction activity shall submit a notice of
termination to the VSMP authority after one or more of the following conditions have been met:
1. Necessary permanent control measures included in the SWPPP for the site are in
place and functioning effectively and final stabilization has been achieved on all portions
of the site for which the operator is responsible. When applicable, long-term
responsibility and maintenance requirements for permanent control measures shall be
recorded in the local land records prior to the submission of a notice of termination;
2. Another operator has assumed control over all areas of the site that have not been
finally stabilized and obtained coverage for the ongoing discharge;
3. Coverage under an alternative VPDES or state permit has been obtained; or
4. For residential construction only, temporary soil stabilization has been completed and
the residence has been transferred to the homeowner.
The notice of termination should be submitted no later than 30 days after one of the above
conditions being met. Authorization to discharge terminates at midnight on the date that the
notice of termination is submitted for the conditions set forth in subdivisions 2 through 4 of this
subsection unless otherwise notified by the VSMP authority or the department. Termination of
authorizations to discharge for the conditions set forth in subdivision 1 of this subsection shall
be effective upon notification from the department that the provisions of subdivision 1 of this
subsection have been met or 60 days after submittal of the notice of terminations, whichever
occurs first.
B. Notice of termination. The notice of termination shall contain the following information:
1. Name, contact, mailing address, telephone number, and email address if available of
the construction activity operator.
2. Name and location if available of the construction activity covered under this general
permit, including city or county, and latitude and longitude in decimal degrees.
3. The general permit registration number.
4. The basis for submission of the notice of termination, pursuant to subsection A of this
section.
5. Where applicable, a list of the on -site and off -site permanent control measures (both
structural and nonstructural) that were installed to comply with the stormwater
Page 7 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
management technical criteria. For each permanent control measure that was installed,
the following information shall be included:
a. The type of permanent control measure installed and the date that it became
functional as a permanent control measure;
b. The location if available of the permanent control measure, including city or
county, and latitude and longitude in decimal degrees;
c. The receiving water of the permanent control measures; and
d. The number of total and impervious acres treated by the permanent control
measure (to the nearest one -tenth of an acre).
6. Where applicable, the following information related to participation in a regional
stormwater management plan. For each regional stormwater management facility, the
following information shall be included:
a. The type of regional facility to which the site contributes;
b. The location if available of the regional facility, including city or county, and latitude
and longitude in decimal degrees; and
c. The number of total and impervious site acres treated by the regional facility (to
the nearest one -tenth of an acre).
7. Where applicable, the following information related to perpetual nutrient credits that
were acquired in accordance with § 62.1-44.15:35 of the Code of Virginia:
a. The name of the nonpoint nutrient credit generating entity from which perpetual
nutrient credits were acquired; and
b. The number of perpetual nutrient credits acquired (lbs. per acre per year).
8. The following certification: "I certify under penalty of law that I have read and
understand this notice of termination and that this document and all attachments were
prepared in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the
person or persons who manage the system or those persons directly responsible for
gathering the information, the information submitted is to the best of my knowledge and
belief true, accurate, and complete. I am aware that there are significant penalties for
submitting false information including the possibility of fine and imprisonment for
knowing violations."
C. The notice of termination shall be signed in accordance with 9VAC25-880-70 Part III K.
D. Termination by the board. The board may terminate coverage under this general permit
during its term and require application for an individual permit or deny a general permit renewal
application on its own initiative in accordance with the Act, this chapter, and the VSMP
Regulation, 9VAC25-870.
9VAC25-880-70. General permit.
Any operator whose registration statement is accepted by the board will receive the
following general permit and shall comply with the requirements contained therein and be
subject to all requirements of 9VAC25-870.
Page 8 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
General Permit No.: VAR10
Effective Date: July 1, 2014
Expiration Date: June 30, 2019
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION
ACTIVITIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT
In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the
Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of
construction activities are authorized to discharge to surface waters within the boundaries of the
Commonwealth of Virginia, except those specifically named in State Water Control Board
regulations that prohibit such discharges.
The authorized discharge shall be in accordance with this cover page, Part I - Discharge
Authorization and Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III
- Conditions Applicable to All VPDES Permits as set forth herein.
PART
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
1. During the period beginning with the date of coverage under this general permit and
lasting until the general permit's expiration date, the operator is authorized to discharge
stormwater from construction activities.
