HomeMy WebLinkAboutARB201800144 Plan - Revision 2018-11-30 4 4 F,
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FEATUREOLDTRAIL DRIVE ENTRY ° o 5o
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ESC AND SWM PLAN �? ¢`
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COUNTY OF ALBEMARLE, VIRGINIA `� �Z
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SITE DATA SHEET INDEX v) y d� Lo
OWNER/DEVELOPER: MARCH MOUNTAIN PROPERRES LLC CONTACT DAVE BROCKMAN V
�•�1 -,, ,�. .� Ih'♦' ,, .� SHEET 1 --COVER SHEEP ry�� Q o n1005 HEATHERCROFT CIRCLE, SUITE 100 CELL (702)-985-908B ,, 1�� ��i ����I1�1 II �� �� P'] W mCROZET,, VA 22932 dave0oldtrallvllloge.com pN��� ��I/.,��`��j #, eA �1���� SHEET 2 --EXISTING CONDITIONS/EROSION CONTROL PLAN/DETAILS Q ltJ am
PUN PREPARER: ROUDABUSH, GALE, &ASSOCIATES , �S�I ,� ��",♦ ' / SHEET 3 --DRAINAGE COMPLIANCE MAP ? °i Z172 SOUTH PANTOPS DRIP£ 11111140ail ,��IIIIIIIIIIIIII�j44' ��,,♦,`��, . ' ,I O
CHARLOTTESNLLE, VA. 22902 !`lppp 11 r4 � ♦. �(434)-977-0205 / II�������j O ♦III n. _,� I `��/ SHEET 4 --EROSION CONTROL NARRATIVE W i7 a.14w.j_
I, iling ::::...pii, -" -f g, —�j����♦•� SHEET 5 — LANDSCAPE PLAN/DETAILSLik
`TAX MAP PARCEL No: A PORTON OF 055E-01-A3 and A PORTION OF 55E-01--A4 . �F�IA'���►��U//71="4—'
earii. - �figini1� ♦ '�'`� J
ZONING NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE MTH PROFFERS OF ZMA-04-024 • �•, �.d re '�41111 ' ,��-:-**-- ,;- 1
APPROVED ON SEPTEMBER 14, 2005 • , ,• O. O+ "'11jI- , ,,`\
MAGISTERIAL DISTRICT W/ITE HALL MAGISTERIAL DISTRICT .,' . ����I.�I�I..,11I1I:„ �`,
STORMWATER MANAGEMENT.' AS DEFINED BY THE OVERALL SIi7RMWq TER MASTER PLAN(WP0201600008), APPROVED ,�11� I s e�' '
4/25/2016. THIS PROPOSED ENTRY FEATURE DEVELOPMENT ON BLOCKS 34 AND 19 REQUIRE '�, ��, ��� I -
APPROXIMATELYUTREATMENT
A TOTAL OFC 0.0E IN THE
OFS PHOSPHORUS REMOVAL THERE S CURRENTLY ��r ‘„��,'•� -�/8-� ` �, i
SURPLUS OF TREATMENT ACREAGE IN THE SWIM MASTER PLAN, WI/IG/IS UNDERSTOOD 7D BE . ��,,' �� 17�\1ll brill 1� 1
SUFFICIENT COVERAGE FOR WATER DUALITY REQUIREMENTS UNTIL THE FINAL APO PLAN FOR 416/ i��Iri.� �:= �\,
THESE BLOCKS ARE APPROVED BY ALBEIMARLE COUNTY ENGINEERING �M..,10,� ���� '_���•Ih OI hI\ 11 d I 1
WATERSHED: ucxiNato�CREEK ��♦♦ �:' ���� ��l�� � 111 LEGEND €,� �1 rrrri\�i� / �� I►IITOPOGRAPHY.• LOUISA AERIAL SURV£/'$AU(Y/ST 2012 .� 4jlj , 1 r
ROUDABUSH GALE&ASSOC TYPOGRAPHIC F1E_0 SURVEY, OCTOBER 2018 r I �� G�,
EXISTNG NTERMEDIATE CONTOUR —32�_. PROPOSED TREE
BENCHMARK: WEST TRAFFIC POLE CONC BASE- 708.2 / '•�._ lc
Wil=' EXl57NG NDEX CONTOUR -30 EXISTING WATERLNE W/TEE -+
PROPOSED CONTOUR -20 PROPOSED WATERLNE W/TEE
DATUM: VERTICAL-NAVE,88, HORIZONTAL -NAD 83 \ E%EP
� EXSTNG EDGE OF PAVEMENT EXISTNG FRE HYDRANT
CRITICAL SLOPES NO CRITICAL SLOPES EXIST WHIN THE PROJECT OMITS • ��� PROPOSED EDGE OF PAVEMENTEp PROPOSED FRE HYDRANT - V
FLOODPLAIN: HIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS AS SHOWN ON FLOOD ,� \ ® EXLOTNG CURB AND GUTTER EXISTING EXSTNG WATER VALVE i
INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003 0237 D. EFFECTIVE DATE ♦:ems COe
FEBRUARY 4. ZOOS. ��`��� �', '��Ill.''/�, PROPOSED CURB AND GUTTER PROPOSED WATER VALVE ® m
,�;i •r�\\ .-T\\ 1.��''�'. TRANSITION FROM CG-6 ROLL-TOP W.' —ROLL•TOP PROPOSED WATER METER 0 331 -
I
LANDSCAPING: TO BE SUBMITTED UNDER SEPARATE COVER Ilir /mll.. "�01 t o] EXISTING STORM SEWER '�'RCP EXISTING REDUCER ► ¢d I
LIGHTING: TO BE SUBMITTED UNDER SEPARATE COVER _11 IOW GD�� ,'���t� 1S 6CP PROPOSED REDUCER ►
PROPOSED STORM SEWER ���
' , :�f. H DX RAMPgroG 2) O..
EXISTING SANITARY SEWER O \�- z
NO EVIDENCE OF A BURIAL SITE WAS FOUND QV THIS PORROW OF PARCELS co-+z u+oroa,uawcroriu
n PROPOSED SANITARY SEWER 0 srnronno a+wr�U �HurcP
THERE ARE NO STREAM BUFFER(S) WTHIN OR DIRECTLY ADJACENT 70 THE PROJECT SITE Z ,��.j PARKING ND gTORP�p � s 1�
• PROPERTY LINE ��A\,TH Op `,
THE PROJECT SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-FORESTAL DISTRICT. 414,1I
& / EASEMENT LNEBENCHMARK ,o�' 'I'c
THE PROJECT SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. \ CENTERLINE SRORgOLSSLEOPENAPr,8TAMED o^7 /Rte 250 LMff50FCLEARNGANDORGRADNG �� * `// fz ,e + EX6TNG SPOT ELEVATION +12.0 Jimmy L Taggart
Q ill,� i�� PROPOSED SPOT ELEVATION +120VEHICLES PER DAY COUNT < 14 li
,."` tis
■,■ PROPOSE:STREET NAME SIGN + oe91-JO-18 40�LMffS OF DEMOLITION_ �,� �� • EXISTING FLOODPIAN EXISTING PION g/ori>.
STREAM BUFFER PROPOSED SIGN
EXISTING TREE DRP LINE A J SANITARY MANHOLE DENTFER O
VICINITY MAP EXISTING TREE STORM DRAM STRUCTURE DENTFER
SCALE: 1"=1000 FEET
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DATE. 10.19-2018 '
SCALE NA
JOB: 8053
DornouH NnPVI INA
SHEET: 1 OF 05,
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NOTE PHOTOMETRIC
F PLAN TO BE SUBMITTED LANDSCAPENDER r •, 4m « U
17-- ,_ SEPARATE COVER _
TW=TOP OF WALL >
z'�) - VARIABLE VADM BW=BOTTOM OF WALL a VARIABLE WIDTH g
0) im6�. 4r SLOPE ESMT. - ' x SLOPE ESMT. N 0
• �•• _ DB 2886 PG134 - • _ DB 2886 PG134 2 4 m
_ 15'VEPCO E9AL ' .� 15 VEPCO ESMT. N. 0'
VARIABLE KITH Ce to --f•r® � 1 DB 3656 PG 1 :l C7
,,, OB3656PG1 113.93' b! , 1F"' ►� U O CC
VARIABLE WDTH 113.93' • h SLOPE EASEMENT /• S 1153'24• p ��t 1^- cp -a >LL
SLOPE EASEMENT S 11'S3'24" r,� .- `! _
(COUNTY) Fr ->_o5 ,� (COUNTY) / of v {i i • ,`• uiz
DB 2886 PG 134-155 •
/ a tom.) `^1 MANAGED SLOPES PER DB 2886 PG 131-155 .. r�^ '�"' MANAGED SLOPES PER C/� 2� 2W J
(PLAT) 'g O•.. ' d ALBEMARtE COUNTY qS (PUT) ,Ift O•' chi 1. �� 1I ALBENARIE COUNTY GIs (/� 3 02 NQ
CD U' 1, 9 / a a ,IL I ` y I/ \ ir- kw
Q Q.0- w, CONSTRUCTION VEHICLES To USED y� / .. n b' Q O
cc tp t0 �•.- 1•� THIS AREA FOR STAGING AND 41 x I M,rr &l !I O' SR,
t PARKING.EXTREME CAUTION TO BE '• ,�h OD I I -UNITSog 0 F DISTURBANCE �; EL CV
10L3( CV , 1 USE WHEN DRIVING OVER THE 1 J d'N 1 ��10',�I ( ) 20 =
J 6 EXISTING TREELINE TO BE CURB. \ CO CO
O m en t� ..d1 REMOVED TO MATCH _ I O O a IIA Oc C?N
// �L] t x` \ 7 LANDSCAPE PLAN a(' ,.I �' \ \ 4u r 704 8W �0 0 g
E)GSRNG FENCE TO BE REMOVED IA /�' w \ �. TMP 055E0-01-0O-000A4 �''1 706 TW _ I0. I MARCH OSSED-01-00-000INA4 U► Z p�
OL�q)_ �: MARCH MOUNTAIN . h� IX9GN 704 RI ; ` MOUNTAIN SSt oa oLL
PROPERTIES, LLC 4Q J
u ,� PROPERTIES, LLC
ro ro - I I 1 BLOCKI9 (q w Lo
E70STWC LTOCOINCI G TO BE REMOVED cI I'?1 T3', Y BLOCKI9 e q J o
10 MTH PROPOSED ,04 •.�+ DB 4968 PC 390-391(PLAT) v i • ie.- ( 1 I ® DB 4968 PG 390-391(PLAT) t o
LANDSCAPE PLAN BY ARCHITECT i ti•. TMP 055E0-01-00-000A3 I I - DB 3975 PG 223-228 PU q r
111P 055E0-01-00-000A3 1 DB 3975 PC 223-228(PUT) t 7B6 rn \!$ ®
MARCHPRLC 706 w/ o �, I • B34 705o 706 et 706 TW I v gcn
I DOSING MULCH BEDS 10 BE REMOVED '1 I
DB 4954 PC 14(PUT) j +, , I DB 4954 PG 14(PUT) Im I 704 8W I 705.25 BW II _, I 707 7W 2
DB 3973 PG 134-139(PUT) I V DB 3973 PG 134-139(PLAT) 'I �1� I 707 7W 706.5 BR w
1 •+•' IPROPOSED ENTRY `705s5 BW 't Mill
7705:BW 705 707 1111 .5 BW I`"��i �0 80L LINE(TIP.). 04 �l O
TO REMAIN.THE PROPOSED ��\T'\
LANDSCAPE PLAN POSES NO i \ L. .�0�� 0 ALL UNE(TYP.) FEATURE 90N(TYP) I �o II . ' (t i•
A
IMPACT TO THE EIOSRNG WOODED A j I u;� t BOLTYPE BIB
AREA MID IS BASED ON THE t 1I tt .. SOIL TYPE:BIB j,j .vim
NATURAL TREE UNE FIELD LOCATED 1 L t•�� T 1 ('1I'+(; I 4)>o, ® 5 `
BY RGA OCTOBER 2018 1 °5 I.
