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WP0201600072
AMENDMENT TO EROSION CONTROL PLAN FOR
VV Ou"LEN MtLL
INDUSTRIAL
TAX MAP 77, PARCEL 40B
SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA
Purpose of This Amendment
1 The purpose of this Amendment is to revise the sediment traps and add
Phase 1A to the Sequence of Construction.
2. The total area of disturbance is 5.71 acres.
SITE DATA
SITE PLAN NUMBER:
WPO PLAN NUMBER: WP0201600072
APAJWA WVM SEPAR "HOPJff
DMB
w "a -
ON 85.
SON& M LEGAL REFERENCE: TM 77, PARCEL 40B
SOURCE OF TITLE: DB PAGE
---------------
OWNER ZAPPLICANT: DONALSON CONSTRUCTION COMPANY
----------- 24 CANTERBURY ROAD
CHARLOTTESVIILLE, VA 22903
MAGISTERIAL DISTRICT: SCOTTSVILLE
------- ZONING: LI — LIGHT INDUSTRIAL, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED)
PARCEL -AREA. 14.06 ACRES
rXP "-40A
rlvp 77-488
RTFANNA WATER & SRTAR ALITMORITY
Da ?VS -z"
jw 416-193. PUT
ZONXI Ll
Ull' VACANT
A
rr
0
NOT ASSl NLU
z
Lo
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UNA: VACAM
rw
BOUNDARY:
PLAT RECORDED IN DB 4893, PG 401
0
SOURCE OF
AITAWA FAMS * SEVER AUrJr0RlTr
= 606-288
rr
0
NOT ASSl NLU
z
r
UNA: VACAM
rw
BOUNDARY:
PLAT RECORDED IN DB 4893, PG 401
0
SOURCE OF
0>-4 Wrr
TOPOGRAPHIC SURVEY PERF 2
-ORMED BY DRAPER ADEN DATED FEBRUARY 20, 2015
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>
OFFISTE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA.
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P4
TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018.
Z
Z
AITAWA FAMS * SEVER AUrJr0RlTr
= 606-288
0
NOT ASSl NLU
z
r
UNA: VACAM
rw
BOUNDARY:
PLAT RECORDED IN DB 4893, PG 401
0
SOURCE OF
0>-4 Wrr
TOPOGRAPHIC SURVEY PERF 2
-ORMED BY DRAPER ADEN DATED FEBRUARY 20, 2015
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>
OFFISTE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA.
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P4
TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018.
Z
Z
FLOODPLAIN:
�4
PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D,
z
EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017.
AITAWA FAMS * SEVER AUrJr0RlTr
= 606-288
f-`ANUt_L AUUNESS:
NOT ASSl NLU
DO M-654. FLAT
go" M
UNA: VACAM
SOURCE OF
BOUNDARY:
PLAT RECORDED IN DB 4893, PG 401
00 00
SOURCE OF
TOPOGRAPHY:
TOPOGRAPHIC SURVEY PERF 2
-ORMED BY DRAPER ADEN DATED FEBRUARY 20, 2015
OFFISTE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA.
TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018.
FLOODPLAIN:
PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D,
EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017.
100—YEAR FLOOD ELEVATION IS 324.00.
------ X
SWM VOLUME
CONTROL:
AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA.
Nr
SVVM WATER
QUALITY:
CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS.
PUBLIC WATER SUPPLY:
THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED,�
60 0 60 120 1
SCALE: 1"=60'
cof\
IT13CVIS
2 VICINITY MAP
10 SCALE: 1 "= 2000)
SHEEE INDEX
C-500......... COVERSHEET
C-501 ........ EROSION PLAN - PHASE I
,C-502 ........ EROSION PLAN - PHASE IA
,C-510....,... DETAILS
LEGEND
PP POINTER POLE
SCC STORNXXAJER CONVEYANCE CHANNEL
BUILDING SETBACK
PARKING SETBACK
FXAT"A'r
M""
'Affil
,V
'101 NONE
I
SHEET NO.
C-50(
SHEET 1
of
A_ / � � f e ;fir-�-r,s ,, / /, , - PHASE 1 SEQUENCE OF CONSTRUCTION
-'' \., 0 a _ ! i / .-- MATCHLINE .A_----.j r/ / `�
sF ,,.. 1. Install perimeter silt fence and diversion dikes.