2. This general permit also authorizes stormwater discharges from support activities
(e.g., concrete or asphalt batch plants, equipment staging yards, material storage areas,
excavated material disposal areas, borrow areas) located on -site or off -site provided
that:
a. The support activity is directly related to the construction activity that is required to
have general permit coverage for discharges of stormwater from construction
activities;
b. The support activity is not a commercial operation, nor does it serve multiple
unrelated construction activities by different operators ;
c. The support activity does not operate beyond the completion of the last
construction activity it supports;
d. The support activity is identified in the registration statement at the time of general
permit coverage;
e. Appropriate control measures are identified in a stormwater pollution prevention
plan and implemented to address the discharges from the support activity areas; and
f. All applicable state, federal, and local approvals are obtained for the support
activity.
B. Limitations on coverage.
1. Post -construction discharges. This general permit does not authorize stormwater
discharges that originate from the site after construction activities have been completed
and the site, including any support activity sites covered under the general permit
Page 9 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
registration, has undergone final stabilization. Post -construction industrial stormwater
discharges may need to be covered by a separate VPDES permit.
2. Discharges mixed with nonstormwater. This general permit does not authorize
discharges that are mixed with sources of nonstormwater, other than those discharges
that are identified in Part I E (Authorized nonstormwater discharges) and are in
compliance with this general permit.
3. Discharges covered by another state permit. This general permit does not authorize
discharges of stormwater from construction activities that have been covered under an
individual permit or required to obtain coverage under an alternative general permit.
4. Impaired waters and TMDL limitation. Discharges of stormwater from construction
activities to surface waters identified as impaired in the 2012 § 305(b)/303(d) Water
Quality Assessment Integrated Report or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit for (i) sediment or
a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii) nutrients
(i.e., nitrogen or phosphorus) are not eligible for coverage under this general permit
unless the operator develops, implements, and maintains a SWPPP that minimizes the
pollutants of concern and, when applicable, is consistent with the assumptions and
requirements of the approved TMDL wasteload allocations. In addition, the operator
shall implement the following items:
a. The impaired water(s), approved TMDL(s), and pollutant(s) of concern, when
applicable, shall be identified in the SWPPP;
b. Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
c. Nutrients shall be applied in accordance with manufacturer's recommendations or
an approved nutrient management plan and shall not be applied during rainfall
events; and
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be
amended as follows:
(1) Inspections shall be conducted at a frequency of (i) at least once every four
business days or (ii) at least once every five business days and no later than 48
hours following a measurable storm event. In the event that a measurable storm
event occurs when there are more than 48 hours between business days, the
inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction,
or other similar linear construction activities shall inspect all outfalls discharging to
surface waters identified as impaired or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit.
5. Exceptional waters limitation. Discharges of stormwater from construction activities
not previously covered under the general permit issued in 2009 to exceptional waters
identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit
unless the operator implements the 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
Page 10 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be
amended as follows:
(1) Inspections shall be conducted at a frequency of (i) at least once every four
business days or (ii) at least once every five business days and no later than 48
hours following a measurable storm event. In the event that a measurable storm
event occurs when there are more than 48 hours between business days, the
inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction,
or other similar linear construction activities shall inspect all outfalls discharging to
exceptional waters.
6. There shall be no discharge of floating solids or visible foam in other than trace
amounts.
C. Commingled discharges. Discharges authorized by this general permit may be
commingled with other sources of stormwater that are not required to be covered under a state
permit, so long as the commingled discharge is in compliance with this general permit.
Discharges authorized by a separate state or VPDES permit may be commingled with
discharges authorized by this general permit so long as all such discharges comply with all
applicable state and VPDES permit requirements.
D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, I C and I E,
all discharges covered by this general permit shall be composed entirely of stormwater
associated with construction activities. All other discharges including the following are
prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing
compounds, and other construction materials;
3. Fuels, oils, or other pollutants used in vehicle and equipment operation and
maintenance;
4. Oils, toxic substances, or hazardous substances from spills or other releases; and
5. Soaps, solvents , or detergents used in equipment and vehicle washing.
E. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit when discharged in compliance with
this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents
have not been used and the wash water has been filtered, settled, or similarly treated
prior to discharge;
4. Water used to control dust that has been filtered, settled, or similarly treated prior
to discharge;
5. Potable water sources, including uncontaminated waterline flushings;
6. Routine external building wash down where soaps, solvents or detergents have
not been used and the wash water has been filtered, settled, or similarly treated prior
to discharge;
7. Pavement wash waters where spills or leaks of toxic or hazardous materials have
not occurred (or where all spilled or leaked material has been removed prior to
Page 11 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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.