4k f- - DECORATIVE LANDSCAPE WALLS(TYP) 1 .•` -67
T
7 i �+
. - I u>�- -jl'i a - - r 0_t - UNITS OF DISTURBANCE // 'T` ® l708 BW 707 IW ' °*.... ` PROPOSED ENTRYri i�wrt-x T jj (an Ac)�,�,i 7706 Bw ., � -0 \Tit
80LTYPE:7B
UNE CONTRACTOR TO EXISTING 9GNACE TO BE REMOVID n I + • CENTE' `� ® . CONTRACTOR TO USE EXTREME '' I �\
USE EXTREME CAUTION I -' o I• A s CAUTION WHEN OPERATING I
WFIEN OPERATING 1 -�� IX TRAFFIC POLE &.ASPHALT TRAIL., EQUIPMENT IN MCNITY OF POWER 1GN 71.011111117:41116'.•
. .IX TRAFFIC FOIE ' ASPHALT TRAIL.,
EQUIPMENT IN MCWITY I�� C.
IX.9GN L' « �� . « .S 75'42'00" •W 312.18�a LINES. « « 1 . U'� „ "' « «S 75'42'GOw W 22.-13°X1-8.-=
OF POWER LNESS. .;. •, III C . ;OR _ �� _ . « •I . �` . r - �,{r--m�--r « z
a. '� . : ^' . . ` ' • EX TRAFFIC « • a . 41.23' a « •►'/ • • . . `,11414 • IX TRAFFIC CCI a
--S 75'40'4fl«W 841.23' • e % N 58'17'46.W 'BOX _d „ - =S 75'408. W 8
. Re O^---IX PEDESTRIAN CROSSING SIGNAL ® N 58'17 48 W ` 0---IX PFDF.SIRIAN CROSSING SI(,NAL Yr
t.
50.44'
/ 50.44' E S -� S 32'3T25' W W
POLE CONC BASE-708.2 �► S 323725 W pOLE BASE-707.1 J� POLE
BASE �1 POLE CONC BASE=706.7
POLE BASE=708 6 i- 32 42• POLE CONC B SE-706 7 F� + L BA T 087 7 32.42' POLE BASE=707.1 ,At��
+/-POLE NOS 73727. '� +/ARN CEN7ERf�725?9 3R� +%AGROL►O 707 6 7.4 +%-ARM CEN-POLE TER=7725?9 N
/-ARM CENTER=727.4t.
EXISTING TREES UNE TO COINgDE WITH ��
+/-GROUND 707.6 /- ,n LANDSCAPE PLAN(SUBMITTED UNDER +/-GROUND 706.1 tnt_
+/-GROUND 706.1 �N o
_- -- -- DC TRAFFIC POLE IX 7RAFFlC PCE SEPARATE COVER) ��
f
E1:r� US ROUTE 2En ROCKRSFI GAP TURNPIKE US ROUTE 250 ROCKFISH GAP TURNPIKE gVARIABLE WIDTH PUBUC RIGHT-0FWAY �■ I --- VARIABLE WIDTH PUBLIC RIGHT-0F WAY W- le:
r
1J j'
20 0 40 60 g �'
+/-ARl1 CENTER-726.1 EXISTING CONDITIONS I Zg +/-ARM CENTER'728.1 PROPOSED CONDITIONS .'-----•.'....,z0 40 eo o a,
SCALE: 1'=zo'
SCALE: 1=20'
cE CONSTRUCTION ENTRANCE Ps THE PANENT ONT SEEDING
ARE MIXTURES FOR Ps AN MAINTENANCE Ts SEEDING PERMANENT FERTILIZATION TME P EDMONT ARAY IFNG MIXTURES FOR SF SILT FENCE
IETABLE 24 CONSTRUCTION OF A SILT FENCE 1.TH Op
•,.rOCE _ TABLE 25 TOTAL LBS PER ACRE TABLE 26 $ p
Ma'rrtenence Fertilization for Permanent Seedims �or4 '÷,
COOLER qR TEMPORARY SEEDNGSBYRATES,DEPTHS.AND DATES
(WITHOUT WIRE SUPPORT)
AOCESS 1 a 'Or MINIMUM CARE LAWN-COMMERCIAL OR RESIDENTIAL 175-200 LBS Use Sol Test Recommendaton or Rates Shown Below
r 1e Sewing Mature Formulation.Lbs.per Lbs.per Tina Mowng Sewing Rate aeom�fT7 Seed V ionasl3R odd 9ead'n7 DalaL•1R 1.SET THE STAKES 2 EXCAVATE A 4'X 4'TRENCH ,
Tx 1 v<-v-r - KENTUCKY 31 OR TURF-TYPE TALL FESCUE 95-100% Ave 1000 sf UPSLOPE ALONG THE LINE OF o`,) >
_ R Specee LR Per L0s11000 le end Tb Bo 6a end 56 37•AIQ'S /7
IMPROVED PERENNIAL RYE GRASS 0-5% Tall fescue makes 10.10-10 500 11.5 Yeary,of as 'Not closer than 3-! s4,b (ndee) TH• 5/7- BNS art- 5r1- &ts 3N> &1-
A"i:f,) - ) - KENTUCKY BLUEGRASS 0.5% up 70%or more or I 400 9.2 needed fat occasional moving is we 430 Brt4 11/30 4l30 8r14 11/15 5F31 7/31 I;s M°I:-
Lk..L Taggart
of cover 30-10-10 ' denied. Choose one: By BY �� '1 � o 25641 ��`
HIGH MANTENANCE LAWN 20025E LBS. Bar 25 bu. 2.8E i2 x - 7w75 X - 10115 X - l i 11--3o-16
PROFIT F Sarno the year Do not mow crownvetch �' ^�i II/ I- 4 0�
- KENTUCKY 31 OR TURF-TYPE TALL FESCUE 100% Crownvelch pals 3 de. 2.27 i•2 x - X x .,, °wr°nAA W4
ServOe lespedeze 0-20.0 400 9.2 lobwng Rye(4) 2.5 bu. 322 12 X X X X X /I I .. _ I /
GENERAL SLOPE(31 OR LESS) Brdsfoot trefoil end every
4-5ent Barbyy t ✓'�` II
70'UK and every eft Rye Plea 150 be 3.45 1 X x 10/15 X x 10H5 X X /-/ r /-/
A._fir., ASPI/ALT PAVET, years thereafter. rn/et1Foxta'd X x x X X X X X / �/ II
A REDETUCKY 31 FESCUE 128 LBS malt 151
J R'�' TOP GRASS 2 LBS. Feely uniform Fel the year Not requred.not closer weePg PL.OW
a I'i'wI. - SEASONAL NURSE CROP' 20 LBS. stand of Tel folow'ng than 4'f occasional twegressu 4 ba 0A9 trs-t2 • X x x
�d .IST�T, . Z..'-0 ) Tescue&Service 5-10-10 500 11.5 establish-men) moving s dewed,and Annual III III
,R yV�Pe: '1: „x •, yy. - 'A� Rif LOW-MAINTENANCE SLOPE(STEEPER THAN 3:1) tespedeza,or and every 4-5 then n fall after seed ryegresS 50 LIE 1.15 114.12 X • 1 tH X • 71n x • e
t=' �'A�a.1'd' 1 Brdsfoot Trefoil years thereafter has matured. MATERIALTAPLE FILTER
'rvyr tele - - - - 3 TO STAKES AND EXTEND 4 BACKFILL THE EEXCAVATEDD OMPACT
teltSOIL.
I N• 4 KENTUCKY 31 FESCUE 108 LBS miNI(7) 50 be t 15 t2 • x X x
RED TOP GRASS 2 LBS. Weep'ng Sprung the year Not requered.not closer IT INTO THE TRENCH
-POSIT VI auwt3F • SEASONAL NURSE CROP' 20 LBS. Lovegress 8 fobw'rg than 4'f occasional (I) Applcebb on slopes or 3.1 or fbd« Cn
+1 t 1 v_ .L M:'F �--� 10 SEGMENT - 5.1E-10 500 11.5 estebfshment RIOWn 6des'red,and (2) Rettxa/gure A-Adoptedfrom USDA ARS Mes,on6/gr •Pubbaton e1475 January 199E •- • W z Z
1 CROWN VETCH-. 20 LBS. Servmce Mspetleza 9 (3) Between had as
nurse
crop
TR to dates use much Drip r ground a frozen and reseed when thawed ' Z /f[ W
:fir _, TRAPPING:tENr.F TOTAL 150 LBS. filly uniform pbnt and every 3-4 fall after sereea has (4) May be used as a nurse crap lor lore laleary winter permanent seedngs add 56 bstac.b de permanent z
dhorbuton years thereafter matured. seedng minore '1 r 5 5 CC q
2L 'USE SEASONAL NURSE CROP N ACCORDANCE WITH SEEDNG DATES AS STATED (4) Marybnd State Highway Admnstraton Temporary Seed MM 0_ Z
BELOW: 20-10-10 250 5.8 Se)ember,30 Mow no closer than 2' (5) May be used as a nurse crop for end-summer permanent seed ngs.Add 2 bsrac to permanent seed see -Red&the No sp for red fescue and Ky (6) May be used as a nurse crap for mil-summer permanent sowings Add 10 bstau m de permanent seed'np _^ �I III '^ ` _ II � J I- w U
days titer ma.