To -^ r , r p ;�AMTENAN�
-�` 2> Install Sediment Traps ST-1 and ST-3> _ J -
A,
TMP 77-4OC2 "� �' ��5 3. Remove trees within the Phase 1 Limits of Disturbance. ,j JACKRABBIT PARTNERS LLC. CESS BASEMENT
c�
DB 3155-18f-' f " I ��5.' -= rr o r 4. Install remaining Phase 1 diversion dikes.
`ONE. M j
oe
USE: DRY CLEANERS ` f, � 1 � �' ♦ �P��� ;%'/r
lo
00,
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t' ♦ / _ \ \
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r — TMP 77-40M7�- $y) /
YV E°,S' LELORME INC.
° DB 2229 332 ! t',
ZONE: LI '
,� /, !` / /�!f %/ / ,, / l 1 \ USE: GIST. WAREHOUSE , \`,� Rorm anhc�3e r ��, ` �
��' � i ,o �' � / r' / ,.. ° � / �`1 D ''� a rrf = �- 3.51'' � CV ,.4
/// � 4 C C 9r v,, In= 3.41 - -►
fir' ~' r, i / J / / ' / / / .! - ENCS 1 i v"a 3.3=l � � E. �
J
FENCE
Cj
IN SET
,
J ` SF ! ,� `, `',CSC -50 SCALE: 1 = 3Q >� z
—41
TMP 7
2.2
54
RIVA.NNA WA!�E�C.�'''iWER AUT
lJ,�-277
J
~si, t �, \ ' ` �~ / ' ✓ / / -- — — -. f" F �` '" f / 1 B-,Ol6-135, PLAT
ZONE: LI
USE; VACANT %!
INL
P 77
TM
DONALSON CONSTRUCTION
° { . DB 4893-401
ZONE: LI
USE: VACANT �- ' = _ -- - _ - - ✓ - ! j
� : � , � t '� `y \ � 'r� ,� -..` `^- ..." '^ .-.... r .,,' f, / / / :,-' .•..� i "'• � "-.• ..,>• `"." •,,,.. ,"" ",mow ._._ ... .._-- -.. -^." -.^" .,- ..^ ".-- -,. ,. / i` J/' J J / J
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{ '+ ♦ '" , j j f J { ,- '' ✓ / 4'. FE — r _ — = _ �- " E FENCE r <— / r'j �' P4
DID
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DID
t r ✓, \ ♦ �` \ / a . ` o i, w` % s f j Jj /
I / / ! 1t'4\` ♦ \ ,r / °!. , , '`` ~ `a _ `' `4 - ~ ' ✓ / y >' /'� ✓ / f ` 'f / / / / / / r'' - _ -' ' -- - ` ` `` . TMP 77- 388
/ -VANS ATATER &sWER AUTHORITY !.
Y. / ✓ / / r DB_768— 2_77
/ .• ` . \ \\ . ` \ s / ! / rr / ! — -- —_ 'r l � �B �i i6=ISJ, LAT
ZONE. LI
i !' �:'1 1� ,`'`` `' . '`•' _ _ _ s ®� ''.- / .! '' USE. ACA VT—
'ti.ai tai � l "..\ 0... � � � ..+. .l \ '--- � '/J d'/ r � / ^+• / ' / -r,«.
'iL7d7WiJ 1 '+•..'•` +rte .ti",.'
Dr` +rte 1 ♦ `. \ . — — _.._ ..._....._ j -' w - �'I r, / •' � � � � � �_ � S /� j � f t ��- /—fir
. S� N+ it { \. .,,.a --1 ✓ i f„ 'r' �, ,'/ / / ! .%. J/ ,i' "-.- .,., '"^ ..,,,. „"'-` ,,,,! tJ /' i 1d 1
rz) `k ♦ \ -- {- '" ,, '' 335,S36
i CFIARLOTTESVILLE :` _ i Pa ` trt03
TMP 56-87.1
i1 1 56 -87. `-- 'r'- // ✓ \/ - / ,—
- t~!
F4BOLTON, CONSTANCEI TRUST !
& SHIRLEY �ATON '
� �4-' ./ � � y~ '"� �
l V I WB 2013-163
• { ! "."' ``. 1\!f I] ~ r• „r J M,,.^ - ^"` `--^^"' ,. ''_"„ _ '•.- 1 ,1 / 1 'E tom.
per-!
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i ` ./• / / . �i � t .✓ r^ a°p ado 0 0� -""� "^-- ^•.,..... J '"`. �~p'� �--------------- _ _ _
At ifs
t , ! —'' GrOV d pa `~~ s U ' .....rte, .. ..