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:
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 are met. Authorization to discharge
terminates at midnight on the date that the notice of termination is submitted for the
conditions set forth in subdivisions 1 b through 1 d of this subsection. Termination of
authorizations to discharge for the conditions set forth in subdivision 1 a of this
subsection shall be effective upon notification from the department that the provisions of
subdivision 1 a of this subsection have been met or 60 days after submittal of the notice
of termination, whichever occurs first.
3. The notice of termination shall be signed in accordance with Part 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 SWPPP at the construction site that minimize pollutants in the discharge
as necessary to ensure that the operator's discharge does not cause or contribute to an
excursion above any applicable water quality standard.
2. If it is determined by the department that the operator's discharges are causing, have
reasonable potential to cause, or are contributing to an excursion above any applicable
water quality standard, the department, in consultation with the VSMP authority, may
take appropriate enforcement action and require the operator to:
a. Modify or implement additional control measures in accordance with Part II B to
adequately address the identified water quality concerns;
Page 12 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 I II K.
PART II
STORMWATER POLLUTION PREVENTION PLAN
A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission
of a registration statement and implemented for the construction activity, including any support
activity, covered by this general permit. SWPPPs shall be prepared in accordance with good
engineering practices. Construction activities that are part of a larger common plan of
development or sale and disturb less than one acre may utilize a SWPPP template provided by
the department and need not provide a separate stormwater management plan if one has been
prepared and implemented for the larger common plan of development or sale.
The SWPPP requirements of this general permit may be fulfilled by incorporating by
reference other plans such as a spill prevention control and countermeasure (SPCC) plan
developed for the site under § 311 of the federal Clean Water Act or best management
practices (BMP) programs otherwise required for the facility provided that the incorporated plan
meets or exceeds the SWPPP requirements of Part II A. All plans incorporated by reference into
the SWPPP become enforceable under this general permit. If a plan incorporated by reference
does not contain all of the required elements of the SWPPP, the operator must develop the
missing elements and include them in the SWPPP.
Any operator that was authorized to discharge under the general permit issued in 2009, and
that intends to continue coverage under this general permit, shall update its stormwater pollution
prevention plan to comply with the requirements of this general permit no later than 60 days
after the date of coverage under this general permit.
A. Stormwater pollution prevention plan contents. The SWPPP shall include the following
items:
1. General information.
a. A signed copy of the registration statement 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;
Page 13 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(3) Locations of major structural and nonstructural control measures, including
sediment basins and traps, perimeter dikes, sediment barriers, and other measures
intended to filter, settle, or similarly treat sediment, that will be installed between
disturbed areas and the undisturbed vegetated areas in order to increase sediment
removal and maximize stormwater infiltration;
(4) Locations of surface waters;
(5) Locations where concentrated stormwater is discharged;
(6) Locations of support activities, when applicable and when required by the VSMP
authority, including but not limited to (i) areas where equipment and vehicle washing,
wheel wash water, and other wash water is to occur; (ii) storage areas for chemicals
such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete wash out
areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste facilities,
including those temporarily placed on the construction site; and (vi) construction
waste storage; and
(7) When applicable, the location of the on -site rain gauge or the methodology
established in consultation with the VSMP authority used to identify measurable
storm events for inspection purposes.
2. Erosion and sediment control plan.
a. An erosion and sediment control plan approved by the VESCP authority as
authorized under the Erosion and Sediment Control Regulations (9VAC25-840), an
"agreement in lieu of a plan" as defined in 9VAC25-840-10 from the VESCP
authority, or an erosion and sediment control plan prepared in accordance with
annual standards and specifications approved by the department. Any operator
proposing a new stormwater discharge from construction activities that is not
required to obtain erosion and sediment control plan approval from a VESCP
authority or does not adopt department -approved annual standards and
specifications shall submit the erosion and sediment control plan to the department
for review and approval.
b. All erosion and sediment control plans shall include a statement describing the
maintenance responsibilities required for the erosion and sediment controls used.
c. A properly implemented approved erosion and sediment control plan, "agreement
in lieu of a plan," or erosion and sediment control plan prepared in accordance with
department -approved annual standards and specifications, that adequately:
(1) Controls the volume and velocity of stormwater runoff within the site to minimize
soil erosion;
(2) Controls stormwater discharges, including peak flow rates and total stormwater
volume, to minimize erosion at outlets and to minimize downstream channel and
stream bank erosion;
(3) Minimizes the amount of soil exposed during the construction activity;
(4) Minimizes the disturbance of steep slopes;
(5) Minimizes sediment discharges from the site in a manner that addresses (i) the
amount, frequency, intensity, and duration of precipitation; (ii) the nature of resulting
stormwater runoff; and (iii) soil characteristics, including the range of soil particle
sizes present on the site;
(6) Provides and maintains natural buffers around surface waters, directs stormwater
to vegetated areas to increase sediment removal, and maximizes stormwater
infiltration, unless infeasible;
Page 14 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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
(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 a stormwater management plan prepared in
accordance with annual standards and specifications approved by the department.