/ / `
-I2'PIN-- snx G+naP,t fescue.Kentucky bbegrass:antl closer i \
z SEOIM;- MAYFEBRUARY 16TH THROUGH APRL 30TH ANNUAL RYE bluegrass hard December,May than 3'forfescue. / j �'�I / / Q ¢ Q
tw Nc MAY 1ST THROUGH AUGUST 15TH FOXTAL MLLET fescue mature: 20-10-10 100 2.3 20-June-30,7 _ A _ W Q W
'-- AUGUST 16TH THROUGH OCTOBER 31ST . ...ANNUAL RYE rleEdea. 1111�I. - III I J ci 8
^w NOVEMBER1STTHROUGHFEBRUARY15TH ANNUAL RYE SUGGESTED TEMPORARY SEEDING MIXTURE - ��1 W LL m a
FERTU2ER: 10-20-FEBRUA 0: 1.000 LBSNUAL III- -III- 0 < >- Q a
SECTION A-A --SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVLLE.VA EROSION AND SEDIMENT CONTROL LEGEND SEPTEMBER-FEBRUARY 15: 50%ANNUAL RYES 50X WINTER RYE 100 LBS/ACRE Y
FEBRUARY 16-APRIL 30: ANNUAL RYE 100 LBS/ACRE MAY-AUGUST: GERMAN MILLET 50 I- LL n'
(MAY THROUGH SEPTEMBER USE HULLED SERDEA,ALL OTHER PERIODS,USE SOURCE:Adapted from IasMBetne of Stray and Fabric Eller Berrien for Sediment Cwho1,VA DSTC FUR.310-20
UNHULLED SERDEA.)F FLATPFA IS USED N LIEU OF CROWNVETCH,INCREASE LBS/ACRE OTHER OPTIONS EXIST,SEE VA EROSION AND SEDIMENT CONTROL HANDBOOK. Mnd <
3.1E X SILT E
Sherwood and!pest
-�orswml ware fill 01 t mth aen7 be u.raled mill o auxpMoe I rich baltM\ RATE TO 30 LBS./ACRE ALL LEGUME SEED MUST BE PROPERLY NNOCULATED. SF X X FENCE (� 0 z Z
siMdoltc.ha ttupphlwt a wads hove•tMh a tYauHa 41 r wan,feam atletpufe WEEPNG LLVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW MANTENANCE MIX SUGGESTED PERMANENT SEEDING MIXTURE CURB PROTECTION DETAIL J W
(t�•tanr lxess151\VAs11 U'are And he t allied atca<•Oom the debate ro a DURING WARMER SEEDNG PERIODS;ADD 10.20 LBSJACRE N MIXES LIME 2 TONS/ACRE FERTIUZER: 10-20-10 1,000 LBS/ACRE L j,l O
;ap,oted etlbucseetoaeoot'esetweeeur .Alseduueutshadhepet-cured Lan MARCH-MAY 15: KENTUCKY 31 FESCUE 200 LBS/ACRE,ANNUAL RYE 20 LBS/ACRE MAY FOR CONSTRUCTION ENTRANCE O
rodent Anon drawimbed 01 Wilf1(01-11Aes DC 3.39 B OUST CONTROL 16-AUGUST 15: KENTUCKY 31 FESCUE 200 LBS/ACRE,FOXTAIL MILLET 20 LBS/ACRE
AUGUST 16-OCTOBER: KENTUCKY 31 FESCUE 200 LBS/ACRE ANNUAL RYE 20 LBS/ACRE
PAVED WASH RACK NOVEMBER-FEBRUARY: KENTUCKY 31 FESCUE 200 LBS/ACRE,WINTER RYE 20 LBS/ACRE ` ����_________„."-_
t. 5„4 F TS 3.31 ® TEMPORARY SEEDING -
- - _,
PS 3.32 PERMANENT SEEDING
\ 80 20'
DATE: 1.:206 018
/ / SCALE:- JOB: n 8053
,.....1
cONta NfelvAL12 FEET
•GRAVEL SHALL BR VOOT/3,#367 OR 5 COARSE AGGREGATE roR
CURB PSBTSCIWN IN CONJUNCTION FISH CONSTRUCTION ENTRANCE SHEET: 2 /-/'OF 05
i r..5 4
--"-"-- ALBEMARLE COUNTY GIS i
: _
MANAGED SLOPES (TYP) f i i
i i iy �
4 NQ� 2 =o
rr.rr.n.n.rr.rr.n r.rr.rr • _ i CI_ C 2 U� 00
�W�' Q J; MI
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°• : = )-n....n.n-n.n-n-n.n-rr.n-rr-n.ri-n.rr.ni x J RC -�
,rr-r ,r.r•., rr.r.rr.r-rr.r•.rr.rr.rr.rr.�,.rr.rr.,,.rr.r, : rr.rr.rr.r,.rr.,r.rr.rr.r�.n.rr.��.rr.rr.,r.,r.rr.,rr�ri CO o.W Wu,
�F•'.rr.n.rr.rr. .,r.rr.rr.,r.rr.rr.n.r,.,,-„I„-" I _ '� °i
'% :• PT - W
71. sr g
•n. . .rr.
.rr.,r.rr.rr.rr.rr.rr.,r.r. STORMWATER MANAGEMENT NOTE: = z
AS DEFINED BY NE OVERALL STORMWATER MASTER : O W �' �x
�? • % ��• PLAN(WP0201600009), APPROVED 4/25/2016. THIS `r a.
• PROPOSED ENTRY FEATURE DEVELOPMENT ON
BLOCKS 34 AND 19 REQUIRE APPROXIMATELY A
TOTAL OF 0.03 LB/YR OF PHOSPHORUS REMOVAL. i r i
• THERE IS CURRENTLY SURPLUS OF TREATMENT i
! ACREAGE IN THE SCUM MASTER PLAN,WHICH IS
'I _ _ UNDERSTOOD TO BE SUFFICIENT COVERAGE FOR
_ A,� '• WATER QUALITY REQUIREMENTS UNTIL NE FINAL WPO °
' PLAN FOR THESE BLOCKS ARE APPROVED BY •
• ' ALBEMARLE COUNTY ENGINEERING. '
A �„ ��.rr.rr.r�.rr e =
i _ 1 0
i _ - 2
4 4.
' 151111
• i : ,
_ I
: 81
o
LIMITS OF APPROVED DRAINAGE
`, = FOR BLOCK 19 BMP S-7.
POST—DEVELOPMENT DRAINAGE _ �o���.011 Op °�$c
AREA TO S-7=6.73 ACRES
U 9 i >
,'i,°`• _ = JimmmYY.Nn`99art
+' _ 6,, 11 2L15 t�`
FROM APPROVED MASTER SCUM PLAN °°8/oxs� `�
%�• (WP0201600009) _ _
_
ce
• _ J d
' Q f0 i
I
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. I LIMITS OF DISTURBANCE 0 09 ACRES -
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fOSION AND SEDIMENT CONTROL NARRATIVE REMOVED WHEN IT REACHES ONE-HALF OF THE DESIGN VOLUME OF THE COORDINATE INSPECTIONS,AS REQUIRED BY THE COUNTY OF ALBEMARLE. D. MATERIAL USED FOR BACKFTWNG TRENCHES SHALL BE PROPERLY \,\
WET STORAGE. COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABIUZATION. GENERAL EROSION CONTROL NOTES ` /�/~
PRIOR TO CONSTRUCTION 4. CLEAR AND GRUB THE REMAINDER OF PROJECT AREA. E. RE-STABIUZATTON SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THIS �J V O
1. OWNER SHALL POST SURETY BONDS FOR CONSTRUCTION.EROSION& 5. TEMPORARY SEEDING OR OTHER STABILIZATION METHODS,SUCH AS BASE CHAPTER. A \ U
SEDIMENT CONTROL AGGREGATE WILL FOLLOW IMMEDIATELY AFTER REACHING FINAL GRADES. 4.1. THE LAND DISTURBANCE SHALL BE RESTRICTED TO THE UNITS OF F. APPUCABLE SAFETY REQUIREMENTS SHALL BE COMPUED WITH.CONTRACTOR WORK AREA PROTECTION it MAINTENANCE
2. CONTRACTOR SHALL OBTAIN PERMITS TO WORK WITHIN STATE DISTURBANCE SHOWN IN THE APPROVED EROSION CONTROL PLANS. TO ADHERE TO THE APPUCABLE STANDARD FOR PRIVATE AND PUBUC UTILITY 1.ALL FENCES REQUIRED TO BE REMOVED OR DETERRED BY CONSTRUCTION SHALL BE IV I')
RIGHT-OF-WAY(VDOT LAND-USE PERMIT). BONDING FOR WORK WITHIN THE 6. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A INSTALLATION. SALVAGED,STORED.PROTECTED MD RE-INSTALLED BY CONTRACTOR AT THE DIRECTION 7m
VDOT RIGHT-OF-WAY MAY BE REQUIRED TO OBTAIN THE PERMIT. GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTIUZED AND 5. STOCKPILE TOPSOIL ON A PERMITTED SITE WITH A SWPPP WITHIN AN AREA 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR OF AND LOCATION DESIGNATED BY THE PROJECT MANAGER.IF SUCH FENCE MATERIAL SI Q
3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN VSMP PERMITS. RE-SEEDED AS NEEDED TO ESTABLISH GROWN.. ON THE PROPERTY OWNED BY OLD TRAIL INSTALL SILT FENCE AT THE PUBLIC ROADS,PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR,CONTRACTOR SHALL W (No
AS REQUIRED BY THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY PERIMETER OF STOCKPILE(S). OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL TEMPORARY FENCING REQUIRED (N TI
7. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE.THE BY PRIVATE PROPERTY OWNERS SHALL BE PRESIDED BY CONTRACTOR.CONTRACTOR IS Z Z O
(DEG). AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. DENUDED AREAS SHALL DRAIN TO AN APPROVED EROSION CONTROL ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT(48)HOURS IN ¢
4. CONTRACTOR SHALL OBTAIN LAND DISTURBANCE PERMIT FROM THE COUNTY MEASURE AT ALL TIMES DURING CONSTRUCTION. DAY.SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVETJNG OR ADVANCE OF REMOVING AM'FENCE IN ORDER TO COORDINATE RELOCATION AND/OR U pb g00
OF ALBEMARLE PRIOR TO BEGINNING CONSTRUCTION. 8. DURING FINE GRADING OPERATIONS,MAINTAIN ALL DIVERSION DITCHES TO SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA PROTECTION OF ANY ANIMAS,AND TO ESTABUSH AND CONFIRM WITH THE OWNER THE d �q >LL
5. A PRE-CONSTRUCTION MEETING WITH THE ENGINEER,THE CERTIFIED LAND PRE-CONSTRUCTION CONDITION OF ANY FENCE TO BE REMOVED,DISTURBED OR
SEDIMENT
DIMENT TRAPS. THE SEDIMENT TRAPS SHALL REMAIN FUNCTIONAL 7. CONTRACTOR SHALL COORDINATE INSPECTIONS.AS REWIRED BY THE STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN CW ui_
DISTURBER.AND THE ENVIRONMENTAL INSPECTOR MAY ALSO BE REQUIRED. REPLACED.