I ! � , °° Dopa - pr ` " OSHEET NO.
O I� _ - _ J ,1, ► o� t - _ - vial-MH-03
Gt}� - —" MOORES` CREEK LANE 5 01
� 1 � c� -- - -- ` Inv.-311.07;,, .- ��
^�- � = - � WATER ACs (P'RIVATE) Gravel F I � s' CHAIN uN ,� � � �>e=J�' 1 J
"' MATCHLINE A f SHEET 2 of 4
__--
_ , y- PHASE 1A SEQUENCE OF CONSTRUCTION
♦�\
1, Install perimeter 511t fence and diversion dikes. MATCHLINE . '�
2. Install Sediment Trap ST -2..
••.. __.....-• TMP 77-4002
ACxRABBITT,�,, LL, if 1 ��R??'*''� ; 3. Remove trees within the Ultimate Limits of Disturbance. ----- f f jf
r 1 DB 3155-18+, ''��° '•/ / / / 4. Construct improvements for Ford Road.`'
ZONE: LI l ,,, y,, ♦ ,�z�. // / 1 5. Installation of storm pipes beneath ST -1 and ST -3 shall be i ' r
USE DRY CLEANERS , ' -- ��,- � �� - ,/ �0
'` completed in one day. ST -1 and ST -3 shall be dewatered and
' '' ♦/'` sF / ''/ mucked out prior to installation of storm pipe. ST -1 and ¢ r
ST -3 shall be operational at the end of the day, i o Z
f ► 6a ST -1, ST -2 and ST -3 shall remain in o eration until site is ��` 4 f 1CQ
'/�,� /'IL SFV-4stabilized and County Inspector grants permission for removal.1. -00000
'`
Y W lr
k,k ell
PQ PA
W
- ` _
TMP 77-40M \ -
YVE,S DELORME INC. -- - #} r F-4
DB 2229-332 _
ZONE: LI \ t�arrn anhQle o Z
,4
USE: KIST'. WAREHOUSE Rim= � 3.51 r
CIJ
3.41
Ji f�/ /f / o .►� i !I 93.30SF ,�
is / � � � � ` � � y � ��, `� �� 0 .. � �. �' �. � ♦ \ " �- ♦ � of o �o� `� �'• � � .�
♦ ` \ \ ` \ \ \ i �„ .- - y 00tS 1;5 i—"'i iii
Q _ a
N11 N, 1. Excavate Energy Balance Pond to function � �, 0
;- ♦ - - INSET as an energy dissipater during construction. W
Contractor to re -excavate to design
_ �� _ �; ♦ ♦ l SF ` \\ ♦ ♦ �\ ~` \ - *,C�'" _ '" -50 SOLE: 1" = 30' 9 �. Z
\ ♦ \ - volume fol{owing site stabilization.
1 ' �, , °� 1 \ \ '� ♦ \ `' _ - `" /� \` - ` - - -- f f / - r -" _ - - ! TMP 7,,73
d RIVANNA WAVt,E, �& .SEWER ALIT'II
% Ea ✓ ♦ G +_ �t LB %�'38-,u77
' �\ 1 i ` 4� �� \.,\ 0 �` ♦ ♦ D 1 ` J \ � f 4 i y ✓ r DD ✓ f° _ ` / / r �ii��s r ' � i 6'16-135, PLATT
:� 1 t `o \ t \ ♦ `' , r .- s -' -` plS N� S SF ZONE.• LI
ill l \ \ �� �\ ♦ . - _ - _..._ - / .-'' A -- / /r - -~ ' tlirttMACF ttM1iSF 3�, "` ,..,.
USE. / s
Jf r f o r r
F, �, \ � `l�' �,� �` 1 �� � � � \ � � � c., •, ` T5 jl\j..jLy//7j -,. � `` -- -. °.-. --•" ' — ,, -' � e,,. '- - - .� f ,.-- _ -- --. — _.._ --- •- ' � _,,. / TS �` / / 1,�.� g � � .r
�,` _ ; i t 1 \ ` ♦ ♦ ♦ . \ TTMP 77-408
4 L _ ' ♦ DONALSON CONSTRUCTION -- %
/ j y �, ` e \u \ ♦ DB 4833-401 _ - - f r-'33 ! --'� .- - DD
�~
ZONE: LI
\ USE. VACANT/ � � S' / / / ,,`' _ DD
V.