Any operator proposing a new stormwater discharge from construction activities that
is not required to obtain stormwater management plan approval from a VSMP
authority or does not adopt department -approved annual standards and
specifications shall submit the stormwater management plan to the department for
review and approval.
b. Existing construction activities. Any operator that was authorized to discharge
under the general permit issued in 2009, and that intends to continue coverage
under this general permit, shall ensure compliance with the requirements of 9VAC25-
870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to
the water quality and quantity requirements. The SWPPP shall include a description
of, and all necessary calculations supporting, all post -construction stormwater
management measures that will be installed prior to the completion of the
construction process to control pollutants in stormwater discharges after construction
operations have been completed. Structural measures should be placed on upland
soils to the degree possible. Such measures must be designed and installed in
accordance with applicable VESCP authority, VSMP authority, state, and federal
requirements, and any necessary permits must be obtained.
4. Pollution prevention plan. A pollution prevention plan that addresses potential
pollutant -generating activities that may reasonably be expected to affect the quality of
stormwater discharges from the construction activity, including any support activity. The
pollution prevention plan shall:
a. Identify the potential pollutant -generating activities and the pollutant that is
expected to be exposed to stormwater;
b. Describe the location where the potential pollutant -generating activities will occur,
or if identified on the site plan, reference the site plan;
c. Identify all nonstormwater discharges, as authorized in Part I E of this general
permit, that are or will be commingled with stormwater discharges from the
construction activity, including any applicable support activity;
d. Identify the person responsible for implementing the pollution prevention practice
or practices for each pollutant -generating activity (if other than the person listed as
the qualified personnel);
e. Describe the pollution prevention practices and procedures that will be
implemented to:
(1) Prevent and respond to leaks, spills, and other releases including (i) procedures
for expeditiously stopping, containing, and cleaning up spills, leaks, and other
Page 15 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
releases; and (ii) procedures for reporting leaks, spills, and other releases in
accordance with Part III G;
(2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle
fueling and maintenance activities (e.g., providing secondary containment such as
spill berms, decks, spill containment pallets, providing cover where appropriate, and
having spill kits readily available);
(3) Prevent the discharge of soaps, solvents, detergents, and wash water from
construction materials, including the clean-up of stucco, paint, form release oils, and
curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs)
to prevent contact with stormwater; (ii) collection and proper disposal in a manner to
prevent contact with stormwater; and (iii) a similarly effective means designed to
prevent discharge of these pollutants);
(4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel
wash water, and other types of washing (e.g., locating activities away from surface
waters and stormwater inlets or conveyance and directing wash waters to sediment
basins or traps, using filtration devices such as filter bags or sand filters, or using
similarly effective controls);
(5) Direct concrete wash water into a leak -proof container or leak -proof settling
basin. The container or basin shall be designed so that no overflows can occur due
to inadequate sizing or precipitation. Hardened concrete wastes shall be removed
and disposed of in a manner consistent with the handling of other construction
wastes. Liquid concrete wastes shall be removed and disposed of in a manner
consistent with the handling of other construction wash waters and shall not be
discharged to surface waters;
(6) Minimize the discharge of pollutants from storage, handling, and disposal of
construction products, materials, and wastes including (i) building products such as
asphalt sealants, copper flashing, roofing materials, adhesives, and concrete
admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape
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 term of this
general permit, and exceptional waters. The SWPPP shall:
a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and
exceptional waters identified in 9VAC25-260-30 A 3 c, when applicable;
b. Provide clear direction that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas
within seven days after final grade is reached on any portion of the site;
Page 16 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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
4orPart IB5.
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
operator's qualified personnel, or by local, state, or federal officials, it is determined that
the existing control measures are ineffective in minimizing pollutants in discharges from
the construction activity. Revisions to the SWPPP shall include additional or modified
control measures designed and implemented to correct problems identified. If approval
by the VESCP authority, VSMP authority, or department is necessary for the control
measure, revisions to the SWPPP shall be completed no later than seven calendar days
following approval. Implementation of these additional or modified control measures
must be accomplished as described in Part II G.
3. The SWPPP must clearly identify the contractor(s) that will implement and maintain
each control measure identified in the SWPPP. The SWPPP shall be amended to
identify any new contractor that will implement and maintain a control measure.
4. 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
Page 17 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
g. Measures taken to address any evidence identified as a result of an inspection
required under Part II F.