THROUGHOUT INSTALLATION OF THE STORM SEWER INLETS,PIPES.OUTFAUS. ALBEMARLE COUNTY SERVICE AUTHORITY,PRIOR TO MAKING THE SEWER THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT V) O
ALLOW 72 HOURS FOR COORDINATION AND SCHEDULING OF SYSTEM OPERATIONAL LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.CONTRACTOR 2.CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY(FOLLOWING 00
PRE-CONSTRUCTION MEETING. 9. INSTALL SILT FENCE INLET PROTECTION TRAPPING MEASURES AT EACH INLET SHALL MAKE PROVISIONS TO KEEP ADJACENT ROADS CLEAN FROM SOIL ISSUANCE OF VDO7 APPROVAL)AND ANY TEMPORARY OR PERMANENT EASEMENT 4-2O1
LOCATION WITHIN THE DITCH WHERE APPUCABLE. 8. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL BUILD-UP. (FOLLOWING VERIFICATION OF EXISTENCE OF EASEMENT)SHOWN ON THE PLANS. QR LC�co, W W
PROJECT DESCRIPTION DENUDED AREAS WITHIN SEVEN DAYS AFTER ANAL GRADE IS REACHED ON 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE HOWEVER,CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S)FORTY-OGHT(48)HOURS O� 00
THIS PROJECT SIDNS TO ADD 4 DECORATIVE LANDSCAPING WALLS,ENHANCED PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE ACCESS AND
10. WHILE THE SEDIMENT BASIN REMAINS FUNCTIONAL FOR THE DISTURBED ANY PORTON OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE J N
LANDSCAPING AND SIGNAGE AT THE ENTRANCE OF OLD TRAIL DRIVE AS AN AREA.INSTALL THE PERMANENT EXTENDED DETENTION PONDS AND OUTLET APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT TEMPORARY MEASURES ARE NO LONGER NEEDED,UNLESS OTHERWISE TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED.COORDINATION OF ACCESS .RZ ¢w
ENTRY FEATURE TO OLD TRAIL VILLAGE. LIMITS OF DISTURBANCE WILL INCLUDETO PUBUC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE '.. I I.
PROTECTION MEASURES PER THE SPECIFICATIONS FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. AUTHORIZED BY THE VESCP AUTHORITY.TRAPPED SEDIMENT AND THE W O) Zp I},
APPROX.0.15 ACRES. COORDINATED WITH VDO7 AND THE PROJECT MANAGER.CONTRACTOR'S FAILURE TO SO T31
PERMANENT STABILIZATION SHALL BE APPUED TO AREAS THAT ARE TO BE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE PROJECT MANAGER MAY .F D; O% O_,
11. AFTER BEING NOTIFIED BY THE EROSION AND SEDIMENT CONTROL LEFT DORMANT FOR MORE THAN ONE YEAR. MEASURES SHALL BE PERMANENTLY STABIUZED TO PREVENT FURTHER '`g7j
EXISTING SITE CONDITIONS RESULT IN DELAYS. O q�
ADMINISTRATOR,THE TEMPORARY EROSION AND SEDIMENT CONTROLS CAN EROSION AND SEDIMENTATION.CONTRACTOR SHALL STABILIZE SITE,AND ��
CURRENT CONDITIONS OF THE AREA CONSISTS OF MODERATE TREE COVER, 3.CONTRACTOR SHA AT HIS EXPENSE,MAINTAIN THE WORK SITE IN A CLEAN AND V UJ W 2 6-
HEDGES,WOODEN FENCE,SIDEWALK,AND AN'OLD TRAIL VILLAGE"SIGN ON THE BE CLEANED UP OR REMOVED,AND THE SEDIMENT TRAPS CAN BE FILLED IN 9. UME,FERTILIZE AND APPLY TEMPORARY OR PERMANENT SEEDING TO ALL OBTAIN INSPECTOR APPROVAL PRIOR TO REMOVING EC MEASURES.UPON ORDERLY APPEARANCE AT ALL TIMES.ALL DEBRIS AND SURPLUS MATERIAL COLLECTED XX
AND SEEDED,THEREBY REDIRECTING DRAINAGE TO THE PERMANENT DENUDED AREAS IMMEDIATELY AFTER ACHIEVING FINAL GRADES. APPROVAL OF THE ENVIRONMENTAL INSPECTOR,INSTALL INFILTRATION SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR,AT HIS OPENS. M'., ¢
NORTH WEST ENTRANCE CORNER OF OLD TRAIL DRIVE. FACILITIES. AREAS AND CONNECT ROOF DRAINS. (t O5a OR.
4.EXISTING LAWNS,TREES,SHRUBS,FENCES,UTILITIES,CULVERTS,WALLS,WALKS, ►►�W44
10. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL RECEIVE STABIUZATTON 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES DRIVEWAYS,POLES,SIGNS,RIGHT-OF-WAY MONUMENTS,MAILBOXES AND TO
UKE SHALL FL.N ci LC Nt J '
ADJACENT AREAS UCH ITEMS
THE PARCELS ON EITHER SIDE OF OLD TRAIL DRIVE IS OWNED BY MARCH 12 BYETHEOHOMEOWNERSMWATER NAGEMENT ASSOCIATIONSI TO ES ENSURE THAT THEY ARE LD BE CHECKED REOULARLY WITH REQUIRESCAPING MOWING.VEGETATION HARDIER THAN GRASS,WHICH WILL NOT SHALL BE PROTECTED FROM DUE TO INCREASES IN VOLUME,DIMENT DEPOSITION,VELOCITY AND PEAKROSION AND FLOW RATE OF DAMAGE SHALL BE REPAIRED BE PROTECTED MOR�UCEDE ING THE BY CONTRACTOR A D ORAL COST.PROPERTY y •ICq b"N
MOUNTAIN PROPERTIES,LLC AND IS UNDEVELOPED WOODED LAND STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION.THE STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE p� D) 9
EMERGENCY SPILLWAY SHALL BE CHECKED REGULARLY TO ENSURE THAT ITS 11. AFTER SITE IS STABIUZED AND PERMISSION IS OBTAINED FROM THE EROSION DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. DISTURBED SHALL BE RESTORED BY A UCENSED SURVEYOR AT CONTRACTOR'S EXPENSE. r
OFF-SITE AREAS UNING IS WELL ESTABLISHED AND EROSION RESISTANT.GRASS SHALL BE CONTROL INSPECTOR,REMOVE SILT FENCING AND OTHER REMAINING EROSION STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE 5.CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO W f01
ALL EXCESS MATERIAL GENERATED AS PART OF THIS PROJECT SHALL BE HAULED W
TO A LOCATION WITHIN THE OLD TRAIL DEVELOPMENT THAT HAS BEEN APPROVED KEPT MOWN BELOW A HEIGHT OF 15"AND THE OUTLET SHOULD BE CONTROL MEASURES. NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND MEET THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE v
BY THE COUNTY OF THE ALBEMARLE COMMUNITY DEVELOPMENT DEPARTMENT. CHECKED FOR CLOGGING. THE DAM SECTOR SHALL BE KEPT FREE OF SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES,DIKES OR TEMPORARY I o
SAPUNGS OR TREES.(REFER TO THE ADDITIONAL MAINTENANCE EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:THIS PROJECT DOES CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE Q W W
SOILS SPECIFICATIONS) 1. PERMANENT OR TEMPORARY SOIL STABIUZATON SHALL BE APPUED TO NOT INCLUDE ANY ADDITIONAL IMPERVIOUS SURFACES AND THE PROJECT MUDSTREETS OR OR DUST FROM DEPOSITEDCONTRACTOR'S ON VEHICLES
STRE NO AREA SHALL BE TO PREVENT
DENUDED B 2 O
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AREA WILL BE RESTORED TO ITS EXISTING CONIDTONS.THEREFORE WILL NOT
DENUDED AREAS WITHIN SEVEN DAIS AFTER ANAL GRADE IS REACHED ON FOR MORE THAN SEVEN W �� _
DEEP.
Die- EA THURMONT LOAM.(2R TO 7R SLOPES) PERMANENT STABILIZATION ANY PORTION OF THE SITE.TEMPORARY SOIL STABILIZATION SHALL BE PRODUCE ANY ADDITIONAL STORMWATER RUNOFF. (7)CALENDAR DAYS. O �M a
NEARLY LEVEL AND WELL DRAINED.STARTING AT SURFACE LAYER TO ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABIUZED WITH STRAW& APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL F�+4/
SUBSTRATUM,SOIL LAYERS CONSIST OF LOAM,CLAY LOAM,LOAM AND COBALT SEED IMMEDIATELY FOLLOWING FINISHED GRADE. SEEDING SHALL BE DONE WITH BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE `
FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. VEGETATION
SANDY LOAM. PERMEABILITY IS MODERATE WHILE AVAILABLE WATER CAPACITY IS RECEIVING CHANNEL PIPE OR STORM SEWER SYSTEM.FOR THOSE SITES J
KENTUCKY 31 TALL FESCUE IN ACCORDANCE TO STANDARD AND SPECIFICATION PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE 1.PRIOR TO REMOVING ANY VEGETATION,CONTRACTOR SHALL MEET WITH THE PROPERTY
MODERATELY HIGH TO HIGH.HAZARD OF EROSION IS SLIGHT. WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM,DOWNSTREAM - --
3.3Z PERMANENT SEEDING,OF THE VIRGINIA EROSION AND SEDIMENT CONTROL LEFT DORMANT FOR MORE THAN ONE YEAR. STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL OWNERS AND THE PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND
HANDBOOK. ANY FERTILIZER AND LIME APPLICATIONS SHALL BE IN ACCORDANCE CONTRACTOR SHALL ESTABLISH A STABILIZED SIh,AND NOT ALLOW ANY OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK.
7B-BRADDOCK I DAM.(2R 70 7RSLOPES) BE PERFORMED.
WITH SOIL LEST RESULTS. ALL SEEDED AREAS WILL BE STRAW MULCHED TO SEDIMENT TO EXIT THE PROJECT LIMITS. 2.TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE
DEEP,NEARLY LEVEL AND WELL DRAINED.STARTING AT SURFACE LAYER TOB. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED USING THE
SUBSTRATUM,SOIL LAYERS CONSIST OF LOAM AND CLAY.PERMEABILITY IS PROTECT AGAINST RILL EROSION AND TO PRESERVE ROLLER-TYPE SOIL MOISTURE THAT WILL 2. DURING CONSTRUCTION OF THE PROJECT,SOIL STOCKPILES AND BORROW ROMP CHANNEL PROTECTION CRITERIA.STORMWATER DISCHARGES ARE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER.ANY TREES OR
MODERATE WHILE AVAILABLE WATER CAPACITY IS MODERATELY HIGH.HAZARD OF ENHANCE SEED GERMINATION.CRIMPING,PUNCH ROLLERS,OR AREAS SHALL BE STABIUZED OR PROTECTED WITH SEDIMENT TRAPPING CLASSIFIED INTO ONE OF THREE TYPES OF CHANNEL PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK,BUT
TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON MEASURES.THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS,SHALL BE REPAIRED OR
EROSION IS SLIGHT. SLOPES IF STRAW IS TO BE USED. PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON (1) "MANMADE STORMWATER CONVEYANCE SYSTEM"MEANS A PIPE, REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
DITCH,VEGETATED SWALE,OR OTHER STORMWATER CONVEYANCE
SITE AST WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED 3. D CONTRACTOR SHALL CLEANPLE UP,RESTORE,SEED AND MAINTAINS ALL ED.DISTURBEDFERTILIZER
AREAS
CRITICAL AREAS EROSION CONTROL MAINTENANCE FROM THE PROJECT SITE. SYSTEM CONSTRUCTED BY MAN EXCEPT FOR RESTORED STORMWATER IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE.TOPSOIL SEE),FERnuZER
A. WETLANDS AND STREAM CROSSINGS 1. IN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTRACTOR TO PROTECT STOCKPILE AREAS WITH SILT FENCE. CONVEYANCE SYSTEMS OR, AND MULCH SHALL BE PLACED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL
NONE. CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABUSHED ON DENUDED (A)THE MANMADE STORMWATER CONVEYANCE SYSTEM SHALL DISTURBED AREAS.A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION
ITEMS WILL BE CHECKED IN PARTICULAR: AREAS NOT OTHERWISE PERMANENTLY STABILIZED.PERMANENT VEGETATION CONVEY THE POST-DEVELOPMENT PEAK FLOW RATE FROM THE SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE.