NN
N, Bulb
! / _
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� 1 : ��; \ '� � � DD � \ �,� �� j '� �` --... '' ``- .,, `° \ j `' -,•.. s " J / ! / / ,' f f -- ._...._. _ _ _.. . ,r. _ ' '•� ' � ~` �,, DD --- `""", % ! `\ I �
/ ♦ - `\ \ ' �` ;> _ - _ ,�' =' ! / / l TS / =� �``s"`-36t1 "` f- \ �° , s' c�,�a �CNTt J!! ff f` 0
� ' ,, � �� - " 1 � \• � ♦ ♦ ♦ ♦ ` _-•• ,' \\ `' \ \ � '� ,° `` ,�' -.. � y'1®f f / / f � i f ` e'" ,= V � �-, �`` _ ---.. 356----' , - • *. , f -- -.... ,�.� ..., `` .. „' , ... - -'' J _, j% !j f
FENCE
r
/ v`} ,� ♦ -` \ \ \ \ ` - STS Mt1 Ile,11,40I3
d, 1 ``� t y ♦ Y ` \ \ \ ♦ / I l i j j ,, - : ' -'�► - - -- -- F1 72.0
T �. _ DD — 38B
THP
/ / / � ' `� ,' r ♦ ` `' �j ,\ _ '' ,, ! / V� - .m , i` '` `' j}IVAN-IV? - WATER —&— ,s�EWER �l UT'FIORITY � .-
/ s t ! L\ `0 i art • i� - �_.__ e -
` _ { -. +,�n} ,.-• � ; ,•, ,v / ----�{$�{- _- -- .-- z _.•. _Z] D�Bd_�+788�•� 2_7T7T �h�,
` \. \ • ` -"".- °'3 / -� h ..•••' '"� , >i �•^'•' .,,,�,. * ! .1 -`.. _ `•' ° "" _ DB U ! C7 -' 1e.] e;, .L`l.eA ._... --•• "'! / ff j! f f, f
/ '� + �" "•^' "",— ^ `^. ".., ^•�., \ \ '� C.O. r,,. +' w�` ` p,.r- r f '^"'. -...-•j `: • 4...,'�.• .•,.."^ "' "` -..•` ..-.------ ------ br
ZONE. LI
l l � 1 / ' �, � i >,. '. -••... •,.. - .,,-• •,�" / .`, , ,r _ f e -% .. .' -•... --._ --- ..,,_ US'E: VACANT--
>• � � \ , 1 ,' .,,..' -•. \ \ s„, `.`,. ..-•., '._ ..,,. � '' l /' _� , .. �c! �- m ` * •fit ----`"••. ,+,. _ _ --% .// fp 9"""I
t � / � / / -�� Wy" },.,{ •. ` ..•.,' '"s � \ min � � •O. "`a •� `.' 'e.. � .^"' •/`.✓ r ^ / �[� f ��\ � � �\ � ►• /'-`_`.-.-. ...'. .'."'. ','. "`- `^- ".'.• "^•- / / //! f/ / i' �{ i'+I
J � jE, �� }tai; v' `. � \ .,„� ".,_ ''w � .,,,,, ,,, 4 � � J ,r, �``•SY1 A l ' I I .✓` \ . k - / ._ M1 .,,... "".' -,,,.... / F / !�� �f..y
fi • ,'1 � � � '.•.. -•. ,� ~` ~ `•. � _.t •'" s-''"�,o� / . .S _ ' r ' � ---_. %�" __ .,, ...,,,. '--- f�, f f ; J .--' i \, + � i,T „1 -",y1 ^a--)
l t i %' . ,° , ,.�, � \ \ � bio •,� -.. '\ \ ..� .�� ." '� � � �'" --r �°� -' • •�•' -. '. -. ;� ; : �" : ', : � . 2—STORY
I4 / j 'i �J� `z "?'= -,.,. r. \ ` '� _,-'��►.' ' r: - 3 3+f} (JyJ(/y-- Pyy�,I{71P� _ _ J/ I jj [}may)
41 " , � jI7('-1-{� ♦ n'wa ro•,•. ^v.... � •!, •'> , ` ♦. •/ / '''�!'iiiV V•: .e+'•' . ^SY~ --r• irL -- ••....