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance
with Part III K.
C. Public Notification. Upon commencement of land disturbance, the operator shall post
conspicuously a copy of the notice of coverage letter near the main entrance of the construction
activity. For linear projects, the operator shall post the notice of coverage letter at a publicly
accessible location near an active part of the construction project (e.g., where a pipeline crosses
a public road). The operator shall maintain the posted information until termination of general
permit coverage as specified in Part I F.
D. SWPPP availability.
1. Operators with day-to-day operational control over SWPPP implementation shall have
a copy of the SWPPP available at a central location on -site for use by those identified as
having responsibilities under the SWPPP whenever they are on the construction site.
2. The operator shall make the SWPPP and all amendments, modifications, and updates
available upon request to the department, the VSMP authority, the EPA, the VESCP
authority, local government officials, or the operator of a municipal separate storm sewer
system receiving discharges from the construction activity. If an on -site location is
unavailable to store the SWPPP when no personnel are present, notice of the SWPPP's
location must be posted near the main entrance of the construction site.
3. The operator shall make the SWPPP available for public review in an electronic
format or in hard copy. Information for public access to the SWPPP shall be posted and
maintained in accordance with Part II C. If not provided electronically, public access to
the SWPPP may be arranged upon request at a time and at a publicly accessible
location convenient to the operator or his designee but shall be no less than once per
month and shall be during normal business hours. Information not required to be
contained within the SWPPP by this general permit is not required to be released.
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 11 F identify an existing control measure that needs
to be modified or if an additional control measure is necessary for any reason,
implementation shall be completed prior to the next anticipated measurable storm event.
If implementation prior to the next anticipated measurable storm event is impracticable,
then alternative control measures shall be implemented as soon as practicable, but no
later than seven days after discovery or a longer period as established by the VSMP
authority.
F. SWPPP Inspections.
1. Personnel responsible for on -site and off -site inspections. Inspections required by this
general permit shall be conducted by the qualified personnel identified by the operator in
the SWPPP. The operator is responsible for insuring that the qualified personnel conduct
the inspection.
Page 18 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
2. Inspection schedule.
a. Inspections shall be conducted at a frequency of:
(1) At least once every five business days; or
(2) At least once every 10 business days and no later than 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 silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment
trapping measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization;
(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;
Page 19 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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
(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;
Page 20 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
e. The location(s) of control measures that failed to operate as designed or proved
inadequate or inappropriate for a particular location;
f. The location(s) where any evidence identified under Part II F 3 a (7) exists;
g. The location(s) where any additional control measure is needed that did not exist
at the time of inspection;
h. A list of corrective actions required (including any changes to the SWPPP that are
necessary ) as a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that
have not been implemented; and
j. The date and signature of the qualified personnel and the operator or its duly
authorized representative.
The inspection report and any actions taken in accordance with Part II must be retained
by the operator as part of the SWPPP for at least three years from the date that general
permit coverage expires or is terminated. The inspection report shall identify any
incidents of noncompliance. Where an inspection report does not identify any incidents
of noncompliance, the report shall contain a certification that the construction activity is
in compliance with the SWPPP and this general permit. The report shall be signed in
accordance with Part III K of this general permit.
G. Corrective actions.
1. The operator shall implement the corrective action(s) identified as a result of an
inspection as soon as practicable but no later than seven days after discovery or a
longer period as approved by the VSMP authority. If approval of a corrective action by a
regulatory authority (e.g., VSMP authority, VESCP authority, or the department) is
necessary, additional control measures shall be implemented to minimize pollutants in
stormwater discharges until such approvals can be obtained.
2. The operator may be required to remove accumulated sediment deposits located
outside of the construction activity covered by this general permit as soon as practicable
in order to minimize environmental impacts. The operator shall notify the VSMP authority
and the department as well as obtain all applicable federal, state, and local
authorizations, approvals, and permits prior to the removal of sediments accumulated in
surface waters including wetlands.
PART III
CONDITIONS APPLICABLE TO ALL VPDES PERMITS
NOTE: Discharge monitoring is not required for this general permit. If the operator chooses
to monitor stormwater discharges or control measures, the operator must comply with the
requirements of subsections A, B, and C, as appropriate.
A. Monitoring.
1. Samples and measurements taken for the purpose of monitoring shall be
representative of the monitoring activity.
2. Monitoring shall be conducted according to procedures approved under 40 CFR Part
136 or alternative methods approved by the U.S. Environmental Protection Agency,
unless other procedures have been specified in this general permit. Analyses performed
according to test procedures approved under 40 CFR Part 136 shall be performed by an
environmental laboratory certified under regulations adopted by the Department of
General Services (1 VAC30-45 or 1 VAC30-46).