B. STEEP SLOPES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS TWO-YEAR EVENT WITHOUT CAUSING EROSION OF THE SYSTEM 4.THE ACT OF RESEEDING SHALL NOT QUALIFY AS'STABIUZED'. THE CONTRACTOR SHALL
NONE 2. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED DAILY FOR SOIL ACHIEVED THAT IS UNIFORM,MATURE ENOUGH TO SURVIVE AND WILL INHIBIT DETENTION OF THE STORMWATER OR DOWNSTREAM IMPROVEMENTS BE RESPONSIBLE TO ESTABUSH VEGETATION,NOT SIMPLY APPLY SEED AND MATERIALS. p
BUILDUP.IF THE ENTRANCE BECOMES CLOGGED WITH SOIL AND FAILS TO EROSION. MAY BE INCORPORATED INTO THE APPROVED LAND-DISTURBING
STRUCTURAL PRACTICES PREVENT THE TRANSPORTATION OF SOIL ONTO THE ROADWAY.ADDITIONAL CONTRACTOR SHALL ESTABLISH A VEGETATIVE COVER ON ALL DENUDED AREAS. ACTIVITY TO MEET THIS CRITERIA AT THE DISCRETION OF THE
1. SAFETY FENCE(3.01)-A TEMPORARY SAFETY FENCE SHALL BE STONE,REPLACEMENT OF STONE,OR A WASH-RACK MAY BE REQUIRED. 4. SEDIMENT BASINS AND TRAPS,PERIMETER DIKES,SEDIMENT BARRIERS AND STORMWATER PROGRAM ADMINISTRATIVE AUTHORITY IA)
CONSTRUCTED WHERE DEEMED NECESSARY DURING CONSTRUCTION TO OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED (B)THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED
PROTECT THE MANHOLES AND SANITARY LINE FROM CONSTRUCTION TRAFFIC. 3. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE
AT LEAST DAILY DURING PROLONGED RAINFALL CLOSE ATTENTION SHALL BE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. SYSTEMS SHALL BE MET.
2. TEMPORARY CONSTRUCTION ENTRANCE(3.02)-A TEMPORARY PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS CONTRACTOR SHALL ESTABLISH THE PERIMETER CONTROLS OF SUPER SILT FENCE QDEVELOPED<= I.F.•(QPRE-DEV.• RVPRE-DEV.)/
CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT SITE ENTRANCE OFF OF AND UNDERCUTTING.SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR AS THE FIRST STEP OF THE LANDS DISTURBANCE FOR THIS PROJECT. RVDEVELOPED OLD TRAIL DRIVE. BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES UNDER NO CONDITION SHALL QDEVELOPED>Q PRE-DEV '
AND THE BARRIER STILL BE NECESSARY,THE FABRIC SHALL BE REPLACED SUCH AS DAMS.DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. NOR SHALL QDEVELOPED BE REQUIRED TO BE LESS THAN THAT L
3. ROAD STABIU7ATION(3 031-ACCESS ROADS.PARKING AREAS,AND OTHER PROMPTLY.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AFTER EACH OFOREST*RVPRE-DEV.)/RVDEVELOPED 2 '..
ON-SITE VEHICLE TRANSPORTATION ROUTES SHALL BE STABIUZED WITH EVENT.THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY RAINFALL EVENT. OR IN ACCORDANCE WITH ANOTHER METHODOLOGY THAT IS u
STONE IMMEDIATELY AFTER GRADING. ONE-HALF THE HEIGHT OF THE BARRIER.ANY SEDIMENT DEPOSITS 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND DEMONSTRATED BY THE VSMP AUTHORITY TO ACHIEVE EQUIVALENT
REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY RESULTS AND IS APPROVED BY THE BOARD. i
4. SILT FENCE BARRIER(3.05)-SILT FENCE BARRIERS WILL BE INSTALLED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE.PREPARED, THE TRAP OR BASIN. (2) "NATURAL STORMWATER CONVEYANCE SYSTEM"MEANS THE MAIN u
TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE EROSION AND AND SEEDED. THERE ARE NO SEDIMENT TRAPS OR BASINS PROPOSED. CHANNEL OF A NATURAL STREAM AND THE FLOOD-PRONE AREA __ I
SEDIMENT CONTROL PLAN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC ADJACENT TO THE MAIN CHANNEL OR, 2I I :..... ..T
4. DIVERSION DIKES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL
5. SUPER SII T FFNCF BARRIER-WIRE-REINFORCED SILT FENCE BARRIER WILL MADE TO THE DIKE,FLOW CHANNEL OUTLET,OR SEDIMENT TRAPPING DRAINAGE AREAS LESS THAN THREE ACRES. (3) RESTORED STORMWATER CONVEYANCE SYSTEM"MEANS A 'U d
BE INSTALLED TO ALTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE FACILITY AS NECESSARY.ONCE EVERY TWO WEEKS.WHETHER A STORM B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW CTC CONVEYANCE USINGATU SYSTEM THAT HAS BEEN DESIGNEDTS. AND
EROSION AND SEDIMENT CONTROL PLAN. EVENT HAS OCCURRED OR NOT.THE MEASURE SHALL BE INSPECTED AND FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL CONSTRUCTED NATURAL CHANNEL DESIGN CONCEPTS. N
RESTORED STORMWATER CONVEYANCE SYSTEMS INCLUDE NE MAIN
REPAIRS MADE IF NEEDED.DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR BE CONTROLLED BY A SEDIMENT BASIN.THE MINIMUM STORAGE CAPACITY OF CHANNEL AND THE FLOOD-PRONE AREA ADJACENT TO THE MAIN z^1'=80
VEGETATIVE PRACTICES OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE CHANNEL f I
1. SURFACE ROUGHENING(329)-ALL AREAS WITH A GRADE STEEPER THAN DAY. AREA.THE OUTFALL SYSTEM SHALL AT A MINIMUM,MAINTAIN THE (A)THE DEVELOPMENT SHALL BE CONSISTENT,IN COMBINATION WITH
3.1 SHALL BE STAIR-STEP GRADED OR GROOVED(PLATE 3.29-4)TO ND IN STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF OTHER STORMWATER RUNOFF,WITH THE DESIGN PARAMETERS OF
GRASS ESTABUSHMENT,INCREASE INFILTRATION.AND TO SLOW RUNOFF 5. STORMWATER CONVEYANCE CHANNELS(WHERE APPLICABLE): 24-HOUR DURATION.RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS THE RESTORED STORMWATER CONVEYANCE SYSTEM THAT IS a24 N1,TH Op 7Ri
VELOCmES. 5.1. GRASS LINED CHANNELS-DURING THE INITIAL ESTABLISHMENT, SHALL CORRESPOND TO A BARE EARTH CONDITION OR NOSE CONDITIONS FUNCTIONING IN ACCORDANCE TWWTH THE DESIGN OBJECTIVES. E p
GRASS LINED CHANNELS SHOULD BE REPAIRED IMMEDIATELY AND EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. (B)THE PEAK REQUIREMENTS A
2. TOPSOIUNG&STOCKPILING(3.301-TOPSOIL WILL BE STRIPPED FROM RE-ESTABLISHED IF NECESSARY.AFTER GRASS HAS BECOME 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN ATHE PEAKSTORMWATE DISCHARGESOW TO NATURALIRSTORM FORORER CONCENTRATEDCONVEYAED o ..
AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE ESTABLISHED.THE CHANNEL SHOULD BE CHECKED PERIODICALLY TO MANNER THAT WILL MINIMIZE EROSION.SLOPES THAT ARE FOUND TO BE r
DETERMINE IF THE GRASS IS WITHSTANDING FLOW VELOCITIES WITHOUT ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SYSTEMS SHALL BE MET.SEE 19(B)(1)(B). (/_'/�'
INSTALLEDT BE STABIUZEDLONGWITH TEMPORARYIVEGETATION TEOR TO HAVE SILT FENCE DAMAGE.IF THE CHANNEL IS TO BE MOWED,IT SHOULD BE DONE IN A SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL U /7
ALONG THE LOWER PERIMETER TO PROTECT DOWNSTREAM AREAS. MANNER THAT IT WILL NOT DAMAGE THE GRASS. THE PROBLEM IS CORRECTED.THERE ARE NO PROPOSED CUT OR ALL Jimmy L. Taggart
5.2. RIPRAP-UNED CHANNELS-RIPRAP LINED CHANNELS SHOULD BE SLOPES.HOWEVER,THE CONTRACTOR IS TO RESTORE THE PROJECT AREA L`.No. c
3. TEMPORARY SEEDING(3.31) -AREAS NOT BROUGHT TO FINAL GRADE FOR CHECKED PERIODICALLY TO ENSURE NE SCOUR c°'
IS NOT•.PURRING TO EXISTING GRADE.IF THE AREAS WITH NATURALLY STEEP SLOPES ARE
A PERIOD OF MORE THAN 14 DAYS SHALL BE STABILIZED WITH A o♦Arm
TEMPORARY SEED MIXTURE ACCEPTABLE FOR THAT TIME OF YEAR.CRIMPING, BENEATH FABRIC UNDERLINING OF THE RIPRAP AYER.THE CHANNEL FOUND TO BE ERODING EXCESSIVELY AFTER ONE YEAR,CONTRACTOR IS TO 4ysIBAAI,NaIAV tac
PUNCH ROLLER-TYPE ROLLERS,OR TRACK WALKING MAY BE USED TO SHOULD ALSO BE CHECKED TO DETERMINE THE STONES ARE NOT PROVIDE ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS
INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE SEDIMENTIF IS DEPOSITED IN A GRASS-LINED CHANNEL IT SHOULD 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
BE REMOVED PROMPTLY TO PREVENT DAMAGE TO THE GRASS. UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
4. PERMANENT SEEDING(I I71-AREAS BROUGHT TO FINAL GRADE OR THOSE SEDIMENT DEPOSITED IN A RIPRAP CHANNEL SHOULD BE REMOVED CHANNEL FLUME OR SLOPE DRAIN STRUCTURE.MAXIMIZE SHEETFLOW AND
WHEN IT REDUCES THE CAPACITY OF THE CHANNEL GROUNDWATER INFILTRATION
CONSTRUCTION AREAS THAT WILL REMAIN DORMANT FOR YEAR OR MORE
SHALL BE STABILIZED WITH A PERMANENT SEED MIXTURE ACCEPTABLE TO 9. WHENEVER WATER SEEPS FROM A SLOPE FACE,ADEQUATE DRAINAGE OR
THAT TIME OF YEAR.PREPARE SURFACE WITH APPROVED TREATMENT AND 6. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT NT ATION AFTER OTHER PROTECTION SHALL BE L D.CONTRACTOR TO NOTIFY ENGINEER
ADDITIVES PRIOR TO APPLYING SEED. EVERY RUNOFF PRODUCING STORM EVENT.SEDIMENT SHOULD BE REMOVED AND COUNTY EROSION CONTROL INSPECTOR.