1 t f itil1(i,# % IyaJJ/f \ `' -- '` �g % ✓y^ ► :A a' 2-STO(i �ry ' *:k ` JAW
MAX H
1
CHARLOTTESVILLE
�j�
p•yy' f
trl3iS � - � 1 t '`�''.-`-:.•'.•; \ \ -••. � \ ..-- ^,,.. s.,,;s,,, -,'.-�•=:•: ..J ;�7�. 47J%r�.•,,:.:.:'r''�:• __---
t 1 T'MP 56-87.7 ••`'•'' _ _ `•`•� --
�� . \ ." ' . .1 r
.� ',.- :=`::: - TW; -355.0 ---- _ '1
s ••tee^":•• ' l• {
IT TT \ -e 1=F-3
OLTTON CONSTTANC�/ T'R S 0 r yy
S % tri
B pJO,V
8c SHIRLEY B TION .., - .- ;.. ✓'
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i WB 2013'--163 ;� 1 S 1 _ `•1':.'.. '' _ - -_ �" ' i
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-------------
54 0
� P 1 W
_---___-___---_- -- --- - _--___--__ �-.a \ , Gj'�W E-
CD
4 \ l aaaa
fa y eih^-....+.._ ^'.. � f w.•' � � � � � 'C - .—. .,_ _. -- -- -_ \ � f ./i..l C� Y�'f
4 %' / , •, di � ' a --. ,. o° SF yr
— ._.•• '-- __ �,,,, ✓ ..-^• - _�.,.,--•' / J ' �
y°C. SHEET NO.
"" ..- � - - ,...,. ,.. �.•• - ��. Tod 3. / �r- '°®� 30' 0 0' 60' U-5
81,�____ORES CREEK LANE .. 1- - - l i� �1 1�- � _ .
(PRIVATE) Af
gMATCHLINEA 1„=30' f SHEET ./ i.' J / f 1JT
70' Min
Stone SILT FENCE
3" SM -2A Asphalt STD, & SPEC, 3,05 - VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992)
ConstrL :tion
Access 2% Slope _2% Slo e
NO WIRE BACKING WITH WIRE BAC�ING
na"
.tion
2" ♦S'o e 27 'o e
-W
tv "I
6' MAX 10' MAX
r CIO 16 3 WIRE
6" 21A Aggregate Base Filter Cloth 16" 3
Existing MESH
6� MAX
6" 3
Grade SECTION B -B Existing
B Pavement
CLASS I RIPRAP
PROVIDE I" TUCK OR SUITABLY PROVIDE I" TUCK OR SUITA LY
ope;.:.,*,::.. .. ., -1 " ; I
2'* Min
REINFORCED TO
011m, REINF SECTION P END SEC ION
A WEIR LENGTH
% DIVERSION
—Positive Drainage *Must extend full A
Stone DIKE
A To Sediment width of ingress
Construction
Trapping Device and egress operation
Access
... KAI
PLAN VIEW via
71NOW1
4 F
aiitt 01
g"..
ji'IA-2 , W,
i���Il'`■,•al■■7sul/ jli ,+� I":.t..�;.tt_�ttlJl�Lt :;'�+w�i ;+�*,*ia'►s»AAa�i`'*,.+1�i!�aa�iw* +'i~a•�waw+�w's'' .sa�+•,•w'.`+w'•�•'''w. � �/....,..F
12' Min EMBED 8" OF FILTER CLOTH IN EMBED 8" OF FILTER CLOTH IN
FF
TRENCH TO •ANCHOR BOTTOM OF TRENCH TO ANCHOR BOTTOM OF
CLOTV—.C-&VP6CT 7ValOUGVLY ('I,#TW (--()'JPA('.T TW4W*1J(',W1 Y R-1. R04'.•5
mil
SECTION A -A
FILTER
APRON LINING SHALL BE
out
1 1150-- 6,
0%_
T
_LKEY IN 6" -9"p -
RECOMMENDED FOR
ENTIRE PERIMETER
OUTLET PROTECTION (OP)
�51 0 SCALE: NTS
0
OWN
d
t
Bea, I'D
IE OUTLET TO
kT AREA WITH
DEFINED CHANNEL
oy*
, lf'T;
101JEJ j z
FILTER z
FABRIC
z
T
7-- tn'
ISM ;441 F! •••••••♦•♦•0
"COARSE
AGGREGATE CQ
*W
RE MESH SHALL BE A MINIMUM FILTER CLOTH OARSE AGGREGATE SHALL BE
OF :4 GUAGE AND SHALL HAVE A
VDOT $#3, OR #5. Z:5 06
XIMUM MESH SPACING OF
EXCAVATED 1 P4
C'2
AREA
TE
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SILT FENCE (SF) OUTLET (PERSPECTIVE VIEW)
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