Page 21 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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.
3. If the operator monitors any pollutant specifically addressed by this general permit
more frequently than required by this general permit using test procedures approved
under 40 CFR Part 136 or using other test procedures approved by the U.S.
Environmental Protection Agency or using procedures specified in this general permit,
the results of this monitoring shall be included in the calculation and reporting of the data
submitted in the DMR or reporting form specified by the department.
4. Calculations for all limitations which require averaging of measurements shall utilize
an arithmetic mean unless otherwise specified in this general permit.
D. Duty to provide information. The operator shall furnish, within a reasonable time, any
information which the board may request to determine whether cause exists for modifying,
revoking and reissuing, or terminating this general permit or to determine compliance with this
general permit. The board, department, EPA, or VSMP authority may require the operator to
furnish, upon request, such plans, specifications, and other pertinent information as may be
necessary to determine the effect of the wastes from his discharge on the quality of surface
waters, or such other information as may be necessary to accomplish the purposes of the CWA
and the Virginia Stormwater Management Act. The operator shall also furnish to the board,
department, EPA, or VSMP authority, upon request, copies of records required to be kept by
this general permit.
E. Compliance schedule reports. Reports of compliance or noncompliance with, or any
progress reports on, interim and final requirements contained in any compliance schedule of this
general permit shall be submitted no later than 14 days following each schedule date.
Page 22 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia,
except in compliance with a state permit issued by the department, it shall be unlawful to cause
a stormwater discharge from a construction activity.
G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a
discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or
a hazardous substance or oil in an amount equal to or in excess of a reportable quantity
established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-
44.34:19 of the Code of Virginia that occurs during a 24-hour period into or upon surface waters
or who discharges or causes or allows a discharge that may reasonably be expected to enter
surface waters, shall notify the Department of Environmental Quality of the discharge
immediately upon discovery of the discharge, but in no case later than within 24 hours after said
discovery. A written report of the unauthorized discharge shall be submitted to the department
and the VSMP authority within five days of discovery of the discharge. The written report shall
contain:
1. A description of the nature and location of the discharge;
2. The cause of the discharge;
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be;
and
8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the
present discharge or any future discharges not authorized by this general permit.
Discharges reportable to the department and the VSMP authority under the immediate
reporting requirements of other regulations are exempted from this requirement.
H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge
including a "bypass" or "upset', as defined herein, should occur from a facility and the discharge
enters or could be expected to enter surface waters, the operator shall promptly notify, in no
case later than within 24 hours, the department and the VSMP authority by telephone after the
discovery of the discharge. This notification shall provide all available details of the incident,
including any adverse effects on aquatic life and the known number of fish killed. The operator
shall reduce the report to writing and shall submit it to the department and the VSMP authority
within five days of discovery of the discharge in accordance with Part III 12. Unusual and
extraordinary discharges include but are not limited to any discharge resulting from:
1. Unusual spillage of materials resulting directly or indirectly from processing
operations;
2. Breakdown of processing or accessory equipment;
3. Failure or taking out of service of some or all of the facilities; and
4. Flooding or other acts of nature.
I. Reports of noncompliance. The operator shall report any noncompliance which may
adversely affect surface waters or may endanger public health.
1. An oral report to the department and the VSMP authority shall be provided within 24
hours from the time the operator becomes aware of the circumstances. The following
shall be included as information that shall be reported within 24 hours under this
subdivision:
Page 23 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
a. Any unanticipated bypass; and
b. Any upset that causes a discharge to surface waters.
2. A written report shall be submitted within five days and shall contain:
a. A description of the noncompliance and its cause;
b. The period of noncompliance, including exact dates and times, and if the
noncompliance has not been corrected, the anticipated time it is expected to
continue; and
c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
The department may waive the written report on a case -by -case basis for reports of
noncompliance under Part III I if the oral report has been received within 24 hours and
no adverse impact on surface waters has been reported.
3. The operator shall report all instances of noncompliance not reported under Part III 1 1
or 2 in writing as part of the SWPPP. The reports shall contain the information listed in
Part 111 1 2.
NOTE: The reports required in Part III G, H and I shall be made to the department and
the VSMP authority. Reports may be made by telephone, email, or by fax. For reports
outside normal working hours, leaving a recorded message shall fulfill the immediate
reporting requirement. For emergencies, the Virginia Department of Emergency
Management maintains a 24-hour telephone service at 1-800-468-8892.