WHEN IT REACHES ONE-HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. ID. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING
5. MULCH C3.35)-PUNT RESIDUES OR OTHER SUITABLE MATERIALS SHALL REGULAR INSPECTIONS SHALL BE MADE TO INSURE THE CENTER OF EACH CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER
DAM IS LOWER THAN THE EDGES.EROSION CAUSED BY HIGH FLOWS AROUND CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING ALTERED
BE APPLIED TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. OR OTHERWISE TREATED TO REMOVE SEDIMENT.THERE ARE NO STORM SEWER
OVERLAND FLOW VELOCITIES. THIS PRACTICE SHOULD BE APPLIED TO ALL INLETS PROPOSED. w g
SEEDING OPERATIONS,OTHER PLANTER MATERIALS WHICH DO NOT PROVIDE 7. THE EARTHEN EMBANKMENT'S SHALL BE CHECKED REGULARLY TO ENSURE 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR z a W Z
ADEQUATE SOIL PROTECTION BY THEMSELVES,AND BARE AREAS WHICH THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY PIPES ARE MADE OPERATIONAL ADEQUATE OUTLET PROTECTION AND ANY ¢CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH STILL NEED EROSION OR CONSTRUCTION EQUIPMENT. REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
PROTECTION TO PREVENT SOIL LOSS. CRIMPING.PUNCH ROLLER-TYPE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING 0_ >
ROLLERS.OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW 8. THE STORMWATER MANAGEMENT FACILITIES SHOULD BE CHECKED REGULARLY CHANNELTHERE ARE NO STORMWATER CONVEYANCE CHANNELS OR PIPES
MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. BY THE HOMEOWNERS ASSOCIATIONS TO ENSURE THAT THEY ARE PROPOSED. \ I J
STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION. 12. WHEN WORK IN A LIVE WATERCOURSEIS PERFORMED,PRECAUTIONS SHALL / Q ¢ a
6. EROSION CONTROL BLANKETS(3.36)-EROSION CONTROL BLANKETS IN BE TAKEN TO MINIMIZE ENCROACHMENT,CONTROL SEDIMENT TRANSPORT
CONJUNCTIONTEEPERWITH PERMANENTSEEDING WILL (CSTALLED ALL SLOPES B. THATTH ITEMERGENCY
R LING IS SPILLWAY
WELL ESTABUSHED RESISTANT GRASS DURING CONSTRUCTIOLY TO ENSURE AND STABILIZE THE N.NON-ERODIBLEK AREA TO GREATEST EXTENT POSSIBLE W MATERIALSHALL BE USED FOR THE J W
STEEPER THAN 3:1 FOLLOWING GRADING.EROSION CONTROL BLANKETS WILLm -'
ALSO BE INSTALLED IN DITCHES WHERE POTENTIAL EROSIVE VELOCITIES MAY SHALL BE KEPT MOWN BELOW A HEIGHT OF 15"AND THE OUTLET SHOULD CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.EARTHEN ALL MAY BE o Q J C
EXIST AS DETERMINED BY ENGINEERING CALCULATIONS.THIS WILL PROTECT BE CHECKED FOR CLOGGING. USED FOR THEE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER SECTIONz CCLL
FROM RILL AND GULLY EROSION. MATERIALS.CONTRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY rr O O
10. THE DAM SHALL BE KEPT FREE OF SAPUNGS OR TREES.(REFER TO STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM Q
7. TREE PROTECTION(3.38)-THE TREE FENCE BARRIER WILL BE INSTALLED THE ADDITIONAL MAINTENANCE SPECIFICATIONS) CROSSINGS.
TO PROTECT THE TREES OUTSIDE OF THE LIMITS OF DISTURBANCE AS 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES 0 o Z Z C
INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. Ti. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A MORE THAN TWICE IN ANY SIX-MONTH PERIOD,A TEMPORARY VEHICULAR (J) 7
J I.)"I
USEDGOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIAL SHALL E IJJ O U
8. DUST CONTROL(3.39)-DUST CONTROL METHODS MUST BE TO RE-SEEDED AS NEEDED.IN THE EVENT THAT THE APPLIED SEEDING FAILS PROVIDED.CONTRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY
REDUCE THE AMOUNT OF AIRBORNE DUST DURING ALL PHASES OF TO TAKE HOLD,BLANKET MATTING SHALL BE PLACED IN APPROPRIATE STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM
CONSTRUCTION WHERE SOIL IS EXPOSED OR DISTURBED. AREAS DEEMED NECESSARY BY THE ENGINEER OR EROSION CONTROL CROSSINGS.
INSPECTOR. 14. ALL APPUCABLE FEDERAL STATE AND LOCAL REQUIREMENTS PERTAINING TO
WORKING IN OR CROSSING LVE WATERCOURSES SHALL BE MET.CONTRACTOR
MANAGEMENT STRATEGIES sFQUFNCE OF CONSTRUCTION SHALL FOLLOW FOLLOW ALL APPLICABLE FEDERAL STATE AND LOCAL
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BE 1. AFTER OBTAINING ALL REQUIRED PERMITS NE CONTRACTOR SHALL REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS.
SEQUENCED,AND ALSO BEGIN AND END AS QUICKLY AS POSSIBLE. COORDINATE A PRE-CONSTRUCTION MEETING,ALLOWING 72 HOURS FOR ITS 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED
COORDINATION. IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.CONTRACTOR
2. THE CONSTRUCTOR ENTRANCE AND PERIMETER EROSION CONTROL SHALL FOLLOW THE VESCH CHAPTER 3.25 UTIUTY STREAM CROSSING
MEASURES SUCH AS TREE PROTECTION AND SILT FENCE SHALL BE 2. CLEARING AND GRUBBING SHALL FIRST BE LIMITED TO THAT NECESSARY TO REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS.
INSTALLED AS THE FIRST STEP OF DISTURBANCE. INSTALL SILT FENCE. ALL PERIMETER CONTROLS MUST BE MADE FUNCTIONAL 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH
PRIOR TO ANY UPSLOPE LAND DISTURBANCE THAT TAKES PLACE. THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA. DATE. 10-192018
3. SEDIMENT BASIN MEASURES SHALL BE INSTALLED WITH PERIMETER SILT A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. SCALE: NA
FENCE PRIOR TO ANY GRADING AND SHALL BE SEEDED AND MULCHED 2.1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. JOB: 8059
IMMEDIATELY FOLLOWING INSTALLATION. INTENDED LIMITS OF DISTURBANCE. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE ALTERED OR PASSED CONTOUR WnervAL(NA
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,OR BOTH,AND
4. THE SEDIMENT BASIN SHALL BE CHECKED FOR SEDIMENT ACCUMULATION 3. PRIOR TO ADDITIONAL CLEARING AND GRUBBING.THE CONTRACTOR SHALL DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
AFTER EVERY RUNOFF PRODUCING STORM EVENT.SEDIMENT SHOULD BE STREAMS OR OFF-SITE PROPERTY.
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172 SOUTH PANTOPS DRIVE ♦ ' / ��►��Illullipji � � ��II ������/� �// SHEET 3 --SWPPP NOTES&DETAILS Z °i z
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AGISTERIAL DISTRICT MH/7E HALL MAGISTERIAL DISTRICT r����� I! �- //]� /,
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STORMWATER MANAGElIENT. AS DEFINED BY THE OVERALL STORMWAIER MASTER PLAN(NP0201600009), APPROVED ' "�� �I I��.�• ,� �`� �
4/25/2016. THIS PROPOSED ENTRY FEATURE DEVELOPMENT ON BLOCKS 34 AND 19 REQUIRE toil.
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APPROXIMATELY A TOTAL OF 0.03 LB/YR OF PHOSPHORUS REMOVAL THERE IS CURRENRY isr ,„__ zoo. 1, �I
SURPLUS OF TREATMENT ACREAGE IN THE SIMI MASTER PLAN, NHICH IS UNDERSTOOD TO BE • `,,, �- 1c�\W i��q
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THESE SUFFICIENT KSVARE A FOR WATER QUALITLBEMA REQUIREMENTS EV UNTIL THE FINAL FPO PLAN FOR 000
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THESE BLOGCS ARE APPROVED BY ALBEMARLE COUNTY ENGNEERING ����4 44 �4
WATERSHED: ucxiNGHaE CREEK 1�1S� �N*#pi �� / t �Ip1LEGENDTOPOGRAPHY/ LOUISA AERIAL SURVEYS,AUGUST 2012 ,�I ��;�� 41 • ),�`\„ EXRTNG INTERMEDIATE CONTOUR l-32�� PROPOSED TREECD
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BENCHMARK: NEST TRAFFIC POLE COWL BASE 7082 ' ���� ', ,dill`= EXISTING INDEX CONTOUR yp EXISTING WATERLINE W/TEE
PROPOSED CONTOUR —2O PROPOSED WATERLNE W/TEE
DATUM: YER77CAL-NAND 8Q HORIZONTAL -NAD 83 rx eP EXISTNG EDGE OF PAVEMEM EX6TNG FRE HYDRANTCRIRCAL SLOPES NO CRITICAL SLOPES EXIST N17HIN THE PRO,ECT LIMITS • \ ® PROPOSED EDGE OF PAVEMENTEP
PROPOSED FRE HYDRANT - uFLOODPLAIN: HIS PROJECT IS NOT LOCATED INTH/N FLOODPLAIN. LIMITS AS SHI NN ON FLOOD 47.
�� 1 '/ EXITNG CURB AND GUTTER ES0&GEXISTING WATER VALVE ® t=INSURANCE .RATE20 MAP. COMMUNITY PANfL NUMBER 570003 02J7 D. £FFECRV£DATE. ���:sT V .' , PROPOSED CURB AND GUTTER �''' PROPOSED WATER VALVE o
FEBRUARY 4. 2005. ♦���� ,
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LANDSCAPING. TO BE SUBMITTED UNDER SEPARATE COVER �/�//T�1� Q�. - ��,� � EXISTING STORM SEWER
UOY171NC: TO BE SUBMITTED UNDER SEPARATE COVET _''I� ` �.> 15�A PROPOHANDICAP
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n PROPOSED SANITARY SEWER 0 sTunxu awPcoxslnucra
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THE PROJECT SI E IS NOT LOCATED NIIHIN AN AGRICULTURAL-FORESTAL DISTRICT. 4111
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32.42 POLE CONC BASE = 706. 7 > w
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VEHICLE FUELING AND MAINTENANCE V a a
PURPOSE , DISCHARGES OF SOAPS,DETERGENTS,SOLVENTS,AND SWPPP UPDATES z
conduct regular maintenance in a dedicated area that Is located k maximize the nAava WASH WATER FROM CONSTRUCTION ACTIVITIES SUCH AS F.-I a
4VACSObO-54 of the Vagina stormwater Management Program (VSMP) Perna s The operator-fa)shall update the SWPPP 10 include
Regulations distance from drain hies.ditches.wet«bodies or but no less Man a,eA'see oej„„,�.x MAR CLEANUP OF STUCCO,PAINT,FORM RELEASE OILS.AND x
ego requires that stormwater Pollution Prevention Plan(SWPPP)be developed s0 feel from those features SALE(j°) eta NAM $Y y
t«as regulated land disturbing activities The SWPPP must include,but not be tended a.sson MC wu.Ri.L(mr) r m s r CURING COMPOUNDS ♦ A record of dates when 11 major grading activities occur,2)construction activities y cVM aaryr to, an approved erosion and sediment control plan an approved stortnweter v If fueling s conducted at a dedicated area the location must be located to sum a(z rtw ew<) a= temporarily or permanently cease on a portan d the site,and 3)stabilization Q'
management plan, and this Pollution Prevention Plan (PPP)for regulated and coaxer^ze the distance from storm drain Mlets.ditches,veterbodies or wetlands but II - ✓Washing activities assocated with construction activities other than vehcle and measures are initiated, UI g 0
disturbing aobvdies.and a des«)ption of any additional control measures necessary to no less than 50 not hom those features IuT-Ti=T=TI-Tieeelieee-Ti=iiT' equipment washing.such as clean up of stucco,paint,form release oils,and wring Documentation d modificatons and revisions b the SWPPP; 2 07
address a TMDL as applicablereee leeeeeTle-iieeeil=Tl=il=ii=i 1 '�
. The dedicated areas must be designed to eliminate the docnerga of spilled and wmpounds are to be conducted in dedicated area. v Areas that have reached final stabilization where no further SWPPP or inspection 2 Z Q
leaked fuels and chemicals fern vehicle fueling and maintenance activltes by e/en`r am .cop,)✓The dedicated area must be located to maximize the distance from stone drain requirements appy; T \ `Ql 0
The plan for implementing pollution prevention measures during construction activities providing secondary containment(spit beans, decks,spill containment pallets, _ u .......tttn inlets,ditties,walerbodies or wetlands but no loss Man 50 feet from tease features. v All properties that are no longer under the legal control o to operator and the dates V O >O
developed on this sheet must be implemented and updated as necessaryAnyPPP providing cover where appropriate and having spill kits readily available) (met wan on which the operator no longer hadlegal control over each 4 ~
Separations of less than 50 feet may be approved by the Environmental Inspector Pura 9 Property,and O 0 w w Z
requirements not included on this sheet must be incorporated into the SWPPP required signage to intone users where the dedicated - - - s we✓The dedicated areas must be designed to prevent the disdurge of soaps. V The date. volume, and corrective/preventative actions implemented far any Q 0la
Each toady muse have appropriate �� J J
by 4VAC50-60-54 that must be developed before land disturbance commences. This areas)are boated T" _ -�� prohibited discharge. O V 5 Q
detergents,solverM,and wash water
PPP identifies potential sources of pollutants Ihal may reasonable be expected to affect T_ 42 ce
the quality stermwater cischarges from the construction site(both on-and off-see vral[s 0 11 Shown an -- The operator(s)span update the SWPPP no later than seven(7)days following any a r e� w
activities)and describes control measures that will be used to minimize pollutants in Date Location a Dedicated Areal's)Shawl on to:
/ / Dole Plan LOOnbn(s)d Oemdl el Mugs) Me situations kenbfed above r 0 V o N
stomnwater discharges from the no trudion site .911M e(p I SINNING) a J i LE CS
-__ + I///.�_` OPERATOR INSPECTIONS to co x
OTHER REFERENCED PLANS PlaApprn .... +M-RAM oat ram) tam ed ® P� AP9roved The operator(s)identified below shall provide for inspectionsof the permitted land- Wel V) Oq V"'
0.011
REVISIONS TO LOCATIONS w'='=' axe REVISIONS TO LOCATIONS disturbing activities by the qualified personnel identified below The inspectors well be 0 0t
SWPPP requirements may be fulfilled oy incorporating.by reference,other plans. All or10 m Shown conducted(select one the following options): b 0 Q
plans incorporated by reference become enforceable under the VSMP Permd Slowly on --- ------ CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA Operator(s) Wx O
Regulations and General Permit VAR10 for Discharges a Srormweter from OparabYa Dale Plan Locetion(s)d Dedicated Area(s) u, Q
Data Plan Location d Dedcated Area(s) ABOVE-GRAPE CONTAINMENT AREA W/STRAW RAI ES, BELOW-GRADE CONTAINMENT AREA. Initials ❑ at least once every four(4)business days;or
Construction Activities. n a elan a operator
by reference does not contain all a the Initials Sheet xis) It RC O u.
Shoat les) ❑ at least once every five(5)business days and n o later than 48 hours following \ r
required elements of the PPP.the operator must develop the missing elements and min, any meewrebe storm event J d W J N
include them in the SWPPP - _ yre mME®(comma woe aRog n,iatrOE MAW y t NO 111 O
.y0 avp awn esrsuear0 �!-nropx,a sat ism Where areas are in a stabilized condition or runoff i5 unlikely due to winter Conditions, i-O
Independent Plana Date erV I c -nY°°OL the inspection frequency may be reduced to once every 30 days while these conditions z ZO -
In°orp°reed by Reference Approved -_. ___ ..rf'C`�� / exist Otherwise. the operator(s) shall resume the regular inspection frequency 41
-- -_-._. __. (1Db`,� 4 --- dentioettstays. frJ requirements a 2 ill
Stomwater Management Plans(Regional«Mealier) If mobile toeing will be used,the fueling must be done in ranb area that located to T f-mV
maximize Me distance from sham drain inlets,ditches,waterbodes or wetlands but I I e°01:far"' ✓The dedicated area must be covered(e.g.,plastic sheet rig,temporary roof.etc.)to p)a
Spill Prevention,Corneal,and Ceunenmwaue Plans // , The operator(s)shall provide for inspactiorns of Me permmod land-0hturbing activiy to A
n o less than 50 feet from those features. ` "e°" prevent contact with sl«mwder ensure implementation and continued maintenance of all en15 of the p"'1 O Z
Off-Site Stockpile NIA v Spill kits must be readie available at all mod.fueling Iocabona. x aysr ea ✓The contaminated wastewater from the dedicated area must be collected for Stortnvrater Pollution Preventon Plan(Erosion and Sediment Contra Plan,stormwater ✓ 2 � O
Off-Site Soon Area NIA xr/ disposal by a waste hauler or discharged to the sandary sewer. Mona anent Plan,Pollution Prevention Plan,TMDL - W A\7 =
v On-site storage tanks must have a means of secondary containment(spill berths, 9 requirements.etc.) O �� a
dads,spill contaminant pallets,etc.)and must be covered where appropriate. apiLE'oa'1O"'a^101� \� ✓In situations where these pollutants are or could be generated at locations other than �/ `
- V All vehicles on site must be monitored for leaks end receive regular preventive act CONCRETE weeps WV OE uruz. at the designated area(e.g.,concrete pours,building washing,etc.),cover(e g Records 01 the required inspectors must be maintained and included in the SWPPP Fit -_ ---'
maintenance to induce the chance of leakage plastic sheeting,temporary roof,etc.)must be provided to prevent contact with binder. The queered personnel are encouraged to use the Operator Inspection form '
9e 1 CAI: ,a i°Ter a,v I stormwater and the contaminated wastewater from the acbvily must be collected far provided In Me SWPPP binder to document the required inspections. If inspections are -
+rt(perLace..xuer ear weenaasara I ' ' ' ' '. ' ' , ' ' I disposal by a waste hauler or discharged to the sanitary sewer conducted once every five(5)business days�no later than 48 hours following any
�') arwra ea.w 1I ;" meawreable storm event,the location of the ran gauge used to determine the amount
DISCHARGE FROM STORAGE,HANDLING,AND DISPOSAL o W § � d rain must be included In the SWPPP and documented in the Inspection report.
POTENTIAL POLLUTANT SOURCES OF CONSTRUCTION PRODUCTS,MATERIALS,AND WASTE ew mwa `',� I Qom„�, SILT FENCE
LOCATE ON
The following sources of DOWNHILL SIDE
gpotential pollutants must be addressed in Me Pollution ✓ ru WASH RACK OF PORTABLE DISCHARGES OF HAZARDOUS,TOXIC, ACKNOWLEDGEMENTS
Prevention Plan. Various controls and/or measures designed to Storage
edi nedfa,eeas truce«h products,materials,and waste is to be conducted n SEDIMENT CONTAINMENT AREA AND SANITARY WASTE
gn prevent and/or TOILET
minimize pollutants in stormwater discharges from the project site must be applied to I certify under penalty of law that the qualified personnel identified below
the sources found on the site. Additional information concerning the following contra ✓s The dedicated area must be located to maximize the distance from storm dram ✓ and disposal or hazardous,toxic and sanitarywastes are to be conducted in
and/or measures may be found in the SWPPP Deviations horn the location criteria inlets,ditches.suss tItadies or wetlands but no less than Sc feel from those features. Storage Po
may be approved by the Albemarle County Inspector Separations of less than 50 feet may be approved by the Environmental Inspector. ea dedicated areas a. has been designated by the Operator to conduct inspections d the
✓The dedicated areas must be designed to minimize the discharge of pollutants from ID WASTE CO J FCTION CONTAINMENT AREA + ✓Toe dedicated areas must be boated to maximize the distance from storm dram permitted site; a
storage. handling,and disposal a construction products,materials and wastesoco 'ila . ' ' inlets,ditches water-bodes or wetlands but no less than 50 feet horn those features, b. is knowledgeable in the prinaples and practices of erosion and O
LEAKS,SPILLS,AND OTHER RELEASES including(i)building products such as asphalt sealants,copper Bashing,roofing sect Separations of less than 50 feet maybe approved by the Environmental Inspector sediment coned and sormwater management; E '
materials.adhesives,concrete admixtures.(ii)pesticides.herbiudes.insecticides. ✓The dedicated areas must be designed to prevent the discharge of hazardous,toxic c. possesses the skills to assess Conditions at the permitted see for the
V The opecatoes)shall ensure procedures are in pace to prevent and respond to ail fertilizers,and landscape materials.and(i)construction ono domestic wastes Such a el a t'a a a air q:a a a -a.a a ' and sanitary waste by avoiding contact with precipitation Operator(s)that could impact stormwater quality and quantity c
leaks,spills and other releases of pollutants. as packaging materials,scrap construction mate^als,masonry products,limber, ey •i•• .e w°=xa«o STD V Each tact ley must have appropriatesign age to inform users where the dedicated d will assess the effectiveness of any erosion and sediment control
✓ The Operator(s)shall ensure at leaks.spills and other releases of pollutant are Pipe and electrical cuttings, antics, a on�rn nswoas�
p Styrofoam,concrete and other trash or building y - a i••y y ) PORTABLE area(s)are located measures or stormwater management facilities selected to control the
contained and cleaned mined elely upon discovery Any contaminated materials produce Y i a,{•••a_a Miff Shprn on stormwater discharges from the pemneted site:and
are to be disposed in asconfa,ce with federal,state,and/or local requirements V Each faciliy must have appropriate signage to inform users where eie dedicated aY ••••••! Dale Ptah L000bae(s)a Dedicated Area(s)for storage and disposal or e. will Conduct inspections so accordance wee the frequency noted above
area(s)are located. hazardous and toxic wastes in the OPERATOR INSPECTIONS section of Mrs sheet.