4. Where the operator becomes aware of a failure to submit any relevant facts, or
submittal of incorrect information in any report, including a registration statement, to the
department or the VSMP authority, the operator shall promptly submit such facts or
correct information.
J. Notice of planned changes.
1. The operator shall give notice to the department and the VSMP authority as soon as
possible of any planned physical alterations or additions to the permitted facility or
activity. Notice is required only when:
a. The operator plans an alteration or addition to any building, structure, facility, or
installation that may meet one of the criteria for determining whether a facility is a
new source in 9VAC25-870-420;
b. The operator plans an alteration or addition that would significantly change the
nature or increase the quantity of pollutants discharged. This notification applies to
pollutants that are not subject to effluent limitations in this general permit; or
2. The operator shall give advance notice to the department and VSMP authority of any
planned changes in the permitted facility or activity, which may result in noncompliance
with state permit requirements.
K. Signatory requirements.
1. Registration statement. All registration statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this
chapter, a responsible corporate officer means: (i) a president, secretary, treasurer,
or vice-president of the corporation in charge of a principal business function, or any
other person who performs similar policy -making or decision -making functions for the
corporation; or (ii) the manager of one or more manufacturing, production, or
operating facilities, provided the manager is authorized to make management
decisions that govern the operation of the regulated facility including having the
Page 24 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 representative may thus
be either a named individual or any individual occupying a named position); and
c. The signed and dated written authorization is included in the SWPPP. A copy must
be provided to the department and VSMP authority, if requested.
3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate
because a different individual or position has responsibility for the overall operation of
the construction activity, a new authorization satisfying the requirements of Part III K 2
shall be submitted to the VSMP authority as the administering entity for the board prior
to or together with any reports or information to be signed by an authorized
representative.
4. Certification. Any person signing a document under Part III K 1 or 2 shall make the
following certification:
"I certify under penalty of law that I have read and understand this document and that
this document and all attachments were prepared in accordance with a system designed
to assure that qualified personnel properly gathered and evaluated the information
submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations."
L. Duty to comply. The operator shall comply with all conditions of this general permit. Any
state permit noncompliance constitutes a violation of the Virginia Stormwater Management Act
and the Clean Water Act, except that noncompliance with certain provisions of this general
permit may constitute a violation of the Virginia Stormwater Management Act but not the Clean
Water Act. Permit noncompliance is grounds for enforcement action; for state permit
Page 25 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
termination, revocation and reissuance, or modification; or denial of a state permit renewal
application.
The operator shall comply with effluent standards or prohibitions established under § 307(a)
of the Clean Water Act for toxic pollutants within the time provided in the regulations that
establish these standards or prohibitions or standards for sewage sludge use or disposal, even
if this general permit has not yet been modified to incorporate the requirement.
M. Duty to reapply. If the operator wishes to continue an activity regulated by this general
permit after the expiration date of this general permit, the operator shall submit a new
registration statement at least 90 days before the expiration date of the existing general permit,
unless permission for a later date has been granted by the board. The board shall not grant
permission for registration statements to be submitted later than the expiration date of the
existing general permit.
N. Effect of a state permit. This general permit does not convey any property rights in either
real or personal property or any exclusive privileges, nor does it authorize any injury to private
property or invasion of personal rights, or any infringement of federal, state or local law or
regulations.
O. State law. Nothing in this general permit shall be construed to preclude the institution of
any legal action under, or relieve the operator from any responsibilities, liabilities, or penalties
established pursuant to any other state law or regulation or under authority preserved by § 510
of the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III
U) and "upset' (Part III V), nothing in this general permit shall be construed to relieve the
operator from civil and criminal penalties for noncompliance.
P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to
preclude the institution of any legal action or relieve the operator from any responsibilities,
liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14
through 62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act.
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
Page 26 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
essential maintenance to ensure efficient operation. These bypasses are not subject to
the provisions of Part III U 2 and 3.
2. Notice.
a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the
operator shall submit prior notice to the department, if possible at least 10 days
before the date of the bypass.
b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass
as required in Part III I.
3. Prohibition of bypass.
a. Except as provided in Part III U 1, bypass is prohibited, and the board or
department may take enforcement action against an operator for bypass unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe
property damage. Severe property damage means substantial physical damage to
property, damage to the treatment facilities that causes them to become inoperable,
or substantial and permanent loss of natural resources that can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not
mean economic loss caused by delays in production;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes, or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate back-up
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass that occurred during normal periods of equipment
downtime or preventive maintenance; and
(3) The operator submitted notices as required under Part III U 2.
b. The department may approve an anticipated bypass, after considering its adverse
effects, if the department determines that it will meet the three conditions listed in
Part III U3a.
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;
Page 27 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
c. The operator submitted notice of the upset as required in Part III I; and
d. The operator complied with any remedial measures required under Part III S.
5. In any enforcement proceeding, the operator seeking to establish the occurrence of
an upset has the burden of proof.
W. Inspection and entry. The operator shall allow the department as the board's designee,
the VSMP authority, EPA, or an authorized representative of either entity (including an
authorized contractor), upon presentation of credentials and other documents as may be
required by law to:
1. Enter upon the operator's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that must be kept under
the conditions of this general permit;
3. Inspect and photograph at reasonable times any facilities, equipment (including
monitoring and control equipment), practices, or operations regulated or required under
this general permit; and
4. Sample or monitor at reasonable times, for the purposes of ensuring state permit
compliance or as otherwise authorized by the Clean Water Act or the Virginia
Stormwater Management Act, any substances or parameters at any location.
For purposes of this section, the time for inspection shall be deemed reasonable during
regular business hours, and whenever the facility is discharging. Nothing contained herein shall
make an inspection unreasonable during an emergency.
X. State permit actions. State permits may be modified, revoked and reissued, or terminated
for cause. The filing of a request by the operator for a state permit modification, revocation and
reissuance, or termination, or a notification of planned changes or anticipated noncompliance
does not stay any state permit condition.
Y. Transfer of state permits.
1. State permits are not transferable to any person except after notice to the department.
Except as provided in Part III Y 2, a state permit may be transferred by the operator to a
new operator only if the state permit has been modified or revoked and reissued, or a
minor modification made, to identify the new operator and incorporate such other
requirements as may be necessary under the Virginia Stormwater Management Act and
the Clean Water Act.
2. As an alternative to transfers under Part III Y 1, this state permit may be automatically
transferred to a new operator if:
a. The current operator notifies the department at least 30 days in advance of the
proposed transfer of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators
containing a specific date for transfer of state permit responsibility, coverage, and
liability between them; and
c. The department does not notify the existing operator and the proposed new
operator of its intent to modify or revoke and reissue the state permit. If this notice is
not received, the transfer is effective on the date specified in the agreement
mentioned in Part II I 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.
Page 28 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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.
9VAC25-880-80. (Repealed.)
9VAC25-880-82. (Repealed.)
9VAC25-880-84. (Repealed.)
9VAC25-880-86. (Repealed.)
9VAC25-880-88. (Repealed.)
9VAC25-880-90. (Repealed.)
9VAC25-880-100. Delegation of authority.
The director, or his designee, may perform any act of the board provided under this chapter,
except as limited by § 62.1-44.14 of the Code of Virginia.
FORMS (9VAC25-880)
Department of Environmental Quality Construction Activity Operator Permit Fee Form (rev.
01/2014)
Notice of Termination - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Registration Statement - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Transfer Agreement - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Page 29 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
Section 12. Inspection logs
(Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section B and F.)
Rev 11/2020 PAGE 311
Inspection Report - Top Soiling
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Top Soiling (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Temporary Seeding
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Temporary Seeding (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Permanent Seeding
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Permanent Seeding (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Mulching
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Mulching (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Soil Stabilization Blankets and Matting
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - Soil Stabilization Blankets and Matting (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report -
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Inspection Report - (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Corrective Action Log
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
Corrective Action Log (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Inspection
Date
Inspector
Names
Location/
Weather
Description of Discharge or
Deficiency if anplanned
Corrective Action Needed (including
date/responsibleperson)
Date Action
Taken/Res onsible person
SWPPP Amendment Log
Project Name: Troxell Poultry House
SWPPP Contact:
Amendment No.
Description of the Amendment
Date of Amendment
Amendment Prepared by
Names and Title
SWPPP Amendment Log (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Amendment No.
Description of the Amendment
Date of Amendment
Amendment Prepared by
Names and Title
Grading and Stabilization Activities Log
Project Name: Troxell Poultry House
SWPPP Contact:
Date
Grading
Activity
Initiated
Description of Grading Activity
Date Grading
Activity Ceased
(Indicate
Temporary or
Permanent
Date When
Stabilization
Measures are
Initiated
Description of Stabilization Measure and
Location
Grading and Stabilization Activities Log (CONTINUED)
Project Name: Troxell Poultry House
SWPPP Contact:
Date
Grading
Activity
Initiated
Description of Grading Activity
Date Grading
Activity Ceased
(Indicate
Temporary or
Permanent
Date When
Stabilization
Measures are
Initiated
Description of Stabilization Measure and
Location