v The°pedaloes)snarl ensure spill containment kits containing appropriate materials a a a a'a a••a i a a a•a -- - - ieet ifs) i
(e.g..absorbent material and pads.brooms,gloves,sand.etc.)are available at Shown on Locatien(s)d Dadcated Area(s)ter Storage of construction Afapovatl Shown on
including, g - QUALIFIED PERSONNEL
appropriate locations 9 but not ended to.des rated areas for vehicle and Date Plan Sheet Pin - - __ -
products and materials
equipment maintenance:vehicle and equipment fueling;storage and dsposal of x(s) __-_ _. FUELING AREA REVISIONS TO LOCATIONS Name(print)
construction materials.products and waste.and storage and disposal a hazardous Approved BELOW-GRADE CONTAINMENT AREA __-. '
and toxic materials;and sanitarywaste facilities Plen
disposal of hazardous and toxic wastes Initials
a
Deb Pen and die Loewe:Ks)a Dedicated Area(s)for storage Operator(s) Mine O
.. ,-. ,-.v The locations d Me spill containment kits are identified d as described below REVISIONS TO LOCATIONS 0 ra-PLASM u sxrw Sheet a(s) - -
xs
Slbaet on Slbab on Lecaepys)d Da/caNOAna(a)for Nampa Operator(a) r'"i". rs A re Additional information is located in Tab 6 d die SWPPP Binder R d
Date Plan Shear Locales Data Pin Sheet dmeelucSon products and materialsInitials ... __ - -. -T__-. _ • ,
Ilts) owe FUELING haw
as - -_-- - --
APpr Plan -_ _ - As the Operator(s)or Delegated Authority,IN understnd a Mal prier to Initiating land i
disturbance.the potential pollutant source appropriate control measures.and en
REVISIONS TO LOCATIONS • - ' , Hie, vac rut,o responsible panes(operator,qualified inspection persona',contractors,etc.)required - - --
w 3 DIVERSION own as a condition or the General Construction Permit(GCP)and the Stonnwater Pollution
Shown an Operators) V oa'd(ra) Shown on Prevention Plan(SWPPP)must be identified I also understand this information must `oefR Op t'
Dab �^Sheet LoWtion Initials tea 1 Deb Plan Lecagon(5)of Dedicated Area(s)for portable toilets be updated as necessary throughout all phases of construction until the GCP is Z4 It
Nsl - - - Shove on lmtlon(s)d 7 -Stem a(e) terminated. o ,ci
® — •
Bala 'Plan Sham ' .
x(s1 Conabudtor p otlurbar d� from I ® Y Y ® APDr Furthermore, u n7 a
Pww eons A en /
Approved vows a a - • R understand d
REVISIONS TO LOCATIONS Uwe certify under penalty of law that I/we have read and uerstand all requirements
__-- - -- Plan the SWPPP(erosion and sediment control pia skrtnwaler management an, lotion Jimmy L.Taggart
Shown•
a pa
.lb
REVISIONS TO LOCATIONS 1 ® //). \ 0 . • n Location(s)d Dedicated Am/0 for partible Operable) prevention pan TMDL provisions,administrativeoak requirements,etc.)and GCP and that 22pat
1_ L Dine Plan toilets Initials
the information herein is,to the best of y knowledge and belief,true,aowra[e,and o�j)-.7o-)6 i`4
v The operator(s)shall notify the Department of Environmental Quality of leaks,spills, I Siam CO PufalpF(s) w em\ t� m� Sheet les) complete. I am aware that there are significant penalties for submitting false to aUov
and omen releases that dishage to or have the p«erroal to discharge to surface Dale pin SMm Lopbn(s)d DadbaW Aran(s)for waste O \\\\1T4moTTlmear - Y areas4
waters immediately upon scear Wry a the discharge but in no case later than ce 1qs) from mstructb^protects and materials InNa)s no I. information,including the possibility Of fine or mpnsonment for knowing vidatons.
PLASM WAND OF OM
after the discovery. TOP OF eM I/we understand that Uwe are ultimately responsible for compliance with all conditions
rs)shall notify the Department of Environmental Quality(DEO)of leaks, and requirements of the SWPPP and GCP and for ensuring all contractors and
✓ The operator(s)
DISCHARGES FROM CONCRETE RELATED I subcontractors on the permitted site are aware of the conditions and requirements of
soils,and other releases that discharge M or have the potential to discharge to the SWPPP and GCP.
surface waters immediately upon discovery of the di.harge but in no case later than WASH ACTIVITIES
24 after the discovery Written notice of the discharge mum be sent to DEQ and IiI/we shall comply with at conditions and requirements of the SWPPP and shall at all
Henrico County Department of Public Works within five(5)days of the discovery -- _ v ✓Consolt with local waste management authorities or pinata firms about the times propery operate and maintain at measures and control and related
Concrete trucks are not allowed to wash out or discharge surplus cenoete or drum
Virginia Department a Environmental i Albemarle County ✓Follow all federal,state,and local requirements that apply to the use,hand) and wash water on site except in a dedicated 3 that is located to prevent requiremattd for disposing of materials
ous materials scull«Sots that may be appurtenances)which as installed or used:e achieve Compliance with the conditions of Z
n9n dies P contaminated with nazanous melenel9 the GCP Proper ovation and maintenance also includes adequate
Quaky Community Development disposal of pesticides.herbidtles,and fertilizers. discharge to stout drain!Meta.ditches.watertxxtes or wetlands but no less than 50 funding and
NEED ADDRESS Engineering Department ✓Keep chemicals on-sire in small quantities and n closed.well marked containers- feet from those features.
✓Never remove the original product label from the container Follow the adequate staffing.
manufacturers recommended method a disposal
(804)786-3998(phone) 401 McIntire Road ✓Clean up solid waste,including budding maenah,garbage.and debris m a day v Each facility must have a stabilized arsess M revent mud tracking into the street. ,/ )lye shall take all reasonabe steps to minimize«prevent any discharge in wotabon of 0- I_I_I A
(804)788-1798(fax) Charlottesville,VA 22901 n9 ^g P Schedule penndk pumping d portable toilets and dispose of waste the SWPPP and/or GCP
basis and(leposn Into covered dumpsters that me
(800)488-8892(outside normal working (43A)2985832 periodically ampt.tl V Each facility must have appropriate seinage to inform users where the dedicated if Dispose of all said waste at an autho^zed disposal site. z Ilezeee
hours) ✓Schedule waste collection prevent exceeding the capacity of onsite containers. area(s)are located Uwe understand Mal if it delermned by the Department of Environmental Quality(OEQ) 0 cc Aeditional containers may be necessary depending on the phase d construction -- - _- _. — SWPPP MODIFICATIONS AND REVISIONS in consutahon with the State Water Control Board al any time that stomwater - j EE..
(e.g.,demolition.etc.) Shown on discharges are causng, have reasonable potential to cause,or contribute to and H J - W
✓Dispose a all solid waste at at aulhoeved deposal site. Dale Plan Location of Dedicated Area(s) excursion above any applicable water quality standard,the DEO may,in consultation Z I--' w r/
EQUIPMENT/VEHICLE WASHING eV
Sheet x s The operetor(s)seat ensure the SWPPP is modified antl/«revises to mtlett C
✓Ensure that containers have lids or are aherwise protected from exposure to () with the Administrator take appropriate enforcement action and negwre: I),I > Q
precipitation. Appeased rn
V Changes in qualified personnel,delegated authorities or other personnel required as a. Modification of control measures to adequately address water quality
LI_I
v Washing must be conducted in dedicated area that is located to maximize the PIT a condeion a Me General Construction Permit. concerns, LLI J LL w
distance from storm drain nets,ditches,waerbodies or wetlands but no less than DISCHARGES FROM OTHER POTENTIAL POLLUTANT v Changes in site conditions, b. Submission a valid and verifiable data and information that are CC m
50 feet from those features. REVISIONS TO LOCATIONS Q p
SOURCES v Changes in the design.construction,operation or maintenance of the conslruden representative a ambient Cordiliays and Indinate that the receiving water e d � < Z
✓ All wash water used In vehicle wereel washing must be directed to a sediment Shorn on site that affect the potential for discharges of pollutants that are not addressed in the attaining water quality standards:or L,L fat u-
baserleap. ✓Discharges from other pollutant aoraen.(e.g.,Wailer line flushing.storm newer Dale Plan I Location d Ded6cafedAresa) Operator's normal implementation a the plan,and c Cessation of discharges of pollutants hem construction activity and submit an Z �__, 1L.L 0 Ga
Bushing,above ground storage Wks,eat)net rnerntiened elsewhere must be Initials V Ineffective control measures identified during inspections or investigations individual permit application amoding to 4VAC25A7D410. r Q'
v All vehclle washing activees Omer than wheel washing must have secondary Sham a(5)• conducted by the operator's qualified - Q Z Z
containment. qu personnel or local,state or federal officials.
✓ Each Meatyrisen have appropriate signage to inform users where the dedicated Other Potential PeeuWt Spa n Sources Lmodifiedon(s)of Potential Pollutant Sources Modifcationdrevisions to the SWPPP shall include additional or mod control - n -I LUI 0
amp)ere boated -._ measures to address the identified deficiencies OPERATOR(S)/DELEGATED AUTHORITY J 0 U
v
�� Lan don d SPlellea Water Source -- - --- -- - --- -- _ -- --. If the necessary modifications/revisions require approval by the Admintsiral«or DEO, - Name(print) Signature DaleO
DettxN0,4 eee(y Shoat WO Location the modificationstrewsions must be implemented no later than seven(7)calendar days
Facilities must be cleaned,or new facilities constructed,once the washout area is hollowing approval --- CL
YYMat1AAIah • two-thirds(2/3)full.
Other Wash I If the necessary modifications/revisions do not require approval by the Admnistral«, _.---
Ames I the mmmnations/revision5 must be implemented peon to the need antmpaled storm
- ----_--- event or as soon as practicable. ,
REVISIONS TO LOCATIONS Additional contact information can be found in the SWPPP Binder
✓Above ground oil storage tanks with a storage capacity exceeding 1,320 gallons and
SIIOwn we - have a reasonable expectation of a discharge into or upon Waters of the United
Lo(ation d Water Source Operator's States are required to have a Spil Prevention Control and Counterneasure(SPCC)Activity l r
DedicatedAnafs) sheet
Kw) Location Initials Plan DATE: 10-19.2018
NA✓ material discharge of contaminated Bush water andmaterial removed dwng flushing SCALE:
operations must be collected and disposed of in accordance with appropriate JOB:plllN053
ii 53AL:IINA
federal,state,and local requirements
JSHEET: 3 OF03